Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
027-270-025
I I SISRichard hard •utherland Lou's Ave.,app.3/10 mi.w.,f Montana .eve ., lermo T.M.L., Inc., oroville t=#364b-7911 single 41�,M�n�w- s: I 'v'o' .ri g \Ie 27-2,7-25 1 \ 'RICHARD SUTHERLAND S Louis Ave, app 3f0 0 1�r m i bntj%44Ave, Palermo 7) V,V r t #5742-:-78E(po V0 o or & future.SF) 27-27-25 co r T. M. L'.,a Inc. Poermit #72".-79B add open deck//) r 8,0 27-27-25 3932•Louis Ave;! Palermo C C 9 r�vr 0 tr ontr: No Valley Contr P rmjl Permit#1367-87B,P,E(new pool) 027L27-0-025 93-2201 SUTHERLAND,.RICHARD & LYNN .CONTR: SUNCLOUD CONST 3032 LOUIS AVE, OROVILLE CONV 2 DECKS TO SOLARIUM 027-270-025 PERMITJ9�7-17 SUTHERLAND, Richard ro .)v ro 3032 Louis Ave., C )v e 116 Cont: Connelly's Prof. SePic/7 Add:Carport &,Reroof/SF 027-270-025 06-1878 WOLFE, GREGORY. 3032 LOUIS AVE, PALERMOZI Cont: JPC CONTRACTING��V IAA REMODEL KITCHEN •0'8-1-6-14 027-270-025 MISCELLANEOUS Phtovtaic Sys Grnd GROUND MOUNT SOLAR SYSTEM -3032 LOUIS AVE WOLFE,' GREGORY_ _ WOLFE; GF -Eu .3032 LOUIS . AVE,.PALERMO Cont: JPIC CONTRACTING SOLAR(POOL HEATER) 0 B06-2662,,- ^027-27.0-0252 MISCELLANEOUS LPG Tank (AtivCirWd)."., NEW GAS TANK & LINES !DUCTS FC 3032 LOU[S'AVS WOLFE, GREGORY -AND RAMONA,. B06-2663 027-270-025 MISCELLANEOUS%..,-" Wood,Deck -DECK OFF MASTER BEDROOM 3032 LOUIS AVE' WOLFE, GREGORY, AND RAMONA*JO' B07-1878 0217 -270-025 MISCELLANEOUS. PrivAte Garage/Shop DETACHED SHOP/STORAGE 25X40 3032 LOUIS AVE 'V'; WOLFE, GREGORY ELL 4 27-27-0 026. -98-25- r0 'USE PERMIT,, 'D i; �OGENNEL J/30/98 _9 -9 027--270-1025 06-2114 -WOLFE, GREGORY - REGORY"3032LOUIS 3032 LOUISAVE, PALERMO Cont: JPC CONTRACTING RMDL(BED&BATH)ADD-FRPLC 027-270-025 06-2123 WOLFE; GF -Eu .3032 LOUIS . AVE,.PALERMO Cont: JPIC CONTRACTING SOLAR(POOL HEATER) 0 B06-2662,,- ^027-27.0-0252 MISCELLANEOUS LPG Tank (AtivCirWd)."., NEW GAS TANK & LINES !DUCTS FC 3032 LOU[S'AVS WOLFE, GREGORY -AND RAMONA,. B06-2663 027-270-025 MISCELLANEOUS%..,-" Wood,Deck -DECK OFF MASTER BEDROOM 3032 LOUIS AVE' WOLFE, GREGORY, AND RAMONA*JO' B07-1878 0217 -270-025 MISCELLANEOUS. PrivAte Garage/Shop DETACHED SHOP/STORAGE 25X40 3032 LOUIS AVE 'V'; WOLFE, GREGORY 10 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION" OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 =: - A FEE WILL BE REQUIRED AT TIME OF APPLICATION =- o o Website: www.buttecounty.net/dds COU N.ty PLEASE PRINT CLEARLY "When filed, this application and all supporting material becomes subject to the California Public Records Act. All related to this application is subject to public inspection and will be posted on the County's website for electronic access. OWNER INFORMATION Last Name �C Firs ame I ISA Vy,0,-( Mailing Address 6-0 J 1 S Avc,4 v 'v City % Stat Zi Phone 5�z _ yq.l Fax E-mail CONTRACTOR Name Name Address SZ' CA L 6A City q_ an State Zip gn(4 Phone,, g8p, Fax E-mail E-mail Lic. 5 /L7 ClasS, _ �Ib - c'l APPLICANT INFORMATION ARCHITECTIENG/NEER Name City 6P—,o ccState Address Zip City ate Zip Phone Fax E-mail State License Number APPLICANT INFORMATION Name QQ Joh Address 5Z 1 CAt City 6P—,o ccState Zip Phone ...3�^ „ g g� Fax E-mail APPLICANT SIGNATURE X :22 PERMIT NO. &x 14%4 BIN # PROJECT LOCATION APO Q2 7 _!2!7 Property Address- 03ZCo u ) S ' %Lc' City thio r) Ile WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK. Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning Flood Zone V SRA I vas No Occ. Type Co st. .4 `M Butte County Department of Development Services TIM SNELLINGS, DIRECTOR ( PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS" Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: • Make sure your application is complete. O Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY" Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications, if the permit has not issued, but not after 180 days from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codes/butteco/ "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Reference Number: B08-1614 Location: 3032 LOUIS AVE Parcel Number: 027-270-025 Date: 08/11/2008 Owner Name: WOLFE, GREGORY Phone: (530) 532-4471 Description: GROUND MOUNT SOLAR SYSTEM Signature of Applicant: Date: 08/11/2008 FILE BUTTE COUNTY . DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION (IVR): (530) 538-4365. OFFICE: (530) 538-7541 FAX#: (530) 538-2140 ONLINE PERMIT/RENEWAL PAYMENTS: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 3032 LOUIS AVE Owner: Permit NO: 'B0$-1614 APN: 027-270-025 WOLFE, GREGORY - Issued Date: 09/05/2008 By TMP Permit type: MISCELLANEOUS 3032 LOUIS AVE Subtype: Phtovtaic Sys Grnd OROVILLE, CA 95966 Expiration Date: 09/05/2009 . Description: GROUND MOUNT SOLAR SYSTEM (530) 532-4471 Occupancy: Zoning: A5 Contractor Applicant: - Square Footage: S P G SOLAR INC S P G SOLAR INC Building Garage Remdl/Addn 521 CAL OAK ROAD 521 CAL OAK ROAD OROVILLE, CA 95965 OROVILLE, CA 95965 (530)533-5988 (530)533-5988 Other Porch/Patio Total FEE INFORMATION DBEH Building Review Fee $78.90 DBMSC Photovoltaic System $421.93 Total Charged: $500.83 Fees Paid: $500.83 Balance Due: $0.00 Receipt No: B8230 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License S P G SOLAR INC 759086 / B C46 C10 / 01/31/2010 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full force a of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the X basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil of not more than five hundred dollars 09/05/2008 penalty [$500); Please check one of the following: Contrac rS Si a u Date E]I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does WORKERS' OMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: HAVE AND WILL the work himself or herself or through his or her own employees, provided that such improvements ❑I MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Professions Code: YT��I Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and number are; The Contractor's License Law dows not apply to an owner of the property who builds or improves policy thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Carrier: OLD REPUBLIC Policy Number:AICW91740800 Exp. Date:04101/2009 ' Contractor's License Law.). (This section need not a completed if the permit is or one undre dollars ($100) or less. ❑ I AM EXEMPT under Section B. 8 P.C. for this reason: ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I in 09/05/2008 shall not employ any person any manner so as to become subject to the Workers' Compensation Laws of California, and agree that if I should become subject to the workers'X compensation provisions of Section 3700 of lh e, I shall forthwith comply with those Owner's Signature Date provisions. X 09/05/2008 1 hereby certify that I have read this application and slate that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and Slate laws relating to building Signatur Date RE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, WARNING. URE TO SEMILOYER construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, injury, including death, and property damage caused by, arising out of, or in any way connected with DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewa street, or subsidewalk. I her authorize representatives of Butte ATTORNEY'S FEES. County to enter the ab !!--- property for inspection purposes. I hereby certify that I am the Prc e o eror authorizedt ctonthepropertyowner'sbehalf. J o rJ S �dCcr->�r,� i = 09/05/2008 CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Permittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) , �q Contractor OR.. 1:1Agent for Owner Owner ' ❑IiC'IAgent for Contractor FILE COPY �-�! Lenders Address City State Zip Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds National Pollutant Discharge Elimination System (NPDES) Phase' II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B08-1614 Date: 08/11/2008 Location: 3032 LOUIS AVE By: TMP Parcel Number: 027-270-025 Owner Name: WOLFE, GREGORY Description: GROUND MOUNT SOLAR SYSTEM Sub Type: Phtovtaic Svs Grnd Phone: (530)532-4471 By signing below, I the project owner/owners' 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 buildouts 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 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 this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: Title: C_?�— FILE Date: 08/11/2008 KD205GX=LP HIGH EFFICIENCY MULTICRYSTAL PHOTOVOLTAIC MODULE U�m LISTED HIGHLIGHTS OF THE NEW VALUF FRONTIER � KY 0 r E M3 KYOCERA PHOTOVOLTAIC MODULES Kyocera's advanced cell processing technology®�® and automated production facilities produce a highly efficient NEON ® multicrystal photovoltaic module. The conversion efficiency of the Kyocera solar cell is over 16%. ME. fromThese cells are encapsulated between a tempered glass cover and a pottant with back sheet to provide efficient protection - . from the severest environmental conditions. The entire laminate is installed in an anodized aluminum frame to provide structural strength and ease of installation. Equipped with plug-in connectors. APPLICATIONS KD205GX-LP is ideal for grid tie system applications. • Residential roof top systems • Water Pumping systems • Large commercial grid tie systems • High Voltage stand alone systems • etc. QUALIFICATIONS • MODULE: UL1703 listed QUALITY ASSURANCE • FACTORY: IS09001 and ISO 1400' Kyocera multicrystal photovoltaic modules have passed the following tests. • Thermal cycling test • Thermal shock test • Thermal / Freezing and high humidity cycling test • Electrical Isolation test • Hail impact test • Mechanical, wind and twist loading test • Salt mist test • Light and water -exposure test • Field exposure test LIMITED WARRANTY X 1 year limited warranty on material and workmanship X20 years limited warranty on power output: For detail, please refer to "category IV' in Warranty issued by Kyocera (Long term output warranty shall warrant if PV Module(s) exhibits power output of less than 90% of the original minimu til A,pb yer:Wgcified at the time of sale within 10 years and less than 80% within 20 years after the date of sale to the Customer. The power output values shall aie'"ifi6eb me`astred,'undek Kyocera's standard measurement conditions. Regarding the warranty conditions in detail, please refer to Warranty issued by Kyocera) r,)` 1 1, , , JUIL I ELECTRICAL CHARACTERISTICS 1^3, I -i'"f -wa Current -Voltage characteristics of Photovoltaic Current -Voltage characteristics ofT,,'h Module KD205GX-LP at various cell temperatures Module KD205GX-LP at various ir—rad MMMOM mmalk� MMEMM mm���i� =MNIVE MMM1111M MMMIFIN mmmals W.ge(Vj 0802 r _ � s- • 7 '�' �Ze1£�j.,t r i'Na .zx ?x. R t q � 71..y, c�'Y.: ,,�,.•� �^`C.•L''' �t 4'y J. �; } .- { ! " �` •'` .♦ a. "�i ts- �s .y.3 yF ��' ♦ x ,.. ��, �t d 9 �.?7xs :?tY .fit ?...:yam •L'�.y�'�. i .�: ::� "� i i _�; x���'�{,':� i The Xantrex Grid Tie Solar Inverter (GT Series) is designed to convert photovoltaic (PV) electricity produced by solar modules into utility -grade power that c-rn be used by the home or sold to the loce I electrical utility. Offering high efficiency (up to 96.0 %), c.ean aesthetics, high reliability, and a low i istalled cost, through ease of installation and integrated featires, -.he GT Series is a proven, high -frequency design in a compact enclosure. The GT Series may be installed as a single inverrer, fog a single PV array, or in a multiple -inverter configuration for large PV arrays. Technology ► An 'NEC compliant, integrated DC/AC disconnect, standard in the GT Series, eliminates tie need for external DC (PV) disconnects, and in SOME jurislictions, AC disconnects ► Large heat -sink offers extraordinary heat dispersio T without the need for a cooling fan ► Liquid crystal display (LCD) provides instantaneous information — power level, daily and lifetime energy production, PV array voltage and currrnt, u=ility voltage and frequency, time onfne "selling", fault messages, and installer -customized screens ► LCD vibration sensor allows the tap of a finger to tjrn backlight on and to cycle throug? display screens ► Free PC software for remote monitoring and systeru troubleshooting available online Installation ► Flexible module selection and sizing due to wde F1 input MPPT tracking voltage range ► Lightweight and versatile mounting bracket ► Easy access DC (photovoltaic) and AC (utility) term'nal block simplifies wiring ► Rugged NEMA 311 inverter enclosure allows radiable indoor and outdoor installations Performance ► Best -in -class efficiency to maximize solar system return on investment ► Accurate MPPT tracking ensures maximum eriergy iarvest under any conditions ► FCC Part B compliance provides less external elecmnic interference Serviceability ► 10 -year standard warranty ► Sealed inverter enclosure can be quickly separated -rom the wiring box allowing DCIAC connections to remain intact in the unlikely event the inverter needs to be serviced Ir xantreT-- Standard GT SERIES WARRAWY 10 -year ', warranty a sA N741 PHOTOVOLTAIC c us 107-0' POWER INVERTER Xantrex Technology Inc. Customer Servicefrechnical Support customerservice@xantrex.com Toll free: 1-800-670-0707 www.xantrex.com 44 t Ir xantreT-- Standard GT SERIES WARRAWY 10 -year ', warranty a sA N741 PHOTOVOLTAIC c us 107-0' POWER INVERTER Xantrex Technology Inc. Customer Servicefrechnical Support customerservice@xantrex.com Toll free: 1-800-670-0707 www.xantrex.com 44 ,� c - JR:fs B2z _ •Tbnckn� 12 Gauge 6 mti1 - - - .- • • � •� qua ljrpc 304 a 316 � � age 1.90 I bd /Ft. (`L.831 n) J� • .. - - 3/i" T� (9.5) C. Q2-2) 1/3x* P4 mq SEMON PROPEM= G • -•ZO B22 L919 (ztp .542 - . RM .931 (W) 1.12! � � � � 331 (� p� ?953 (�t4j X653 (t,661 G 1.956 .59.05 @ ? AZ (ice �� A1wts5oasK�ocGvapNp titsodoaauGi �by6e� 1.1 12027 (19.7 .751 (lfT) .y Chid-T-cauod Stgd Dci�st�i. vvM ~ 411 H �r VIC 31/4" b b 13/16" Upr 20 Rdecruoe pap 14 fa bo=g fitting a� ctutdac+d finish M k w d u 3~ o u O1 d a+ u W� ::r N H ami q � U� 2C4 m U40 y w PCI B22 BEAM LOADING DATA &U11e:4. 1 12 (305) B22 B22A 2610 2610' ) (35) 1 2610 (11610) 1 2610 (11610) B22X 5790*25755 (11610) .002 (.05) 2610' (11610) 2610* (11610) B22 2269 (10093) .001 .02 5790' 25755 5790*25755 2269 2610* (10093) (11610) 2269 (10093) 2610* (11610) 18 (457) B22A 2610* (11610) .031 (.79). .007 (.18) B22X B22 5790* 1702 25755 .003 .07 5790' 25755 5790*_A25755)1610 1702 (7571) 1702 (7571) (7571) 24 (609) B22A 2610* (11610) .056 (1.42) B22X 5790' 25755 .01743 .008 (• ) .20 2610* 5790' (11610) 25755 2610' (11610) 5790* 25755 30 (762) B22 B22A 1361 2610* (6054) .087 (2.21) 1361 (6054) 1294 (5756) B22X 5790* (11610) .033 (•84 ) 2610 * (11610) 2610* (11610) B22 1135 25755 (5049) .017 .73 5790' 25755 5790' _I 1135 2610' 36 (914) B22A 2610* (11610) .126 (3.20) .057 (1.45) (5049) (11610) 899 2610* B22X B22 5790* 972 21755 .029 .73 5790' 25755 5790* 972 (4323) 660 (2936) (4323) 42 (1067) B22A 2610* (11610) .172 (4.37) B22X 5790* 2575 .091 (231) 2610* (11610) 2610* (11610) 48 (1219) B22 B22A 851 (3785) .046 .224 1.1 (5.69) 5790* 25755 5790' 2575 758 (3372) 505 (2246) B22X 2405 5790* (10698) .125 (3.17) 2405 (10698) 2405 (10698) 12 25755 (3363) .068 1.73 5790* 25755 5790* 2575 599 2138 (2664) (9510) 399. 2024 (1775) (9003) 54 (1371) B22A 2138 (9510) .284 (7.21) .158 (4.01) B22X 5790* 681 2575 097 5790' 755 5790* 2575 485 (3029) 60 (1524) B22A 1924 (8558) .351 (8.91) (2157) 323 (1437) B22X 5645 25110 .195 .130 (4.95) 3.30 1924 5645 (8558) 25110 1640 5645 (7295) 25110 66 (1676 B22 B22A 619 1749 (2753) .424 (10.77) 401 (1784) 267 (1187) B22X 5132 (7780) 236 (5.99) 1749 (7780) 1355 (6027) B22 567 2828 .158 4.01 5132 22828 5132 22828 337 (1499) 225 (1001) (2522) 72 (1829) B22A 1603 (7130) .505 (12.83) B22X 4704 20924 .281 ..188 (7.14) 4.7 1603 4704 (7130) 20924 1139 4704 (5066) 20924 78 (1981) B22A 524 1480 (2331) .593 (15.06) 287 (1276) 191 (849) B22X 4342 (6583) .330 (8.38) 1455 (6472) 970 (4315) 19314 .220 559 4342 248 19314 4270 18994 B22 486 (2162) 84 (2133) B22A 1374 (6112) .687 .383 (17.45) (9.73) 1255 (1103) (5582) 165 837 (734) (3723) B22X 4032 454 17935 .255 6.48 4032 17935 3682 16378 216 (961) 144 (640) 90 (2286) B22A 1283 (2019) (5707) .789' (20.04) B22X 3763 16738 .440 .293 (11.17) 7.44 1093 3763 (4862) 16738 729 3207 (3243) 14265 96 (2438) B22A 425 1202 (1890) .898 (22.81) 190 (845) 126 (560) B22X 3528 (5347) 15693.334 .500 (12.70) 961 (4275) 640 (2847) 102 (2591) B22A 400 (1779) 1.013 8.48 (25.73) 3528 15693 2819 12539 168 (747) 112 (498) B22X 1132 3320�(44 (5035) .565 (14.35) 851 (3785) 567 (2522) B22A 3781.136 .377 9.5 3320 14768 2497 11107 150 759 (667) (3376) 100. 506 (445) 108 (2743) 1069.633 (28.85) (16.08) B22X 3136 13949 .42210.72 3136 139B2249 2227 (2251) 9906 114 (2895) B22A 358 10 3 (1592) 1.266 (32.15) 134 (596) 90 (400) B22X 2971 (4506) 13215 .706 (17.93) 681 (3029) 454 (2019) 120 (3048) B22A 340 (1512) .471B22 -11.96 1.403 (35.63) 2971 13215 1999 8892 121 (538) 81 (360) B22A 962 9 22 (4279) .782 (19.86) 615 ;;12735) (1824 410 (12553) .521 (13.23) 2706 (12037) 1 1804 (8024) Based on simple beam condition using an allowable design ' page 11 for further explanation). Actual yield stress of 25,000 point of cold rolled steel is 42,000 psi (172 Mpa) in accordance To determine with MFMA, with adequate lateral bracing (see psi. load by 0.5 and corresponding deflection by 0.8. •Failure determined by weld shear. concentrated load capacity at a mid span, multiply uniform Reference page 14 for general fitting and standard finish specifications. APPRONED V PULL-OUT STRENGTH -With Safety Factor of 3 *Maximum Pullout strength for Bil & B12 channels is limited to 1550 tbs. (6670 N). Z�; z of Channel Nut 1 ' ILDWC 310N Tg Reference page 44 for general fitting and standard finish specifications. 51 L. - 1..HAAl rL' Q B� SELECTION CHART for .Cbaan* Materials and Hole Pauerps Muhl & Thichncss* 14o -� 711 c1lannil:: Sud. b rr Bll 3t/�" (dtS) �S/i" H1.3j IZ Ga. • — _ 1 1 1 Bit - vile -1 1SM Him 12 C�a. .I05 — _ 1 Bx2 Hl� 1SM Nim 824 1SM ..(413 I5M1�1� 12 Ga. .105 12 Ga. 12 13 123 17 1 11 . " Hl. B?.6 ISM' (41.3) 151CNle 14 Ga. A&0 14 Ga. 14G . '1214 1 B32 13/S" ( ISM Nle 16 Ga. — _ 12E3i: — . 12 Ga. _ -11 » B42 1 ISM .1 BS2 13/jr,I 12 Ga. — 12 Ga- — 11 1 12• 1 11 — 1 MA)SM 1 12 Ga. — 12 Qo, _ � B54 Vile ODA)IL (4 14 Ga. AN 14 Ga. 14 Qa 12 15 1 1 14 — 12 B62 �/i6' Cmc h�' I ( 16 Ga. 18 Ga- 1 1 • — 1 a -. IM t3 0-3) 18 Ga _ — r The aekction has baa p Vawd-io p W& a nfaeace for avat'6ble chmond, tnaSaiais. and Lok Pis Material types m ie fac racioas Lok patterns are doUnod by Satmbm � 1 4, Some Stamkss Sled ehaouds Zvi& hole P&M= ate available on apodal ocdm o* *Metric ognvaknt for wamess dmft.in dwL 'fl - SkdIZ e Ga.G 2.6 tn01 I8 Ga- — 12 mm 14G&-19trim ,105-2.6mm 16 Ga. —1.5 man 1 Type 304 Std= Sod -M — 2.0 mat -4- • Type 316 Staignkss ShodPwPcrG , � a WaY vary due to com ct+cml klesaaoes of the matetiA rk Channel Put Nambeting Exampkc 177 Bll atterns MatttiaUFuatsL SH B12 Pak S GRN GALY 120 _ V B22 HI78 240 B24 TH • • � - B26 B32 Y-90 SS6 -AL . B52 _.-_•. B56 E7016 Referenoe page 14 for genual fitting and ;t&Q az finish vodfications. • 15 a WOLFE RESIDENCE SOLAR ARRAY GROUND MOUNT FOUNDATION DESIGN, OROVILLE, CA STRUCTURAL CALCULATIONS PROJECT NO. 3.1538.00 July 30, 2008 xbbYJ�Byfa, �;y�Q�.OFESSIpN�d� WON EE U Exp. 9/30 4ti K � s. CIV 0- r •�, �rF...,.,�,..crOR� zs " 8 OF CA0 �cF 06- lvy BUTTE COL; 3UIL®INS L"'.,Io. Prepared by: APPROVED CSW STS CSW/Stuber-Stroeh Engineering Group, Inc. 45 Leveroni Court, Novato, CA 94949 Tel: (415) 883-9850 Fax: (415) 883-9836 .y - 1 CSW/Stuber-Stroeh Engineering Group, Inc. 45 Levoroni Court 415.883.9850 CSWST.�,. Novato, CA 94949 Fax 415.883.9835 Solar Panel Wind Analysis for Residential Ground Mounted Auulications Project Name: Wolfe Residence Date: 7/8/2008 Project Number: Client: SPG Solar Project Address: 3032 Louis Avenue, Oroville, CA Determine Wind Loading based on ASCE 7-05 (Solid Sign)' "Refer to Supplemental Report IBC Wind Analysis for Solar Panel Tracker Assembly, Supports, and Drive Mechanism for 90 MPH Wind Speed by Aptech Engineering Services, Inc.** ■N■■ , ■u■■ W;d I I Lq�j 4 a ju 101; J Calculation No.: :SES -C-6530-2 clad_ JLC Dam 15 AUG 07 CFer't ISA r _ Title: IBC Zt ind _kuai sis do. Solar Paned 'Che^ked _ Qat_: Project No.: FS 0.7 7-65;0.5 T racker assembl';. Supports, and Dri-: a Nfechanism for 90 mph ['incl Speecl Revis'on _Vc.: D 1)— ument Con;roI Flo.: 1;? Shee: Nc.: 7 of 55 DESIGN PRESSURE i _.�. (Eq 6-27) For the generic case: P:= q_ C Cf P= 1?.1'2psf P= 0.1193psi For the oblique wind case Po := qj G C fC, PO = 35.397psf PO = 0? 158psi Pl q- GCS P1 = 22.934psf Pi = 0.1593psi ?) == q� G C: P2 = 16.951psf P, = 0.1177psi '3 qz GCS,. P'3 = 10!7psf P3 = 0.0727psi The design pressure is to be ;applied to the projected area. For the finite elsment model, the pressure was applied normal to the face and was corrected by the sine of 45 degrees, or 0.707. Vorst case stresses are determined forthe support potes, the torque trubes; and the aluminum rail extensions The results show, that Case C bounds Case A. fur ll components of interest. 71 APPROVE' 2 Aspect ratio B/s' = 5.09 Clearance ratio s/h = 0.81 Case A & B Cf = 1.469 Case C Use Redurtinn Fnrtnr = n as Region Cf CSW/Stuber-Stroeh Engineering Group, Inc. . C 3.1 45 Levoroni Court 415.883.9850 s to 2s 2 Novato, CA 94949 Fax 415.883.9835 Amend wind loading for Site Specific conditions: Wind Speed: 85 MPH 3s to 10s Tilt Angle: 40 degrees Array Height: 7.75 ft (h, height of sign) Array Width: 9.75 ft (s', width of array) Vert. Array Width: 6.27 ft (s, projected vertical dimension of sign) Array Length: 49.67 ft (B, horizontal dimension of sign) Max. Support Spacing: 14.75 ft Gust Factor, G 0.85 (per Aptech Report) Velocity Pressure (Aptech), qZ = 13.00 psf (see Aptech report p. 5) Velocity Pressure, qZ = 11.60 psf (scale qZ for 85 mph wind speed) Aspect ratio B/s' = 5.09 Clearance ratio s/h = 0.81 Case A & B Cf = 1.469 Case C Use Redurtinn Fnrtnr = n as Region Cf Cf Reduced 0 to s 3.1 3.07 s to 2s 2 1.98 2s to 3s 1.45 1.44 3s to 10s 1.05 1.04 For the generic case: P = qZ*G*Cf= 14.48 psf For the oblique case: P, = qZ*G*Cf, = 30.29 psf P2 = qZ*G*Cf2 = 19.54 psf Pa = qZ*G*Cf3 = 14.17• psf P4 = qZ*G*Cf4 = 10.26 psf ,,• t� , 'JiIII VIP CSW/Stuber-Stroeh Engineering Group, Inc. C S S T 45 Levoroni Court 415.883.9850 Novato, CA 94949 Fax 415:883.9835 P„=PCos 0 Py=Psin t3 For the generic case: P= For the oblique case: P, _ PZ = P3 = P4 = 14.4 30.29 19.54 14.17 10.26 P. (psf) 8 Py (psf) 9.31 11.09 19.47 23.20 12.56 14.97 9.11 10.85 6.59 7.86 3 0 CSW/Stuber-Stroeh Engineering Group, Inc. C S S T 45 Levoroni Court 415.883.9850 Novato, CA 94949 Fax 415.883.9835 Find Wind Load to Piers End of Array to First Pier (1-1)= 2.7 ft First Pier to Second Pier (L2)= 14.75 ft Second Pier to Third Pier (L3)= 14.75 ft Gr�i-(ER 1 C Lr 1. L2 L3 T -T T TTTI""T TTTTTTT"T"TTTTTT,Tfi-T P Os" 6XJE L 1'. s s Generic Oblique Pr, end = 914.23 1656.06 Pr, second = ' 1338.46 1244.97 Pr, middle - second pier second pier governs governs r j i 5 CSW/Stuber-Stroeh Engineering Group, Inc. aST.._.. 0SW 45 Levoroni Court 415.883.9850 Novato, CA 94949 Fax 415.883.9835 Solar Panel Seismic Analysis for Residential Ground Mounted Analications Project Name: WolfeResidence Date: 7/30/2008 Project Number: Client: SPG Solar Project Address: 3032 Louis Avenue, Oroville, CA Seismic Loading based on ASCE 15.4.2 (Non Building Structures): To be conservative, take maximum values for seismic coefficients rather than site specific values: Fa = 1.4 Ss = 1.5 SDS = 2/3 Fa SS Array Width: 9.75 ft Trib Length: 14.75 ft Array Weight: 2.68 psf Trib Weight, W = 385.42 lbs. Seismic Base Shear (Egn 15.4-5): V = 0.30SDs W I V = 161.88 lbs. Verify Fundamental Period: w;b? T _ 27r i_1 M 9 Mi i=1 for 4" dia. sched40 pipe: S = VL3 E= 29000000 psi 3E1 1= 7.23 in 5 = 0.0405 in. T = 0.0992862 Since T > .06 s, refer to Section 15.6 (ASCE 7-05) Non -building Structures not similar to Buildings Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 39.422 Longitude = -121.52 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.01 deg grid spacing Period Sa (sec) (g) 0.2 0.510 (Ss, Site Class B) 1.0 0.209 (S1, Site Class B) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 39.422 Longitude = -121.52 Spectral Response Accelerations SMs and SM1 SMs = FaSs and SM1 = FvS1 Site Class D - Fa = 1.392 ,Fv = 1.982 Period Sa (sec) (g) 0.2 0.710 (SMs, Site Class D) 1.0 0.414 (SM1, Site Class D) Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude = 39.422 Longitude = -121.52 SDs = 2/3 x SMs and SDI = 2/3 x SM1 Site Class D - Fa = 1.392 ,Fv = 1.982 Period Sa (sec) (g) 0.2 0.473 (SDs, Site Class D) 1.0 0.276 (SDI, Site Class D) 777 0 7 ASCE 7-05 DESIGN BASE SHEAR - SEISMIC LOADING SPECTRAL RESPONSE ACCELERATIONS (12.5): Use Seismic Hazard Curves, Response Parameters, and Design Parameters program by USGS to determine short period, Ss, and 1 -second period, S1, spectral accelerations. Site Coordinates: Latitude = 39.422 Ss = 0.51 g Longitude = -121.52 S1 = 0.209 g Site Class = D This is given in soils report. Use "D" if no soils report is used Fa = 1.4 Per Table 11.4-1 Fv = 2,0 Per Table 11.4-2 Maximum Considered Earthquake Spectral Response Accelerations: SMS = 0.714 g SMI = 0.418 g Design Spectral Reponse Accelerations: SDS = 0.4769 SDS = 0.279 g SEISMIC DESIGN CATEGORY, SDC (11.6): Structure shall be assigned a Seismic Design Category per section 11.6.1.1 ASCE7-05. For Occupancy Categories I; It; and III, if S1 >/= 0. 75, SDC ="E" For Occupancy Category IV, if Sl >/= 0. 75, SDC ="F" For all other structures, the Seismic Design Category to be based on Tables 1613.5.6(1) and 1613.5.6(2) Both tables are based on their Occupancy Category. Each building and structure shall be assigned to the most severe Seismic Design Category. Occupancy Category = II Per Table 1-1 (ASCE 7-05) S1 < 0.75 DESIGN RESPONSE SPECTRUM (11.4.5 ASCE 7-05): To = 0.117 sec TS = 0.585 sec TL = 8 sec Long Term Period per Fig. 22-15 (continental USA), Fig. 22-16 (California and Nev.) Fundamental Period of Structure hn = 4.5 (Height above base to Level n) Ct = 0.020 Per Table 12.8-2 X = 0.75 Per Table 12.8-2 To = 0.062 secs (Method A Structural Period per Section 12.8,2. 1) SDC = N/A Per Table 1613.5.6(1) SDC = D Per Table 1613.5.6(2) SDC = D Assigned Seismic Design Category = D DESIGN RESPONSE SPECTRUM (11.4.5 ASCE 7-05): To = 0.117 sec TS = 0.585 sec TL = 8 sec Long Term Period per Fig. 22-15 (continental USA), Fig. 22-16 (California and Nev.) Fundamental Period of Structure hn = 4.5 (Height above base to Level n) Ct = 0.020 Per Table 12.8-2 X = 0.75 Per Table 12.8-2 To = 0.062 secs (Method A Structural Period per Section 12.8,2. 1) To = T= s T, sec So, g 0 0.190 0.117 0.476 0.585 0.476 0.75 0.000 1 0.0001 1.5 0.000 2 0.000 2.5 0.000 3 0.000 1.5 0.000 DESIGN RESPONSE SPECTRUM 1.2 m m 44 0 cl `m 0.828.:,: .:..... .. . .::s a o.s m - N C O a m -- .. _ 31 � W.V- 0.2 .;.. N 0 0.1242 0.621 0.75 1 1.5 2 2.5 3 3.5 Period, T (sec) EQUIVALENT LATERAL FORCE PROCEDURE (12.8.1 ASCE 7-05) R = 1.5 (Table 12.2-1 - Design Coefficients and Factors for Seismic Force -Resisting Systems) = 1 Importance Factor Cs = 0.317 Seimic Response Coefficient per Eq. 12.8-2 Cs need not exceed 3.006 per Eqs. 12.8-3 and 12.8-4 Cs shall no be less than 0.01 per Eq. 12.8-5 For S1 >/= 0.6g, Cs shall no be less than N/A BASE SHEAR, V = Cs x W TOTAL BASE SHEAR: V = 0.317 x 2.68 V= 0.85 PSF WIND GOVERNS r 0.317 0.010 4. Test methods for determining the acceptance of the CLSM in the field. 5. Number and frequency of field tests required to deter- mine compliance with Item 4. SECTION 1804 ALLOWABLE LOAD-BEARING VALUES OF SOILS 1804.1 Design. The presumptive load-bearing values provided in Table 1804.2 shall be used with the allowable stress design load combinations specified in Section 1605.3. 1804.2 Presumptive load-bearing values. The maximum allow- able foundation pressure, lateral pressure or lateral sliding -resis- tance values for supporting soils near the surface shall not exceed the values specified in Table 1804.2 unless data to substantiate the use of a higher value are submitted and approved. Presumptive load-bearing values shall apply to materials with similar physical characteristics and dispositions. Mud, organic silt, organic clays, peat or unprepared fill shall not be assumed to have a presumptive load-bearing capacity unless data to substantiate the use of such a value are submitted. Exception: A presumptive load-bearing capacity is permit- ted to be used where the building official deems the load-bearing capacity of mud, organic silt or unprepared fill is adequate for the support of lightweight and temporary structures. 1804.3 Lateral sliding resistance. The resistance of structural walls to lateral sliding shall be calculated by combining the val- ues derived from the lateral bearing and the lateral sliding resis- tance shown in Table 1804.2 unless. data to substantiate the use of higher values are submitted for approval. For clay, sandy clay, silty clay and clayey silt, in no case shall the lateral sliding resistance exceed one-half the dead load. 1804.3.1 Increases in allowable lateral sliding resistance. The resistance values derived from the table are permitted to 9 SOILS AND FOUNDATIONS be increased by the tabular value for each additional foot (305 mm) of depth to a maximum of 15 times the tabular value. Isolated poles for uses such as flagpoles or signs and poles used to support buildings that are not adversely affected by a 0.5 inch (12.7 mm) motion at the ground sur- face due to short-term lateral loads are permitted to be designed using lateral -bearing values equal to two times the tabular values. SECTION 1805 FOOTINGS AND FOUNDATIONS 1805.1 General. Footings and foundations shall be designed and constructed in accordance with Sections 1805.1 through 1805.9. Footings and foundations shall be built on undisturbed soil, compacted fill material or CLSM. Compacted fill material shall be placed in accordance with Section 1803.5. CLSM shall be placed in accordance with Section 1803.6. The top surface of footings shall be level. The bottom sur- face of footings is permitted to have.a slope -not exceeding one unit vertical in 10 units horizontal (10 -percent slope). Footings shall be stepped where it is necessary to change the elevation of the top surface of the footing or where the surface of the ground slopes more than one unit vertical in 10 units horizontal (10 -percent slope). 1805.2 Depth of footings. The minimum depth of footings below the undisturbed ground surface shall be 12 inches (305 mm). Where applicable, the depth of footings shall also con- form to Sections 1805.2.1 through 1805.2.3. 1805.2.1 Frost protection. Except where otherwise pro- tected from frost, foundation walls, piers and other perma- nent supports of buildings and structures shall be protected by one or more of the following methods: 1. Extending below the frost line of the locality; 2. Constructing in accordance with ASCE 32; or TABLE 1804.2 ALLOWABLE FOUNDATION AND t_ATFRA1 PGFCCI IRF CLASS OF MATERIALS ALLOWABLE FOUNDATION PRESSURE (psfr LATERAL BEARINGCoefficient (psf/f below natural grade)° LATERAL SLIDING of frictlone Resistance (psf)° 1. Crystalline bedrock 12,000 1,200 0.70 — 2. Sedimentary and foliated rock 4,000 400 0.35 — 3. Sandy gravel and/or gravel (GW and GP) 3,000 200 0.35 0.25 — — 4. Sand, silty sand, clayey sand, silty gravel and clayey gravel (SW, SP, SM, SC, GM and GC) 2,000 150 5. Clay, sandy clay, silty clay, clayey silt, silt and sandy silt (CL, ML, MH and CH) 1,500° 100 Porn: 1 pound per square foot= 0.0479 kPa, 1 pound per square foot per foot= 0.157 kPa/m. � r � � ��/�� n = �®� �� a. Coefficient to be multiplied by the dead load. / L b. Lateral sliding resistance value to be multiplied by the contact area, as limited by Section 1804.3. . c. Where the building official determines that in-place soils with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, the allowable bearing capacity shall be determined by a cnilc i P ti..tin., Id. An increase of one-third is permitted when using the alternate load combinations in Section 1605.3.2 that include wind or earthquak loads. 2007 CALIFORNIA BUILDING CODE 129 Drilled Pier Depth - Nonconstrained 2007 California Building Code - Section 1805.7.2 F:= 1656 Lateral Load, lbs No := 1 Number of Piers H:= 4 Height to Top of Pier, ft ignore := .5 Ignore Depth, ft dpier := 12 Pier Diameter, in S:= 266.7 Passive Pressure, pcf Hr H + ignore Hr = 4.5 F Pr := — Pr = 1656 No dpier B := B= 1 Guess Value: D:= 6 12 Given _ 2.34 -Pr AD=A�I+ 1+4.36•Hr S --2B 2 A ) � 3 D:= Find(D, A) D= (6.2) 13.5 JI C 1 Dpier := D +ignore Dpier = 6.7 J 4 1 A:= 1 Total Pier Depth = _ O 10 . 11 Drilled Pier Depth - Nonconstrained 2007 California Building Code - Section 1805.7 .2 F:= 1338 Lateral Load, lbs No := 1 Number of Piers H:= 4 Height to Top of Pier, ft ignore := .5 Ignore Depth, ft dpier := 12 Pier Diameter, in S:= 266.7 Passive Pressure, pcf Hr := H + ignore Hr = 4.5 , Pr := F Pr = 1338 No dpier B :_ B= 1 Guess Value: D:= 6 A:= 1 12 Given • A = 2.34 -Pr A Nr D= — • 2 1 + ] + 4.36-- ) S-D•2B A 3 5.7 D:= Find(D, A) D= ( ) \ 3.1 Dpier := D + ignore Dpier =(6.2) Total Pier Depth3.6 71 CSW 1 ST..., Pier Depths from Lateral Analysis: CSW/Stuber-Stroeh Engineering Group, Inc. 45 Levoroni Court 415.883.9850 Novato, CA 94949 Fax 415.883.9835 Pier Diameter: 12 inches End Pier = 6.75 ft Middle Pier = 6.25 ft Reference Tahle 18nd_2 Class of Materials Friction Force (psf) 1. Crystalline bedrock 750 2. Sedimentary and foliated rock 600 3. Sandy gravel, and/or gravel 400 4. Sand, silty sand, clayey sand, 250 silty gravel and clayey gravel Width: (SW,SP, SM, SC, GM, and GC) Weight: 5. Clay, sandy clay, silty clay, clayey 150 silt, silt and sandy silt (CL, ML, MH 98.23 and CH) 1389.60 Job Site Soil Classification: Clay, sandy clay, silty clay, clayey silt, silt and sandy silt (CL, ML, MH, and CH) Friction Force (from table): 150 psf (DL Only) Dead Load 200.00 psf (Total Load) Pier Depth 100.00 psf (Uplift) Solar Panel Vertical Uplift Model Name: Kyocera KD205GX-LP Length: 59.1 inches Width: 39 inches Weight: 40.8 lbs Capacity 2.55 psf 12 Dead Load Wind Load Pier Depth Vertical Vertical Vertical Uplift Trib Area (ftZ) (lbs.) (lbs.) (ft.) Capacity (DL) Capacity (TL) Capacity End Pier 98.23 250.39 1389.60 6.75 3180.86 4241.15 2120.58 Middle Pier 143.81 366.58 1123.10 6.25 2945.24 3926.99 1963.50 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 3032 LOUIS AVE Owner: Permit No: B07-1878 APN: 027-270-025 WOLFE, GREGORY Issued Date: 10/02/2007 By KEJ Permit type: MISCELLANEOUS 3032 LOUIS AVE Subtype: Private Garage/Shop OROVILLE, CA 95966 Expiration Date: 10/01/2008 Description: DETACHED SHOP/STORAGE 25X4 (530) 532-4471 Occupancy: Zoning: A5 Contractor Applicant: Square Footage: S N L CONSTRUCTION TOM CARD Building Garage Remdl/Addn 138 LA MIRADA PO BOX 5104 1,000 OROVILLE, CA 95966 OROVILLE, CA 95966 (530)589-5264 (530)589-2007 Other Porch/Patio Total '1,000 FEE INFORMATION DBEH Building Review Fee $75.70 DBF Garage -Wood Frame Plan Che $233.56 DBFIRE Fire Inspection (SRA) $102.70 DBFIRE Fire Inspection (SRA) $102.70 DBFIRE SRA Fire Plan Review (S $102.70 DBMSC Garage/Shop/Strge Wood F $350.34 DBOMSCF Fire Safe Standards Re $115.98 Total Charged: $1,086.08 Fees Paid: $1,086.08 DBSMIP Residential $2.40 Balance Due: $0.00 Receipt No: B4832 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License S N L CONSTRUCTION 866358 / B / 10/31/2007 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full force and effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 10/02/2007 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contractor's Signature Date ❑ I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that such improvements WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: 1:1I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑ Section f — I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance The Contractor's License Law dows not apply to an owner of the property who builds or improves carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Carrier: State Fund Policy Number: 713-01611405 Exp. Date:06/01/2008 Contractors License Law.). (This section need not be completed if the permit is or one hundred dollars ($100) or less. ❑ I AM EXEMPT under Section B. 8 P.C. for this reason: �I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ' SSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' X 10/02/2007 compensation provisions of Section 377ofthabor Code, I shall forthwith comply with those Owner's Signature Date provisio X 10/02/2007 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS $100,000, IN ADDITION TO THE COST OF COMPENSATION, ( ) injury, including death, and property damage caused arising out of, in any way connected with the issuance of this permit. I hereby acknowledge thatt is issuance of this pea rmit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte FEES. Count to enter the abov mentioned property for inspection purposes. I hereby certify that I am the prop y owner ora ori d to act on h pertyy efs behalf. CONSTRUCTION LENDING AGENCY 10/02/2007 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of Permittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) Owner Contractor OR: Agent for Owner ❑Agent for Contractor FILE COPY Lenders Address City State Zip Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND•REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at hqp://municii)alcodes.lexisnexis.com/codes/butteco/ Reference Number: B07-1878 Location: 3032 LOUIS AVE Parcel Number: 027-270-025 Date: 9/4/2007 Owner Name: WOLFE, GREGORY Phone: (530) 532-4471 iption: DETACHED SHOP/SPORAGE 25X40 Signature of Property Owner: FILE Date: 9/4/2007 �i �7 /0 �- j�am,a,,�� �� 7� BUTTE COUNTY FEE SUMMARY 7 County Center Drive Oroville, CA 95965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B07-1878 Job Address: 3032 LOUIS AVE Contractor: Fee Description Account Number Fee Amount Printed: 9/4/2007 9:15 am Paid Date Pmt Amt DBEH Building Review Fee 0021-540013-4614901-1010 $75.70 9/4/2007 $75.70 DBFIRE Fire Inspection (SRA) 0100-450001-4617240-1010 $102.70 9/4/2007 $102.70 0100-450001-4617240-1010 $102.70 DBOMSCF Fire Safe Standards Re 0010-440001-4210500-1010 $115.98 OBFIRE SRA Fire Plan Review (S 0100-450001-4617240-1010 $102.70 9/4/2007 $102.70 DBMSC Garage/Shop/Strge Wood F 0010-440001-4210500-1010 $350.34 DBF Garage -Wood Frame Plan Che 0010-440001-4210500-1010 $233.56 9/4/2007 $233.56 DBSMIP Residential 1001-0-280-1011298 $2.40 Printed By: Gwyn Benedict 19086.08 $514.66 Balance Due: $571.42 At the time of permit application, I was advised the above fees are required prior to issuance of the permit. These fee ay change du ' g-4he plan checking process. Signature: Date: 9/4/2007 Pursuant to Government code Section 66020, you are hereby notified those items listed above may have been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds 0 0 0 0 0 , �LrC g National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B07-1878 Location: 3032 LOUIS AVE Parcel Number: 027-270-025 Owner Name: WOLFE, GREGORY Description: DETACHED SHOP/STORAGE 25X40 Date: 9/4/2007 By: GLB Sub Type: Private Garage/Shop Phone: (530)532-4471 By signing below, I the project owner/owners' 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 buildouts 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 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 this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed: Title: FILE Date: 9/4/2007 California Department of Forestry and Fire Protection Butte County Fire Department Fire Prevention Bureau 176 Nelson Avenue, Oroville CA 95965 (530) 538-7888 Office, (530) 538-2105 Fax Reference Number: B07-1878 Date: 9/4/2007 Location: 3032 LOUIS AVE By: GLB Parcel Number: 027-270-025 Sub Type: Private Garage/Shop Owner Name: WOLFE, GREGORY Phone: (530) 532-4471 Description: DETACHED SHOP/STORAGE 25X40 To meet the requirements of Government Code section 51182 and Public Resource Code 4291, Butte County requires a pre -construction inspection to pro -actively provide the below building and site requirements to the property owner. Your property is located within the State Responsibility Area (SRA) of Butte County. All development within the SRA is required to meet the below requirements: ✓ Public Resources Code 4290 ✓ Public Resources Code 4291 ✓ California Building Code, Chapter 7A ✓ Butte County Improvement Standards Requirements prior to scheduling the pre -inspection: ✓ Full plan submittal to Butte County Development Services -Building Division ✓ Driveway and building pad must be identified on site ✓ Structure location must be staked out on the building site Requests for inspections shall be made a minimum of 72 hours in advance by calling the Fire Prevention Bureau's 24 hour inspection line at (530) 538-6837, ext. 169, (When the recording comes on, enter the extension number). For the pre -inspections, the property owner or authorized agent is required to meet the inspector at the construction site with two hard copies of the site plan. I have read and understand the above pre -inspection requirement 9/4/2007 Date Signature All of the Fire Safe Requirements are posted on the Butte County Fire Department website at http://buttefire.org/Fireprevention/protplan/protplan.html Rev'd 5/7/07 FILE F - - - - ELEC. PANEL �� CL 1..IQ NN_ ROOF LINE EAST 3QX4o l \ ROOF VENT � O 36" DOOR (MIN. HOBBY ROOM / FLOOR AREA 1,000 SQ. FT. . ' 3QX4Q Q i VEPLACE O �I t Lam-. 4' 40' PLAN VIEW 3/16" = 1' Ln N WEST j,t j �6l2Ala tool a 0 as Z O V) Mj L,6C.00N - � a L:._..J ❑ ,8Z'LLZ 3J L,6C.00S r a i o 'CAL Ok \ \ OIO O , co - � a L:._..J ❑ ,8Z'LLZ 3J L,6C.00S r CA �C/) rn �l m 0 NORTH. c,, sou %H NOR TH. W 25' NORTH PROFILE 3/16" = 1' " SOUTH PROFILE 3/16" = 1' 0 K Li ER -4856* ,,FS LEGACY REPORT Reissued October 1, 2006 ICC Evaluation Service, Inc. BusinessJRegional mice a 5360 wo`qrw Mill Road' Miltier, California 90601 ■ (562) 6994D543 Regional Office ■ 900 Monhdair Road, Suite A Birrriiri jiam, Alabama 35213 ■ (205) 599-9800 WWW.ICC-@S.OiQ Regional Office a 4051 West FbssmoorRoad, County Club Hills, Illinois W478a(708)799-2305 Legacy report on the 1997 Uniform Building CodeT" DIVISION: 06—WOOD AND PLASTIC Section: 06160 --Sheathing DIVISION: 07—THERMAL AND MOISTURE PROTECTION Section: 07460—Siding DURATEMP SIDING ROSEBURG FOREST PRODUCTS POST OFFICE BOX 1088 ROSEBURG, OREGON 97470 1.0 SUBJECT Duratemp Siding. 2.0 DESCRIPTION 2.1 General: Duratemp Siding is an exterior wall siding that is an all -veneer plywood product with a hardboard -face pty. Panels are generally 4 feet by 8 feet (1219 mm by 2438 mm), with length and width tolerances of 0 to '/e inch (3.2 mm), and have nominal thicknesses of 3/8 inch, t5/, inch, '/2 inch or7e/, inch. See Table 1 for siding details. The sidings have shiplap or square edges. 2.2 Performance Requirements: The siding panels are qualified under provisions of the APA Rated Siding Standard given in PRP -108, "Performance Standards and Policies for Structural -use Panels," which is recognized in evaluation report NER-108. 2.3 Installation: When the siding is applied directly to framing, the studs are spaced no farther apart than the span rating indicated on the trademark of the panel. See Table 1 for siding span ratings. When panels are applied over nailable sheathing, the framing may be spaced at 24 inches (610 mm) on center. Fasteners for attaching siding are corrosion -resistant box, common, or deformed shank nails. The siding is fastened directly to framing in acoordance with plywood requirements in Table 23 - II -13-1 of the 1997 Uniform Building CodeTm (UBC). Siding panels may be applied either directly to framing or over sheathing, provided all siding joints occur over framing and are protected with a continuous wood batten, approved caulking, flashing, or vertical or horizontal shiplaps, or are otherwise made waterproof to the satisfaction of the building official. Building paper must be installed behind the siding, in accordance with UBC Section 1402.1. 2.4 Shear Wall Construction: Shear wall values are as noted for plywood panel siding in UBC Table 23-11-1-1. The thickness of the siding at the point of nailing determines applicable values. 2.5 Identification: Identification of each panel is by a stamp bearing the APA -The Engineered Wood Association logo, the APA -rated siding trademark, the Roseburg Forest Products mill identification (480 and 482), the evaluation report number (ER -4856), and the span rating. See Figure 1 for typical stamp detail. 3.0 EVIDENCE SUBMITTED Report of tests in accordance with PRP -108; quality control manual; and product brochures. 4.0 FINDINGS That the Duratemp Siding described in this report complies with the 1997 Uniform Building Code"', subject to the following conditions: 4.1 The siding panel construction and installation comply with this report 4.2 The siding is manufactured at the Dillard and Riddle production facilities located in Dillard and Riddle, Oregon, with follow-up inspections by APA—The Engineered Wood Association (AA449). This report is subject to re-examination in two years. 'Revised July 2007 ICC -ES legacy reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as an endorsement of rhe subject of rhe report or a recommendation for its use. There is no warranty by ICC Evaluation Service, Inc., express or implied, as to any t finding or other matter in this report, or as to any product covered by the repon. Copyright 6 2006 Page 1 of 2 P,,,ge 2 of 2 ER -4856 TABLE 1—DURATEMP SIDING PANEL DETAILS NOMINAL PANEL THICKNESS (in) GROOVE VYIDTH (in) MINIMUM PANEL THICKNESS AT GROOVE (in) GROOVE SPACING (in) PANEL CONSTRUCTION (plies/layers) SPAN RATING (inches on center) 3/6 N/A 0.342' N/A 3/3 16 15/32 3/9 0.406 8, min. 4/3 24 3/9 0.386 8, min. 4/4 16 3/9 0.297 4, min. 4/4 16 1/2 3/B 0.406 4, min. 5/5 24 3/6 0.234 4 or 8 5/5 16 % 0.234 8, min. 5/4 16 ,9/ 32 N/A 0.559' N/A 5/5 24 3/8 0.297 8, min. 5/5 16 3/e 0.281 4 or 8 5/5 16 11/ 0.281 12 5/5 24 For SI: 1 in = 25.4 mm. ' Panel does not have grooves. Value is minimum net panel thickness. N/A = Not applicable (panel does not have grooves). APA THE ENGINEERED WOOD ASSOCIATION RATED SIDING 16oc 19/32 INCH EXTERIOR . 480- AA -649 PRP -108 ER -4856 APA THE ENGINEERED WOOD ASSOCIATION RATED SIDING 16oc 19/32 INCH EXTERIOR 482 AA -649 PRP -108 ER -4856 FIGURE 1—TYPICAL STAMP DETAILS 07 BUTTE COUNTY o� Fo DEPARTMENT Off' DEVELOPMENT SERVICES PERMIT NO. o o BUILDING PERMIT APPLICATION. o. o OFFICE #: (530) 533-7541 FAX #: (530) 533-2140 ' os - o o = �'''o A FEE WILL BE REQUIRED AT TIME OF APPLICATION .� Website: w. rw.buttecounty.net/dds BIN # 0u.N**PLEASE PRINT CLEARLY** OWNER INFORMATION Last Name f-/ Firese Mailing Address 6 �- Zea",( City 6�%%l State6 Zap Phone LZ _ —7/ 1 Fax E-mail 0 CONTRACTOR Name # �' G Address �( C A0 e k Nm City S State Zip Phone E-mail Fax Lic. # jp�Class Fax E-mail 0 PROJECT LOCATION AP# ©z-7 ✓ z-;70, 02 . Property Address 0 2— city City Cir i WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: we t Sq FT- Living ��D� Garage Open ov ❑ Structure Built without Permits 1 ❑ Proposed Change of Occupancy (Note previous use): 1 For office uskft. ARCH/ CT/ENGINEER Name FloodZone Address S City C State Zip Phone �y G Fax E-mail State License Number PROJECT LOCATION AP# ©z-7 ✓ z-;70, 02 . Property Address 0 2— city City Cir i WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: we t Sq FT- Living ��D� Garage Open ov ❑ Structure Built without Permits 1 ❑ Proposed Change of Occupancy (Note previous use): 1 For office uskft. APPLICANT INFORMATION Name' FloodZone Address S City C State Zip / . �Q. Phone �y G Fax E-mail PROJECT LOCATION AP# ©z-7 ✓ z-;70, 02 . Property Address 0 2— city City Cir i WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: we t Sq FT- Living ��D� Garage Open ov ❑ Structure Built without Permits 1 ❑ Proposed Change of Occupancy (Note previous use): 1 For office uskft. Zoning FloodZone S s No Occ. Type Const. Butte County Department of Development Services °OUTrF° Building Division 7 County Center Drive Oroville, CA 94965 530.538.7541 Phone www.buttecountv.net/dds 530.538.2140 Fax REFUND REQUEST APPLICATION - Butte County Code 3-41(d) Refund Policy. The Building Official shall not authorize the refunding of any fee paid except upon written application Med by the person originally paying the fee. The Building Official shall deduct all Development Services Department costs prior to authorizing any refund and shall charge one hour at the building division standard hourly rate to process the refund application and recover costs related to application, file set-up, and file archiving fees. Refunds may be processed as follows: The Building Official may authorize the refunding of: (1) any fee paid which was erroneously paid or collected (Refund processing fee not required). (2) permit fees and the plan checking fee when the application for a permit is withdrawn or cancelled before any plan checking is done. (3) the permit fees paid prior to the expiration of the permit providing no work has been done pursuant to the permit. (4) the permit fees paid prior to the expiration of the permit application, if the permit requested is not issued, but not after 180 days from the date of fee payment. (5) The Building Official shall not authorize the refunding of any filing fees, nor any plan checking fees, for work plan checked. hftp://municipalcodes.lexisnexis.com/codes/bufteco/ INSTRUCTIONS: Submit this application to Development Services for determination of refundable fees. A claim will be generated for any fees to be refunded and sent to the address below for signature (by the person whose name is on the receipt) and return to Development Services for payment processing. CLAIMANT'S NAME: d 1/20 S Y_e 37v pm .t3 ADDRESS (Include City/St/zip) PHONE(S): E-MAIL: B N_TY N D Sia 16 S A2.. ivc- ASSESSOR'S PARCEL NO.:. Z 7 - �_ 70-0z_ [Please use one claim form per permit.] BLDG PERMIT NO.: P�_ Receipt No. 1 Receipt No. 2 Receipt No. 3 RECEIPT NO.: RECEIPT DATE: RECEIPT AMOUNT: REASON FOR REFUND REQUEST: AL 4 c ,UV L.1. note: i ms reruns Torm is Tor Tees para ano receiptea at me time OT application/Issuance for a building permit. This may involve fees Development Services has collected for other departments such as Fire, Agriculture, Land Development and Environmental Health or collection of County Wide Impact Fees. In the event other department fees were paid along with building permit fees, Development Services will check with those departments to determine if any of the fees paid to them are refundable. This does not include fees paid directly to other departments, nor parks and recreation or school fees. If you paid other fees and were issued receipts other than from Development Services, please check with them for refund information. Building Plans for cancelled permits will be disposed of within 10 working days upon submission of a Request for Refund. If you want the plans, you may pick them up prior to that time. Signa Is re uired o i vidual who originally paid fees or authorized representative of the business that paid fees. k Signa Date K:/ s/Refund Application 012608• 180 day calculator from date of receipt is: #VALUE!�� a Receipt Number: B6815 Permit Number: B06-2663 APN:027-270-025 BUTTE COUNTY RECEIPT 7 County Center Drive Oroville, CA 95965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Paid By: WOLFE, RAMONA JOY JOE CARD Date Paid: 3/26/2008 Received By: MJS Pay Method: Check 1636 Printed: 3/26/2008 3:28 pm Fee Description Account Number Fee Amount DBOMSCF Permit Renewal Fee 0010-440001-4210500-1010 $118.98 Total Fees Paid: $118.98 12/24/2007 _ �y C, CD 0 CD iQtZ=?ta1_CyC=2131 W-721 p o C] t� o County of Butte Oroville, California GENERAL CLAIM CLAIMANT: Ramona Jov Wolfe & Joe Card ADDRESS: 2485 Notre Dame Blvd, Stue 370 PMB147 CITY & STATE: Chico, CA 95927 DATE OF CLAIM- 04/09/OR SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM DESCRIBE FULLY TO AVOID DELA AMOUNT Refund Claim - See attached calculation sheet APN: 027-270-025 Permit No.: B06-2263 PAID RETAINED REFUND Development Services $ 118.98 $ $ 118.98 Environmental Health $ _ $ - SMIP $ _ $ $ - IMPACT FEES - see other sheet $ $ $ - SRA Fire Inspection $ $ $ - TOTAL $ 118.98 $ - $ 118.98 ::: w:..... ..... >:::: :>:::: iiti :MWN >:::: >:» IDG: i °C ACC ` NT: 101001 DVLPMNT SVC 440-001 4210500 $ 118.98 1011298 SMIP 1001 280 $ - Impact Fees - See other sheet 101001 SRA 0100 4617240 $ - TOTAL $ 118.981$ 118.98 i, me unuersigneo, aeciare uneer penalty or perjury that the services or articles claimed have been performed or delivered, and that this claim is true and correct as stated. Dated this day of , 2008, at Calif. Signature of Claimant I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles specified above have been performed or delivered and that there is a Budget Appropriation or Specific Board Approval (Check one) for the same. Dated this day of , 2008, at Oroville Calif. Department Head or Authorized Deputy Dept. SEE Exp. Code BREAKDOWN Code PAYABLE FROM FUND UV INV I VVK1I t CStLVW I HIJ LINt - AUUI I UK'S USt ONLY DEPT & SUB PROJ I SUB. OBJ I CLAIM NO. I INV NO. I INV. DATE I ENCUMB. GROSS AMT. � 1 � — Im TZuss O LOOMIS OFFICE 3243 Rippey Road Loomis, CA 95650 Phone: (916) 652-4655 Fax: (916) 652-3860 , ly MARYSVILLE PLANT 5033 Feather River Blvd. Marysville, CA 95901 Phone: (530) 743-8855 Fax: (530) 743-8856 Trussittal �s� n �n Designed By: Date: Technical Representative: Rick Patterson August 31, 2007 Troy Moss ��'U couriTy * All enclosed drawings are in alpha -numerical order DEVELOPMENT SERVICES Office Phone: Office Fax: C'`_l;alnt SNL Construction Plan/Elevation: Floor Components O Roof Components: Work: Order # 0570807 Pr01ect 25'x40' Hip Garage Oroville, Ca. �07-1976' Site Phone: r BUTTE COUNTY BUILDING DIVISION Site Contact: ,r -M Original Submittal O Complete Revision O Partial Revision: Replaces individual drawings O Addition: Add to Original Submittal 1. cr ,loD mnle: J'I'ANDARD HIP RAFTER 8) SETBACK Truss LD: RAF -5 Qty: 1 ERG X -LOC REACT SIZE REWD TOP CHORD 2x4 FL #1 R Btr. Plating spec ANSI/7PI - 1995 1 0- 2- 8 623 4.95', 1.501 THIS DESI(�J IS THE 0Ohtf'OSITE RESULT OF 2 11- 2-11 761 1.50' 1.50' MULTIPLE LOAD CASES. SLIDER 2x4 FL p1 l; d ( PLATE VALUE$.PER ICED RESEARCH REPORT #1607: Pepprnrrer>ent bracing isoappr��equnniyyres (by others) to ANSIentI1_1t995 �1U.3L4,5..3nd a H3 - 6.� PLATING BASED ON GREEN LUMBER VALUES., 11-1-12 11-1-12 1 1 3.54 903-5 6 -6 �6 Drwg: UPLIFT REACTIONS) NORIwrt REAL -116# start rt 2 113# This truss is designed using the UBC -97 Code. Bldg.Encl = Yes, End Zane = No Hurricane Oceen Line = Na , Categorryy = C Bldg = 99.00ft, Bldg Width = 30.00ft, Meeh roo height = 18.65ft, MPH = 70 Classification = 4, Dead Load = 12.0 psf LOAD CASE #1 DESIGN LOADS Dir L.PLf L.Loc R.PLf R.Loc LL/TL TC Vert 0 0-0-0 142.3 9-10-13 TC Vert 30.0 ?--19.-13 .53 30.0 11-.5-12 .53 V S UP a BUTT COUNTY � �"il/ YAAPNIAx J2;3 10 BUILDING i,#Uvi 1-9-15 APPR0VIE-'D; 2-0-0 11-3-7 3 q 11-1-12-1 11-1-11 TruswaL Systems Plates are 20 ga. unless shown by "18"(18 ga.) or 1'H"(16 9a_), positioned per Joint Report. Circled plates and false 3/15/99 Scale: 516" = 1' tBF: 29.3 N0: LLM10 I WARNING Read all notes an this sheet and.give a copy of it to the Erecting Contractor. T Thio design is for an individual building component. It has been based onepecfrations provided by the component manufacturer and done in Chk' Customer Name • SRU accordance will the current v—iom of'rPi and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are tobe verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on Dsgnr: #LC = 6 ISMAL this design meet or exceed the loading imposed by the local building code. It is assumed that the top chord is laterally braced by the roof or floor TC Live 16.0 psf Du Maes L=1.25 P=1.25 ' �I SYSTEMS sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead 14.0 psf Rep Mbr Bnd 1.00 4483 Nonbpark Dr., Colo Springs, CO 8D907 content of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, bandit, install and brace this truss in accordance with the rollowing standards: 'TRUSCOM MANUAL', by Tnrswal, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES'- BC Live .0 psf 0. C. Spaci ng 2- 0- O (QST -88), 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (NIB -91) and 'IIID -91 SUMMARY BC Dead 10.0 psf Design Spec UBC -97 Tp5.0 Version 09.30.98 SIME-71" by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onorrin Drive, Madisnn, WieC"Min 53719. The American Forest and Paper Association Def L Ratio: L/240 TC: L/180 (AFPA) is located at 1250 Connecticut Ave, NW, Ste 200, Washington, UC 10036. TOTAL 40.0 psf I ,v END JACK / RAFTER STANDARD DETAILS (CALIFORNIA STYLE) TRUSS PLATES AND LUMBER AS SHOWN, OR PER INDIVIDUAL TRUSS DESIGNS. (3-4 ALT.) 2-6 CONNECTION DETAIL "A" (TOP CHORD TO HIP GIRDER) JACK TOP CHORD RUNS OVER GIRDER TOP CHORD. (2) 10d or 16d NAILS, THROUGH JACK T.C. INTO GIRDER TOP CHORD, TOE - NAILED, OR ADEQUATE MECHANICAL HANGER PER MANUF. CATALOG - OPTIONAL EXTENSION 3-4 HIP GIRDER CHORDS B B CONNECTION DETAIL "B" (BOT CHORD TO HIP GIRDER) (L) 1U0 Or 'ItiO NAILS, THROUGH JACK B.C. INTO GIRDER BOT CHORD, TOE - NAILED, OR ADEQUATE MECHANICAL_ HANGER PER MANUF. CATALOG. NOTE: IF 2'-0" SIDE JACK BOTTOM CHORDS ARE USED (INSTEAD OF WEDGES AT THE WALL), THEY MAY BE ATTACHED TO THE BOTTOM CHORD OF THE FIRST END JACK AS PER DETAIL "B" JACK TOP CHORD: 2X4; #2 OR BETTER DF -L, #1/#2 OR BETTER CAN S -P -F, #1 OR BETTER S -P -F, #2 OR BETTER HEM -FIR, OR 165OF MSR ANY SPECIE JACK BOT CHORD: 2X4; #2 OR BETTER ANY SPECIE, OR 165OF MSR ANY SPECIE CORNER RAFTER: 2X6; SELECT STRUCTURAL ANY SPECIE, OR 165OF MSR ANY SPECIE, OR DOUBLE (STACKED) ZX4 PER OTHER STANDARD DETAILS, OR 2X8 #2 OR BETTER ANY SPECIE. -TOP CHORD LENGTH MAY VARY FROM 6" MINIMUM TO 8'-0" MAXIMUM, WITH EXTENSIONS SUPPORTED AT 48" O.C. MAXIMUM BEYOND. -TOP CHORD MAY BE SPLICED AS SHOWN, ABOVE THE HIP GIRDER ONLYI -BOTTOM CHORD LENGTH MAY VARY FROM 6" MINIMUM TO 8'-0" MAXIMUM, -DO NOT SPLICE THE BOTTOM CHORD. -TOP CHORD PITCH MAY VARY FROM 4/12 MINIMUM TO 8/12 MAXIMUM. -BOTTOM CHORD PITCH MUST BE FLAT (0/12). -2X6 RAFTER MAY BE SEAT CUT AT WALL, AND TRIMMED TO 2X4 WIDTH (3.5") FOR - OVERHANG UP TO 34" (24" @ 45 DEGREES) MAX. -THIS DETAIL APPLIES TO 45 DEGREE HIPSET JACKS AND CORNER RAFTERS ONLYI CONNECTION DETAIL "C" (TOP CHORD TO RAFTER) JACK TOP CHORD MUST BE SINGLE A0PBEVELED OR DOUBLE BEVELED 10d or 16d NAILS, THROUGH EACH JACK T.C. INTO RAFTER, TOE -NAILED, PER SCHEDULE BELOW, OR ADEQUATE MECHANICAL HANGER PER MANUF. CATALOG. NAILING REQUIRED: 2'-0"& 4'-0" JACK T.C. (2) NAILS 6'-0" JACK T.C. (3) NAILS 8'-0" JACK (ONE FACE OF - - RAFTER ONLY) (4) NAILS TC Live 16.80 per DurFecs L-125 P-1.25 DESIGNED FOR 10 PSF NON -CONCURRENT BOTTOM CHORD LIVE LOAD. TC Deed 14.00 psf Rep Mbr end 1.15 PLATES & NAILS DESIGNED FOR GREEN LUMBER VALUES. OC Live 0.00 paf O.C.Specing 2- 0- 0 WIND LOADED FOR 75 MPH, EXPOSURE -C", MAXIMUM. 8C Deed 10.00 psf DestOn Spec UBC -s7 NO POINT LOADS, MECHANICAL UNITS, HVAC, SPRINKLERS, OR OTHER ITEMS CAUSING ADDITIONAL LOADS ON THE STANDARD JACKS IS TOTAL 40.00 psf DEFL RATIO: U240 TC: U180 ALLOWED, WITHOUT SPECIAL DESIGN. " THIS DETAIL IS PROVIDED AS A SUGGESTED SOLUTION TO THE APPLICATION SHOWN ONLY. IT IS NOT INTENDED TO REPLACE OR SUPERCEDE ANY SIMILAR ® DETAIL THAT MAY HAVE BEEN PROVIDED BY THE BUILDING DESIGNER. IT IS THE RESPONSIBILITY OF OTHERS TO VERIFY THE ADEQUACY OF THIS DETAIL IN RELATION TO ANY SPECIFIC PROJECT, AS TO ITS APPLICATION AND INTENT `_�_�'�SV SYEAW APPLIED TO THIS OR ANY SIMILAR ISSUE. TRUSWAL SYSTEMS ASSUMES NO 1 -PLY OR MORE GIRDER B B B l C A / I C B B Al C RAFTER REF: EJ -1 Truswal Systems Division 4445 NORTHPARK DRIVE, SUITE 102 COLORADO SPRINGS, CO 80907 (800) 322-4045 FAX:(719) 598-8463 7/30/07 To Whom It May Concern: Typically, the top chords of end jack trusses are attached to the girder truss simply by using (2) 16d common nails, toe -nailed through the side of the jack top chord into the top of the hip girder. This connection is adequate provided that the bottom edge of the jack top chord is in contact with the corner of the flat top chord of the hip girder, and provided that the load placed on the girder from each jack is no more than 400#. There is no need to insert a wedge under the jack top chords at the hip girder unless one or both of the two criteria mentioned above are not followed. Sincerely, Larry Messarner, P.E. ITW BCG — Truswal Systems, Colorado Springs LarryMessamer(a-)truswalco.com C:\Documents and SettlngslarryMessamermy Documents101d FileWackConn.doc ��- 9,9;a'' 4 -: Ce ?:" LN Z 4- rF m ch 5 W STANDARD PRESSURE BLOCKING DETAIL END VIEW USE (6) 10d BOX NAILS PER BLOCK AS SHOWN, TWO NAILS BOTTOM CHORD OF HIP GIRDER PLACED AT 4" FROM EACH END OF BLOCK, AND TWO NAILS EVENLY SPACED IN THE CENTER OF THE BLOCK. THE VERTICAL OFFSET IS MORE IAN 1', USE A PRESSURE BLOCK JE SIZE LARGER THAN THE BOTTOM iORD OF THE GIRDER, OTHERWISE IE BLOCK MAYBE THE SAME SIZE AS IE GIRDER BOTTOM CHORD. 1 OR MORE PLY HIP GIRDER TRUSS END OF PRESSURE BLOCK (Lowered to match Jack) JACK BOTTOM CHORD MAXIMUM SUPPORT REACTIONS', LBS. PER JACK TRUSS BLOCK: 2X4 2 BOX NAILS TO BLOCK 2X6 3 BOX NAILS TO BLOCK DURATION: 1.00 1.15 1.25 1.00 . 1.15 1.25 S.PINE 132 152 152 198 228 248 OF -L 112 129 140 168 193 210 HEM -FIR 105 121 131 158 182 198 S -P -F 90 104 . 113 135 . 155 169 'REACTIONS ARE EITHER UPWARD OR DOWNWARF-� MANY B.ui-lding Components Group, Inc. THIS DETAIL IS PROVIDED AS A SUGGESTED SOLUTION TO THE APPLICATION SHOWN ONLY. IT IS NOT INTENDED TO REPLACE OR SUPERCEDE ANY SIMILAR ® DETAIL THAT MAY HAVE BEEN PROVIDED BY THE BUILDING DESIGNER. IT IS THE RESPONSIBILITY OF OTHERS TO VERIFY THE ADEQUACY OF THIS DETAIL ■ ��� IN RELATION TO ANY SPECIFIC PROJECT, AS TO ITS APPLICATION AND INTENT `_i__'�_�Z�i�47 APPLIED TO THIS OR ANY SIMILAR ISSUE. TRUSWAL SYSTEMS ASSUMES NO RESPONSIBILITY FOR FIELD INSPECTION OR WORKMANSHIP QUALITY. SIDE VIEW 1 OR MORE PLY HIP r;IpnFp TRI IRS END OF PRESSURE BLOCK JACK BOTTOM CHORD 0 USE (2) 10d BOX NAILS THROUGH BOTTOM CHORD OF END JACK INTO END OF PRESSURE BLOCK FOR 2X4, USE (3) 10d BOX NAILS FOR 2X6 LUMBER. SEE TABLE AT LEFT. i Yij�!:.\ � _ V, �\\( �` �'i...�x+,¢�� �.,m �; L�x SMS •.e. pl I.0 Y girt! �r�• r�`�`\'a DATE: 8/10/2005 'lFO CAi 1` O REF: PBLK-1 O O T O O O W TRUSWAL SYSTEMS 4445 NORTHPARK DRIVE, SUITE 200 COLORADO SPRINGS, CO 80907 (800) 322-4045 FAX:(719) 598-8463 8/3/00 RE: Toe -nailed connections To Whom It May Concern: It is permissible to use toe -nailed connections between short -span trusses and girder trusses instead of mechanical hangers. The connection must be done based on the indicated reaction force at that bearing location, and using the ' LN71 chart below (based on DFL green lumber, non -snow load conditions, and 10d or ; 16d nails): REACTION # TOE -NAILS REQUIRED 0# -136# 2 — 10d or 16d 137#-204# 3 —10d or 16d 205#-272# 4 -10d or 16d Al0gE USE RANGER I trust that this information is helpful and clear. If there are any further questions or comments, please do not hesitate to contact a Truswal Systems engineer at your convenience. - C007094001-020 � iVBulWing Components Group, lne. Truswal Systems Division 4445 NORTHPARK DRIVE, SUITE 102 COLORADO SPRINGS, CO 80907 (800) 322-4045 FAX:(719) 598-8463 4/4/07 RE: Bracing on Truswal engineering. To Whom It May Concern:: Lateral bracing specified for the webs and chords on Truswal's approved engineered truss designs may be attached to either edge (top or bottom) of the member. Do not notch or cut any truss members to accommodate the bracing. This applies to. all Truswal Systems approved designs. System bracing, including diagonal and/or "X" -bracing to support the lateral bracing, and all bracing connections are the responsibility of the Building Designer. See ANSI/TPI 1-2002. The graphical represented location (top or bottom) indicated on the design drawing is not a required location specification, but only a requirement for bracing. Purlins attached to the face of pole -barn truss chords or webs are acceptable provided that adequate blocking between plies is installed and connections provide continuity through the truss assembly from one face to the other. It is the responsibility of the Building Designer to design and detail these blocks and connections as part of the building bracing unless otherwise indicated on the individual approved truss design. drawings. If you have any questions please do not hesitate to contact a Truswal Systems engineer at your convenience. Sincerely, Larry Messamer, P.E. ITW BCG — Truswal Systems, Colorado Springs LarryMessamer(a)truswalco.com CMocuments and SeltingsVarryMessamerl\My Documents\Old files\bracing-rev.doc .la1 CO - C007094001-006 JT1M��Building Components Group, In+c. Truswal Systems Division 4445 NORTHPARK DRIVE, SUITE 102 COLORADO SPRINGS, CO 80907 (800) 322-4045 FAX:(719) 598-8463 4/4/07 Users of Truswal engineering: C00100316ON TX01087001-001-rev2 The TrusPlusTM engineering software -will correctly design the location requirements for permanent continuous lateral bracing (CLB) on members for which it is required to reduce buckling length. Sealed engineering drawings from Truswal will show the required number and approximate locations of braces for each member needing bracing. In' general, this bracing is done by using a 1x or 2x member (attached to the top or bottom edge of the member) running perpendicular to the trusses and adequately designed, connected with a minimum of (2)10d box nails, and braced to the building per the building designer (Sec: ANSI/TPI current version). The following are other options (when CLB bracing is not possible or desirable) that will also satisfy bracing needs for individual members (not building system bracing): 1. A 1x4 or 2x4 structurally graded "T" brace may be nailed flat to the edge of the member (up to 2x6 web members only) with 10d common or box nails at 8" o.c. if only one brace is required, or may be nailed to both edges of the member if two braces are required. The "T" brace must extend a minimum of 90% of the member's length. For 2x8 and larger web members, bracing must be done per building designer, or 2. A scab (add-on) of the same size and structural grade as the member may be nailed to one face of the member with 10d common or box nails at 8" o.c. if only one brace is required, or may be nailed to both faces of the member if two braces are required. A minimum of 2x6 scabs are required for any member exceeding 14'-0" in length. Scab(s) must extend a minimum of 90% of the members length. 3. Any member requiring more than two braces must use perpendicular bracing or a combination of scabs and "T" braces, or any other approved method, as specified and approved by the building designer. 1. L EXAMPLES kC E S Please contact a Truswal engineer if there are any questio CADocurnents and SetlingslLarryMessarnerlWy Documents101d Flles\Drace-new{ev2.doc 2. 0 N F() Aob -ro �Q T RlZaE5 g ff �, �j Roofline 3D Layc ��U��JU UIQ LE000v S y s t e m u`�S X 40 Hip Garage SNL Corlstr-Lx ctlorl Oroville sa. s� sc� s� 5�a sa sa S� Y(O s(4 sa SALES REP TM DUE DATE : DSGNR/CHKR RP / RP TC Live 16.00 psf TC Dead 9.00 psf BC Live 0.00 psf BC Dead 8.00 E/Aln, Is Total I 33.00 psf RlZaE5 g ff �, �j Roofline 3D Layc ��U��JU UIQ LE000v S y s t e m u`�S X 40 Hip Garage SNL Corlstr-Lx ctlorl Oroville sa. s� sc� s� 5�a sa sa S� Y(O s(4 sa SALES REP TM DUE DATE : DSGNR/CHKR RP / RP TC Live 16.00 psf TC Dead 9.00 psf BC Live 0.00 psf BC Dead 8.00 psf Total 33.00 psf 0 N WO# : 0570807 Date : 8/30/2007 12:40 DurFac-Lbr 1.25 DurFac-Plt 1.25 O.C. Spacing : 24.0 Code : CBC -01 #Tr/#Cfg : 53 / 0 Job Name: 25 X 40 Hip Gara BRG X{OC REACT SIZE REO'D TC 2X4 DFL #1 1 0-1-12 1839 3.50' 1.95' BC 2X4 DFL #1 2-24-10-4_1838..3.517�.1.95L.,. ,, WEB ..,..�2X4.DFL. STANDARD �.�� BRG REQUIREMENTS sthowrl are based ONLY Lumber shear allowables are per NDS. on the truss material at each bearing PLATE VALUES PER ICBO RESEARCH REPORT #1607. MAX DEFLECTION ( ) :1 U999 MEM 8-9 C Loaded for 10 PSF non carlarrent BCU._ (L L= -0.11T' D= -0.15' T= -0.35' Drainage must be provided to avoid podding. Permanent bracing is required (bv others) to CRITICAL MEMBER FORCES: TC .Y > CSI event rotat'xxt/t h See 9BCSI 1-03 pr Opp ng. ANSI/TPI 1. 1-2 1 371 1. 0. 2-3 �7 12 429 t.80 0.99 34 •1 12 42 1.90 0.99 and PLATING BASED ON GREEN LUMBER VALUES. ds 12 371 i.6o 0.a4 SnowDur L=1.15 P=1.15 BC COMP. TFNS. CSI 6-7 noted. Mamrp sW m Is for lateral support of to porins nenlbens any to reduce buck9rg la glh. TMs comoonard snag not be planed in any env'm"mam mat I in re se the moisture contend of the wood to exceed leve and/or cause connector pate corrosion. Fabricate, haeme, Install -274(1. 12 0.7� 7-8 -271(1.80 331712 0.78 Rep Mbr Bnd / Comp / Tens 8.9 -271(1.80 331 12 0.78 9.10 -274(1. Y 3288(1. )0.79 and brace this buss In a000rmnoo with the folwwma srarmrds:',whm and aiding oeW Raper& available as %W from Tnrswal software. M COMi P.oct9p0TENS.??) CSI 1.00/1.00/1.00 2-7 ) 41 1j •ANsvriol r, WrCA 1' - Abod Tu15s Council ofAnnerlm Standard Design Respornsibtli11e5,13UhDING CCMPM Nr sAFEry a FcRIimnoN - 3 O.C.Spacing 2- 0- 0 62(1160Y (BCSII 1-03) and'BCSI SIU MAARY SHEETS' by WTCA and TPI. The Tnrss Plate WOW (TPI) Is located at 583 D'Onorrw pee, Mamson, 4-9 055'37 J8 1= 0-3-15 Truss ID: Al RESULT OF 1 -PLY AND T' HANGER NAILS FOR MULL GIRDERS. IF 2.5' GUN NAILS ARE USED, HANGERS MUST BE REVALUATED (6) Continuous lateral tracing attached to flat TC as indicated Lumber mat be structural grade. Brace @ 24" o.c. unless noted. 7-7-13 1 4-10-3 4-10-3 7-7-13 7-7-13 12.6-0 174-3 25-0-0 7-10-16 r 7-10-13 1 3 4 5, 5 275# I 9-0-0-.00 -5.00 This design based on chord tracing applied per the following schedule - max o.c.-Froin-to w...... TC 24.00' 7-10.15 17- 0.0 This truss is designed using the CBC -01 Code. Bldg Enclosed = Yes, Importance Factor = 1.00 Truss Location = Not End Zone HumcanefOcean Line = No, Exp Category = C Bldg Leith = 40.00 ft, Bldg Width = Z5.00 ft Mean rood �iq�tt 11.81 ft, mph = 75 CBC Standard0aupancy Dead Load= 10.2 psi -LOAD CASE #1 DESIGN LOADS Dir LPIf LLoc R.PB R.Loc L JTL TC Vert 66.00-2-0- 0 66.00 0.0.0 0.48 TC Vert 50.00 0-0.0 50.00 8-0-0 0.64 TC Vert 121.35 8- 0- 0 121.35 17-0- 0 0.64 TC Vert 50.00 17- 0.0 50.0025-0-0 0.64 TC Vert 66.00 25.0.0 66.00 27- 0.0 0.48 BC Vert 38.83 0-0-0 38.83 25- 0.0 0.00 Tyyppee ms XLoc LL/TL TC Vert 0.0 0-1-12 1.00 TIC vert 176.0 8- 0.0 1.00 TC Ven 99.0 B-0-0 0.00 TC Van 176.0 17-0-0 1.00 TC Ven 99.0 17-0-0 0.00 TC Ven 0.0 24-1D-4 1.00 0-3-15 B1 B2 W:308 8 . R 1839 R:1838 U:�23 U,_ 25-0-0 6 7 8 9 10 7$� 4-114-11-15 4-114-11-1- 5 7-6-1- 7-6-1 124li-0 17-5.15 25-0-0 •fix 17 ����_���,� 4- I SHIP N 268 - Homewood Truss WARN/ NGRead all notes on this sheet and give a copy of It to the Erecting Contractor. rust SNL Construction This design Is for an kidividual bi o corn oorent net buss system it no been eased on specifications provided by me mnoonent ma neemirer WO: Drive T 0570807_L00004_J00001 (A) and done In accordance with de aarerd versions of TPI and AFPA destri sta dais. No mWonsway Is assumed for dYnmeknw accuracy Moision3 Dsgnr. RP #LC = 16 WT: 139# mamba wdeed by oe norrpaera mmwfactim aMbr todMm deslow priw to fandcabm. me ou9atp deslgnet crus! ascertain Inst de wads TRU SWAL utilized on ddrewad 9r�o=ed��ew�br a�t�pad darapp9�dan. Tilade la d�thetopdiord TC Live 16.00 psf LiveDur L=1.25 P=1.25 Is tater , ratless ourenv1se TC Snow 0.00 psf SnowDur L=1.15 P=1.15 ® SYSTEMS noted. Mamrp sW m Is for lateral support of to porins nenlbens any to reduce buck9rg la glh. TMs comoonard snag not be planed in any env'm"mam mat I in re se the moisture contend of the wood to exceed leve and/or cause connector pate corrosion. Fabricate, haeme, Install TC Dead 9.00 psf Rep Mbr Bnd / Comp / Tens and brace this buss In a000rmnoo with the folwwma srarmrds:',whm and aiding oeW Raper& available as %W from Tnrswal software. BC Live 0.00 psf 1.00/1.00/1.00 /!9117 Building Components Group, Inc. •ANsvriol r, WrCA 1' - Abod Tu15s Council ofAnnerlm Standard Design Respornsibtli11e5,13UhDING CCMPM Nr sAFEry a FcRIimnoN - BC Dead 8.00 psf O.C.Spacing 2- 0- 0 4445 Northpark Dr. Ste. 102, Cob. Spga., CO 80507 TRUSPLUS 6.0 VER: T6.5.31 (BCSII 1-03) and'BCSI SIU MAARY SHEETS' by WTCA and TPI. The Tnrss Plate WOW (TPI) Is located at 583 D'Onorrw pee, Mamson, Wisconsin 53719. The Amerlmn Forest and Paper Association (AFPA) Is Ionaed at 1111 19m SlneK NW, Ste 900, Washington, oc 20038. Bldg Code: CBC -01 DEFL RATIO: L/240 TC: U240 Job Name: 25 X 40 Hip Garage Truss ID: A2 Qty: ' BRG X -LOC REACT SIZE REO'D TC 2x4 DFL #1 Platings ' ANSVTPI -1995 This design based on chord tracing applied 12 1 0-1_ 957 3.50" L -R BC _ 2(4 DFL #1 _ _ _ THIS DES GN IS THE COMPOSITE RESULT OF per the follo ving schedule: on the truss material at each bean MAX DEFLECTION (span) 1 L1999 MEM 9-10 (L L= -0.07' D= -0.14" T= -0.217' CRITCAL MEMBER FORCES: -5 �.� y� csl 1-2 -1 1 389 1. 0. 2-3 -141 1 1.60 028 3-4 -1 12 341 1.80 0.84 a5 -tat t 160 0.29 5.6 -1589 12 1.60 0.40 7-8 _280(1. 14t7(i. 0.42) 8-9 268(1.80 12197(12 0.41 9.10 -294(1. )r 141 (1 0.41 WB C4OpM�P. T(ENS.(DUR.) CSI 2-8 38 �211((180yy4(125)))0.13 4-8 -.1I350((18800y1Y 133x1,2850))013 55.9 -242(11125y %11(((111.80) 0.08 TC as indicated. Lumber must be structural HANGERS MUST BE RE-EVALUATED (BY OTHERS). This buss is designed using the grade. Brace @ 24" o.c. unless rioted. PLATING BASED ON GREEN LUMBER VALUES. CBC -01 Cade. Bldg E =Yes, importance Factor =1.00 Truss Location = Not End Zone Hurricane/Ocean Line = No, Exp Category C Bldg �a�t� = 40.00 ft, Bldg Width =25.00 ft Mean rad h =rc�M - 12.23 ft, mph = 75 CBC StandardOcarpancy, Dead Load = 10.2 psi 4-5-8 1= 0-3.15 2 77-0-0 7-0-0 7-0-0 1540-0 25.0-0 9-10-15 9-10-15 t 1 2 t3 4 5 6, 5.00 5-041� -5.00 V �lJrZ� 0// /G ®L/(0 -y 1 5-3.6 SHIP = 0-3-15 11 61 B2 W:308 W:308 R:957 R:957 U:-236 U:-236 II2-00 25-0-0 t 7 8 9 10 7-0-0 9-0-0 16-0-0 25-041 8/3 007 268 - Homewood Truss WARN/ NGRead all notes on this sheet and give a copy of it to the Erecting Contractor. oust SNL Construction This design Is for an InaNa,al building cormonem ria miss system it has been based an spemimtfahs lin, by tis cortponem mmndamrer WO: Drive T 0570807 L00004_J00001 (A) and darts In e000rdattce with the Wrent versions of TPI and AMA design slmdeds. M responsibility is assured ford M=;IDrd accuracy. Dimensions Dsgnr. RP 1LC = 16 WP. 141# ata to be vef0ed by tlhe mroonent memrtactim ardla tx p de$Ww prior to fabrication. The tm6mrq rtuat asoenahh trim the lodes TC Live 16.00 psf LiveDur L=1.25 P=1.25 mtlma m n& design meet a emeea the � M the local Iii g ooae em ne l The d� essunes trim the top da T R U S WA L s latewey traced by the roof «floor Wmawng end me bottom mad b tdmfly braced by a W sheathing rtmtedat dtreaty attained, unless otrtermse ' °°"°° ° TC Snow 0.00 psf SnowDur L=1.15 P=1.15 ® SYSTEMS thartmcist cuenlwodfoaceed 19% a � p�e�n h,0. � ��he moa� TC Dead 9.00 psf p R Mbr Bnd /Com /Tens Rep p and brace the Mess In ecaadanoe with the following sfarmem: tlotm and Ctmlog Detail Repots• availble as sage from TnONW software, BC Live 0.00 psf 1.1511.00/1.00 NW Building Components Group, Inc. 'ANSVIS 1'. V4TCA V- Wood Truss Council of America Standard Design Responsibilities, BUILDING fTSAFMINFOIAMTON- BC Dead 8.00 psf O.C.Spacing 2-0-0 443 Nordrpar* Or. sfo. 10Z Cob. SP9&, CO &0907 (BCSI 1.03) ed SCSI SUWAARM SHEETS by WTCA and TPI. The Tnrss Rate Institute(TPI) Is boated at 583 D'Qwhb We. Madison, TRUSPLUS 6.0 VER: T6.5.31 Wscorwn 53719. The American Forest and Paper Association (AFPA) Is located at 111119th Street. NW. Ste 800, Washington, DC 20038. Bldg Code: CBC -01 DEFL RATIO U240 TC: U240 Job Name: 25 X 40 Hip Garage BRIG X -LOC REACT SIZE REO'D TC 2x4 DFL #1 1 0. 1-12 957 3.50' 1.50' BC 2x4 DFL #1 on the truss material at earn bean MAX DEFLECTION(( ,n 15 Lr999 MEM 8-9 (L L= -0.OT' D=-0.06' T= -0.17' CRITICAL MEMBER FORCES: �23TC camp. 1.2 -15 1. 3ffi -1 1. 334 -1059 1 45 -1 12 35$ -1596 1 3 -8 Willi 06iP. y TENS. CSI 7.6 _298(1. 1423(1. 0.4� 8.9 1 1.80 1059 L2 0.38 9.10 -298(1. p 1423(1 0.42 wB COMP. vv TFNS.(DLR) CSI 2.8 287(1. 5y 17 1.60) 0.07 3-0 dt(1.80�1 422(1.20.17 4-9 1. 42255(.1.2 0.17 5.9 287(125)/ 17 1. ) 0.07 2. Truss ID: A3 RESULT OF GIRDERS. IF 2.5" GUN NAILS ARE US HANGERS MUST BE RE-EVALUATED 7-0-0 5-0-0 7-04) 7-0-0 12-0-0 1B-0.00 25-0-0 11-10-15 11-10-15 r 1 2 13 r4 5 61 5.00 14 5.00 4-4 Qty: 2 k ON(S): 236 Ib 236 Ib designed using the is. rid = Yes, Importance Factor = 1.00 on = Not End Zane Dean Line = No. Exp Categoty = C = 40.00 It, Bldg Width = 25.00 75 ft �t 12.64 ft, rtph = rd kcuparncy, Dead Load = 10.2 psf av vN 0 6-1-6 tSHIP 0-3-15 B1 B2 W:308 W:308 R:957 R:957 V-236 V-236 i 25-0-0 F -I r 7 8 9 10 t 7-0-0 940-0 1640-0 25.0-0 8/30/2007 268 - Homewood Truss WARNI NGRead all notes on this sheet and a copy of It to the Erecting Contractor. Cust SNL Constriction give This design Is for an Individual tulldl calpareat clot Sus system Ithas been oared on spedlxalwre provided by the mnvonem meedactim WO: Drive T 0570807_L00004 J00001 (A) and dare In aooadance with ure aalem mrsions of TPI and APPA design standarOs. No msponsu,udy Is manned for dimensional aaruary. om,enslons nr. RP #LC = 16 WT: 134# are to be vemled by the mevanem main foche r aorta balding designer prior m fabrication. The building designer must ascertain that Ore loads TC Live 16.00 psf UveDur L=1.25 P=1.25 wm:ed on ads design meet or erne Are loada by mlocal Iolox code and the particular application. Ttwe design assumes mft top dwd T R U S WA L Is IateraBy bremd by the rod or Iloor sheaddMg aro the bodan mad Is laterally braced by a rigid shealNrg material dha* attadre(, unless attrerwlse fritting Is for lateral to bnci ift fern Tnls shall not be in any TC Snow 0.00 psf SnowDur L=1.15 P=1.15 ® SYSTEMS noted. shown support of components members only reduce . OmVorrem placed e1N101mPrdthat 1 atm - the moisture oauerdathe wood toA 1e%ewacanseconneotapatemrosion• Faatcme•handle,mstaa TC Dead 9.00 psf Rep MbrBnd/Comp /Tens and brace Oda turas in accordance with ttre following standees:'Jolnl and Culling Data Reports• available as mW from TnGNW sortware, BC Live 0.00 psf 1.15/1.00/1.00 tflW Bullding Components Group, Inc. •ANsvym I-, vjrCA 1' -wood Tnm Council dAmerira Standard Design Responsibilities, BUILDING COMPONENT SAFETY IPEORMAnor4- BC Dead 8.00 psf O.C.Spacing 2- 0- 0 4445 Nampark Dr. Ste. 102, Colo. Spga., CO 60907 (BCSI 1.03) and SMWAIARY 91EE-M by WfCA and TPI. The Trots Plate Institute (3I) Is located at 583 D'Or ofrio Drhe, Madison. TRUSPLUS 6.0 VER: T6.5.31 wLSconsin 53719. The American Forest and Paper Association (AFPA) is located at 11II 19m Street, Nw, Ste 800, WdsM ngtm. DC 200:18. Bldg Code: CBC -01 DEFL RATIO: U240 TC: U240 Job Name: 25 X 40 Hip Garage Truss ID: A4 " Qty: BRG X{OC REACT SIZE REO'D TC 2x4 DFL #1Plat' s ANSI/TPI -1995 UPLIFT REACTIONS) : 1 0.1-12 957 3.50 1.50' BC 2x4 DFL #1 THIS ES GIV IS THE COMPOSITE RESULT OF Support 1 -239 lb -2-24-10-4-957-3.50"-l. 50".�p�_�yyEB.-2x,4,DFL.STANDARD _ - _ MULTIPLE LOAD CASES. _ _ Support. 2.. 239,- --- -- BRG REQUIREMENTS shavn are based ONLY PLATE VALUES PER ICBO RESEARCH REPORT #1607. IF HANGERS ARE INDICATED ON THIS DRAWING, This truss is designed using the on the truss material at each bearing Loaded for 10 PSF non-conaarent BCLL. THEY ARE BASED ON 1.5' HANGER NAILS FOR CBC -01 Code. MAX DEFLECTIONM: :15 PLATING BASED ON GREEN LUMBER VALUES. 1 -PLY AND 3' HANGER NAILS FOR MULTI -PLY Bldg Enclosed = Yes. Importance Factor 1.00 0999 MEM 7.8 (L C L= -0.OT' D-- -0.OS' T= -0.17' CRITICAL MEMBER FORCES: 'ANSVrPI 1'. %VrCA V- 114bod Truss Council of Amedea Standard Design Responsibilities, BUILDING CCWXX4ENT SAFETY IbIFOiWATION - GIRDERS. IF 2S' GUN NAILS ARE USED, THE HANGERS MUST BE RE-EVALUATED (BY OTHERS). Thus Location = Not End Zone Hurricane/Ocean Line = No, Exp Cate = C -2 .� y p 1.2 -toot t. 1. 0.3� (3CSl 1-03) and BCSI SLWARY SHEEM by WTrA and TPI. The Teas Plate Irstihde (TPI) Is boated at 593 Dtkvfrio Drive, Madison, Bldg 40.002. Bldg Width= ft Mean he' - 12.77 ft, rtgth = 75 2.3 -1 12 Sea 1. 0.35 Bldg Code: CBC -01 DEFL RATIO: 11240 TC: U240 CBC Standard Occupancy, Dead Load = 10.2 psi 3a -1 4-5 •16601 1 3841.660 0.35 1.2 1.660 0.37) " � C�00(�(.801, 1/3p��1 S 6-7 .1BC 0.42 78 •143(al 987(1.25) o.3 8-9 -3, 1.60 1/30(12.253)0.42 COMP) C� ,7 2.7 322 37 1001.Bo 1. 482125 �y Z:.:6'0 1.80 0.08 0.20 3-8 1 1.80 4821 020 48 -tel 1 1 4U)C 1. 0.08 7 1= 0-3-15 2. 7-0-0 5-66=- 5-6-0 740-0 7-0-0 12-041 1840-0 25-0-0 12.8-0 i 12-6-0 1 2 3 4 5, 5.00 5.00 4-4 0-3-15 B1 B2 W:308 W:308 R:957 R:957 U:-239 U:-239 25.0.0 7-" 940-0 1640-0 25-0-0 1 .5 SHIP 8/3 268 - Homewood Truss WAKNINGRead all notes on this sheet and give a copy of N to the Ereil Contractor. Cust SNL Consbuc5on This design Is for an Indvlduel btu g component not rnas system it nes been eased on specifications pow M the conpaent manufacturer WO: Drive T 0570807_L00004_JO0001 (A) and done In accordance with the cement versions of TPI and AFPA design star a W me5p� b w mn for aeamrscy. Dimensions Dsgnr. RP #LC = 16 WT: 135# ami to be verified by the component manufacturer and/or WUM designer prior to fabrication. The building designer rnat ascertain toad the loads TC Live 16.00 psf LiveDur L=1.25 P=1.25 T R U S WA L mmTb ad o0 Oft design mem or ems the � M me b� bla�rp code and the l application. Tea design assumes that me top demo Is fotemllyereced by me moor erfloors,�ngandthebaaamdwr,dista�„eraeedayamt�dshe�,gn�lad de�,aaacted, madessatt a TC Snow 0.00 psf SnuwDur L=1.15 P=1.15 ® SYSTEMS meted. &8cbV shown s M lateral Supportor components nenders arty to reduce m,cimrmp length. Tns oorrponent sh=e not be pce ad in any --frOArt1ent that win cause the moisture content of the wood to exceed 19%and/or cause con ector pate axmsion. Fabricate, handle, small TC Dead 9.00 psf Rep Mbr Bnd / Comp / Tens aro brace this buss in s000rdarmce with lire follow ng standards. 'Joint and Cutting Detail Repos evadable as output from Tnawal software, BC Live 0.00 psf 1.15 / 1.00 / 1.00 IM Building Components Group, Inc. 'ANSVrPI 1'. %VrCA V- 114bod Truss Council of Amedea Standard Design Responsibilities, BUILDING CCWXX4ENT SAFETY IbIFOiWATION - BC Dead 8.00 psf O.C.Spacing 2-0-0 444S NorMp" W. Ste. 102, Cob. Spgx, CO 60907 TRUSPLUS 6.0 VER: T6.5.31 (3CSl 1-03) and BCSI SLWARY SHEEM by WTrA and TPI. The Teas Plate Irstihde (TPI) Is boated at 593 Dtkvfrio Drive, Madison, Wscons n 53719. The Amedcan Forest and Paper Association (AFPA) Is located at m1 19th Suee NN, Ste 800, Westingtom, DC 20039. Bldg Code: CBC -01 DEFL RATIO: 11240 TC: U240 0 Job Name: 25 X 40 Hip Garage BRG X -LOC REACT SIZE REO'D TC 2x4 DFL #1 CSI SC COW 34 00(( qyy 28(1 eo) 0 02 4-0 0(1= 0(1.80)0.00 LF ONLY ON ,a eerescctiopnort. V LUMBER VALUES. Truss ID: 12 ANSUTPI -1995 ;N IS THE COMPOSITE RESULT OF LOAD CASES. S ARE INDICATED ON THIS DRAWING, BASED ON 1.S' HANGER NAILS FOR 3' HANGER NAILS FOR MULTI -PLY IF 2.6' GUN NAILS ARE USED, THE MUST BE RE-EVALUATED (BY OTHERS). 2-0-0 2-0-0 1 2 5� 00 U:-70 1-11-12 2-0-0 i 2-0-0 3 41 2-02-00 2-0-0 I 82 W:108 1-13 R:42 1 U:-27 1-11-11 SHIP B WtI 08 R:20 U: c UPLIFT REACTION(S): Support 1 -70 lb designed using the Is. td = Yes, Importance Factor = 1.00 on = Not End Zone Dam Line = No, Exp Calm= C = 40.00 ft, Bldg Width = 25.00 It Occu10.42 ft, mph = 75 pancy, Dead Load = 10.2 psf 268 - Homewood Truss WARN/ NGRead all notes on this sheet and a copy of It to the Erecting Contractor. oust SNL Construction (CA) give ThISawn Is for an Individual building component not truss sYsten it has been basad on specifications pmJdod Mme cmoaa+mmwraawer WO: Drive T 0570807_L00004_JO0001 and done In accordance with tib current versions of7P1 and AMAdesign s anCaNS. No respoWdgly la essmred for dbrnerslornel e0uaaby. Dmmnslons Dsgnr. RP #LC = 15 WT: 12# we to be verified M the component manufacturer ard/ar building designer prior m fabrication. Tire butler ng designer must eseertakn mat the loads TC Live 16.00 psf LiveDur L=1.25 P=1.25 hdg�d enmtdeaignn medore�edtheloa�,9 �d Mthelo� bi code and t rap�n 71e� assumes ���� T R U S WA L Is bderally braced Mme roof or floor snealwq aro the bottom mond Is imemgy byre M a rigid slheatNnp mmenal dbeory amwred, urdess omenwise acted. e�ng snows Is for lateral support of oodporcems mwt)ms anti to mek budding length. This oorgonerd snag m be m any TC Snow 0.00 psf SnowDur L=1.15 P=1.15 ® SYSTEMS placed enwenmerdchat"^° ce se the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabdcate, handle, mstaa TC Dead 9.00 psf Rep Wr Bnd / Comp / Tens and brace this than m accordance wfth the followingstandards: Jointand arcing Detail reports ara0able as output from Tnrsam software, BC Live 0.00 psf 1.15/1.00/1.00 SM Building Components Group, Inc. •ANSIr1P1 r, WMA 1'- Mod Truss council ofAmerio standard Ixsign Responsbilities, BUILDING COWOHFMSAFETY IrFORMATCrr- BC Dead 8.00 psf O.C.Spacing 2- 0- 0 445 Northpark Dr. Ste. 102, Cob. Spga, CO 80807 TRUSPLUS 6.0 VER: T6.5.31 (SM 1.03) and BCS) SUMMARY SHEETS M WTCA and TPI. The Truss Rae Iris itute (TPI) is located at 583 D'Grofrie Drive, Madison. Vuscorsin 5379. The American Forest aro Payer Association (AFPA) is located at 1111 19th street, NW. Ste 800, Washlroon, DC 20038. Bldg Code: CBC -01 DEFL RATIO: U240 TC: U180 Job Name: 25 X 40 Hip Garage Truss ID: 14 Qty: BRG X -LOC REACT SIZE REO'D TC 2x4 DFL #1 Platings ' ANSVTPI -1995 UPLIFT REACTIONS) : 1 0-1-12 229 3.50" 1.ST BC 2x4 DFL #1 THIS DES GN IS THE COMPOSITE RESULT OF Support 1 -74 Ib ' �2z3-11-A� ,78-1-W"'-11.50�„�PLATE-VALUES PER_ICBO_RESEARCH. REPORT_kl607—MUL' PLE-LOAD-CASES. _ Supportt2�-55lb 3 1=11= 4 56 1:50' 1.50' BRG REQUIREMENTS shown are based ONLY on the truss mater al at each bearing Mark all interior bearing locations. Install interior st�oat(s) before erection. IF HANGERS ARE INDICATED ON THIS DRAWING, THEY ARE BASED ON 1.5' HANGER NAILS FOR Support 3 -25 lb This miss is designed using the MAX DEFLECTION () :1 PLATING BASEDD ON GGREEN LUMBER VALUES. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY GIRDERS. IF 2S' GUN NAILS ARE USED, THE CBC -01 Code. Bldg Enclosed = Yes, Importance Factor =1.00 L/999 MEM 3-0 (L C L= 0.00' D= 0.00' T= 0.00' and brace this ass In accordance with the following standards: 'Joint and cutting Detect Reports arrallable as outpn from Tnnswat software, HANGERS MUST BE RE-EVALUATED (BY OTHERS). Truss Location = Not End Zone Hurricane/Ocean Lira = No, Exp Category = C �CA3sscf rp� 22KTIVIBER FgrOtR.2C5)) �s' Y2(1.6o)D.00 )CSI •ANsvtal r, WrCA r - Wood Truss Council of America Standard Design Responsibilities, BUILDING OOhRONENT SAFETY INFORMATION - BC Dead 8.00 psf Bldg Length =gh4t0.00 ft, Bldg Width = Z5.00 R roof height 2 -0-1(1�5y2 (ecsl 1.03) and SCSI SW MIARY SEEM by WICA and TPI. The Truss Plate InOlute (nDQ Is located at 583 D'OIgMo Drhe, Madison, CBC Dead Loads 10.2 psf BC COMPTENS.At) CSI 4.00 o�i:601(OI 0( �)o0.00 2-0-0 2-0-0 1 2 5r 00 24)-0 F 24) 0 3 4� 24)-0 2-0-0 3-11-12 B2 W.108 R:78 T V-55 •1I-15 2-9 11 SHIP 268 - Homewood Truss WAKN/NGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cyst SNL Construction This design Is ler an mm 4dual tx,adrpcomponent not Inas system It has been base0 on specifications prmdded M de aopoerd manufacturer WO: Drive T 0570807_L00004 400001 (A) and done In accordance with the award versions of TPI and APPA design standards. No responsiti y Is assumed for mrtlartsknal acaaacY. Dimensions Dsgnr. RP #LC = 17 WT: 15# are to be verified by are cormonem manurrwtarer angor bu001rrg designer pdorto fabrication. The bu00)rg dasow mast w=Wn MM tla waft TC Live 18.00 psf L=1.25 .25 �donthisdesomr�aex�t>ewadinglm�dbyfew�ba��andthepansadarapp�r,. The des�ass�sthandetop d TRUSWAL Is laterally braced by ane roof or floor sheathing and the baton shod is letw* Wood by a tteld sneatidng mated dbedly attached. unless atherwise rated. Bracing yawn Is for lateral support of components members only w reduce buckling length. This oaryorent snap nor be many TC Snow 0.00 psf SnowD P=1.1 SnowDur L=1.15 P=1.15 ® SYSTEMS plead on-mmeat that win cause us. moisture co'de'd of the wow to emeed taw arworase connector pate corrosion. Fabrxme• handle. install TC Dead 9.00 psf Rep Mbr Bnd / Comp / Tens and brace this ass In accordance with the following standards: 'Joint and cutting Detect Reports arrallable as outpn from Tnnswat software, BC Live 0.00 psf 1.15/1.00/1.00 RM Building Components Group, Inc. •ANsvtal r, WrCA r - Wood Truss Council of America Standard Design Responsibilities, BUILDING OOhRONENT SAFETY INFORMATION - BC Dead 8.00 psf O.C.Spacing 2- 0- 0 1145 Nordrparlr Dr. Ste. 102, Colo. Spgs., CO 60907 (ecsl 1.03) and SCSI SW MIARY SEEM by WICA and TPI. The Truss Plate InOlute (nDQ Is located at 583 D'OIgMo Drhe, Madison, TRUSPLUS 6.0 VER: T6.5.31 Wwscorwn 53719. The American Forest and Paper Association (AFPA) is located at nn 16th sheet. NW, Ste 800, Washington, DC 20036. Bldg Code: CBC -01 DEFL RATIO: U240 TC: U180 Job Name: 25 X 40 Hio Garaae . TENSU.) CSIBCCM))W44-0 ' 11 Truss ID: 16 -1995 :OMPOSITE RESULT OF IF 2.5" GUN NAILS ARE USED, THE MUST BE RE-EVALUATED (BY OTHERS). 2-0-0 y 2-0-0 1 2 Sr• 00 2-0-0 � 2-0-0 3 4' 2-0-0 2-0-0 62 W 108 RA 15 U:-82 3-7-11 -11-15 SHIP 1 designed using the le. ed = Yes, Importance Factor = 1.00 on = Not End Zone lean Line = No, Exp Category = C = 40.00 fl, Bldg Width = 25.00 R ii9h = 10.42 ft, mph = 75 rcl Occupancy, Dead Load = 10.2 psf SIC/ If -I Apr .,z r 268 - Homewood Truss BRG X -LOC REACT SIZE REO'D TC 2x4 DFL #1 1 0-1-12 229 3.50' 1.50" BC 2x4 DFL #1 (A) X2.51.1,0_11511.5 1_SO1 PLATE VALUES ;PER-ICBO_RESEARCH REPORT 3 1=11- 4 119 1.50' 1.50' Mark all interior bearing locations. UveDuf L=1.25 P=1.25 BRG REOUIREMENTS shown are based ONLY on the truss material at each bearing Install interior(s) before erection. T R U S WA L MAX DEFLECTION ( s U999 MEM 34 (LC: 1 L= 0.00' D= 0.00 T=-0.01" PLATING BASED ON GREEN LUMBER VALUES. SnowDur L=1.15 P=1.15 CRITICAL MEMBER FORCES: placed enNrenmem and win cause the molstm corder" of me wood to tuneed 19%arWor cause amrector pate corrosion. Fabricate, hurdle. Install TC Dead 9.00 psf TC 000(1P. V3T�EN�S. > cs1 and brace this tr= In aommance with the fotlewlna sleMands:'Jdm and Cutting DeW Reports' avallable as ou4xA from Tnswal software, 2-0 (iY 2(f.60) D.00 1.15/1.0011.00 . TENSU.) CSIBCCM))W44-0 ' 11 Truss ID: 16 -1995 :OMPOSITE RESULT OF IF 2.5" GUN NAILS ARE USED, THE MUST BE RE-EVALUATED (BY OTHERS). 2-0-0 y 2-0-0 1 2 Sr• 00 2-0-0 � 2-0-0 3 4' 2-0-0 2-0-0 62 W 108 RA 15 U:-82 3-7-11 -11-15 SHIP 1 designed using the le. ed = Yes, Importance Factor = 1.00 on = Not End Zone lean Line = No, Exp Category = C = 40.00 fl, Bldg Width = 25.00 R ii9h = 10.42 ft, mph = 75 rcl Occupancy, Dead Load = 10.2 psf SIC/ If -I Apr .,z r 268 - Homewood Truss WARN/ NGRead all notes on this sheet and a copy of it to the Erecting Contractor. Cast SNL ConstrthcIllion give This design is for an Inaivduai Ixmmng uonpaeat m truss system It has been based on Wdifications preMded M Me congronent mmurlameer WO: Drive T 0570807_L00004_J00001 (A) and done In accordance with the amend wslore of TPI and ARA design standards No respordWity Is assned for dimensional accuracy. Oimmsio s Dsgnr. RP KC = 17 WE 19# are to be verified by tlo carvorwM mamdactturer anaror wmina desprm prior to faatce6an. The bu ft designer mist ascertain that Ne Joao- TC Live 16.00 psf UveDuf L=1.25 P=1.25 umilmd on alis design meet or Me a . The design asmes al ft top chord or aaIne Invft by local wumme rig code and pm0adar evemte T R U S WA L Is laterally braes" by Me mO or hear stmWM and ria bm m `nam is istanayr braced by a nen sheat" material directly attached, unless avenue noted. eacn9 shown is for lateral sappon of components members only to reduce budding Wrote. This mnroonem shall not be In any TC Snow 0.00 psf SnowDur L=1.15 P=1.15 ® SYSTEMS placed enNrenmem and win cause the molstm corder" of me wood to tuneed 19%arWor cause amrector pate corrosion. Fabricate, hurdle. Install TC Dead 9.00 psf Rep Mbr Bnd / Comp / Tens and brace this tr= In aommance with the fotlewlna sleMands:'Jdm and Cutting DeW Reports' avallable as ou4xA from Tnswal software, BC Live 0.00 psf 1.15/1.0011.00 EM Building Components Group, Inc. ANSVTPI1',wrCAV-%bodTruss Council ofAmencaStandard oesl(pu ldrdes,euilDiNG COMP014EWSAFEWINFOR Avory- BC Dead 8.00 psf O.C.Spaang 2-0-0 443 NorMpark Dr. Std 102, Cob. Spga, CO 80907 (BCSI I -0M) and BCS! Sl MMWY SHEETS! by WTCA and TR. The Truss Fine Institute (TPI) is located at 583 D'Ong1M Drive. Madison. TRUSPLUS 6.0 VER: T6.5.31 VHsconsin 53719. The Anerican Forest and taper Association (AFPA) is located at t 1 t t 19th Street, NW, Ste 800, Wishinglon, OC 20038. Bldg Code: CBC -01 DEFL RATIO: U240 TC: U180 ob Name: 25 X 40 Hip Garage Truss ID: J2 F REO'D TC 2x4 DFL #1 Plating spec: ANSVTPI -1995 UPLIFT REACTION(S) : Support 1 Ib SQ' 50 .PLATE BC 2x4 DFL #1 VALUES PER_ICBO-RESEARCH REPORT #11607-., THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE -LOAD CASES. -70 Support,2--11-Ib SO" Mark all interior bearing locations. IF HANGERS ARE INDICATED ON THIS DRAWING, This truss is designed using the wn are based ONLY Install interior sig p�ort(s) before erection. THEY ARE BASED ON 1.S' HANGER NAILS FOR CBC -01 Code. i bearing Shim bearings (d neederd) for req. support. 1 -PLY AND 3' HANGER NAILS FOR MULTI -PLY Bldg Enclosed = Yes, Importance Factor =1.00 ® SYSTEMS PLATING BASED ON GREEN LUMBER VALUES. GIRDERS. IF 2S' GUN NAILS ARE USED, THE Truss Location = Not End Zane 17 brathis Is In s000rdance with the following stmmerds: John and UUM Deld Repos amwgabw as a,tpa from Tnawal software. mbrace,nn 'AI%WrCAr-woodTnmsCaamdlofAmedceStandardDesignRespormbwles,WILDINGC0WK*edTSAFMIWCRNIAnorr- NSIRPI HANGERS MUST BE RE-EVALUATED (BY OTHERS). Hunicane/Ooean Line = No. Exp Gain= C IT' (gal 1.03) and SM SIR,MiAARY SHEETS' by WTCA and TPI. The truss Plate Institute (TPI) Is located at SW D'Orahlo Dnre. Medisam, Bldg L�gtL� = 40.00 ft, Bldg Width = 25.00 ft TRUSPLUS 6.0 VER: T6.5.31 Wsaxmsin 53719. The American Forest and Paw Amodation (AFPA) is located at 111119th street. NW, Ste 800. YVeshington. DC 20016. Bldg Code: CBC -01 Mean rod heig�hhtt = 10.42 ft, mph = 75 i) C51 CBC StandardOccupan y, Dead Load = 10.2 psf BC COMP.(DUFr TENS.(Ol1R.)CSI o(a.tioy� 34 0(°.410.00 4 4 N 1 2 5.00. T W. 1- 1-1-13 2.5-4W:108 1-1-13 10-3-15 1 1-11-11 SHIP B1 B3 1 Q�OFESS/p� W:308 W:108 R:202 R:50 U.-70 1-11-12 U: r M 2-0-0 6 27 cit rI 8-0-0 3 6-0-0 4 x . June 30, 2009 8-0-0 e 1 C t V l4 <�\P Girdled I Lttea ne d false harne0 Tates etre 6a1Hwon�an shown atiov�e.llatex to ahold= ria with sWemWralItIIS or le I. 51VlLu V 268 - Homewood Truss Read all notes on this sheet and give a copy of it to the Erecting Contractor. oust SNL Construction This design Is for an Individual brmmrp cortponerd not truss system n has been based on specification WUNded by the oarparerd mumdemaer WO: Drive T 0570807_L00004_J00001 (C and dame N accordance with ins wrent versions of TPI and AMA design standards. No MWwdbDy La assmmed f0f &Mn bnal art wacy. Dlmensbre Dsgnr. RP #LC = 17 WT: 22# we to be verified the by component trowfach mer andror bwlft designer prior to fabrication. The WIdIrng designer mm asoarmtrr that the weds TC Live 16.00 psf LiveDur L=1.25 P=1.25 utilizedam that d� meet or e� the leading IrMosed 01 the local Wdhq code and the pedianar application. The design asw mas that fttop mora T R U S WA L le laterally braced by the rod or Ivor sneawng aro the bonen mad is laterally braced by a mala sheathIM material directly attached, wdess Otherwise TC Snow 0.00 psf SnowDur L=1.15 P=1.15 ® SYSTEMS noted. ung shown is for lateral srppori of components rtembers "to reduce brxdding length' This oomponem shallnot be paced w army enwmm,em that wag a mw the noishue coma" of the wood toexoeW lg%ardror cease caaecW plate oamswn. Fabricate, handle. mstau TC Dead 9.00 psf BC Live 0.0o psf P Rep Mbr Bnd / Comp / Tens 1.15 / 1.00 / 1.00 RM Building Components Group, Inc. brathis Is In s000rdance with the following stmmerds: John and UUM Deld Repos amwgabw as a,tpa from Tnawal software. mbrace,nn 'AI%WrCAr-woodTnmsCaamdlofAmedceStandardDesignRespormbwles,WILDINGC0WK*edTSAFMIWCRNIAnorr- NSIRPI BC Dead 8.00 psf O.C.Spacing 2-0-0 N45 Northpark Dr. Ste. 102. Colo. Spga., CO 80807 (gal 1.03) and SM SIR,MiAARY SHEETS' by WTCA and TPI. The truss Plate Institute (TPI) Is located at SW D'Orahlo Dnre. Medisam, TRUSPLUS 6.0 VER: T6.5.31 Wsaxmsin 53719. The American Forest and Paw Amodation (AFPA) is located at 111119th street. NW, Ste 800. YVeshington. DC 20016. Bldg Code: CBC -01 DEFL RATIO: U?40 TC: L/180 Job Name: 25 X 40 Hip Garage Truss ID: J4 BRG X -LOC REACT SIZE REO'D 1 0-1-12 291 3.50" 1.50" TC 2X4 DFL #1 Platings ANSVTPI -1995 GN .2.,3-11-POa112:1.50�1.SO -5U BC 2X4 DFL #1 IATE VAI UES ICBO-RESEARCH REPORT,#1607 �� THIS DES IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES 3 7-11- 4 56-1_.5(7' I -PER Mark all interior bearing locations. IF HANGERS ARE INDICATED ON THIS DRAWING, BRG REQUIREMENTS shown are based ONLY Install interior s) befo THEY ARE BASED ON 1.S' HANGER NAILS FOR on the truss each rreegere�ccttiiopn.. t AND MAX DEFLECTTIIONI(s pjpr�B�PD ON G� EN LUMBER VALUES. GIRDERS. S. ILY F Z6'NGUN NAILS ARE SE , THE L/999 MEM 3-4 (L C:17 TC Dead 9.00 psf HANGERS MUST BE RE-EVALUATED (BY OTHERS). L=-0.02" D=-0.09' T=-0.11" and brace this truss in accordance with the following stamams:',wlm and Crmtrq Doran Repons' avalleble as ouput from Tnmvel software, BC Live 0.00 psf CRITICAL MEMBER FORCES: RM Building Components Group, Inc. 'ANSVTPl 1', wrcA V- Wood Truss coundt of Amerlea Standard Design Responsibilities, etmwNG COMPONENT SAFETY INFORMATION- TC COMP.MUR.v TENS (OUR-) CSI O.C.Spacing 2- 0- 0 4"S Normpari Dr. Ste. 102, Colo. Segs., CO 60907 TRUSPLUS VER: T6.5.31 -4 cas>P. Tvs.(22 1 CSI 45'40 o�iz o(�6B0o))tio�o 8-0-0 8-0-0 2 5� R:291 U:-71 3-11-12 3 4 8-0-0 10 8-0-0 UPLIFT REACTION(S): Su000rt 1 -71 Ib xi = Yes, Importance Factor = 1.00 on = Not ErxJ Zone mark Line = No, Exp Cate my = C = 40.00 ft, Bldg Width = 25.00 ft 10.83 ft, mph = 75 rd Occupancy, Dead Load = 10.2 psi �(, w I •11-13 1 2-9-11 SHIP B3 Q�tbF ESS /p�� U: 6 27 Cn m� June 30, 2009 rIV1� fti T�.w.l Svatama Plea are 20 pa. unhTaa shown by'18'(18 ga 1. H'(18 Aa.1, o MX'ITWM6 20 ga 1 poaiHorred oar Jo1M Didafb Re R 8/30/2007 CC refteadd I�tea and telae ►rams Tates are altlorred as shown atiove. Shin Aabia stud late to avoltl oveAa wlBl atructurel late. or ata le . 268 - Homewood Truss WARNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust SNL Construction This design is for an Individual WOdirg component not truss system ft has been bases on specifications vvMded M cine corponerd manufacturer WO: Drive T 0570807_L00004_J00001 (C(CA) and done In acoordance with ale annerd verslons of TPI end AFPA design stanarmas. No responsmaay Is assumed for nor al accuracy. Di rensions nr. RP 1YLC = 17 WT: 26# are to be vedned by the conponend manufacturer and/or building designer prior m febrxatwn. The wamrq designer must asoertaar that are loads TC Live 16.00 psf UveDUr L=1.25 P=1.25 utilized on this � or ween ft WOO M the low dateinq coda and the l epao�bn The d� assumes that ono top arae T R U S WA L Is laterally Uvoedbyftroofo<�sr�ha�andthebotomdadIslaterally' byar�da rVmatedaldiectlyaa�d. unless otherwise noted. Bracing shown Is for lateral support of oonponems members onlyto redce ubudding length. TMs cornponentsnap not be in any TC Snow 0.00 psf SnOWDur L=1.15 P=1.15 ® SYSTEMS plecea emironmeat mal wIa cause the moisture cwnrem of the wood to exceed 19%ardfor cause connector plate corrosion. Fabricate, nendle, Oman TC Dead 9.00 psf Rep Mbr Bnd / Comp / Tens and brace this truss in accordance with the following stamams:',wlm and Crmtrq Doran Repons' avalleble as ouput from Tnmvel software, BC Live 0.00 psf 1.15 / 1.00 / 1.00 RM Building Components Group, Inc. 'ANSVTPl 1', wrcA V- Wood Truss coundt of Amerlea Standard Design Responsibilities, etmwNG COMPONENT SAFETY INFORMATION- BC Dead 8.00 psf O.C.Spacing 2- 0- 0 4"S Normpari Dr. Ste. 102, Colo. Segs., CO 60907 TRUSPLUS VER: T6.5.31 (SCSI 1.03) and SCSI SUMMARY SHEETS by WTCA and TPI. The Truss Plate Institute M Is located at SW DX)nomo Drive, Madison, 6.0 Wisconsin 53719. The Amedcon Forest and Paper Association (AFPA) Is located at 111119th street, NW, Ste eco, Washington, DC 20016. Bldg Code: CBC -01 DER RATIO: 11240 TC: U180 Job Name: 25 X 40 Hip Garage Truss ID: A Qty: BRG X -LOC REACT SIZE REO'D TC 2x4 DFL #1 Plating spec' ANSVTPI -1995 UPLIFT REACTION(S) : 1 0-1-12 350 3.50' 1.50' BC 2x4 DFL #1 THIS DESIGN IS THE COMPOSITE RESULT OF Support 1 -87 Ib BRG REQUIREMENTS shown are based ONLY on the truss material at each bearing MAX DEFLECTION (span) :17 U999 MEM 3-4 (L C L=-0.05" D=-0.12" T= -0.1T' CRITICAL MEMBER FORCES: TO CCMP.(D:#t.y TENS.ff) CSI io -hilly z1.162010(.0-o0uR 4.0 %1..60 CCIVIPMMY )d zit ) CSI 40 10..10 ) 10.1010 erection. 5� 2 rr I -1Z �l 8-0-0 r 3 4 8.0.0 20 as. unless Bldg Enclosed =Yes, Importance Factor =1.00 Truss Location = Not End Zane Ht#ricarlelOcean Line = No ,Exp Categay = C Bldg Lerch = 40.00 ft, Bldg V1/ath = Z5.00 ft Maw m=of = 11.25 ft, mph = 75 CBC Standard Occupancy, Dead Load = 10.2 psf 8 13 l 3-7-11 SHIP B3 W:108 R:67 U: #Cw !'a � Jit -.� :.•,' i !a, i!`°`9(r�• �' J0- �-� t- d •' `L des .s 268 - Homewood Truss WARN/ NGRead all notes on this sheet and a copy of it to the Erecting Contractor. Cult SNL Construction give 7M design is for an WraAaual bull ft compoert n0- truss system. it has been based an specifications provided M the VVO: Drive T 0570807 L00004_J00001 (C(CA) and done In accordance with the amen: versions or TPI era AMA design standards. No resvomrsmoay Is assumed for atrm em5bnat accuracy. Dmercuens Dsgnr. RP #LC = 17 VVf: 30# are to be maned by the eanpoerd memdamner andlor brmdr g designer par to famloatbn. me bu00hg designer mss ascertain teat the dams TC Live 16.00 psf LiveDur L=1.25 P=1.25 tt�da thisd&4nmeae,exm eWftieedl ftosWbyfti=W tcedaandthet>ertl«�rWkegam Tlede=�ness,mesthatthampaerd T R U SWAL Is laterally mooed by the moor or floor sheaths g and the bottan chord Is laterally breced by a rigid sneawrq material directly attached, unless omenNse erg Is for Lateral to bucift length. This be hairy TC Snow 0.00 psf Snt3wDur L=1.15 P=1.15 ® SYSTEMS nam. sham support of components mentos only reduce component shell not paced an, irenmea that wed nurse the moisture content of the wood to exceed less arra cause connector pate corrosion. Fabricate, hamate, Lista TC Dead 9.00 psf P Re Mbr Bnd /Com /Tens P P Mw aance with the following standa ards: Joint atCutting Data Repots' eraaame as output from Thaval software, and trace this truss maxxd BC Live 0.00 psf 1.15/1.00 /1.00 SM Building Components Group, Inc. ANSVIPI r, r -Wood TOM Council ofAmerica Standard Design Responsibilities, WLDING CO POKNTSAFEW IWORMATICN- BC Dead 8.00 psf O.C.Spacing 2- 0- 0 4US N-Mpara Dr. Ste. 102• Cob. Spga.. CO 80907 MM 1.03) and 13CS1 SL#WMARY SLEETS by WTCJA and TPI. The Truss Plate Institute (1PI) is berm at 583 D'Orehb DMe, Madison, TRUSPLUS 6.0 VER: T6.5.31 WNsconsin 53719. The American Forest and Paper Association (AF -PA) is located at TTTT lath Street. NW, Ste 800, Washington, DC 20036. Bldg Code: CBC -01 DEFL RATIO: 1 /240 TC: L/180 Job Name: 25 X 40 Hip Garage Truss ID: A Qty: BRG X -LOC REACT SIZE REO'D 398 3.50" 1.50' TC 2x4 DFL #1 Plating spec' ANSVTPI - 1995 UPLIFT REACTION(S): Ib 1 0- 1-12 „2 7-11- BC 2x4 DFL #1 PLATE VALUES PER ICBO RESEARCH REPORT#1607 �� THIS DESIGN IS THE COMPOSITE RESULT OF MULTIPLE LOAD CASES. Support 1 -104 Support ;2,.-115,1° _ 3-7-11-4 87 1:50' 1:50" Loaded for 10 PSF non-conaarent BCLL. IF HANGERS ARE INDICATED ON THIS DRAWNG, This thus Is designed using the BRG REOUIREMENTS shown are based ONLY Mark all interior bearing locations. THEY ARE BASED ON 1.5' HANGER NAILS FOR CBC -01 Code. on the truss material at each bearing Install interior support before erection. 1 -PLY AND 3r' HANGER NAILS FOR MULTI -PLY Bldg Enclosed = Yes, Importance Factor =1.00 MAX DEFLECTION (s :1 0944 MEM 34 Shim bearings (rid ) far req g�pppn GIRDERS. IF 2.5' GUN NAILS ARE USED, THE Truss Location = Not End Zane (LML L= -0.10' D= -0.16' T= -0.25" PLATING BASED ON GREEN LUMBER VALUES. HANGERS MUST BE RE-EVALUATED (BY OTHERS). Hurricane/Ocean Line = No, Exp Categay = C Bldg L = 40.00 ft, Bldg Width = Z5.00 ft CRITICAL MEMBER FORCES: heist = 11.67 ft, mph = 75 �R, 1 2 70UW s7(�).0.56 ) CSI 255..5 Bldg Code: CBC -01 DER RATIO: U240 TC: U180 Standard Occupancy, Dead Load = 10.2 psf CMS S 2� -t (1 5Y z(>`. 00 BC CCI v TENS.(Dt1R.) CSI 434.0 0�0. 1.00 8.0-0 5f 00 2 8-0-0 3 41 8-0-0 8.0-0 B2 WA08 RA 78 U: 115 {-7-13 45-11 SHIP B :108 R:87 U: 8/30/2007 268 - Homewood Truss WARN/ NGRead all notes on this sheet and a copy of it to the Erecting Contractor. Cust SNL Construction give Tins design Is far an mal buminp component t rte truss system It has been based on spedllcAns P-Aded by the oot,votrent Manufacturer WO: Drive T 0570807_Loo004_ro0001 (A) and doe m a=rdance wM the anent me *m ofTPI and APPA desW starderds. N0 respomimhy b maw fordirte�wnel emuacy. an a mrs, nr. RP KC = 16 Wf: 34# are to be mediad by the oxrpmem manufacturer awror tm mag designer prom forensic. The lm g designer must asoedam dud the wads TC Live 16.00 psf LiveDur L=1.25 P=1.25 amurnes �doOnd�'�«d"t�gw°�d°�ft��°�and �p`ap°g�"The ����&"° TRUSWAL is weragy daoed by the roof or noon sheet" and the °°earn drord b btoa8y braced by a rigid shemhwg mmenet direaryr etlacned, rmloss alien Ase for bidding length. This be In TC Snow 0.00 psf SnowDur L=1.15 P=1.15 ® SYSTEMS noted. eradrq shown Is lateral support of corroonerds manners oty to reduce mnponent shag not paced any enAn inmem than wig rav=e the moisture oontera of the woad to exceed 19% and/or rause oomledor plate corrosion. Fabricate. hanme. bista9 Bc Dead 9.00 sf f Rep Mbr B Tens s and Ixace M dins lo accordance with the following standards. Joint and ambg Detail Repons• avaibble as output from Tr uveal son me. P 1.15 /1.00/1.00 RM Building Components Group, Inc. •ANsvrF4 v, wren V - Wood Truss Council of America Standard Design Responsibilities. EUILDING COMPONENT SAFETY ItFCRMnnw - BC Dead 8.00 psf O.C.SpBGng 2- 0- 0 MIS Normparlr Dr. Ste. 10Z COAD. Spga., CO 80907 (SCSI 1.03) and `SCSI SLIMMARY SHEETS by wrCA ani TPI. The Tnas Plate Institute (TPQ is located at 583 DXkwfdO Drive, Madison. TRUSPLUS 6.0 VER T6.5.31 vmiscoesin 53719. The American Forest and Paper Association (APPA) is lxated at 111119th street. NW. Ste Soo, WwmWon, DC 20038. Bldg Code: CBC -01 DER RATIO: U240 TC: U180 Job Name: 25 X 40 Hip Garage BRG X -LOC REACT SIZE REO'D TC 2x4 DFL #1 1 0- 1-12 366 3.50" 1.50" BC 2x4 DFL #1 BRG REQUIREMENTS shown are based ONLY on the thus material at each bearing MAX DEFLECTION=: LI999 MEM 3-4 (L18 cSt BC 3-4 1 1 �. )CSI 4-o o.eo a .so) 0.00 4-5-13 1 0-3-15 8-0-0_� 8-0-0 2 r5o0 i 24)-0 l 5-0-0 8-0.0 8-0-0 OVER 4 SUPPORTS W 108 R:56 U:-132 1-7-15 5-3-11 SHIP 08 4 [H 268 - Homewood Truss Truss ID: J10 Qty: P' spec' ANSVTPI -1995 UPLIFT REACTION(S): Support 1 Ib :SEARCH REPORT THIS DESIGN IS THE COMPOSITE RESULT OF LOAD CASES: -71 Support,2„-265 lb _#-1607-.-MULTIPLE erri BCLL IF HANGERS ARE INDICATED ON THIS DRAWING,Suppot 3 -132 Ib 1s. THEY ARE BASED ON 1.5" HANGER NAILS FOR This truss is designed using the erection. 1 -PLY AND 3" HANGER NAILS FOR MULTI -PLY CBC -01 Code. LUMBER VALUES. GIRDERS. IF 2.5" GUN NAILS ARE USED, THE Bldg Enclosed = Yes. Importance Facto =1.00 TC Mbr BC Lived 000 sf f P HANGERS MUST BE REVALUATED (BY OTHERS). Truss Location = No End Zone and b"m truss n acmeanee with the following shadads:',"Irt and cutting Data Reports' avamb" as aoat tppt bTnnwal software, 'ANsM1',WIC',A1'-wood 1'- BC Dead 8.00 psf Hurricane/Ocean Line = No, Exp Category = C uu Nomhpark Dr. sro. 102, Colo. spga., Co 8090" ao orae. Madison. (B=1-03) and SCSI SUMMARY SHEETS! by WCA faro Tat. The Truss plate tnstaute M Is located at 583 vafd Bldg 40.00 ft, Bldg Width = 25.00 ft Meek=gh�mtt = 11.67 ft, mph = 75 TRUSPLUS 6.0 VER: T6.5.31 CBC Standard Occupancy, Dead Load = 10.2 psf 8-0-0_� 8-0-0 2 r5o0 i 24)-0 l 5-0-0 8-0.0 8-0-0 OVER 4 SUPPORTS W 108 R:56 U:-132 1-7-15 5-3-11 SHIP 08 4 [H 268 - Homewood Truss WARN/ NGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust SNL Construction This desIP 1s for an individual buftV m�onem not buss system ft hes been based on spedncetions WVIded by nue component manufacturer WD: Drive T 0570807_L00004_J00001 (A) and done In socordance with to Garem wslans of TR and AFPA deW slaadads. No resaonsibi y Is assured for dimensions! acaaa.Y. Dhrenrshon s DSgnr. RP #LC = 18 WT: 37# are to be aerired q to ca'pon'"'manufemner 8""c'de'ow prior m fabtcamn. The bafld4g de*. "'u" martenbrat the "ads TC Live 16.00 psf LiveDur L=1.25 P=1.25 utibad on thB design "ad or exceed the bedb9 by Ne bcWbu0mrp co0e and tle pwbmdaf app lie dosW assures that tie topchore T R U S WA L Is roof Nrq latw* braced by the of or floor sbestand bre Doftom marigid sheathing Is laterally braced by a risheaths g metedal directlyafledread, unless cdowlse TC Snow 0.00 psf SnowDur L=1.15 P=1.15 ®SYSTEMS noted. Bracing shois for WWW support of components menders only to reduce buddtg length. This oarponeru soap nol be pared n en" wn mircruem bat wad case the moisture content m tre woad to emeed 19% a dfor cause connector plate corrosion. Fabricate. handle. e. TC Mbr BC Lived 000 sf f P Rep B 15 / 1.00 % 1 00 s tNs /lDihYBuilding Components Group, Inc. and b"m truss n acmeanee with the following shadads:',"Irt and cutting Data Reports' avamb" as aoat tppt bTnnwal software, 'ANsM1',WIC',A1'-wood 1'- BC Dead 8.00 psf O.C.Spacing 2-0-0 uu Nomhpark Dr. sro. 102, Colo. spga., Co 8090" ao orae. Madison. (B=1-03) and SCSI SUMMARY SHEETS! by WCA faro Tat. The Truss plate tnstaute M Is located at 583 vafd TRUSPLUS 6.0 VER: T6.5.31 Wgxmsin 53719. The American Forest and papa Association (AFPA) is located at 111119Th Street, NW. Ste 800, washington, DC 20038. Bldg Code: CBC -01 DEFL RATIO: L1240 TC: L/180 Job Name: 25 X 40 Hip Garage BRG X -LOC REACT SIZE REO'D TC 2x4 DFL #1 1 0.1-12 366 3.50" 1.50" BC 2x4 DFL #1 based ONLY MAX Cs BC COMP M V 43-4 -0 0( AN csl 5313 I 0-3-15 VALUES. Platings ' ANSVTPI -1995 THIS DESIGN IS THE COMP( 8-0-0 8-)-0 2 Truss ID: J12 RESULT OF B-0-0 3 4' 8-0.0 8-0-0 OVER 5 SUPPORTS 64 W:108 R:72 U:-44 6-1-11 3 7-15 SHIP 1 4 UPLIFT REACTION(S) : Support 1 -57 lb �Support:2z-272-b_� Support 3 -154i1b This buss is resigned using the CBC 01 Code. Bldg Enclosed = Yes, Importance Factor =1.00 Truss Location = Not End Zone HtrricarlefOcean Line = No ,Exp Category = C Bldg LensAh - 40.00 ft, Bldg Width = Z5.00 ft Mean rood heis�1tt - 11.67 ft, mph = 75 CBC Starxvoccupancy, Dead Load = 10.2 psf -y w:=. r � t • - , ; rye, � t 4 r Cn June 30, 2009 CIV1t Cl.Ied l Idtas not d tataearraroine� �°ates area aald"noae sh�owft aLve.�ShiRagabte Wd' tares t gaVoib o- verlao with ekuot�ural la�s�or ata le . 8/30/200 268 - Homewood Truss WA RNINGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust SNL Construction (CA) This design Is for an Individual t.mmng component not in= system it has been eased on specifications provided by the component manufacturer WO: Drive T 0570807_L00004_J00001 and done In aomndance with the parent versions of TPI and AFPA design standards. No responsibirdy Is Maned far dimensional aoaaa;ir. Dimensions Dsgnr. RP #LC = 22 WE 41# are to be weaned by the component manufacturer WWor wilding designer Prior to fabrication. The wining designer mrst ascertain that the loads TC Live 16.00 psf UveDUr L=1.25 P=1.25 utamot o ed on this design motoosea the loading Imposed by thelocal buildingcode and the particular eaaomtlom The design assumes that the top dwd T R U S WA L Is laterally braced by the roof or noon sheathing end the bottom pard Is laterally eracm by a riga sheathing material directly attached unless ogovAse ereang is for lateral b to buckling length. 71hta be la TC Snow 0.00 psf SnowDur L=1.15 P=1.15 ® SYSTEMS noted. sham Muppat of oprporrer members only reduce componentshag riot Pxemd any en*nenl that will muse the moisture content of the wood to exceed 19%and1or muse connector plate oonosbn. Fabricate, hurdle, Instal TC Dead 9.00 psf P Re Mbr Bnd /Com /Tens P P and brace this toss b accordance with the rollawmg slardards:'JoWa and caning Detail RepmW available as output horn Tnmval software, BC Live 0.00 psf 1.15 / 1.00 / 1.00 /!8117 Building Components Group, Inc. , ren V - Wood Tess Council of Amedra sandal Design Responsibilities, SULDING COMPONENT SAFETY INFORMATION - 'ANSVM rw BC Dead 8.00 psf O.C.Spacing 2- 0- 0 1143 Northpark Dr. Sha fO2, Cob. Spga, CO 80907 by WTCA and TPI. The Toss Plate Instr e M m betted at 593 DX)wfdo Drhe. Madison. (BCSI 1.03) eta SCSI SLWAARY SHEETS ut TRUSPLUS 6.0 VER: T6.5.31 Wsconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 19th Street. NW. Ste coo, Washington. OC 20036. Bldg Code: CBC -01 DEFL RATIO: L/240 TC: L/180 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES ' BUILDING PERMIT : r 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds a PROJECT INFORMATION Site Address: 3032 LOUIS AVE Owner: Permit No: B06-2663. APN: 027-270-025 WOLFE, GREGORY AND RAM Issued Date: 01/05/2007 By KCG Permit type: MISCELLANEOUS 3032 LOUIS AVE Subtype: Wood Deck OROVILLE, CA 95966 Expiration Date: 01/05/2008 Description: DECK OFF MASTER BEDROOM (530) 532-4471 Occupancy: Zoning: Contractor Applicant:• Square Footage: J P C CONTRACTING J P C CONTRACTING Building Garage RemdUAddn 2485 NOTRE DAME STE 370 2485 NOTRE DAME STE 370 CHICO, CA 95928 CHICO, CA 95928 (530) 521-1900 (530) 521-1900 Other Porch/Patio Total FEE INFORMATION Deck (wood) $150.00 EH Building Review Fee $70.00 SMIP - Residential $0.50 Total Charged: $220.50 Fees Paid: $220.50 Balance Due: $0.00 Receipt No: B876 ' LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License J P C CONTRACTING C725153 / B / 07/31/2008 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commenci action 7000) of Division 3 e Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in fu rce an 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 01/05/2007 the applicant to a civil penalty of not more than five hundred dollars [$500]; i Please check one of the following: s Sig a Date ❑ I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does - WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: HAVE AND WILL MAINTAIN the work himself or herself or through his or her own employees, provided that such improvements ❑I A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑❑ Section 3700 Labor I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: of the Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; The Contractor's License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). Carrier: Policy Number: Exp. Date: (This section nee not be completed if the permit is or one dollars ($100) or less. ❑ 1 AM EXEMPT under Section B. & P.C. for this reason: ERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS *Compensation UED, I shall not employ any person in any manner so as to become subject to the Workers' laws of California, and agree thisaWK I should become subject to the workers'X 01/05/2007 compensation provisions of Section 370 he abor Code, I shall forthwith comply with those Owner's Signature Date provisio X 01/05/2007 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signa a Date NTNG: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. 1 agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, injury, including death, and property damage caused arising out of, or in any way connected with DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND the issuance of this permit. I hereby acknowledge thatt is issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEYS FEES. County -t ter the above mentioned property for inspection purposes. I hereby certify that I am the property r r orizeto act ont prertyown ehalf. -) 01/05/2007 CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for e o e ittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) Owner ontractor OR. Agent for Owner ❑Agent for Contractor FILE COPY Lender's Address City Statezip 4 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.nettdds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Name i Name ili g ddress City State Zi Phone 3 Z — 7 Fax E-mail APWrVCANT.5J6,fi1ATURE X z - For office use only: CONTRACTOR Name Co tj Address rLLC7 i7 AMC i. LJ70 PM CitycState/7 Lot # State Z' Phone Fax U Yq —3 2,5-__:� E -mai �c Lic. #7Z Class t ARCHITECT/ENGINEER Name Address City State Zip Phone Fax E-mail State License Number APWrVCANT.5J6,fi1ATURE X z - For office use only: - . APPLICANT INFORMATION Name J Q� 5� .4S A-4 olseF Address Nap Book City Lot # State Zip Phone Name Fax E-mail APWrVCANT.5J6,fi1ATURE X z - For office use only: Zoning 1, AL Flood Zoiie SRA Yes No Occ. Type Const. Subdivision Name Nap Book Page Lot # Planner Date Approved: 1147 PERMIT NO. (IZ BIN # PROJECT LOCATION AP# — .__ 6 06 -3 03 Zdress City Cross Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work 13- (Y-\6) J �� Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs am. not refundable. ;Receive y: Amount: Bldg SRA R/ „ G _"...,.,_Sheriff e ipt Date:l other gx . 5 U Total Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 75965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds National pollutant Disharche Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B06-2663 Date: 11/15/2006 Location: 3032 LOUIS AVE By: KEJ Parcel Number: 027-270-025 Sub Type: Wood Deck Owner Name: WOLFE, GREGORY AND RAMONA JOY Phone: (530) 532-4471 Description: DECK OFF MASTER BEDROOM By signing below, I the project owner/owners' 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 buildouts 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 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 this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. i Signed: �J Title: )d 0 Vf FILE Date: 11/15/2006 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works,,Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. O Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codes/butteco/ Reference Number: B06-2663 Date: 11/15/2006 Location: 3032 LOUIS AVE Parcel Number: 027-270-025 Owner Name: WOLFE, GREGORY AND RAMONA JOY Phone: (530) 532-4471 Description: DECK OFF MASTER BEDROOM Signature of Property Owner: Date: 11/15/2006 FILE BUTTE COUNTY FEE SUMMARY 7 County Center Drive Oroville, CA 75965 Department of Development Services Phone (530) 538-7541 Fax (530) 538-2140 Permit Number: B06-2663 Job Address: 3032 LOUIS AVE Contractor: J P C CONTRACTING Fee Description 2485 NOTRE DAME STE 370 CHICO, CA 95928 Printed: 11/15/2006 3:25 pm Account Number Fee Amount Paid Date Pmt Amt Deck (wood) 0010-440001-4210500-1010 $150.00 11/15/2006 $150.00 EH Building Review Fee 0021-0-540-013RC $70.00 11/15/2006 $70.00 SMIP - Residential 1001-0-280-1011298 $0.50 11/15/2006 $0.50 Printed By: Karen Jones 220.50 $220.50 Balance Due: $0.00 At the time of permit application, I was advised the above fees are required prior ro issuance of the permit. These fees may be changed during the plan checking process. Signature: Date: 11/15/2006 Pursuant to Government code Section 66020, you are herby notified those items listed above may been imposed on your project. You have 90 days from the date of approval of the project or from the impostion of the above referenced items during which you may request a protest. The requirments for a protest are specified in Government Code Section 66020(a). I LP 72D —SJdl1C-'7,0P GROSS) BEDROOM REM . ODLE SEE IS AVE. ATTACH tN'T O M A<� AW bfA'TS EXISTING 1200 GAL. VPAJr T -b SEPTIC TANK FNc f'- INLET TREE AND 0 ROCKS 40' DIA. OUTLET 4" SDR 35 GLUED �Aq j TIGHT TO FIRST D ;x- c BOX cj� V � 81-0 sg 1)l94f e �, b. F9� - O s� jjfW MASTER St ®IrUOM �, Deer - ROCKS 10'DIA. STALLS f 12-�E P.%\ L-) �-6 U BAsT 0 A)Cka L. P -7-0 r-)7?-f+eAa 5-h of 1 O P ROCKS 25'DIA. x n -d jJe-to e -P 7-0 rlrkr i36 -b Roo.*A JPC Contracting 2485 Notre Dame Blvd. ' Suite 370 PMB 147 Chico, CA 95928 3032 Louis Ave. Oroville, CA 95966 Butte County, -USA ti MQllFQFA-k' 04T&-.' SITE PLAN loe cava 24$5 notre dame blvd ste: 370 pmb147 chico ca 95928 Wed Nov 15 1?'d7•Ia')Ona 3D View P. a/ his view is a three dimensional view of the deck� P a C; /vTy ;ansultyour local building department foryour correct building code and fastener requirements. A . V I IQ 'onions Copyright@ 1989-2003 Cad Quest Inc O li.g Hammer DeckBot Version 5.5.0, Copyright@ 2003 Big Hammer, LLC. )e cara ,485 notreAame blvd ste: 370 pmb147 hico ca 95928 Ved Nov 15 12:47:16 2006 )eck Layout his view is a general outline of the dimensions and/or substructure layout of your design. Ex deck is to be attached to your house, make sure a solid connection can be made. our design should be checked by a qualified professional or inspector. onsultyour local building department foryour correct building code and fastener requirements. ome local building codes require different beam to post connections than what is shown. onions Copyright@ 1989-2003 Cad Quest Inc. ig Hammer DeckBot Version 5.5.0, Copyright@ 2003 Big Hammer, LLC. COUIVAR a PRVV jj 11 ioe card 2485 notre dame blvd ste: 370 pmb147 Chico ca 95928 Wed Nov 15 12:47:16 2006 &Post Layout View for Deck 1 j 10' 0 0' chis view is a general outline of the dimensions and/or substructure layout of your design. f a deck is to be attached to your house, make sure a solid connection can be made. dour design should be checked by a qualified professional or inspector. :onsultyour local building department for your correct building code and fastener requirements. Tome local building codes require different beam to post connections than what is shown. 'ortions Copyright@1989-2003 Cad Quest Inc. 3ig Hammer DeckBot Version 5.5.0, Copyright o 2003 Big Hammer, LLC. ' 3" �L �� Ui' r Q� NG ®1�qn, 0' -.w+ APpao - y joe caro 2405 notre dame blvd ste: 370 pmb147 ;hico ca 95928 Wed Nov 15 12:47:16 2006 Deck Dimensions for Deck 1 r j PRONTO 52 W3/8 X1LAG BOLT EACH STUD Joist Baluster Spacing = 3 3/4" Toe Spacing = 3 3/4" Railing Height = 48" -his view is a general outline of the dimensions and/or substructure layout of your design. a deck is to be attached to your house, make sure a solid connection can be made. 'our design should be checked by a qualified professional or inspector. ,onsult your local building department for your correct building code and fastener requirements. Some local building codes require different beam to post connections than what is shown. 'ortions Copyright@ 1989-2003 Cad Quest Inc. 3i.g Hammer DeckBot Version 5.5.0, Copyright@ 2003 Big Hammer, LLC. APS ��Vs 10� a i — 0 j i i E I i i i 0 I i I i I i t I i - Deck 1 Spacin L = 16 in. o.c. 10, Joist Baluster Spacing = 3 3/4" Toe Spacing = 3 3/4" Railing Height = 48" -his view is a general outline of the dimensions and/or substructure layout of your design. a deck is to be attached to your house, make sure a solid connection can be made. 'our design should be checked by a qualified professional or inspector. ,onsult your local building department for your correct building code and fastener requirements. Some local building codes require different beam to post connections than what is shown. 'ortions Copyright@ 1989-2003 Cad Quest Inc. 3i.g Hammer DeckBot Version 5.5.0, Copyright@ 2003 Big Hammer, LLC. APS ��Vs I BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 3032 LOUIS AVE Owner: Permit NO: 06-2123 APN: 027-270-025 GREG & JOY WOLFE Issued Date: 10/11/2006 By KCG Permit type: MISCELLANEOUS 3032 LOUIS Subtype: Phtovtaic Sys Grnd PALERMO, CA 95968 Expiration Date: 10/11/2007 Description: SOLAR(POOL HEATER) (925) 682-6575 Occupancy: Zoning: Contractor Applicant: Square Footage: JPC CONTRACTING JPC CONTRACTING Building Garage- RemdUAddn 2485 NOTRE DAME BLVD STE 370 2485 NOTRE DAME BLVD ST. CHICO, CA 95928 CHICO, CA 95928 Other Porch/Patio Total (530) 521-1900 (530) 521-1900 _ ... FEE INFORMATION' Fund 10 BLDG $109.98 Total Charged: $109.98 Fees Paid: $109.98 Balance Due: $0.00 Receipt No: 461176 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION .� Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License JPC CONTRACTING 725153 / I_ _ 6• Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed r 11 I HEREBY AFFIRM P ALN OF PERJURY am licensed under provisions of Chapter 9 (commencing with ecf 7 vision 3 of siness and Professions Code, and my license pursuant to the provisions of the Contractors License Law (Chapter 9 (commencing with Section 7000) is in full for and a 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 X 10/11/2006 the applicant to a civil penalty of not more than five hundred dollars ($500]; Contragees S gnature Date Please check one of the following: ❑ I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does n WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: HAVE AND WILL the work himself or herself or through his or her own employees, provided that such improvements ❑I MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. + improve for the purpose of sale.). LHAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: ection 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractor's License Law dows not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractor's License Law.). Carrier. Policy Number. - Exp. Date: (This section nee not be competed if the permit is or one hundreddollars ($100)or Tess ❑ I AM EXEMPT under_ Section B. & P.C. for this reason: CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS I SUED, I shall not employ any person in any manner so as to become subject to the Workers' ompensalion s of alifornia, and agree that if I should become subject to the workers' X 10/11/2006 compensati provisio Section 3700 of the o ode, I shall forthwith comply with those Owner's Signature Date provision . X 10/11/2006 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building _ Signature Date WARNIN :FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AN , ALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE DRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, injury, including death, and property damage caused by, arising out of, or in any way connected with DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. my en the abov entioned property for inspection purposes. I hereby certify that I am the prope or am orized o act on t r ny ow is behalf. CONSTRUCTION LENDING AGENCY 10/11/2006 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for ,"Mme --of Permittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) Owner contractor OR; Agent for Owner Agent for Contractor FILE COPY Lender's Address City State Zip .y I j TE► BUTTE COUNTY p DEPARTMENT OF DEVELOPMENT SERVICES p BUILDING PERMIT APPLICATION p AND SUBMITTAL REQUIREMENTS p 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834 <m p OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds / 9�GuG y ' **PLEASE PRINT CLEARLY* OWNO INFORMATION La,PM Name y 1�4r 2 Zip ity City 14 1 e-0 State Zip Phon Z F.raeiF ax � L � CONTRACTOR Name Name �C City State Zip -r7-d-970 P 14;;" City 14 1 e-0 State Zi994; Phon S'2/ v Fa D_ 99-3Zj LS.6 G 12t ktV%Cs!9 Lic. # 2�. ClaQA Date Approved: — / — — ARCHITECT/ENGINEER Name t� Ad ess 0 U c� r Cit r / I Sta Zj�S E-mailS '� - CD um APPLICANT INFORMATION Name Address City State Zip Phone Fax E-mail Ulf , ��5� W office use only: Zoning _ Flood ZoneSRA No Occ. I Type Const. Pi Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT NO /Z �j l � BIN # PROJECT LOCATION AP#a2 Pr erty4,ddress Cross Street J WORKER'S COMPENSATION Policy Number I/X'4? Carrier Ir FIfohiring any ne other than license contractors, a certificate of worker's pensation must be shown at the time of permit issuance. LENDINQ AGENCY Name Address Page 1 of 2 Description or Scope of Work: 7—A AJ f) I KJ Ro "—I Sq FT- Living I Garage Open Cov ❑ 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 required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Receive Amount:, tsldg Receipt #: 4 171 Sheriff N /� Other Date: r ' 0 / `Z Total REV 8-12-05 �1 . . It SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans,° 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design,, nd supporting documentation in duplicate. ❑ .5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Installation manual, (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. Building Permit Application Without Required Clearances Form ❑ 12. Hazardous Material Form (for Commercial Buildings only). Remainngjtems needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance. and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5.. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy) ❑ 6. Contractor's license information: (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, or MCO. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530) 538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 8-12-05 -...P.Q-.�.�:,err- .,��.•er. . ,.: fu^" "�Y.`i-w'Y! sa' ?-1 M'4.L'b = ..s' yd -' a ;�rv'- '�a, l•� ` fV _ 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 23 OWNER: 17re, (g!eG/', ASSESSOR PARCEL NUMBER _ Proposed Building Use: ( %��C. Permit Technician: tf)Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. 0 2. Complete plans, 3 or 4 sets, signed by the pteparer of the plans. 3. Engineered. plans, 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 faxesl ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Installation manual, including 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. Hazardous Material Form •p 12. Acknowledgement of building permit application without required clearances. ❑ 13. Other Refitaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) Af 14. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable ❑ 15. Fire Sprinklers............................................................................................ ❑ 16:, Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent.by ❑ 17: Soils Report and/or Engineered Foundation required ........................................... ❑ 18. Erosion Control Plan Required........................................................................ ! 19. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 20. City of Chico Plumbing permit........................................................................ ❑ 21. Site plan and business license approval from the City of Biggs .............................. ❑ 22. California Department of Forest plan approval ❑ paid. Sent by: //. t� 23. Planning approval for (A) Use:t?(B) Parking: (C) Parcel Check:... ....... /o ❑ 24. Contact Land Development about _ Improvements, _ Drainage ........................ R Q - #• ❑ 25. Fire Marshall Review (commercial projects only). Sent by: 0 27. Encroachment Permit for driveway from the Public Works Dept. .' ❑ 28. Contractors license Information. (Number, Name Style, Classlficatlon): ❑ .29. Worker's Compensation Carrier and Policy Number............. �.. �. CONTRACTING ❑ 30. Owner -Builder Verification (_ Given to owner, _Mailed to owner)... • 248S Notre Dame Blvd. Joe P. CARD Ste. 370 P MB 147 '', Cl 31. Letter of Signature authorization.........................................a to 4s9z8 a ❑ 32. Recorded copy of Agricultural Acknowledgment Statement ............... 'Americans with Disabilities Act t *Tide 24 Califbmia Building Code ❑ 33. Existing violations and/or expired permits ...................................... -Site specific Design plana Cosc Aealyais ❑ 34. Deed Restriction......................................................................: •por'cr Export witness Lic.M 725153 ❑ 35. ❑ Legal description, ❑ M.H. Title, title search, registration`or MCO. ..: B oeadaiBaimasCom� , C - 31 saucaual sau comwor cell (530 521-1900 ❑ 36. Other: it C-di-D2IMwItimyand PumpsCommmm ) � ❑ 37. Other: j H.I.C. Fax (530) 899-3253 CAL.B.O. Code C'edemisl jpcc9ntracdng@sbcglobAa4t "� l When issued Telephones -'� ��j �� and hold for pickup. ; I have beetii�i orm d fjt e -a ove ite sand requirements for obtaining a building permit. Ilca r APP Date: 1. Index rmit pplication for the above items numbered: Plan Check�Lettej/ 2. Additional items required ontractor, esigner, owner, was advised of the above data by e phone, ❑ mail, ❑ counter, by Date: Con or, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advise of the above da a by ❑ phone, ❑ mail, O counter, y Date: Plans reviewed by: / Date: . ' �� Plans approved by: Date: Structural reviewed by Date: Structural approved by: ate: Note transfer by: Date: 92 , , Yellow: Building Division K/Building/Plan Check/Data 9heets/data sheet page 2 9.27.05 06— 0� I I ( E.H. USE ONLY D i0 ,;L3 3 an A to hod �( R000a s Man Attached Sant to B.O. { { 2 TO: Building Department b4^+ FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal- Water Supply: Public - Priv to Well Clearance for dwelling. Other ) Hold final for: h "moi ance O.K. for: NOTE: Environmen 6/96 Specialist Date Butte County Department of-DevelopinentSelTices 0Se.%3 F0 Yc. 7 County Center Drive ° ° Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile UN� 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. 7 ant 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: goer e�Q ,e 1D APN: t-�Z 7 Z,7Z) —_0Z.5'_ Building site address: 3Z /f 2 Permit No.:10 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: SIG ATURE OF APPLICANT DATE Q PSTME"r /, 6V Tr 0 0.�a `1 O O O COUNT-� A�QLIC 9 Department C o u n t s J. Michael Crump, Director 0 of Public o f B u t 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 II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement rLESS THAN 1 ACRE1 Project Description: Project Location and/or Parcel Number: / /Z-7— 2 70 – D Z- S 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. , Iam 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: Title: ----..--Date: -- Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program 027-270-025 - 06-2123 :,WOLFE, GREG. - N O T'E S 3032 LOUIS•AVE, PALERMO Cont: JPC CONTRACTING - • SOL'AR(POOL HEATER) RES1'DENTTI_ L f PAPN: Permit No. _ Owner_ Site Address Contractor. Type of Permit � 1 E f . =OK MANUFACTURED HOMES DATE PERMANENT FOUNDATION SOFTSET 1 ZoningSetbacks-Easements 2 Soils; Special MH Support Sketch 3 Sewer; Lorin Test; FaIUC/0-Concrete 4 Wtr, Loctn-Test-Easeinent Needed -Regulator 5 Elec Loctn-CImcs-Grad ' Amp -Concrete 6 Yard Gas; Loctn Test Wrap Nat O or LPO Inch Sz Ft Lngth 7 Blckng; SzSpacing-Marriage Line 8 Gas; MH Test-DemandValve-Cnnctr 9 Elec MH Cntnty Test-Crossovers-Breakers-Clmcs 10 Drain; MH Test -Fall -Flex Cnnctr 11 Wtr & Sewer Connected -C/O to Grade 12 Gas and Electricity Tagged 13 Tie Dowps O Foundation 14 Exits 15 Cert of Occupancy 16 HUD Labe(llnsignia Numbers Serial Numbers o'r v?� dA da Drawing MISCELLANEOUS' DECKS`COVERVCARP0RTS*GARAGES 1 ZoningSetbacks-Easements 2 Ftgs; SoilsSr-0pthSpacing-CnncirsSteel 3 Decks, GirderslJotsts-Dcking-Brcing Stairs-DuardlHandrails 4 Wood Awn; Posts-Beams-Rtirs-CnnctmShthg. Frmg-Brcng 5 Alum Awn; Columns-CnnctnsSplice-0ecal-Encisrs 6 Carports; Wndws-Doors- 7 Electric 8 Frmg; Sills-AnchrsStuds-Rffrs Trusses 9 Siding; Nailing VengerStucco-Lath 10 Root; Shthg-Roofing 11 Ext~ Steps -Doors -Landings 12 Braced Wali pnis 1 Setbacks -Easements 2 Soils; Compaction -Structure Stability 3 Pool Structure; Steel-Cnncbu Thickness Dead Men-Llning 4 Elec Rcptcls/LUng; D-rstance-GFl 5 Elec Fool Lting;15 volts-GFI 6 Elec.Enctkrs; Conduit Entries -Terminals -listed 7 Elec Bonding; Metal w/5'-CrGtng Egp-Htr 8 Elec Grndng; Eqp w15' Crcltng Eqp-Pool Ightg Boxer-rock`s-Pnlboardsansuitn-to Main Conduit 9 Health Dept App' &l 10 Plmb; Cir Test-Wtr Supply Test 11 tt Niche , 12 Encisr, Fencing -Alarms 13 , Boridurg, Diving board or Slide Hot OK RESIDENTIAL (Single & Duplex) DATE JUNDERFLOOR DATE IPLUMBING 1 ZoningSetbacks-Easements-RoodSlope 53 Wtr Htr. Vent-Acc-0mbstn Air Baffle 2 Ftg Main; Soils-Eiec Gmd Ftg DPth 54 Wtr Pipe Test $ Anchr Nail Prtctn 3 Ftg Garage; Soils-Steel-Elec Grnd " Ftg Dpfh 55 DWV; Test Fittings $ Anchr Nail Prfctn 4 Ftg Porches/Decks; Soils -Steel Ftg Dpth 56 Shwr Pan; Test, First fir Tub Arc 5 Stemwalis Main; Steel-Blockouts Wrapped 57 Test Tub & Shwr, 2nd fir - Tub Ace 6 Stemwalls Garage; Steel-Blockouts Wrapped 58 Gas Pipe; Sz & Anchrs 6a Hold Downs and Special Anchrs 59 Fire Sprinkler, Test 7 Slab, Steel Wrapped 60 Yard Gas Piping 8 Piers-Frpic Ftg-Steel 9 DW V; Fall -Fitting -Test -2 -way CIO -Sewer Test 10 UF, Gas Pipe; Sz AnchrsSz Test dr ds o 0`s 11 Wtr Pipe; Test-Anchrs-RgitrService Test 12 Elec Undrgmd DATE M E C H A N-1 C A L 13 Plenums & Ducts; Cimc-materialSupportansultn 61 AC Ducts Insulin 8 Support 14 GirdersSills-Anchr BolisJoists Vnts-Cripples 62 Vent Fan, Exhaust abv Insulin 15 Ace & Vntitn 63 Condensate Drain & Ovrfiw, Sz & Grade - 16 insulation 64 Furnace -Vent Acc-Comb Air Rtrn/Vent 115 Outlet 65 Attic Ace & Pltfrin if Furnace in attic :0 tea. dd e`er o'+ da ss DATE FRAMING 17 Silts Proper Materials & Anchrs DATE FINAL a•. 18 Walls Studs -Nailing Spacing & Braces-PlatesSound 66 Ext StepsDoor & SldeLt Prtctn-Landings 19 Bearing Walls over Girders fir Nailing 67 Smoke Detector 20 Draft Stop in Walls (rat proof)' 68 Furnace Vnts-Cimc-Comb, Air-Cnnctr 21 Fire Stops; Furred CeitingsStairs-Chasers Tutu :.,� In Garage; abvr-0d -fl us -Meth Prtctn Headers & BearnsSz $'Bearing 69 Bedroom Exiting 23 Handdd-P•osf.Caps-Anehrs'Cnnctns 70 GFl 8 Bath Fxtrs &Tub Ace -Spa 24 Ceiling Joisf-Rflr Tj2s-Purl' -Roof Brac-TrussShthg 71 GFl Arc Fault 25 Frplc Ties or `tjrpe A Flue=F 'Pic Throat Clrnc 72 Elec Trim & Subpn% Breaker Szs & Labels 26 Attic Aa.; Sz 8: Rutz 0itexn-raft Stop -Ins Baffles 73 Sfairs, GuardlHandrails 27 Bdnn Wndws or Ekiting DoorsSiD iit & Dimensions 74 Frplc or Stove, Ctmc-Hearth 28 Garage Fire Prtctri Framing -RC Charinel 75 Elec Outlets at Wood Pnl, int & Ext 29 Prprty Line Firewall & Opngs' • 76 Ktchn, Fxtr & Appinc; Grnd-Air-Gap-Cooking Cirnc 30 Ext Doors -One 3'-Checlx Gauge 3rd Story, 2 Exits 77 Elec Outlets & Rcptels at Ktchn Counter 31 Stairs; Wdth-Hdrm-Rise-Run-Land`mg-Fire pdc n 78 Garage Fire Dobr, Swing -Landing -Closure 32 Plywd on Roof Ovrhng-Mc Vnis-Rfir Outrgrs 79 AC Duct In Garage -Damper. 33 Siding -Nailing Veneer • 80 Wtr Htr Vn s-CImc-Com Air Cnnctr-PRV; abv fir 34 Stucco Lath Weep Screed-Fndtn Vnts-Undrflr Ace Mech Prtctn- LPG Appince Undr House 3' drain 35 Glazing Area -Glass PrtctnSkyLts-Plastic . 81 Plmb; Elec & Mech Eqp Listed for Loein 36 Shear Walls; Naffing -Bolts 82 Elec Rcptcls in Garage (GF) Romex P. tcb 37 Brace Int/Ext Wall pnls 83 Insultn-Foam-looked in Attic 38 Insuitn Walls -Ceilings 84 Guard Rails & Deck Cnstrctn-Post Caps 39 infiltration Walls Wndws 85 Fndn Vnts & Crawl Hole Door Dmge & Wood -Earth 86 Cimc Dmge Planters 0 Yes Q No 87 Stucco Brown -Finish 88 AC Unit Dscnnct, Elec-Ptmb 89 Vnts abv Roof, Plmb.Appinc-Frple-Cimc to Opngs DATE ELECTRICAL 90 Wtr Well, Dscnnct, Elec, Plmb 91 Ext Elec Trim, GFl Rcptcl-Undrgmd 40 Fxtr & Tmsfmrr Cimc-Ins Prtctn 41 Elec Rcptcls Spacing•1 is & Switches at Doors 92 Vntltn thru House 42 Sz Boxes & No Of Cndctrs Stapled 93 Glass Prtctn 43 Romex Installed Close to Edge of Studs & CJ 94 Corrections from previous Inspctns 44 Eqp Gmd made up w/Mech Fstnrs 95 Gas Test -Meters Tagged. Gas�Elec 45 Gmdng Electrode Bond Gas & Wtr 96 Wtr & Sewer Cnnctd-CIO to grade -HI) Apprvi 46 2 Appinc Cires In Ktchn & Cndctr Sz GFl 97 Energy Cmpinc Cert-Otlrer Certs Al- 47 Subfeed Wire Sz ElcumHAL 98 Address Posted AC Wire Sz :0 CU or 99 Fire Sprinkler 48 Range Ckc w ❑ CU or ❑ AL Oven Circ Qa Q CU or aAL Insulated Neutral ❑ Yes Q No r s� 49 Service -Riser Cndctrs & Gmd Main Dscnnct 50 Eqp Cimcs pnts-Motors-Meth Eqp 51 Clothes Closet Lt-Shwr LI -Spa Lt 52 Smoke Detector STRUCTURAL CALCULATIONS RCE -Job #2006-034 for Greg j8z joy Wolfe CWolfe-Solar_Panel 11, 3032 Louis Avenue Palermo, CA Calculation Index: Page # • Frame Calcs 1-3 • Footing Analysis 4-5 • Drawings 6-8 Revision Summary: Rev. 0 8/14/06 Initial Issue CIVIL — STRUCTURAL ENGINEERING SURVEYING 1060 Thorntree Dr. Suite #10 - Chico, CA 95973 'hone: (530) 894-8833 - Fax: (530) 894-8882 fax cg(@r-c-e.com - http://www.r-c-e.com Structural Calculations Criteria Project: Wolfe Solar Panel RCE Job Number: 2006.034 Owner: Greg & Joy Wolfe Location: Palermo, Ca. Date: August 14, 2006 ` Code: California Building Code, 2001 Edition. Code Enforcement: Butte County Building Department Loads: Seismic Design: Seismic Zone: 3 Importance factor: 1.0 Soil Profile Type: SD Seismic Source Type: A Closest Distance Seismic Source: n/a km Wind Design: Wind Speed: 75 mph Exposure: B Soil Bearing: 1500 psf Notes: Drawings are structural only. CIVIL — STRUCTURAL ENGINEERING SURVEYING 1060 Thorntree Dr. Suite #10 - Chico, CA 95973 'hone: (530) 894-8833 — Fax: (530) 894-8882 fax ci@r-c-e.com - http://www.r-c-e.com 22-141 50 SHEETS - "WP 9®° 22-142 100 SHEETS � L I 22-144 200 SHEETS p.' p M 22-141 50 SHEETS a �ll�/Pi4Cl, 22-142 100 SHEETS C- 22-144 200 SHEETS - -�' i �► �� cr i1 _ l ,- z tic " 11" �t� . ' ` l/-, l,* +1(� °o 41 90 v.on 1A( 11N to 10 $ s s C �+ 4-N�, ✓ �" o� ; ► -�-� jam, -�' i �► �� cr i1 _ l ,- 22-141 50 SHEETS , ���PA 22 142 100 SHEETS L 22-144 200 SHEETS - 1) � i sN -fl M CP N U C) + Tl< .1 � 5 N N b -a� CT oc -� . 34 x N e� 0 _ NCIS_ -- N Nig O o 6 N - N o - s _ va W 07 7/27/2006 - Caisson Design - Card Solar Frame - R. C. E. 2006.034 Caisson Design Aid For Lateral Bearing Per UBC 1806.8 Post Left S(psf) = 300 (Class 4 Soil) b(ft) = 1 h(ft) = 7.2 P(lbs) = 174 1= 1 A= 1.10 S 1 = 370 S3= 788 Constrained Condition Required Depth 2.63 ft < 12 ' -OK! Nonconstra!ned Required Depth 3.70 ft < 12'77.7' Fx Fy Fz r. Mx Mz M -result Dead Load ' 0.00 0.14 0.00 0.00 0.00 0.00 0.00 MEE 0.48 0.00 0.00 0.00 0.00 0.00 Wind Load 0.17 0.00 CL 0.17 0.00 0.00 0.00 0.17 0.62 0.00 0.17 0.00 0.00 0.00 L A . I L b� Fx Fy Fz F -result Mx Mz M -result Dead Load ' 0.00 0.14 0.00 0.00 0.00 0.00 0.00 Live Load 0.00 0.48 0.00 0.00 0.00 0.00 0.00 Wind Load 0.17 0.00 0.00 0.17 0.00 0.00 0.00 0.17 0.62 0.00 0.17 0.00 0.00 0.00 (Note: units are F = kips & M=k -ft) Allowable Soil Bearing Capacity 1200 psf (DL +LL) Soil Bearing Constrained Condition 896 psf < Allowable -OK! Soil Bearing Nonconstrained Condition 938 psf < Al owable . Allowable Soil Bearing Capacity 1596 psf (DL+LL+Seismic) Soil Bearing Constrained Condition 896 psf < Allowable -OK! Soil Bearing Nonconstrained Condition 938 psf < Allowable -OK! NOTE: Isolated poles for the uses such as flagpoles or signs and poles used to support buildings that are not adversely affected by a 1/2" motion at ground surface due to short-term lateral loads may be designed using lateral bearing values equal to two times the tabulated values. Nit a -L W/7 "A f F1 /J /) 1 r C f r � i I/I BUTTE COUNTY DEPARTMENT OF DEVELOPMENT. SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.net\dds LICENSED CONTRACTORS DECLARATION II hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of Ithe Business and Professions Code, and my license is in full force and effect. H le-- 3 License Class : -si —f License Number: Date:�ontractor. 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 permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file -a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).):, O I, as owner. of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). O 'I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ I am Exempt under Article 3 of the Business and Professions Code Date: Owner: 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 is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number, are: Carrier: Policy #: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply ith those pr isions. Date: CJ 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. PERMIT NO. BP062111 Issued. Date: 08/31/2006 APN:027-270-025-000 Site Address: 3032 LOUIS AVE PAL Map Index: Description: REMODEL MASTER BEDROOM & BATH, ADD FIRE PLACE(480) Owner: WOLFE, GREGORY & RAMONA 3032 LOUIS AVE OROVILLE, CA 95966 (925) 862-6575 Applicant: J P C CONTRACTING 2485 NOTRE DAME STE 370 PMB147 CHICO, CA 95928 (530) 521-1900 Contractor: J P C CONTRACTING 2485 NOTRE DAME STE 370 PMB147 CHICO, CA 95928 (530) 521-1900 License #: 725153 Architect: Engineer: Total Square Ft: 0 S. F. Valuation: $0.00 Census Code: t`114.%q #4Cou5o '�-31-OCn CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County Codw and/or I hereby affirm that there is a construction lending agency for the Resolutions t do work indicated above for which fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) Name: By: Q r� ^Date: PERMIT EXP RES ON: Address: , ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safely 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 slate laws relating to building construction. I acknowledge It is unlawful to alter the substance of any official -f rrn ment of Butt ounty. I hereby authorize representatives of Bu Co ty to enter upon the above mentioned property for inspection purposes.' )hF � lD g Print Name: Signature: Date: u O Owner ❑ Contractor ❑ Agent for Owner 0 Agent for Contractor /UT TFC DEPARTMENT BUTTE,COUNTY OF DEVELOPMENT SERVICES O O BUILDING PERMIT APPLICATION O b AND SUBMITTAL REQUIREMENTS O - _-'• O 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE 4: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION c�UN'�y Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY* OWNER INFORMATION Last aqie O ri0. Name f ' Ad &r v 17 4V Ci y StAj Zip Fa 2— Fax E-mail CONTRACTOR Name /•`. ��' A r •7 7 (vp ST�,j70V 8 Cityi St Zi 2 City Fa 2— E-mail L' . # 3 Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip Phone Map Book Fax E-mail Planner State License Number APPLICANT INFORMATION Name Address City State Zip Phone Fax E-mail Foroffice use only: Zoning PropertZ Address Flood Zone Cross Street SRA I Yes I No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: '9? PERMIT NO. 2 BIN # PROJECT LOCATION AP#027 276 - o Zs PropertZ Address CP I Cross Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of workers compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address OVER FOR SUBMITTAL REQUIREMENTS L, K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 Description or Scope of Work: 1� A.'1 Sq FT- Living r Garage Open Cov ❑ 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. to order to renew action on an application after expiration, a new application, plans and fee will be required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: �6 , Amount: 40 ! �W.� I Bldg r ►�^^'�� SRA Receipt #:y lr1 i Sheriff wk SMIP Date: g`3Fo ln Other L 'q . Ul _Total REV 8-12-05 1 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a' permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Installation manual, (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. Building Permit Application Without Required Clearances Form ❑ 12. Hazardous Material Form (for Commercial Buildings onfy). Remaining items needed to issue the permit. Additional items -may b6.required after Plan Checkand 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. ❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, or MCO. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530) 538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration,'a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS 11 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 8-12-05 EAt USE ONLY 0(aPlo_ I float Man Ran Ach d . _ oos an AttattasAad Sant to B.D. ! BU COUNTY TO: Building Departrnerit FROM: Environmental Health SEP 0 7 2�QS SUBJECT: Sanitation Clearance DEVELOPMENT SERVICES Owner Location AP# Plan Approved for: Sewage Disposals Water Su ply: Public — Pri to Well Clearance for dwelling. Other NOTE: EnvironmenYa! Health Specialist 8/96 Date /a BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES INSPECTION CARD 24 Hour Inspection Line: (530) 538-7636 (Oroville) (530) 891-2834 (Chico) Office: (530) 538-7541 Fax: (530) 538-2.140 Website: www.buttecounty.net/dds Permit No: B06-2662 Issued: 11/15/2006 Address: 3032 LOUIS AVE PALERMO APN: 027-270-025 Permit Subtype: LPG Tank (Ab) Owner: WOLFE, GREGORY AND RAMONA JOY Applicant: J P C CONTRACTING Description: NEW GAS TANK & LINES, DUCTS FOR 1 MUST BE ON JOB SITE JOB SHALL BE READY PRIOR TO CALLING FOR INSPECTION. THE INSPECTION CARD AND APPROVED PLANS MUST BE AVAILABLE FOR EACH INSPECTION OR THE INSPECTION WILL NOT BE MADE AND A RE -INSPECTION FEE MAY BE ASSESSED. ALL PLAN REVISIONS MUST BE APPROVES) BY THE COUNTY BEFORE PROCEEDING Inspection Type IVR INSP DATE Setbacks 132 Foundations / Footings 111 Pier/Column Footings 122 Grade Beams 114 Eufer Ground 216 Forms/Steel/Holdowns 122 Do Not Pour Concrete Until Above are Signed Pre -Slab 124 Gas Test 404 Masonry Grout 120 Masonry Bond Beam 119 Underfloor Framing 149 Underfloor Ducts 319 Shear Transfer 136 Under Floor Plumbing 412 Under Slab Plumbing 411 Gas Piping 403 Do Not Install Floor Sheathing or Slab Until Above Signed Rough Framing 128 Rough Plumbing 406 Rough Mechanical 316 - ( - Rough Electrical 208 Gas Piping 403 Roof Nail 129 Shower Pan/Tub Test 408 Fire Sprinkler 702 Do Not Insulate Until Above Signed Wall Insulation 117 Ceiling Insulation 118 Do Not over Until Above Signed T -Bar Ceiling / 145 Gas Test 404 (A�*Z _ _7 Stucco Lath 142 Stucco Scratch 143 Stucco Brown 144 Building Final 802 Electrical Final 803 Mechanical Final 809 Plumbing Final 813 Project Final V1 801 i PERMITS BECOME NULL AND VOID 1 YEAR FhEO -06 IIANCF._ IF WORK HAR COMMENCED, YOU MAY PAY FOR A 1 YEAR'RENEWAL 30 DAYS PRIOR TO EXPIRATION Inspector Copy BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 3032 LOUIS AVE Owner: Permit No: B06-26)6)2' APN: 027-270-025 WOLFE, GREGORY AND RAM Issued Date: 11/15/2006 By KEJ Permit type: MISCELLANEOUS 3032 LOUIS AVE Subtype: LPG Tank (AbvGrnd) OROVILLE, CA 95966 Expiration Date: 11/15/2007 Description: NEW GAS TANK & LINES, DUCTS (530) 532-4471 Occupancy: Zoning: A5 Contractor Applicant: Square Footage: J P C CONTRACTING J P C CONTRACTING Building Garage RemdUAddn 2485 NOTRE DAME STE 370 2485 NOTRE DAME STE 370 CHICO, CA 95928 CHICO, CA 95928 Other Porch/Patio Total (530) 521-1900 (530) 521-1900 FEE INFORMATION Duct Work Only $55.00 Gas System (enter outlets) $55.00 Total Charged: $110.00 Fees Paid: $110.00 Balance Due: $0.00 Receipt No: B875 LICENSED -CONTRACTOR'S DECLARATION OWNER/ BUILDER DECLARATION Contractor (Name) State Contractors License No. / Class / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License J P C CONTRACTING CSLB-725153 / B / 07/31/2008 Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a peril to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full force and effect. of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X 11/15/2006 the applicant to a civil penalty of not more than five hundred dollars [$500]; s Please check one of the following: Contractor's Signature Date I� I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of the property, who builds or improves thereon, and who does WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). ❑ I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by ❑ I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractor's License Law down not apply to an owner of the property who builds or improves My Workers' Compensation insurance carrier and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors License Law.). Carrier: Policy Number: Exp. Date: (This section need not be competed if the permit is or one hundred dollars ($100) or less. I AM EXEMPT under Section B. & P.C. for this reason: QI CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS - ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of California, and agree that if I should become subject to the workers' X 11/15/2006 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those Owners Signature Date provisions. X 11/15/2006 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE injury, including death, and property damage caused by, arising out of, or in any way connected with HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. County to enter the above mentioned property for inspection purposes. I hereby certify that I am the property owner or am authorized to act on the property owner's behalf. 11/15/2006 CONSTRUCTION LENDING AGENCY 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Name of Permittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) Owner El Contractor OR. Agent for Owner ❑Agent for Contractor INSPECTOR COPY Lender's Address City State Zip I INSTALLATION CERTIFICATE Site Address 30 -;Z Lvu, N /c'✓' -" (Page 4 of 12) CF -6R Number &--Z 4lo2, INSTALLER COMPLIANCE STATEMENT FOR DUCT LEAKAGE INSTAIXER COMPLIANCE STATEMENT The but'ldng was: ✓ Mested at Final ✓ ❑Tested at Rough -in INSTALLER VISUAL INSPECTION AT FINAL CONSTRUCTION STAGE: ®-Remae at least one supply and one return register, and verify that the spaces between the register boot.and the interior tinishslg wall are properly sealed C., & If theimse rough -in dud leakage test was conducted without an air handler installed, inspect the connection points tem m the air handle and the supply and return plenums to verify that the connection points are properly sealed. 1 ® Inspedall joints to ensure that no cloth backed rubber adhesive duct tape is used 11New Efth ution system is fully ducted (i.e., does not use building cavities as plenums or platforms returns in lieu of duds). ✓ ❑ Dwi LEAKAGE REDUCTION Proeaedenm for Mid vaWcadon and Ammosde MOW ofalr gffi*0udon systaw one evaga6�fe in RACM Annm r RG43 NEW CONSTRUCTION: Contraft (Co. Name) OR Owner Ductiftemenation Test Results (CFM @ 25 Pa) Measured Values ; I EnterTested Leakage Flow in CFM: i1-1 `.S'h F - y ^Irk' .; 2. Fan fbw. Calculated (Nominal: ✓ l! Cooling ✓ ❑ HeatingJ or ✓ ❑ MeasurW If F=Flow is Calculated as 400 efmhon x number of tons or as 21.7 e6m/(kBuvbr) x Heating in Thousands of Btu/hr enter total calculated or fan flow in CFM 00,0 : ✓ ✓ 3 PassifLeakage Pe rc 69'6 for Final or 5 4% at Rough -in: 100x * # 1)/ # 2 ❑Pass 13 Fail ALTERAZONS: Dad.System and/or HVAC Equipment Change -Out , M 4 EntwTested Leakage Flow in CFM fi+om Pre -Text of Existing DudJAM Prior to Dud Sys6= Alteration and/or Equipment Chaug64DuL110 5 Enw1ested Leakage Flow m CFM from Final Test of New Dud System or Altered Duct Systm for Dud System Alteration and/or Equipment ��. '✓' 6 EnterRaludion in.Lexkage for Altered Duct System _ r (Line# 4 Mmes # f if lieable Ilk I -'IRS {. . 7 Enteriested Leakage Flow in CFM to Outside: (Only if Applicable) 8 EntircNewDud System -Pass if Leakage Percentage 56%for Final 100z /(Line # / 000 Line #2 � " 99 Pass ❑ Fail TEST ORVERIFICATION STANDARDS: For Altered Deet System and/or HVAC Equipment Change- Oat Use one of the following four Test or Verification Standards for compliance. ✓ ✓ 9 Pass affLeakage Percentage 515% [100 x (Line # S) / (Lime # 2)]] ❑ Fail 10 Pass if#Y.takage to Outside Ptage S 10% [100 x L(e # 7) / (Lime # 2)]] ❑ Pass ❑ Fail 11 Pass iUxakW Reduction Percentage 2 60% [100 x [__(Line # 6) / (Lime # 4)]] and Vearific abon by Smoke Test and Visual inspection ❑ Pass. ❑ Fail 12 Pass asealing of all Accessible Leal6 and Verification by Smoke Test and Visual k spection E3 Pass ❑Fail Pass ir One of Lines # 9 through # 12 panTaN❑ Pass ❑ Fail ✓ QI, theundersigned, verify that the above diagnostic test results were performed in conformance with the requirements for complianceaedit. I, the undersigned, also certify that the newly installed or retrofit Air -Distribution System Duds, Plenums and Fans com* with Mandatory requirements specified in -Section 150 (m) of the 2005 Building Energy Efficiency standards. Instalft Subcontractor (Co. Name) OR General Contraft (Co. Name) OR Owner 04. Ps ✓ �C/ . Signature ! Date- _ Z 0 .' Copla to: BUMMING DEPARTMENT, HERS RATER (IF APPLdCABW BUMMING OWNER AT OCCUPANCY ResidentidCompliwwe Forms September 2005 Ca10ERTS - Certificate r https://www.calcerts.com/cf4r_print certificate.cfin?lots=0,52124&U... CERTIFICATE OF FIELD VERIFICATION & DIAGNOSTIC TESTING (Page 1 of 8) CF -4R 3032 louts av - Palermo, CA 95966 #:"14 r `1 De Air Co / 478347 Project Address Contractor Name / License No. b06-2662 Contractor Contact Telephone Permit Number John Revilak 530-518-1109 52124 HERS Rater _r Telephone January 25, 2007 Cert/ Signature Date Firm: Revilak's HERS Rater Street Address: PO Box 1609 Copies to: Homeowner, HERS Provider and Building Department Sample Group Number CC14-1798392706 Certificate Number HERS Provider:CaICERTS, Inc. City/State/Zip:Magalia / CA / 95954 This CF -411 has been registered with the CaICERTS@ registry in accordance with the Title 24 & Title 20 of the CCR. CaICERTS@ is an approved HERS provider by the California Energy Commission. HERS RATER COMPLIANCE STATEMENT The house was 9 Tested ❑Approved as part of sample testing, but was not tested. As the HERS rater providing diagnostic testing and field verification, I certify that the house Identified on this form complies with the diagnostic tested compliance requirements as checked on this form. The HERS rater must check and verify that the new distribution system Is fully ducted and correct tape is used before a CF -411 may be released on every tested building. The HERS rater must not release the CF -4R until a properly completed and signed CF -6R has been received for the sample and tested buildings. The installer has provided a copy of the CF -6R (Installation Certificate). New Distribution system is fully ducted (i.e., does not use building cavities as plenums or platform returns In lieu of ducts). New systems where cloth backed, rubber adhesive dud tape is installed, mastic and drawbands are used In combination with cloth backed, rubber adhesive dud tape to seal leaks at dud connections. MINIMUM REQUIREMENTS FOR DUCT LEAKAGE REDUCTION COMPLIANCE CREDIT: NEW CONSTRUCTION Duct Pressurization Test Results (CFM @ 25 Pa) Measured Values 1 N/A 2 !1 Fan Flow: Calculated (Nominal 0 Cooling O Heating) or d Measured Enter Total Fan Flow in CFM: 2000 3 N/A N/A ALTERATIONS: Duct System and/or HVAC Equipment Change -Out 4 Enter Tested Leakage Flow in CFM from CF -6R: Pre -Test of Existing Duct System Prior to Duct System Alteration and/or Equipment Change -Out. 5 Enter Tested Leakage Flow in CFM: Final Test of New Duct System or Altered Duct System for Duct System Alteration and/or Equipment Change -Out. 118 6 Enter Reduction in Leakage for Altered Duct System [Line 4 - Line 5] - (Only if Applicable) 7 Enter Tested Leakage Flow in CFM to Outside (Only If Applicable) 8 Entire New Duct System - Pass If Leakage Percentage < 6% [ 100 x ( Line 5 / Line 2 )]: 5.90% R Pass ❑ Fall TEST OR VERIFICATION STANDARDS: For Altered Duct System and/or HVAC Equipment Change -Out, use one of the following four Test or Verification Standards for compliance: 9 Pass if Leakage Percentage <= 15% [ 100 x ( Line 5 / Line 2 )]: ❑ Pass ❑ Fail 10 Pass if Leakage to Outside Percentage <= 10% [ 100 x ( Line 7 / Line 2 )]: ❑ Pass ❑ Fall 11 Pass if Leakage Reduction Percentage >= 60% [ 100 x ( Line 6 / Line 4 )] and Verification by Smoke Test and Visual Inspection 1-1 Pass El Fall 12 Pass if Sealing of all Accessible Leaks and Verification by Smoke Test and Visual Inspection ❑ Pass ❑ Fail Pass if One of Lines #9 through *12 pass ❑ Pass ❑Fail 1 of 1 1/25/2007 3:43 PM INSTALLATION CERTIFICATE 3o 3 2- Les yl 3 of 12) CF -6R Site AWS r - remit Number An mon certificate is requited to be posted at the building site or made available for all appropriate inspec tion& (The information provided on this form is nquired) After codon of final inspection, a dopy must be provided to the bunding department (upon request) and tht buildingowner atoccupaney, per Section 10-103(a). HVAC S 1 SITMi MeaftEo4weW ibD e k' cl�.C k a. ? - U Equip Type heat . CDC Crth7ied Ift. Nam�aod I4Wd Number / ofEftimy Identieel (A•U4�)� 20LIR"Ioe Duct Lacatioa • am Doctor R Load 4, dab ppjsC�c► 035-Gssti I V •zX�C%r� � un Fac ca/• �- � • /•Q /'� t ' Equip � heat CWCenTeat& Mimed MW • Numbs :of Idea6al (SMar EW 2CRIRvdw DnaDud Loam R13 � � .. /w �O O� /DOA /•Q /'� t ' 1. >_ symbol reads lPvaitr dfrmi or equal to what to br gmmd on the CF -1R vba Include both SEER and HER if oaoplianm credit for high FFR air conditioner is dammed. I. to undersigned, verify that cqukwW fisted -above is: 1) is the actual equipment insta& , 2) eguivaW to or more efficient than that specMW in flu certificate of oompraooe (Faun CF-lR) sabmilled for compliance with the F3wv Fhkkmy SYmrdu * for s esideatial buiildings, and 3) equipment that meets or ameeds the 111 - I r3, I requireamats for manuf otm red devices (Liam ffie Appftwm Fhldei%7, Regvladora or Fart 6), whom applicable. Qr Signature, Date Installin Sulicoubactor (Co. Name) OR General Contractor (CD Name) OR Owner COPY TO. ' Building Dgrartmeat HERS Rater (ifappticeble) BmlftOwnwatO="mcy Residential Compliance Forms March 2005 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 3032 LOUIS AVE Owner: Perinit NO: B06-2662 APN: 027-270-025 WOLFE, GREGORY AND RAM Issued Date: 11/15/2006 By KEJ . Permit type: MISCELLANEOUS 3032 LOUIS AVE Subtype: LPG Tank (AbvGrnd) OROVILLE, CA 95966 Expiration Date: 11/15/2007 Description: NEW GAS TANK & LINES, DUCTS (530) 532-4471 Occupancy: Zoning: A5 Contractor Applicant: Square Footage: J P C CONTRACTING J P C CONTRACTING Building Garage Remdl/Addn 2485 NOTRE DAME STE 370 2485 NOTRE DAME STE 370 CHICO, CA 95928 CHICO, CA 95928 Other Porch/Patio Total (530) 521-1900 (530) 521-1900 FEE INFORMATION Duct Work Only $55.00 Gas System (enter outlets) $55.00 LICENSED CONTRACTOR'S DECLARATION Contractor (Name) State Contractors License No. / Class / Expires J P C CONTRACTING CSLB-725153 / B / 07/31/2008 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter (commencing with Section 70 f Division 3 of the Business and Professions Code, and my license is in full for e O X �r�/ 11/15/2006 Signature Date WORKERS' COMPENSATION DECLARATION I I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier and policy number are; Cartier: Policy Number: Exp. Date: (This section need not be completed if the permit is or one hundred dollars ($100) or ess. I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation aws of California, and agree that if I should become subject to the workers' compen n p ' i " Section �f the Labor Code, I shall forthwith comply with those 11/15/2006 Sign re Date W NTNG: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CML FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ATTORNEY'S FEES. CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency fo the performance of the work for which this permit is issued. (3097 civ. code) Lenders Address City State Zip Total Charged: $110.00 Fees Paid: Balance Due: $0.00 Receipt No: OWNER / BUILDER DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors License Law (Chapter 9 (commencing with Section 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); Please check one of the following: ❑I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of the property, who builds or improves thereon, and who does the work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proof 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 Provessions Code: The Contractors License Law dows not apply to an owner of the property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors License Law.). ❑ I AM EXEMPT under Section B. & P.C. for this reason: IX 11/15/2006 Owner's Signature Date 1 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of this permit. I hereby acknowledge that issuance of this permit does not authorize the use or occupancy of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte Co the ab mentioned property for inspection purposes. I hereby certify that I am the op or a uthoriz d to act on the perty owners behalf. I 11/15/2006 Ownerontractor OR Agent for Owner ❑Agent for Contractor CI FILE COPY BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION Website: www.buttecounty.neVdds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Nam rjName M 'ling Address City1 State Zi Phone 3 2 — 44-71 Fax E-mail IC - NT ATURE X 1147 For office use only: CONTRACTOR Name Co tj -N#,er N Address it) Cityc �4 Cross Street State Zi Phone 2 _ ` 0 Fax01, E -mai �c Lic. #�Z class i If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY ARCHITECT/ENGINEER Name Address Address City State Zip Phone Fax E-mail State License Number IC - NT ATURE X 1147 For office use only: APPLICANT INFORMATION Name 6 Address SRA I Yes No City Cross Street State Zip Phone Map Book Fax E-mail Planner IC - NT ATURE X 1147 For office use only: PROJECT LOCATION Zoning 6 Flood Zone SRA I Yes No Occ. Cross Street Type Const. Subdivision Name Map Book Page Lot # Planner Carrier Date Approved: PERMIT NO. � U, (� V'e_ ! BIN # Description or Scope of Work: n Sq FT- Living Garagd Open ov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Re ' by: Amount: / PROJECT LOCATION AP# 6Z7_ 6 Address � Z � City 4ro v Li Cross Street Total WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: n Sq FT- Living Garagd Open ov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Re ' by: Amount: / i Bldg SRA Receipt #: 6 6? S _Sheriff _GM,P Date % � �S d � Other Total 027-270-025 06-1878 WOLFE, GREGORY 1 t....- .j , • 0-- NOTES ,3032 LOUIS AVE, PALERMO CotJPC CONTRACTIN6--'; REMODEL KITCHEN o. RESIDENTIAL APH: Permit No. Owner. Site Address- Contractor. Type of PemtiL- 1 t a C i 4 SRA FLOOD CERTIFICATE EQUIRED FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDMNS SUBSTANDARD HOUSING LETTER ENCROACHMENT PERMIT REINSPECTION FEE PAID ENV HLTH CLEARANCE �.y .5» i DATE JOB FINALED: I (/ 13 / d SIGNATURE: CHECKED BY a v 1 SRA FLOOD CERTIFICATE EQUIRED FIRE SPRINKLERS REQUIRED SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDMNS SUBSTANDARD HOUSING LETTER ENCROACHMENT PERMIT REINSPECTION FEE PAID ENV HLTH CLEARANCE �.y .5» i DATE JOB FINALED: I (/ 13 / d SIGNATURE: CHECKED BY =CK o = Not OK .MANUFACTURED HOMES MISCELLANEOUS- ISCELLANEOUS-D DATE . TE PERMANENT FOUNDATION U SOFT -SET ----DATE DECKS -COVERS -CARPORTS •GARAGE S 1 ZoningSetbacks-Easements 1 ZoningSetbacks-Easements 2 Soils; Special MH Support Sketch 2 Figs; SailsSz-DpthSpacing-Cnnctm Steel 3 Sewer; Loctn-Test; FaII/C/0-Concrete 3 Decks, Girders/Joists-Dcking-Brcing 4 Wtr, Loctn Test-Easeinent Needed -Regulator Stairs -Guard_ !Handrails 5 Elec Loctrt-Clmcs-Gmd Amp -Concrete 4 Wood Awn; Posts-Beams-Rftrs-C_nnctmShthg. 6 Yard Gas; Loctn Test Wrap Nat F-1orLPQ Frmg-Brrng Inch Sz Ft Lngth 5 Alum Awn; Columns-CnnctnsSplice-Decal-Enclsrs 7 Bickng; SzSpacing-Marriage Line 6 Carports; Wndws-Doors 8 Gas; MH Test-Demand-Valve-Cnnctr 7 Electric 9 Elec MH Cntnty Test-Crossovers-Breakers-Clmcs 8 Frmg; Sills-AnchrsStuds4btrs Trusses 10 Drain; MH Test -Fall -Flex Cnnctr 9 Siding; Nailing—Veneer—Stucco-Lath 11 Wtr & Sewer Connected -C/O to Grade 10 Roof; Shthg-Roofing 12 Gas and Electricity Tagged t; .. 11 Ext; Steps -Doors -landings 13 Tie Downs 0 Foundation Q 12 Braced Wall pnls 14 Exits 15 Cert of Occupancy 16 HUD Label/Insignia, Numbers Serial Numbers 1 Setbacks -Easements 2 Soils;.Compaction-Structure Stability 3 Pool Structure; Steel-Cnnctru-Thickness Dead Men -Lining _ 4 Elec Rcptds/Lting; Distance -GH 5 Elec Fool Ming; 15 volts-DFI — 6 Elec.Enclsrs; Conduit Entries-Temrinals-Disted T Elec Bonding; Metal w15'•Crcltng Egp-Htr 8 Elec Grndng; Eqp w/5' Crdtng Eqp-Pool Ightg Box p-Encisrs-pniboards-Insultn-to Main Conduit 9 Health Dept Appm —10 Plmb; Cir Test Wtr Supply Test _ 11 Lt Niche . 12 Endsr; Fencing Alarms 13 Bonding, Diving board or Slide Pool Drawing a = Not OK - R'E'SI.DENTIAL (Single & Duple d DATE JUNDERFLOOR DATE UMBING� 1 ZoningSetbacks-Easements-FloodSlope 2 Main; 53 Wtr Htr, Vent-Acc-Cmbstn Air Baffle Ftg Soils-Elec Gmd Ftg Dpth 54 Wtr Pipe; Test & Anchr-Nail Prtctn 3 Ftg Garage; SoilsSteei-Elec Grnd Ftg Dpth 55 DWV; Test Fittings & Anchr Nail Prfctn 4 Ftg Porches/Decks; Soils -Steel Ftg Dpth 56 Shwr pan; Test, First fir -Tub Ace i 5 Stemwalis Main; Steel-Blockouts Wrapped 57 Test Tub & Shwr, 2nd fir - Tub Ace 6 Stemwalis Garage; Steel-Blockouts Wrapped 58 Gas Pipe; Sz & Anchrs ' - 6a Hold Downs and Special Anchrs 59 Fire Sprinkler, Test 7 Slab, Steel Wrapped 60 Yard Gas Piping 8 Piers-Frple Ftg-Steel 9 DWV; Fall -Fitting -Test -2 -way CIO -Sewer Test 10 UF, Gas Pipe; Sz Anchrs-Sz Test a 0 o .sem m 11 Wtr Pipe; Test-Anchrs-RgltrService Test 12: Elec Undrgmd DATEi65 A L 13 Plenums & Ducts; Cirnc-MaterialSupportansultn sults &Support 14 GirdersSills-Anchr BoltsJoists Vnts-Cripples xhaust abv Insultn fflAcc 15 Ace & Vntltn Drain & Ovtflw, Sz & Grade 16 Insulation nt Acc-Comb Air RhTWent 115 Outlet Pitfrm if Furnace In attic DATE jFrRAMING 17 Silts Proper Materials & Anchrs DATE FINAL 18 Walids-Nailing Spacing & Braces-PlatesSound 66 Ext Steps -Door & SideLt Prtctn-landings 1 e9� aring Walls ovef Girder.,li, fir Nailing 67 Smoke Detector 20 Draft Stop In Walls (rat Proof) 68 Furnace Vnts•Clmc•Comb, Air•Cnnctr 21 Fire s; Furred CeilingsStairs-Chasers Tubs �23,H >s'S�eamsSz & Bearing' In Garage; ge; abv4lr-Duds-Meeh Prtctn 69 Bedroom Exiting -Anchrs-Cnnctns70 �R ng Joist 2ftr Ties-Purliq�-Roof Brac TnusShthg GFl 8 Bath Fxtrs &Tub Ace -Spa 71 25 Frple Ties or Type A Flue F' !e Throat Clrnc GFl Arc Fault 72 Elec Trim & Subpnl, Breaker Szs & Labels 26 Attic Acc; Sz B'Rinz pitctiriraft Stop4ns Baffies 73 Stairs, Guard/Handrails 27 Bdnn Wnor 1?xiting . orsSifl lit & Dimensions . 74 Frplc or Stove, Cimc-Hearth 28 Garage F ire Prtdh Framing -RC Channel 75 Elec Outlets at Wood Pnl, Int & Ext 29 Prprty Line Firewall & Opngs' . 76 Ktchn, Fxtr & Appinc; Gm -D d-Air-Gapooking Cimc 30 Ext Doors -One 3' -Check Garage 3rd Story, 2 Exits 77 Elec Outlets & Rcptcis at Ktchn Counter 31 Stairs; WidbMdrm-Rise•Rrm-Landing-Fire Prtc n 78 Garage Fire Door Swing -Landing- Closure 32 Plywd on Roof Ovrhng Attic Vnts-Rftr 6*grs 79 AC Duct In Garage -Damper. 33 Siding -Nailing Veneer 80 Wtr Htr; Vnts-Cimc-Com Air Cnnctr-PRY; abv fir 34 Stucco Lath Weep Screed-Fndtn Vnts-Undrflr Ace Mech Prtctn• LPG Appince Undr House 3' drain 35 Glazing Area -Glass PrtdnSkyLts-Plastic • 81 Pimb; Elec & Mech. Eqp Listed for Loctn 36 Shear Walls; Nailing -Bolts 82 Elec Rcptcls in Garage (GFl) Romex Prtdn 37 Brace Int/Ext Wall pnls 83 Insults -Foam -Looked in Attic 38 Insultn-Walls-Ceilings 84 Guard Rails & Deck Cnstrctn-Post Caps 39 Infiltration-Walls-Wndws 85 Fndn Vnts & Crawl Hole Door Dmge & Wood -Earth �� • ,yJ 86 Clmc Dmge Planters M Yes M No 87 Stucco Brown -Finish 88 AC Unit Dscnnck Elec-Pimb 89 Vnts abv Roof, Pimb-Appinc-Frplc-Cimc to Opngs DATE ELECTRICAL 90 Wtr Welk Dscnnd, Elec, Pimb 40 Fxtr-rnsfmrr Clrnc-Ins Prtdn 91 Ext Elec Trim, GFl RcptcWndrgmd 4 gr.Rcptcts Spacing-Dts & Switches at Doors 92 Vntltn thru House gySz�xes & No Of Cndetrs Stapled 93 Glass Prtdn ,4a•�om nsta[led Close to Edge of Studs & CJ Gmd 94 Corrections from previous irispdns p made up wlMech Fstnrs 45 G g Electrode Bond Gas & Wtr 95 Gas Test -Meters Tagged, Gas-Elec 96 Wtr & Sewer Cnndd-CIO to grade -HD Apprvl pink Cires In Ktchn & Cnddr I GFl ubfeed Wire Szy, or ❑AL 97 Energy Cmpinc Cert -Other Certs 98 Address Posted AC Wire Sz CU or MAL 99 Fre Sprinkler 4>�ge Circ oa CU or MAL Oven Circ �_Qa CU or MAL Insulated Neutral es M No 49 Service -Riser Cndctrs & Gmd Main Dscnnct 50 Eqp Cirncs pnts-Motors-Meth Eqp Clothes Closet Lt-Shwr LI -Spa Lt 52 S oke Detector o` I - te - 0-61 p' BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING,PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 PEKIVIII NU. BP061878 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. - Y 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 the Business and Professions Code, and my license is In full force and effect. License Class : s '- License Number: �_ Date: U/7/"_ Contractor: OWNER -BUILDER DECLARATION ' I hereby affirm under penally 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 permit to construct, alter, Improve, demolish, or repair any structure, prior to its Issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of 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 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 Code: The Contractors' State License Law does not apply to an owner of property who builds or Improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not intended or offered for sale. If however, the building or Improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or Improve for the purpose of 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 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 Business and Professions Code Date: Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penally of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit Is issued. ❑ 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: Policy #: ZJ I certify that in the performance of the work for which this permit Is issued, I shall not employ any person In any manner so as to become subject to the workers' compensation laws of California, and agree that If I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply ilh Thos provisions. Date: D Applicant: WARNING: 6Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars (5100,000), in addition to the cost of compensation, damages as provided -for In Section 3706 of the Labor - code, interest, and attorney's fees. Issued Date: 08/07/2006 APN: 027-270-025-000 Site Address: 3032 LOUIS AVE PAL Map Index: Description: REMODEL KITCHEN (165) Owner: WOLFE, GREGORY & RAMONA 4925 LAUREL DR CONCORD, CA. 94521 (925) 682-6575 Applicant: J P C CONTRACTING 2485 NOTRE DAME STE 370 PM8147 CHICO, CA 95928 (530) 521-1900 Contractor: J P C CONTRACTING 2485 NOTRE DAME STE 370 PMB147 CHICO, CA 95928 (530) 521-1900 License #: 725153 License #: Architect: Engineer: Total Square Ft: Valuation: Census Code: jCc� J�1 0 S. F. $0.00 CONSTRUCTION LENDING AGENCY This permit Is hereby issued under the applicable provisions of the Butte County Code and/or I hereby affirm that there Is a construction lending agency for the Resolutlons�to do work lndicat abo for which fees have been paid. performance of the work for which this permit Is Issued (Sec 3097 CIv.) L 1 Date: �1 `l 'li( 0 By: r Name: ry PERMIT EXPIRES ON: Address: Date ❑ I 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. O Attached are copies of the required E.P.A. ndtificalion.forms. I hereby certify that ]'have read this application, that the above information Is correct, and that I am the owner or the dull 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 substanc f any office I form or document of Bu County. I hereby authorize representatives of -Butte nty to enter upon the above mentioned property for Inspection pur ses. Print Name: Y / Signature: 1-510 Dale: ❑ Owner 2 Contractor 0 Agent for Owner ❑ Agent for Contractor Am 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. BP061878 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 II 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: 08/07/2006 APN: 027-270-025-000 the Business and Professions Code, and my license is in full force and effect. License Class: S '- License Number: ZZ- _ Site Address: 3032 LOUIS AVE PAL Date: U1-11 Z11* Contractor: 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 permit to construct, alter, improve, demolish, or repair any structure, prior to Its Issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or 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 Code: The Contractors' State License Law does not apply to an owner of property who builds or Improves thereon, and who does such work himself or herself or through his or her own employees, provided that such improvements are not Intended or offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of 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 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 Business and Professions Code Date: Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penally of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation I Insurance carrier and policy number are: Carrier: i! Policy #: r +elcertify that in the performance of the work for which this permit Is t I issued, I shall not employ any person in any manner so as to j 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` iitth thos provisions. Date: C D Applicant: WARNING: GPailure 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. Map Index: Description: REMODEL KITCHEN (165) Owner: WOLFE, GREGORY & RAMONA 4925 LAUREL DR CONCORD, CA. 94521 (925) 682-6575 Applicant: J P C CONTRACTING 2485 NOTRE DAME STE 370 PMB147 CHICO, CA 95928 (530) 521-1900 Contractor: J P C CONTRACTING 2485 NOTRE DAME STE 370 PMB147 CHICO, CA 95928 (530) 521-1900 License #: 725153 License #: Architect: Engineer: Total Square Ft: Valuation: Census Code: 0 S. F. $0.00 CONSTRUCTION LENDING AGENCY This permit Is hereby issued under the applicable provisions of the Butte County Code and/or —^ I hereby affirm that there is a construction lending agency for the Resolutions to do work indicat abo for which fees have been paid. performance of the work for which this permit Is Issued (Sec 3097 Civ.) By : Date: U� 1'CJy Name: -7, 09 PERMIT EXPIRES ON: J Address: ❑ 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 dui 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 substanc f -any office I form or document of By County. I hereby authorize representatives of Butte County to enter upon the above mentioned property for Inspection pur ses. Print Name: &I Y 1 Signature: Date: � ❑ Owner 2 Contractor ❑ Agent for Owner O Agent for Contractor o. �. Dunuiny rminn-.v-v-. Ny , 1: =i.'?7 ' 2 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 OFFICE 1t: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Name ,04 Name Address CA CL 'T Sta C ONCe Z� Phon _ Fax E-mail` Za>s 0 r 4��o(4nd • ii or 1\ i raw•T-4r=.i CONTRACTOR NameL Q Name ress _ /d S7 70 PM /41 Cit I CO Stat Zim Phon a _5el_1496 0 Fa G _&99 X32 f_ -mail Lic. # �h„_.� Class \�:41t�Iw7_l 7L_ APPLICANT INFORMATION ARCHITECT/ENGINEER Name __----7 Address Zip Phone Fax City —�'- State Zip Page Lot# Planner Date Approved: Phone Fax 5i -mail State License Number APPLICANT INFORMATION Name Address City State Zip Phone Fax E-mail NT SIGNATURE For office use only: Zoning o e Address Flood Zone Cross Street SRA I Yes I No Occ. Type Const. Subdivision'Name Map Book Page Lot# Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS KAFORMS\BUILDING FORMS\BldgApplSubRgmts.doc PERMIT NO. BPG BIN # PROJECT LOCATION AP# 2'l O o e Address i Cross Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than cense contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Page 1 of 2 Description or Scope of Work: Sq FT- Living Garage Open Cov ❑ 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 required. REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. rl) .%`7 -/ Received by: tJ� Amount: Bldg SRA Receipt #: /�� ! Sheriff 6PUL::4IT SMIP (' Date: _ _ bG r J' Other ial`7 Total REV 8-12-05 'W- 11 SUBMITTAL & PERMIT REQUIREMENTS. The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! . ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. ❑ 5. Statement of Intent for Non -heated and A/C for Non-Resident'rai Buildirlgg.,' ❑ 6. Manufactured homes: (A) Installation manual,,(BI, Marriage line info, (C) FloorfPlan; (D) Tie.down,or fnd plans, r' a',, ail ii>.duplicate ti % ` 'I . _' �, ❑ 7. 1... Metal Bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate;(C� Elevations in tr(pf ate. � P):Floor� plans in triplicate. All of these must be stamped and wet -signed by the endineer. .. . ❑ 8. Flood Elevation Certificate, wet -stamped and signed, inti,ppl)gatlr,(if reggiredjt.)i t .',(V-* tr,,• xq1T--, ti ❑ 9. Site plan and business license approval from the City of BiggsO". ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Building Permit Application Without Required Clearances Form Al ❑ 12. Hazardous Material Form (for Commercial Buildings oply� Remaining items needed to issue the permit. Additional items may'betequired after Plan Check and Plannih review (May require additional plan review upon receipt of the folj�ivDiifagtiter>I;):,. ,;��� �; p , _ , �; _ •'r` ❑ 1. Agricultural Buffer clearance and�site plan approval from the* Comra4iongrsoffice (if required). El 2. Impact Fees. 1 _ 0. - . ' .��r y r�1 `' .,w r t i t 1 Nq ❑ 3. California Department of Forestry plan approval (if required). El 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. ❑ Legal description from current recorded grant deed, ❑ Copy of M.H. Title, Title transfer, or MCO. ❑ 12. Sanitation and site plan approval from the Environmental Health Department. If you have questions or would like additional information regarding this process, please contact a Permit Assistant at (530) 538.7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 8-12-05 May 08 06 01:21p Isakson & Associates 925-937-7926 now CIVIL LAND ENGINEERING SURVEYING 2255 YGNACIO VALLEY ROAD, SUITE C. WALNUT CREEK, CA. 94996 PHONE: 925 937 9335 FAX: 925 937 7926 —To., Re: Phone: Fax: CC: A5 Date* 2 - Number of Sheets: -1 ob No: Froliu Project; (!VMILA45 E-Maii: AOV@isaksonandass3ciat(!s.cotii REMARKS: —Urgent For your review Q Reply A& Finse cornrrent YOO MjPhT rnm la�4& P. 14'L.- i- FO qz 5 - S6 cp - & 7, CONTRACTING 1 2485 Notre Dome Blvd. Ste. 370 PMB 147 Chico, .CA 95928 Americans With DisabilityAct Title 24 California Building Code For Accessibility Specific Site Design For Compliance Forensic Expert B - General Building Contractor Lic.# 725153 C - 61 - D21 C • sl JOE P. CARD H.I.C. cell (530) 521-1900 C.A.L.B.O. Certified Fax (530) 899-3253 CONTRACTING 2485 Notre Dame Blyd. Ste. 370 PMB 147 Chico, CA 95928 Americans With DisabilityAct Title 24 California Building Code ForAccessibility Specific Site Design For Compliance Forensic Expert B - General Building Contractor ILII C - 61 -1321 Lic.# 725153 C.-.51 JOE P. CARD C.A.L.B.O. (530) 521-1900 .A.L.B.O. Certified cell i Fax (530) 899-3253 i May 08 06 01:21p Isakson & Associates '925-937-7926 p.2 May 8', 2006 To who it may concern; tf I, Gregory I Wolfe. Hereby authorize Joe Card to, of JPC Construction, receive on my behalf, all deeds, plans, official records, and other related public records pertaining to 3032 Louis Avenue, Oroville, CA 95966, of which I am the owner of record. Sincerely; Gregory J. Wolfe �1 J �AEA'DING REQUESTED BY Mid Valley Tide & Escrow Company AND WHEN RECORDED MAIL TO: Gregory I. Woke and Ramona J. Wolfe 3032 Louis Avenue Orm,ille, CA 95966 2006-0019994 Recorded I REC FEE it.B8 Ufficial yRecords I TAX - 603.9@ C Butteof 1 GIRM J. SUBS I County Clerk-Recorderl I I LY 89-18M 28-flpr-20116 I Page 1 of 2 Above This Line for Recorder's Use Only A.P.N.: 027-270-025-000 File No.: 0403-2268575 (MM) GRANT DEED The Undersigned Grantor(s) Declare(s): DOCUMENTARY TRANSFER TAX $603.90; QTY TRANSFER TAX $0.00; SURVEY MONUMENT FEE; X computed on the consideration or full value of property conveyed, OR computed on the consideration or full valueless value of liens and/or encumbrances remaining at lime of sale, X unincorporated area; ( ] City of, and FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Gary L. Fairbanks and Brenda T. Fairbanks, husband and wife as joint tenants JOY hereby GRANTS to Gregory 3. Wolfe and Ramona /Wolfe, husband and wife as joint tenants the -ollowing described property in the unincorporated area of , County of Butte, State of California: LOT 1, IN BLOCK 127, AS SHOWN ON THAT CERTAIN MAP ENTITLED, -SUBDIVISION NO.3 OF THE PALERMO CITRUS TRACT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON 3ANUARY 2,1889. Dated: 4 X Gary L. ranW' o� X / I V I J,, -L 2 �A, JA Brenda T. Fairbanks Mad Tan Statements To: SAME AS ABOVE .A.P 027-270-025-000 Grant Deed - continued File No.:0403-2268575 (MM) Date: 04/07/2006 STATE OF T;M*4.1_ )SS COUNTY OF tS On 2,-60(, , before me, Lu ntna:.. k _ 1� zKertte Notary Public, personally appeared _ G 4 r!.. L. Fn b.,..t< 5 T. V*n-it-ba►s sonally 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. Wll-NESS my hand and official seal. Signature My Commission Expires: 1- la, - ay L 1) (SCYNTHIA R. DEBORDE Notary Public, date of Texas My Comm. Exp. 02-12-2010 Thls area for ofl lal notarla/seal Notary Name: E.?LnVAe- Notary Phone: R 0 3- St. - '/ O %-1- Notary Registration Number: County of Principal Place of Business: 6s_r,!!,Y gait Page 2 of 2 3643-79B,P,E,M PERMIT NO. PERMIT EXPIRES Richard Suthe land OWNER CONTR. T.M.L., Inc., Oroville • LOCATION (A.P. 27-27-25 SIS Louis Ave app 3/10 mi.W.of Montana Ave Palermo e-ol- L Temp. Power Pole Called PG&E _ Temp. Elec., Serv. alledPG&E Temp. Gas Serv. Called PG&E i JOB / ✓ FINALED _ (Date F< j} } (Signature) COUNTY OF BUTTE — DEPARTMENT OF-ALIBLIG WORKS BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBING Setback L Forms Firewall L S+. Parapets f2 Soil Pipin a Aldo 1st Floor fv Main Bldg. OR Restroom Finish 2nd Floor A Footings Windows 3rd FI QX Stemwall Siding T To out ws Slab — Roof Sheath n Water PIinA— Piers Roofing Sewer Garage Fdn. Ven — Fixtures —.S — Footin s Stemwall Garage Vents D Insulation I DS— Water Htr. Heaters Slab ✓ Carport Footings Slab Q Prov. for ph slcalt�, handica ed Conformance of ex. structure Final — Appliances Gas Pip ng & Test Temp. Gas Sanitation Patio FIREPLACY y FinalCAV- Footings Footing_ LECTRICAL Masonry Walls Throat g4p Rou h Reinf. Steel Final :U—,S —CAQ Fixtures Bond Bea FIRE SPRINKLERS Motors "-- Framin Stucco 7,Sr Test Final Water Htr. Subpanels Mesh MECHANICAL Grd. Fault Prot. -3 = Scratch % © Z % Heating — 6— Service Brown Cooling 1-4— fTV Temp. Pole Finish -- — Ducts Underground Interior Lath Ventilation — Permanent Door Closer Z Final — Final =— MOBILEHOMEUTILITIES ---------------- Elec. Service Elec. Pedestal Water Piping Sewer Gas Piping MOBILEHOME INSTALLATION - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS- ��lZ/T 9 � � �r�CP� /�%�T •/�Q' AJ6) form each time you visit the job site.) eW-A LJ \j k � c� t lCSD 6 0 RES IDENT IAL ENERGY CONSERVATION STANDARDS a CONSTRUCTION COMPLIANCE CERTIFICATE THIS IS TO CERTIFY THAT ENERGY CONSERVATION REQUIREMENTS HAVE BEEN INSTALLED IN'CONFORMANCE .WITH CURRENT ENERGY CONSERVATION REGULATIONS AT .S <' o u . S` A u A P� 3/ie ,� • rcL� s T A D.ce 7�.u�a (location) BUILDING PERMIT' NO.3 & 13 `77,6 P E.%'i1 A P. NO, 17 THE FOLLOWING HAVE BEEN INSTALLED AS PER APPROVED PLANS: (Check each item or write N/A if not applicable) INSULATION: Slab Edge. AlIA - ✓ _ Fdn. Walls Floors 'Walls Ceiling/Roo Ducts Circulating Pipes APPROVED HEATE]k APPROVED WTR.HTR. k GLAZ ING : . Single,Glazed _ Special (Insulated) CERT. & LABELED WDS. & SLIDING DRS. WEATHERSTRIPPED DRS. BACK DAMPERED FANS ' - INTERMITTENT IGNITION D;VICES Q, CERT. APPLIANCES I DECLARE THAT ALL REQUIRED ITEMS AS NOTED ABOVE HAVE BEEN INSTALLED IN ACCORDANCE WITH THE ENERGY CONSERVATION REQUIREMENTS AND AGREE TO THE COMPLETENESS OF THIS CERTIFICATE AS SUBMITTED./ Insulation Applicator Name IlAw i p q arms yLA 7'.©/L/ Signature of (please print) Insulation Applicator State Contractors --� License No. General Contractor/Owner Name /, /%%. L . V G , (please int) Signature of General Contractor/Owner 0 Date/ Z -�S�' 7% State Contractors License No. 33&/Q2 THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION AND SHALL BE POSTED IN A CONSPICUOUS LOCATION WITHIN THE DWELLING. TML ;{ Per mit# INSULATION CERTIFICATION Lewis Ave. Number and Street City County Subdivlslon Lot Number DESCRIPTION OF INSTALLATION ROOF Material Brand Name Thickness (inches) Thermal Resistance IR Value) EXTERIOR WALL Material-FiberA1ass---- - - ..e --T --' �Brarid`Name � C-ertainted' Thickness (inches) 3,;, Thermal Resistance (R Value) 11 CEILING Batt or Blanket Type Brand Name Thickness (inches) Thermal Resistance (R Value) _ Loose Fal Type- Fiberglass Brand Name Certainteed Minimum Thickness (inches) 11tt Number of bags 40 Weight per bag Ib Area Covered (ft 2) 2320 Thermal Resistance (R Value) 24 FLOOR,ELEVATED Material Fiberglass Brand Name Certainteed Thickness (inches) 611 Thermal Resistance (R Value) 19 FLOOR,SLAB Material Brand Name Thickness (inches) Thermal Resistance (R Value) Width (inches) FOUNDATION WALL Material Brand Name Thickness (inches) Thermal Resistance (R Value) _ HEATING SYSTEM Gas Furnace Make Model Description _ .. Rated Bonnet Capacity DECLARATION I hereby certify that the above insulation was installed in the building at the above location ir. conformance with the current regulations setting Energy Conservation Standards for new residential buildings (located in Title 24 of the California Administrative Code). eneral Contractor (Builder) License rJumber Signature and Title Date Hawkins Insulation CD.. Inc.. 378407 Sub -Contractor (In lathon Applicator) License Number _ e Pres, 10-19-79 Signature and Title Dale CERTIFICATE REVIEWED BY Date BIN -029 (Building Inspection Off ice) �, MECHANICAL Check List ❑ Permit ❑ Underfloor Sta e ❑ Underfloor Supply Plenum: (1) One-story. (2) Clearances. (3) Combustible material. (4) Insulation and vapor barrier. (5) Access. (6) Catch receptacles and registers. (7) Fire -stopping. (8) Boots. (9) Supply ducts. (10) Gas lines and plumbing cleanouts. ❑ Ducts: (1) Size. (2) Materials. (3) Support. (4) Fittings. (5).Wrapping. (6) Insulation. (7) Clearances - ground, crawlspace, cleanouts, plumbing, etc. ❑ Combustion Air: .(1) Size. ❑ Refrigerant Piping: (1) Material. (2) Support. (3) Fittings. (4) Insulation. ❑ Framing Stage ❑ Heating: (1) Approved appliances. (2) Accessibility., (3) Clearances. (4) Combustion air. ,Vent and Connector: (1) Approved. (2) Size.*(3) Clearances. (4) Cap.. (5) Termination. Q Ducts: (1) Materials. (2) Size. (3) Support. (4) Fittings. (5) Insulation. (6) Fire Damper. Refrigerant Piping: (1) Material. (2) Support. (3) Fittings. (4) Insulation. (5) Condensate drain. ❑ Final ❑ Heating: (1) Accessibility. (2) Combustion air. (3) Safety controls. (4) Electrical connection. (5) Fuel shut-off. ❑ Cooling: (1) Accessibility. (2).Support. (3) Controls. (4) Pressure relief valves. (5) Class 2 refrigerant. 5/79 P L U M B I N G Check List ❑ Permit ❑ Underfloor Stade ❑ D.W.V.: (1) Sizing. (2) Materials. (3) Fittings. (4) Grade & Support. (5) Cleanouts & Accessibility. (6) Clearances. (7) Rough -in Locations. ❑* (8) Wrapping. (9) Test - including "Ts". (10) Additional test not required.* 1 ❑ Water: (1) Sizing. (2) Materials. (3) Support. (4) Test. (5) Wrapping. • ❑,; -(6) Dissimilar metals. (7) Service regulator installed or not required.* ❑ Gas: (1) Sizing. (2) Materials. (3) Support. (4) Log Lighter. (5) Wrapping. ❑ Fram' Stage (Top Out D,.W.V. (1) Size. (2) Vent Area & Termination. (3) Materials. (4) Fittings. (5) Grade & Support. (6) Cleanouts. (7) Traps. (8) Nail Protection. (9) Plumbing Access. (10) Toilet Clearances. (11) Shower size. (12) Shower Pan Test. (13) Vents - turns, horiz., runs, loop, wet, etc. ❑^ (14) Additional 2nd floor test not required.* Water: (1) Pipe Test. (2) Mixer Valves: (3).Support. '(4) Roof drains. ❑ Gas: (1) Size. (2) Materials. (3) PR Valve Drain. ❑ Water Heater: (1) Vent. (2.).Location. (3).PR Valve Drain. ❑ Final �—D.W.V.: (1) Connected to sewer system. (2) Special systems. ❑ Water: (1) Water Source. (2) Shut-off. (3) Anti -siphon Valves. Gas: (I)'Test. (2) Connectors. ❑ Water Heater: (1) Location.(2) Accessibil-ity...(3) Clearances. (4) Stability. (5) 18" Garage Floor. (6) Mechanical protection. (7) Combustion Air. (8) Draft Diverter. (9) Vent Connector. (10) Vent. (11) Shutroff.and connector: (12) PR Valve & Drain. ❑ Fixtures: (1) Approved. (2) Stability. (3) Clearances. (4),Trapped. (5) Connections. (6) Cross -connections. (7) Dishwasher Air Gap. 5/79 COUNTY OF BUTTE =- ;01EPARTMENT OF PUBLIC WORKS ' 7 County'Center Drive — Oroville, California 95965 ' Telephone: 534-4541 APPLICATION AND PERMIT authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X Date " 7 Signature of Permitee or Agent Receipt No. / �Z ` —7 3 White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR,;F PUBLIC WORKS By Date 6" Z Building permit expires Date d'��O BUILDING OwnerSQ. FT. OCC. BUILDING ATION "i (3 Mailing Address ! Telephone No. —� C6✓• •Q� Contractor _Z,004 C, • Mailing Address 7p i'm^ 114;8 Fireplace Q o 06 r Total Valuation �vt Ls( Telephone No. —8SQ� Permit Fee Building Address5 cs 5 Plan Checking Fee&/or Penalty Permit Fee o V•; _ c?n% PLUMBING No. @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 , �� Repair drainage or vent piping 1.50 A. P. No. 7 — a _ 06 oning Ian Ing Water piping 1.50 Each gas water heater or vent 1.50 F s Sgoon Fire Dept. Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 EQA Parking Plans Parcel Declaration Parcel ap 60' R/W Improvements Each additional outlet .30 Building sewer 5.00 Bldg. Plans Recd ParcA roval Plans Approval Lawn sprinkler system 2.00 NEW ADDITION ❑ UTILITIES ❑ OTHER ❑ permit Fee $ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service 600V OR LESS 100 AMP OR LESS 5.00 Single Family Duplex ❑ Mobil Home ❑ Others ❑ Main service EA. ADD'L 100 AMP 2.50 Main service OVER soovR LESS 100 AJOUR 25.00 Main service EA. AD.D'L 100 AMP 1.00 NEW CCUP. 4� 20sgft OR CONST. ( A 57,7 CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name st le of: %r L . In. Zi _2:�r�„, of NEW CONSTR T NON.RESID BRRAANCNCHH CCIRRCUITS/ 12.50eja NEW CON SR T . POWER APPARATUS & NON-RESID. SINGLE OUTLET CIR, EX. OCcuP{OUTLETS OR FIXTIIRES 1 B250 AL@1 EOFIXED APPLNS. OR x. CCU 2.00 p•(OUTLETS (RESID.) EA) Temporary service 10.00 Mobile Home Facilities 15.00 q License No. -33 -ito ! Classification Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ j WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. rV I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. ❑I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 PC Heating d lY! �� L , Co ling Qj pes y'; Ventilation Hood 2.00 60 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby Land Development Fee Is TOTAL PERMIT FEE $ 2 ✓ authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X Date " 7 Signature of Permitee or Agent Receipt No. / �Z ` —7 3 White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR,;F PUBLIC WORKS By Date 6" Z Building permit expires Date d'��O c. RESIDENTIAL,, PLAN _CHECKING GUIDE (g.F., DUPLEX, & MISC. ONLY) r� Bldg. Permit # OWNER //�� J!uc. �� A.P. # •47 7 A. GENERAL _,4! Zoning requirements.(sideyards and parking). Valuation. J �3/ Signature by R.C.E. -or Architect (if required). B. PLOT PLAN 1 �! Complete parcel size and dimensions. x Setbackp, sideyards, easements, etc. Other buildings or structures. Grading, fills, drainage. C. FLOOR PLAN Complete to scale plan with dimensions. Required windows for light and ventilation (Sec. 1405). Required windows for second exit (Sec. 1404). ��✓ Allowable glazing for energy requirements (20% max. per.State law). Human impact glass (Sec. 5406). Required room sizes, ceiling,heights (Sec. 1407). G.F.C.I.'s in baths and exterior outlets (Sec. 210-8). Light fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Locations.of water heater, heating & cooling equipment, other electrical or gas )R<equipment, and plumbing fixtures. Carage firewall, door size, and closer (Sec. 503(d)(4)). 1 - 3'0" exterior exit door (Sec. 3303d). Fireplace location._ Smoke detectors (Sec. 1413). D. STRUCTURAL DETAILS Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Fireplace construction details and calcs if over one-story in height. Sufficient data and details to satisfy energy insulation requirements (State law). E. MISCELLANEOUS ITEMS TO LOOK OUT.FOR e CCX plywood on exposed locations and overhangs. i Stairway details (Sec. 3305). may' Guardrail details (Sec, 1716). ` Brick or stone veneer (Chapter 30). Exterior plaster - weep screeds (Sec. 4706 & 4708). Proper roof pitch for roof covering (Chapter 32). ,7! Rafter ties or bearing ridge beam. �. Garage door or porch header sizes. Adequate bracing. Living area over garage - complete 1 -hour separation required including supporting walls and posts, etc. Two (2) exits on three-story dwellings (Sec. 3302). 1 r " _ .• tOUNJY OF BUTTE — -7DEPARTMENT OF PUBLIC 1,NOR0i 7 County Center Drive — Oroville•, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. r X I i �. 1sJ _ C4' 154 -00" Date C� _ Signature of Permiteeor Agent Receipt No. /V036)r % 0 White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR 0 P%BLIC WORKS By t J Date a S 7 Brj ding permit expires Date P�" Z %'? BUILDING Owner �r . � �� %.'+ � � i 1f ;� t i-i•"-�+i SQ. FT. OCC. BUILDING VALUATION Mai I i ng Address Tele h ne No. Contractor Mailing Address Fireplace Total Valuation Telephone No. Permit Fee Building* Address 51!.-, C O (f JS A I%E lJ U6 Plan Checking Fee &/or Penalty Permit Fee 1 !"-/t [ t L� • G. /- �`L'4rr �'!'� Ol%/-N PLUMBING No. @ FEE X111 C PERMIT FILING FEE $3.00 Each Trap 1.50 �) 1`�''lt C r ivf(,• Repair drainage or vent piping 1.50 �� R r� �ry A. P. No. 7 -^' tr •,% Zoning & Planning Water piping 1.50 Each gas water heater or vent 1.50 Fgee WyC. Sankationd FireDept. FireZone Use Permit Gas piping system 1 - 5 outlets 1.50 EQA Parking Plans I Parcel Declaration Parcel Map 60' R/W Improvements Each additional outlet .30 Building sewer 5-00 Bldg.`P'lan�'d Parcel Approval Plans Approval Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER Permit Fee $ $ � '• l`%C,rt1C /c:. t. ��i� 1061 -'Ch . ELECTRICAL No.1 @ FEE t� F-L;AWe'. 111JL) rt/rpo,; : Q C0J 5/ !N �.UU PERMIT FILING FEE $3.000V OR L Main service 100 AMP ORSLESS 5.00 Single Family ❑ Duplex ❑ Mobil Home ❑ Others 0 Main service EA. ADD'L 100 AMP 2.50, tj Main service OVER 100 25.00 100 AMP OR LESS Main service EA. ADD'L 100 AMP 1.00 NEW CONST. DWELLING OCCUP, Y) 22sgft OR ADDNS. ACC. BLDGS. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: NEW CONSTR MULTI.OUTL T NON-RESID BRANCH CIRCUITS) 2.50ea NEW CONSTR POWER APPARATUS9 NON.RESI D. SINGLE OUTLET CIR, 254 Ex. OCCUD(OUTLETS OR FIXTIIPES BAL 1 � FIXED APLNS Ex. Occup.(OUTLETSP(RES(D)REA) 2.000 Temporary service 10.00 /0,0 O Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 gOram exempt from the Contractors License Laws of the State of California. Permit Fee $ a6, 513 $ o� U SCi MECHANICAL N0.1 @ FEE WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. a,Ircertify 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 Workmen's Compensation Laws of California. PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby Land Development Fee $ TOTAL PERMIT FEE $ o�Ci 5D authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. r X I i �. 1sJ _ C4' 154 -00" Date C� _ Signature of Permiteeor Agent Receipt No. /V036)r % 0 White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR 0 P%BLIC WORKS By t J Date a S 7 Brj ding permit expires Date P�" Z %'? A -70 1 *,Vlk �� 1 ro /,5 ?/' r'7 COUNTY OF BUTTE—DEPAATMENT OF PUBLIC WORK r 7 County, Center Drive - Oroville, California 95965 //, Telephone: 534-4541 uzp��? -i APPLICATION AND PERMIT Vam exempt from the Contractors License Laws of the State of California. WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. 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 Workmen's Compensation Laws of California. I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X Date q' 27 - Signature of Permitee or Agent Receipt No. 193WO White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant Permit Fee $ MECHANICAL No.1 @ PERMIT FILING FEE $3.00 Heating Cooli Vent Iation Hood 1 2.00 Permit Fee $ $ Land Development Fee $ TOTAL PERMIT FEE $ oi0 PI-0- This aThis permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF BLIC WORKS ey Date -7 B�Ildinlg permit expires Date ���� �7 BUILDING OwnerUrNER-C,4Al� RjC/4-A2D S SO. FT. OCC. BUILDING VALUATION Mai l ing Address 6 3 3 I -I AJ 1-4) l/D, 3 Contractor Mailing Address Fireplace Total Valuation Telephone No. Permit Fee Building Address S 5 LOU/S hVE,-iU& 14pp Plan Checking Fee&/or Penalty Permit Fee 3//0 /4/L 15 W or . M0A)77i-NA PLUMBING No. @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 P#tze4tfp Repair drainage or vent piping 1.50 A. P. No. 2 / .- �7 2Water Zoning 8 Planning piping 1.50 Each gas water heater or vent 1.50 F W:G( Se�r Fire Dept. FireZone Use Permit Gas piping system 1 - 5 outlets 1.50 EQA Parking Plans Parcel Declaration Parcel Map 60' R/W Improvements Each additional outlet .30 Building sewer 5.00 Bldg. a"PT ns�d Parcel ARpr.val Plans Approval Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER ea-_ Permit Fee $ P,04)J R-, P01,E F'be 101006e ELECTRICAL No. @ FEE povio N ID Favez AJ6VJ 5/Ai !' PERMIT FILING FEE $3.00 e00 Main service i°o°o VAMP ORSLESS 5.00 e0O �I' Single Family ❑ Duplex ❑ Mobil Home ❑ Others 1�T Main service EA. ADD'L 100 AMP 2.50 Z Main service OVER 100 AMPP OR LESS O 25.00 Main service EA. ADD'L 100 AMP 1.00 NEW CONST. ( OR ADDNS. ACCLLING BLOGSCCUP. Y) 20sgft CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: NON.RESTLET NEW RESCOND, BRANCH CIRCU ID (MULTI BRANCH CIRCUITS) 2.50ea NEW CONSTR (POWER APPARATUS.a, NON-RESID, SINGLE OUTLET CIR, Ex. OCCUP(OUTLETS OR FIXTIIRES g L 1@ FIXED APPLNS. OR Ex. Occup -(OUTLETS (RESID,) EAY 2.00 Temporary service 10.00 ®c0 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 Vam exempt from the Contractors License Laws of the State of California. WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. 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 Workmen's Compensation Laws of California. I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X Date q' 27 - Signature of Permitee or Agent Receipt No. 193WO White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant Permit Fee $ MECHANICAL No.1 @ PERMIT FILING FEE $3.00 Heating Cooli Vent Iation Hood 1 2.00 Permit Fee $ $ Land Development Fee $ TOTAL PERMIT FEE $ oi0 PI-0- This aThis permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF BLIC WORKS ey Date -7 B�Ildinlg permit expires Date ���� �7 PERMIT APPLATION WORK SHEET � �+ Permit No. OWNER /5'Gi�/+eh J _ �c/T/�E,Q Lin/%) A.P. No. a7-a7--'19- Zoning 7-a7-a9- Zoning Use Proposed Approved Not approved Permit fee based upon: 1. Complete contract price. 2. Partial contract price (explain). 3. DPW Valuation (show): At time of permit.application, the applicant was advised the following data or information must be submitted prior to permit processing and/or issuance: Date received 1. All items have been submitted. -------------------------- 2. Plot plans in duplicate/triplicate. -------- 7------------ 3. Complete plans in duplicate/triplicate. ----------------- .4.. Complete engineered plans and calcs. -------------------- 5. Fees of $ -------------------- 6: Letter of signature authorization. ---------------------- 7. Sanitation approval. ------------------------------------ 8. Planning approval for -- 9. Workmen's Compensation Insurance Certificate - ----------- 10. Contractors license information. ------------------------ 11. Parcel declaration, recorded copy., ---------------------- 12. Access declaration. ------------------------------------- 13. Aunt Minnie information. -------------------------------- 14. Deed of access, recorded copy. -------------------------- 15. Deed of parcel creation, recorded copy. ---------------- 16. Parcel map, recording data. ------- - --n--------- r e _ 17. Pre -inspection request for -Aevm- fated 07; �cyPw&-p 18 Improvements - plans required & DPW approval. ---- ------- 9. th r ------ - By Date /'-P-7-73' Bldg. Inspector 'During plan checking process, the following data or information must be submitted prior to permit issuance: 1. Index permit for items above and in addition the following: 2. Applicant advised by Telephone Mail Other 3. Plans checked by Date 4. Plans approved by Date When permit is issued, process as follows: 1. Mail to owner. 2. Mail to contractor. 3. Deliver with inspectioij. l/ 4. Telephone $33 - q-/3 Y and hold for pickup @ p 23 office. 5. Other Before permit issuance, all of the following items must be signed or marked NA: 1. Zoning use 2. Legal parcel 3. Envir.Health - Date Plans Sent A. Sanitation B. Restaurant C. Other 4. Public Works - Date N-dticeSent A. Street Imp. B. Drainage C. Permits & Fees D. Other 5. Planning A. Use Permit B. Variance C. Other 6. Other Agencies - Date Plans Sent A. Fire Dept. B. Other STRUCTURAL DESIGN CARPORT ADDITION RICHARD AND LYNN SUTHERLAND 3032 LOUIS AVENUE OROVILLE, CA 95965 GOVERNING CODE - 1994 UBC V;IND 75 MPH EXPOSURE `C' SEISMIC ZONE 3 CONCRETE - 2000 PSI REBAR - 94 - GRADE 60 LUMBER - 2x, 3x, 4x - DF #2 6x - DF # 1 GLU LAM BM - 24F - V4 DF/DF 97034 Q�Of ESS/0 c`s w 4 7 rv�s Lp-f L4 F OF CA 13702 J SHEETS. FILLER S SOUARE ,2-301 "MEETS EYE -EASE* 5 SQUARE ®�Nd(IOnel ®Bend <2 89 SHEETS ARE EYE -EASE° 5 SQUARE 42-392 I�. �IECYCLED WHITE 5SQUARE, 42-399 iA ' HECYCLED WHITE 5 SQUARE Moao nus. w V� 13-70'2 .SHEE fS. FILLER 5SOUARE -12381 .BEETS EYE -EASE^ 5 SQUARE Neflonal 09fand .2.399 R ! 2-3112 IEETS EYE -EASE' 5 SQUARE 123992 l:CYCIEO WHITE 5 SQUARE -12399-CYCL[D wHI TE 5SQUARE r' V �. Com- c+� P�� �� 1 V—A-- .O 1 (41 C-1' _ O U � N Ud v o N N C, X, V'l J 13-782 SHEETS. FILLER 5 SOURE 42-381 ,1EETS EYE -EASE• 5 SQUARE ®Or®Nefl00B1 Q9Bldlld 5 SQUARE j2. 89 20 BEETS EYE -EASE' S SOU RE 42-392 W .CYCLED WHITE 5 SQUARE 42399 -:CYCLED WHITE 5 SQUARE Mem n u S . V � J All s VA c- CI� U� cn " -01 J 13-782 (SHEETS. FILLER 5 SOUARE n2.381 .HEETS EYE -EASE' 5SQUARE ®�0®Na1lonal ®Blend 42-382 1 NEETS EYE-EASEe 5 SQUARE .12.389 ' SHEETS EYE -EASE- 5 SQUARE 12.392 It :I:CYCLED WHITE 5SQUARE J2-399 1" .(:CYCLED WHITE 5 SQUARE , wnu.s G V'b r G X N 64 i V -5� s J � c W N GQ UN N u - G V'b r G X N 64 i OaA -3 a, I �Y, 970'4 I 1 (0-3- a Z 0 7) gm t� 7/7 . a RESIDENTIAL 027-27-0-025 93-2201 I SUTHERLAND, RICHARD & LYNN CONTR: SUNCLOUD CONST 3032 LOUIS AVE, OROVILLE CONV 2 DECKS TO SOLARIUM f Y; 'A JOB FINALED (Da Signature' V= OK O=Not OK lk NotReadyeble MOBILE HOMES Date/Initials 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-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Teat -Wrap: / /" L" ft. / /"Nat. or/ /" L' ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date/Initials MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements i 2. Footings; Size -Spacing -Marriage Line' 3.. Gas; MH Test -Demand -Valve -Connector. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector .7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy MISCELLANEOUS Date/Initial DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posta-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Caroorts: Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date/Initials 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, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosu res -Pane lboards- Ins. to Mein in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test V=OK O = Not OK -=Not Applicable RESIDENTIAL (Single & bup`ex) = Not Ready Date/Initials UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ P' Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth .5. Stemwalls, Mein; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6s. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Teat 12. Electric; Underground 13. Plenums & Ducts; Clearance -Material -Support -Ina. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date/Initials PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nasi Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date/initials ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Meth. Fastners-Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No 30. Service -Riser Conductors & Ground -Mein Disconnect 31. Equip. Clearances Panels -Motors -Meth. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector Date/Initials MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date/Initials FRAMING (Plans) OK except #'s 39. Sils, Proper Material & Anchors 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 41. Bearing Wells over Girders & Floor Nailing 42. Draft Stop in Wells (ret proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing Date/Initials FRAMING (Continued) 45. Hangers -Post Ceps -Anchors -Connectors 46. Cing. Joist-Rftr. ties -Pu rlin-roof Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ina. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53k Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection -Skylights -Plastic 58. ear Wells; Nailing -Bolts -'W Insulation -Walls -Ceilings 60. Infiltration -Walls- indows Date/Initials FINAL (Plans) OK except #'a 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes & Labels 67. Stairs & Rails 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. 70. Kit.Fixt. & Appliance; Grnd: Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door, Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor -Mach. Protection 75. Plb., Elec. & Mach. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door-Drainagge & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 81. Stucco; Brown -Finish 82. A.C. Unit; Disconnect, Electrical, Plumbing 83. Vents Above Roof; Pibg.-Appliance-Fireplace.-Clearance to Openings 84. Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation Throughout House 87. Glass Protection 88. Corrections from Previous Inspections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates Comments at Final: t COUNTY OF BUTTE - DEPARTMF`NT OF PUBLIC WORKS PERMIT N 7 County Center Drive - Oro ville, California 95965 - Telephone: 916.'538-7541 ` APPLICATION AND PERMJT ASSESSOR PARCEL NUMBER 027-270-025 ZONING A-5 BUILDING PERMIT OWNER Richard & Lynn Sutherland TELEPHONE 533-4134 SQ. FT. OCC. BUILDING VALUATION 624 C to Solarium 25 584.00 OWNER'S MAILING ADDRESS 3032 Louis Rd., Oorville 95965 CONTRACTOR'S NAME Sun Cloud Construction TELEPHONE 378-2386 CONTRACTOR'S MAILING ADDRESS 3705 Meadowvievj#100 Redding 96002 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation 1 $ 25 584.00 LENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee $ 21p6.50 ARCHITECT OR ENGINEER Ro er H tenen LICENSE NO. Plan Checking Fee $ 108.25 Ener Plan Checking 9Y g Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Reno NV Penalty $ BUILDING ADDRESS Permit fee $ 339.75 PLUMBING PERMIT Filing Fee 15.00 v 1 e Each Trap 1 5.00 Solar or heat pump water heater 1 20.00 LOT NO. 25 SUBDIVISION NAME Palermo Citrus Tract No. 3 PARCEL MAP 27 Water piping 1 7.00 Each pas water heater or vent 7.00 USE OF STRUCTURE SF [2 Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK New a Addition i_] Remodel �! Utilities ❑ Installation❑ Other ❑ Describe work:_ Enclose (2) Existing Covered Decks _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service ?OOA OR LESS 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check One): 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full f ce and effect. License No. �✓V X5_ Classification � ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 200A TO 1000A) NEW CONST. OR ADDNS. l ( DWELLING OCCUPM ACC. BLDGS. _37.50 3.54 sq.ft. NEW CONSTR MULTI -OUTLET '40 -R ESID BRANCH CIRCUITS) @ 5,00 POWER APPARATUS .&) SINGLE OUTLET CIR. Ex. OCCUp�OUTLETS OR FIXTURES 20 75cl EX. Occup. OUT ETS PIRESID.IREA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. �Virin g '15.00 Permit Fee $ — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling g Hood 6.50 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue a g a!;,,ii noos aid ty in conseque ce of a anting of this permit. X ( Date 7— 9 Signature of Applicant — rOw ❑ Contractor, Agent �� �� An OSHA permit is required For excovations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ oc k coN �TT PE TOTAL FEE $ 339.75 HAz 11 FEES IMP FL ogo cOF PARCEL PD Ho Issu This permit is hereby issued under the sions of the Butte County Code and/or work qind'ab ve for which f OR P C By PE MES Date applicable provi- resolutions to do shave been paid. RKS r �_ p 143573 PC $123.25/////�j0Zq -�/� Recei t No. WHITE-O.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT {�.-.�,-_-•.c-�7•vn..•-,.r�ti'',-�+r'L-..--,;.nrtr-i....»Y-/ti'-•,,,.,.n,,,•c_{,,:r,�,.,,..tyr„�e••-,..�,...a�«-t'•':..w��f.R'�„�•,:Y,•,'K-trw•/��`•,,�.r.-.,.; . ,.,. .. 1 'fCOUNTYOFBUTTE -DEPARTMENT OFDEOPMENTSERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNP�95965 -TELEPHONE (916) 538-7541Ae � v } r y. PERMIT APPLICATION DATA SHEET OWNER \ t id A. P. N Or,. Proposed Building Use 44 t Building Inspector Date At time of permit application, I was advised the following data, must be submitted prior to permit processing and/or issuance: I DATE RECEIVED BY 1. All items have been submitted . ...................................... . Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3_ Complete" plans, 3/4 sets, signed by preparer of plans . ...................... 3 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans. .......... . 5. Hazardous Material Form. ....... ............................ . 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome dat and anufacturer's installation instructions, 2 sets. . 10. Fees of $ � �....................................... %�� 11. Impact fees as shown on attached schedule. .......................... . 12. California Department of Forestry plan approval/fees...................... . 13. Flood elevation letter (100 year flood) by California Engineer . ................. . 14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. ......... . 19. Driveway permit (construction approval required prior to occupancy)....P ;4 �au eat Pre -inspection for required. . to Build n9 Inspector (Date) 1. Contractor's license information. (No., Name Style, Classification) . .............. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner _)............ 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization. . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ........................................ . 28. Mobilehome utility clearance . .......................................... ...................... 29. Documentation of legal access . ..................... 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ............................. `....................... . 33. .34. M ou issue the permit, rocess as follows: Mail to owner. Mail to contractor. Telephone & - and hold for pickup at rn office. Deliver with inspector. Other Parcel Creation Acreage, Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuan e: (Circ)n item not checked above). 1. Index permit for above items No. f, k a-;ZV2X2.v 2. Additional items required: " Contractor esigner, owner, was advised of above required data by. one _ mail Counter b� ate % Z Con ractor, designer, owner, was advised of above required data by _ phone _ mail Count r b _ Date Plans checked by Date Plans approved by ,� Date -23- Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works ■■■■■■����� !s ��.".•"' ME tr': ,' NII' I' ■■■■■■■■■ MENOMINEE PRIM ■■fl■ ■■■■■■■■ ■■■■■MME :!■■■ ■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■sa ■■■■■■N■■►��■■■■■■■■■■■■■■■ ■MM■MMM■M■ MEM■MEMEME M■! mEEEm■ MENW WRW■ M■ME■E■■ MMMMMM■M ■■■■■■■■E■rNi■�M■ MEMO ■■■■ ■■■■PURii►.MSMMME' ■■■■■M:��M!iiii�i`ir■ ■■■■■■■EE■■E■ 1a ■ ■ MEM■ME■ ME■■■E MOMM■OM■■■OMEN■`■■■■■■■■MMEMEN El1m�!'!�R�!mmummmEn OEM ■■��■■■■■■ , �.. M■■■■E■EEE -=mm ' ��4iM■■■■■E■M■ NONE MEN ■EE ■ MEM■MEM■M M■ ME MEEM■M■■MMMM■■ME ■■■■■■■■■■ME NONE MEM■MENGWROM■■ . P . V V O V ■■EEE■■■■E MMM■M■■ .. -7-J-93 ■■■■ MEN M■■EMMEMEMEEEEEE ■ IAAM ■■■ l� b IIA A to TV I I ( I N012Tfi VWXY SOJ AD M48 � iU L UI2 BEASON8 JOB: pJ / BY: DATE: 7• s 93 I� CHANWEL - I_.WINDOW.SILL I „ _ 1 4 x 1 A"' GALV. 5TEEl- STRAP I W.ITH.(5)412 5NEET MET. 5C R'EWS. i +I,vo on DEcl� � �j)' OTHe�S COUNTY OF Own BUILDING DEPT CO2NEF, D-2/ 2rr Gc _93/8r �— — �;Z'HV-ET MEXAL 5 REWs D .KICK PANFILUTt N TY 92- .3UILDING DEPARTMENT. Eg-ONT C' W Ep x RARR , (Oi/ E® (*LATERAL SUPPORT DETAIL /VOA S�l /iL%�LNg78 fv�, F�fP 1=7J ED. /�Sj GoivNEC�'lhni REFE�L 7a S//G;srT z cp S Fn/es 33 a S7� L� PR oL) 13/ZAC,L AT EAC R CURniErt AT FRUA./T U F SLl// !ZC/U n� HYYTINEN ENGINEERING 3400 Kauai Court, No. 108 Reno, Nevodo 89509 (702) 826-3019 DATE: SCALL SHEET 9/ A35 EACH - JOIST 2x CONT. F DF #2 OF "-'4S ALUMINUM BASE PIECE DIA, x 4" LAG SCREW AT ) FLOOR JOISTS. PRE -DRILL AG SCREWS.. OR 3/4"- PLYWOOD"" THING TYP. .T 16" O.C. . I .I. MAX. OVERHANG CAN BE J I A35F AT 2'-8" O.C. TYP. ELIMINATED. NOTES: 1. MIN. FRAMING REQUIREMENTS . ARE SHOWN. .2. FLOOR FRAMING DESIGN BY OTHERS CONNECTION TO. -DECK. FR A.MZNG V co 0 N v 0 OVIL®IN%V Ut:r^KTMMI PROAP-PR®V6.® DATE: SCALC FOUR SEASONS SOLARIUMS 1" i' -o" SERIES 230 & 330 "UNITS SHEET %Z ��. HYYTINEN ENGINEERING 3400 Kauai Court Suite #108 RENO, NEVADA 89509 Phone (702) 826-3019 Fax (702) 826-3076 SHEET CALCULATED BY -/C kf CHECKED BY M.._ _._._�_..__�.......__ _..J.3.h.....F...........Co...:......r�u....0 is ...._.__.�._..._.. ' _......« ......... ............ i._ ... __... !! ; I !... _, ..._........ .......... ....... ....:.. .......................c�...» ...... ....... ..».!._._ -...._.......I........... ! i ! s......._. ... _.. .. .......! i f.... ; ! . : .. _..__...._.».»_.__t......_ .. !! ............. ... ...... .:........... I ! I I I .........._. ,...__...... I :.......... ;........... i.- . I_: 2 i U i I F....._....i ....__ : .... ..... . _..... ..... M. __ .....__ _.�... _.»I...._ _.. _.._....I .._.. ..... _........ ..... ..... ._.. ..» ' ....C... I ; !I ....I_.. j.l/ _. _.._.;1...... ....... .j?�4'..a...;r.... _._ ......... _l ............ ......... _.!... ......... ............. ............. !....... ._... ......... -_I...... ..... ... .... ... ............... ............'.. i............. i ..........j...._ I..._......�._........� I � _ __� ....._�....._.._. I I ! ! ! r...........,._..........,..._»._...:»_........._........I......._...... , i ; ........... o_ ... iCb' l I I l , '•L. »_f_.tnl......f_........ii_......._..{......_....;_..__..._I......._...J.«....__..:.... . ..... «� i ......... I.... _....... J ............. i... ...»...i......._ � _ . � I I !!...... ...}...._.._._j._.__......_.......:._ �� I ! j ._i .. .._ I ! i....» i I f I! I i i t + ! i !.............. j._»....._._..i_....__?.._...... 3 y...._ ... _I I . 1 ...... ..... I I ..................... ..... __.. j ' I I I .. _... ;........... j............. .i.......... . I............:.........l.........._I i i Ij .........._. I BJTTE........... U.N. ..;.._.._..._. .. _ _.__._. —.... ..._...�...... i !(��I I ! � I I I I ! ._..._._.._.i.......... ,....._...... ; .._ ' _.. _ ..» .._......_i.__..._...1.._........:.».__ ..» ......_ .....�_. .... i i ! I i i I I ! »..i ._ ....1.._ . ..........:.__...._........._.. .. .....,... I r_«. _. _.;._..... __I..._._._ �. ! i ! I ! .! 1 1 1 1 �� I .._..»......._'._..... _.............. ' i. OF DATE e_3�,sZ DATE COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office mediately. 1 Date Inspecto REV 10/92 72.98-79B PERMIT NO. Y PERMIT EXPIRES OWNER Richard Sutherland CONTR. T. M. L., Tnc., Ornvilla 27-27-25 LOCATION (A.P. ) S/S Louis Ave., app.3/10 mi.W.of Montana Ave., Palermo ,9 t 4 4 { Temp. Power Pole Called PG&E Temp. Elea Serv. 7 Called PG&E Temp. Gas Serv. Called PG&E JOB FINALED (Date) (Signature) melnt. steel COUNTY OF BUTTE — DEPARTMENT - .:; 9F PUBLIC WORKS. ` BUILDING INSPECTION RECORD Fixtures BUILDING BUILDING ont'd) PLUMBING Setback — Firewall Sol[ Piping Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor StemwalI Sidino To out Slab Roof Sheathing Water Piping Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Stemwal I Garage Vents Insulation Water Htr. Heaters Slab Carport p Footings Prov. for ph sically handica ed Conformance of ex. structure Appliances Gas Piping & Te Temp. Gas Slab Final Sanitation Patio FIREPLACE Final Footings ✓ Footing ELECTRICAL melnt. steel Final Fixtures Bond Beam • FIR INKLERS Motors Framing Test Water Htr. Stucco Final Subpanels Mesh MEC NICAL Grd. Fault Prot. Scratch Heatina Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final MOBILEHOME UTILITIE Elec. Service Elec. Pedestal Water Piping Sewer Gas Piping OBILEHOME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE • REMARKS OR CORRECTIONS (NOTE: An entry must be made on this form each time you visit the job site.) COUNTY OF BUTTE - DEPAR`f MENT OF PUBLIC WORKS 7 Courityenter Driveroville, California 95965 Telephone: 5344541 APPLICATION AND PERMIT authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection urposes. X Datel I � �^ Signature of Permitee or Agent Receipt No. -Qfa White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR.OIF PUBLIC WORKS BYof I� Date �y�v —%l^ ding permit expires Date BUILDING Le Owner G'v SO. FT. OCC. BUILDING VALUATION Mai I i ng Address Telephone No. Contractor �� G Mailing Address �o� 61e Fireplace Total Valuation elephone No. ei cs-o r Permit Fee Z .ap Building Address �• a i26 an Checking Fee or Penalty �'O Permit Fee — U PLUMBING No. @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 Repair drainage or vent piping 1.50 A. P. No. --%7 5 Zoning & Planning Water piping 1.50 Each gas water heater or vent 1.50 � Fps NF. tion Fi eDept. Fire Zone Use Permit Gas piping system 1 -5 outlets 1.50 EGA Parking Parcel Plans Declaration I Parcel Map 60' R/W I Improvements Each additional outlet .30 B ilding sewer 5.00 � Bldg. s Rec'd am Parcel A rovol Plans Ap a Lawn sprinkler system 2.00 NEW ❑ ADDITION 5a UTILITIES ❑ OTHER ❑ permit Fee $ $ �� - ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service 600V OR LESS 100 AMP OR LESS 5•�� Single Family IS Duplex ❑ Mobil Home ❑ Others ❑ Main service EA. ADD'L 100 AMP 2.50 Main service OVER 100 25.00 100 AMP OR LESS , Main service/ EA. ADD'L 100 AMP 1.00 OR ADDNSNEW T DWEACCLBLDGS.CCUP. Y) 22sgft CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style Y le of: • • r.L- /y NEW MULTI.OUTLET) NEW D. ( BRANCH CIRCUITS2.50ea CREW OSII CONST NEW CONSTR (POWER APPARATUS d NON.RESI D. SINGLE OUTLET CIR. Ex. OCCUD(OUTLETS OR FIXT11RES) 50@25t BAL@1 x. U FIXED APP LNS. OR EOCC p•(OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. r-1 I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No.1 @ FEEPERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby Land Development Fee $ TOTAL PERMIT FEE $ authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection urposes. X Datel I � �^ Signature of Permitee or Agent Receipt No. -Qfa White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR.OIF PUBLIC WORKS BYof I� Date �y�v —%l^ ding permit expires Date 0 1 PERMIT NO. .._. e s PERMIT EXPIRES----L5� OWNER HeHARD is CONTR. ASSESSOR PARCEL 27-27-25 LOCATION 3032 Louis Ave, PAlermo 1 J is 1 �a it ff}', i� Temp. Poorer Polo i' j Callod PG&E Tamp. Eloe. Service # Called -PG&E ' i Tamp. Goo Service _ Called PG&E JOC FINALEO IJ Signaluro — a a Not APtlicablo • u Not Ready MOBIIEHOMES MISCELLANEOUS Date MOBILEHOIM11 UTILITIf7f1 (Plane) OK eucept #'a [);to DeCKS. COVERS, CARPORTS, ETC. (Plant) OK except a'e 1. Zoning Requirements-Setbacks-Essoments 1, Zoning Roquirements-9olbacke-Easemenis 2, Soils; Speclol MH Suppol-&ketch 2. Footings: Slzo-Dapih-Spacing-Connocta_a_ _--- 3. Sewer; location -Teat -Fell C/O-Conerote 3 Docks: Girders and/or Joiste-Dacking-Broeing-Stairs-Rails 4, Water; Location -Teel -Easement Needed (Sketch) 4. Wood Awn.: Posta-Beams-Rflrs.-Connec.-Shthg.-Rlg,-Bracing -' S. Elactriclty: location-Clearonceo-Grnd.-/ / Amp-Concroto 9. Alum. Awn,; Columns -Connections -Splice -Decal -Enclosures 9. Gas; Lacellon-T-I-Wrap:/ /%"IL/ P'Nat.or/ /"l"tt./ /"LPG 6, Corports; Windows -Doors 7, 61111ty Clearance 7, Elec. -- Card -BI Date Cord -BI Data 1 Card -81 Data Card -81 Date Card -81 Date Card -81 Date Card -81 Date Card -81 Date Date IMOBILEHOME INSTALLATION (Plane) OK except O's Data POO (Plena) OK except /'s 1, Zoning Requirements -Setbacks -Easements Se cks-Easements 2. Footings: Slee-Spacing-tlarrtags Lino , So11e; Compact i on-Struc lure Stability 9. Gas; MH Test-Demand-Valve-Coftnector ool Structure: S onnecllons-Thi oss-De Men -Lining. ♦. Electricity: MH T®st-Crossovae-Smites-Clearances E ec.; Receptacles and Lighting; Diatencaa-GFI S. Drain; MH Test -Fell -Flax Contactor glee,: Pool lighting; 48-v"-GFI 0. Water; MH Teat-Rapuletor-Conr+ectot ,Wc.: Enclosures; Conduit Entries -Terminals -listed g. 7. (Nater and Sevrer Connocted-C/0 to Grade -HO Approval Elec.; Sending; Metol w/S'-Clrculaling Equipment -Heater 8, Gas and Electricity Tagged S. Elec.; GrouEquip.-Circulatb#Z-t)' .-Pool L htg, 9. Exits; Inap,-Skelch B nclo"-Pawl s - Ina. g in in Conduit 10, Cori. of Occupamy 9. Health Oepartwent Approval — ,jA�- Plumb; Cir, Test -mater Supply Test Card 8-1 Date Card -81 Date Card-BICDale Card -81 Date Card 8-1 Date Card -61 Date Card -B1 80 Date(,4q,$-7 Card -81 Oate v . - ' Ntfle.0 • Not Re.Wy RESIDENTIAL (Single and Duplex � D.110 UNDERFLOOR Clan! OK oxce tf`a Onto FRAYING ConlrnuM - _ -1. Zoning requuenwnts-_Setbacks-Essements aa. Properly Line_ Farewell Upettl s - -- -ag. __ J -2. Fig.. Main; Soria-Steel-Elec. G_md.- Fla. Depth _ 3. Flp., Garspe Soils-SINI- / /" it - Size Boxes & No. of Conductors - Stapled -23. _& E►t. Doors -One 3 ClMitk Gar -- --- _ -•- • _ _ Agri -3rd sIW 2 ants _ ....._ __ __ Q• depth --- _50. -- _ y, Stags, width-Nea_droom_glse_p�n_�andl -- __ s Fig. Porches & decks; Setts -Steel- / /^ -- --.-_--- _ _ __ __ Ftp. Depth -- ---52. 51. - "- - -' - •--�q_Fire Protection Plywood on Roel Uvenwng_ Atllc Vents -Rafter _ 5. Stemwalls, Main; Sgsl-Bloc_kouts_-Wrapped-Slab ---- -- -- Insulated Neutral Yes ,No _ 28. Outriggers Siding-Nailing-VoMa . 6. Slem_w_alls,_Gara o; Sheol-Blockouts-Wr - --- - _._�-�..___--_ ripped -Slab - -- 53. - Stucco aNsh-_Drip Screed -Fan. Vents-Underflr. 7. _Piers-F_ueplac_o Ft Steel -` - -fl .__. Date Card -81 - r bale 5a. -' --- --Access Glazing Area -Glass Protection -Skylights D._W.V.: Fall-Filtings-76s_t-2 way C/O -Sewer Test --`- --- --_Gas -- 55. -Plastic Shear Walls; Nail�np_Bolts 9 Plpa; Sae Ize-Anch_ --- - -- 10. Water Pipe_Test- Anchors- Regulates-Servico Test .111. Fur 5iop, Finned Cpiliny.--$I.in, _(•n.i.r•�:- Tilt, . _._.. 11. Elecurc; Underground '-- --" d;, 12. Plenums & Duets; Clearance -Material -Su Pport-Ina: ... . - _.--_ - - ^- -------- _ - 13. Girders -Sous -Anchor Bolts -Joists -Vents -Cripples Card -61 1 urpl. a, r 1 n•� w 1 ,p,• A 1 hie -F nrpt tie 1 lu n.n Date - Cud BI -- Card•BI Oeste Date Card -81 Oeste - Date Cud -81 Date Card -81 Date Card -BI Date i Date Card -BI Date Date FINAL Plans OK excelpt e's PLUMBING (Permit) OK except u's - 14. Water Ht.: Vent -Access -Combustion Air f 15.. Water Pipe; Test & Anchors -Nail Protection 15. O.W.V_.: Test-Fiings & Anchors -Nall Protection 17. Shower Pan: Test, First Floor -Tub Access I.S. Test Tub & S_hower. 2nd Flop -Tub Access 19. Gas Pipe: Site d Anchors Card:81 Date -Card-el 'Date Card -81 Date Card -BI Date 1. Date ELECTRICAL (Perrrat) OK except It ' - 20. Fixture & Trinslormer Clearance-lnf. Proleciion• 21. Elec. Receptacles SPocing-Ll hts & Switches at 6 Ws 22. Size Boxes & No. of Conductors - Stapled -23. Romex Instilled Close to Edge of Studs & C.J. 24 Equip. Ground made up a,'Uoch. Fasteners -Bond Gas & Water 25. 2 Appliance Circuits in Kitchen & Cuctor Size 26. Subleea nue Size : / ga. CU -0-f A_ondI-A.C. Wire Size / / ga. 27. Range Circ. / / ga. Gu or AI -Own Circ. / / ga. Cu or Al. C.vd•DI Insulated Neutral Yes ,No _ 28. Service -Riser Conductors & Ground -pain Disconnect 29. Equip.Cleat Panels -Motors -Meth. Epuip. 30. Clothes Closet Light -Shower Light ---`'�_-- Card B-1 Date Card -81 - r bale Gard 0-1Date Card -81 Date - - 56. Est. Steps -app & Sidt 57. Smoke Detector 56. Fumace; Vents -Clears In Garage; Above Floo 52. Bedroom Exiting W. G.F.I. & Bath Fixtures 61. E1et. Trim & Subpanel; 62. Stairs & Rails ti3. FerOlHacs or Stow: Cleorances-Nearth 64. Elec. Outlets at Wood Panel: Int. & Est. 65. Kit. Fixt. &.Appliance: Grnd.-Air Gap -Cooking Clearance 66. Elec. Outlets a Receptacles al Kit. Counter _ 67. Garage Fire Door: Swing- Latdina-Closer 68. A.C. Duct in Garage-Oamper.r 69. Wd. Mtr.: Vint s-Clea+snce-Comb. Air-Connector-P.R.V.- In Garage; Above Flop -Meth. Protection 70. Plb.. Etec. & Meeh. Equip. Listed for Location 71. Elec. Receptacles in Garage: (G.F.t.)-Romex Protec. 72. Insulation -Foam -Looked in Attic V Yes 73. Guard Rants & Deck Construction -Post Caps 74. Fan. vents & Crawl 4019 Goo. -Drainage & Wood -Earth Clearance Cu Or A I Looked under Floor Eyes 7 75. Following instid.: Drive L Yes [ No: Walks [ Yes F. No: -- 76. Stucco: Brown -Finish 77. A.C. Unit, Disconnect-Ctrnces-8rltr. & Cond. Size -115V Outlet - -18. Vents Above Root. Plbg.-Appliam*-Firepl.-Clearance to Opngs. __- 79. Water Well. Disconnect, Electrical, Plumbing --- 80. Eiteraor Elec Trim• G F 1 14 teI -Linde round Date MECHANICAL (Pern.n) OK except it's - _ 31. A.C. Ducts Insulation & Support Gas Test_IWters Tagged: Gas -Electric 32. Vent Fan. Exhaust above Insulation -_ 33. Conccnsate Oiain & Overflow. Sizes& Grade .._.__... 34• F'i'nace-Vans Access -Comb. Air -Return Air Vent-li5Voutlet _ 15• Attic Access & Platform it Fu,naeu in Attic •_. C.vd•DI Daly Cald-BI Oa1C Cal a•D1 D.ur• CarA•BI Date 0.11%• FRAMINGI('t.u,sl OK euepl ar's Jt,. Sills. 1'ruper M.111"ri.0 & Anchois 37. IY.itl. Stud!:_Nmhng. Sparm•1 A Ua.icmg-1'Lnes-`.:nuntl j 311. Itr uinq ii.itl. nvrl (ludvf':; d Flom Na,lini; lu• (hdll Slop res, Walls (1.11 piuul) .111. Fur 5iop, Finned Cpiliny.--$I.in, _(•n.i.r•�:- Tilt, . .11 rh•.uh•r & Ne.un Sire F t3r.uinq d;, li.upp•,.•I'o•.t 1„qai--Ani hot•. (•unnrt Lug �Li. t: hot, .Lu•.l •niti. lir.. 1'nr lin •- ileal H•.u.-•1.u•. •. ihlhnil.-Il!u,t. •11. 1 urpl. a, r 1 n•� w 1 ,p,• A 1 hie -F nrpt tie 1 lu n.n d•;. All,, A, ,,'•••, a. ,• A it nal.•• ('i alit li.�n• lhdll Slup-tri•.. tl,illle. dd. 11 hot, ii u..p..�:• i.. ( •ilui.J lii'u.-1111 lids. A l�imrn�il:,,5 Cmmn•rn!< .,t Fin.il 81. Ventilation throughout House _ 82. Glass Protection - _ - --_ 63. Correct tons from Previous inspections -&a Gas Test_IWters Tagged: Gas -Electric e5. WaIT" & Sewer Connected -C/O to Grade -ND Approval -_ Be. Energy Complioncc Ceniticate-Other Certificates coria -DI -- Dax - C.trd•81 - Dato _-- _ __ Card•131 Dino _Card 81 __Date _ Care -Bi Cate' Card -RI Date Cmmn•rn!< .,t Fin.il TO Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location -Z--?--Z-7 --Lv--" AP# Plan Approved for: Sewage Disposal Water Supply Hold final for: \ Water Supply Final clearance O.K. for: Water Supply Clearance for _._ bedroom mobile home. Other NOTE * * * Sanitari n Date t.� .. r•..,. v,.rp{, :I K�f `• -�-•• a. .z .. .�+,. .r -..T i�I':i..v .hr .F y' COUNTY OF BUTTE - DEPARTMENT -OF. PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE-'; 046VILLE,,8ALIhF�'NNh-A 95965 -'TELEPHONE: 916/534-4.541 PERMIT APPLICATION DATA SHEET Permit No. OWNERC!'IGii. � �i6u-G`� A. P. No. �7 aZ Proposed Building Use `�/lQf�� Building Inspector Date a7 At time of permit application, I was advised the following data must be submitted prior to permit processing andJor � issuance: DATE RECEIVED APPROVED 1. All items have been submitted. . . . . . . . . . . . 2. Plot plans in duplicate./triplicate, signed by preparer of plans. . 3. Complete plans in duplicate./triplicate, signed by preparer of plans. 4. Complete engineered plans and calcs, with wet signature on plans. 5. Plans with Energy Design Compliance Statement. . . . . . 6. CUSD "Fees Paid" Stamp on Floor Plan . . . . . . . . 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ . • . . . . , , , , "119. Letter of signature authorization. ., ., 10. Sanitation approval from (����. Health Dept. 11. Planning approval for (A) Use: - (B) Parking: . 12. Certificate of Workmen's Compensation Insurance. . . . 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner❑, Mail to owner ❑ ), _15. Improvements may be required. . . . . . . . . . . . 16. Mobilehome Installation Data. . . . . . . . . . Pre-Inspec.request to 17. Pre -Inspection for Required. Building Inspector 18. Recorded copy of Agricultural Acknowledgment Statement. 19. Driveway Permit. 20. Plot plan approval from city of 21. 22. (Date) n When you issue the permit, process as follows: Mail to owner, Mail to contractor. v3 51io3y� Telephone � and hold for pickup �C�o�fQ�e, Deliver w/inspector,. Other. ' Applicant AJi;LZJ IZU �e Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone---naiI—counter by date Contractor, designer, owner, was advised of above required data by—phone —ma II—counter by date Plans checked by Copy—DPW Date Plans approved by Sets of plans on hold in File cabinet AP folder — Flours: 10:00 a.m. - 3:00 p.m. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California,95e65 - Telephone: 916/538-7541 P APPLICATION AND PERMIT Civ ASSESSOR PARCEL NUMBER -0 - ZONI G � BUILDING PERMIT OWNE TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING AD RESS D �s9�6 CONTRACT R'S N AM f TELEPHONE CONTRACTOR'S MAILIN ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ �C/�,� T OR 1^�vVECEN GIy.EER , v/'i4EER''S LICENSE NO. Plan Checking Fee ,$ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 /n Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTU5� SF ❑ Duplex❑ Mobilehome❑ Other �4. SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W O.00ea TYPE OF WORK New N Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work:Ylly S/� �/U�„� Permit Fee $ 152V Contractor _Z:5 ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMS P ORLESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check -one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.8d , A 2/zQsgft NEW CONSTR. ULTBI.OUTLET NON-RESID BRANCH CIRCUITS) 2.50 ea �• POWER APPARATUS tr SINGLE OUTLET CIR. i Ex. Occu 20e50C Occup(OUTLETS OR FIXTURES eAL®30 FIXED PR Ex. Occup. OUTLETS (RESID,)EA.1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance ora Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue agains said County i con eque ce of the granting of this permit. X �,� Date 4—'Zg- g7 Signature of Applicant — Owner [�& Contractor ❑ Agent ❑ An OSHA permit is required For excavations over 5'0” deep and demolition or construct- ion of structures 3 stories in height. Mobile Home installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ / occu P. CONST.TYPEJ I N PARCEL l PD HD 39UE This permit is hereby issued under sions of the Butte County. Code and/or work•. d1cated above for which IR CTOIi OF PUBLIC By -L--r PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS 47 Date—�!�y [! (over Receipt No. d' 3 WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - Department of Public Works v 7 County Center Drive, Oroville, CA 95965 Phone: 916-538=7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit. will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) e5 2. I (have/have not) bav-P signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed - construction: Name noJeTh Coy 1& cfiH .Address O W City OrOVIZ1,2Gq 10A, Phone 33— &4o Contractors License No. 4R23gJ 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name 1',Q ni r Address City Phone Contractors License No. 5. I will provide some of the work.but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work t Signed; Property Owner Social Security Number Date 4.2 L NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are perms, mitted to issue the permit. Environmental Health 4 1,717 7 CZ Oroville, Ca RESIDENTIAL 027-270-025 PERMIT#97-1722 • SUTHERLAND, Richard 3032 Louis Ave.,,Proville PERMIT N Cont: Connelly's-Prof. ,Services f 1 Add Carport & Reroof/SF PERMIT EXrenca OWNER CONTR. r" ASSESSOR PARCEL LOCATION r� Y .Temp. Power Pole 1 r Called PG&E -Temp. Elec. Service it Called PG&E Temp. Gas Service Called PG&E ,s JOB FINALI ?� Signatu V=OK O = Not OK " = Not t Applicable NoReady HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Sewer, Location-Teat-Fao-C/O-Concrete 4. Water, Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / AJL / /Nat or/ /L°tL/ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements- Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test-Demartd-Vahe�Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy 12. Permanent Foundation Only: License Decal Date Card B-1 Data Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DE R PORTS, GARAGES (Plans) OK except #'s / 1. ZtNtl tF equirements�Setbe�Sements /J s; Soils-Sine-OeptttSpacing Connectors -Steel 3. Decks; Girders and/or Joists-Decking-BradngStairs=Rafts 4. Awn:; Posts-Beame-Rftrs.-Connectors Shthg.-'ft.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures' 6. Carports; Windows -Doors 7. Electric 8. sStuds-Rftrs-Trusses mg; Nailing -Veneer -Stucco -Mesh t Shthg-Roofing 11. Ext; Steps -Doors -Landings 12. Bracfip Wall.Panels d Date - Card B-1 Date Card B-1 Date4�48-1 Date Card B-1 Date L lams ce t #'s . .1. Setbacks -E is 2. Soils; Compaction -Structure Stability 3. Pool.Structure; Steel -Connections -Thickness . Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance -GR' 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip.+teater 8. Elec.; Grounding; Equip. w/8 Circulating Equip. -Pod Lghtg. Boxes-Enclosures-Panelboards-Ms. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir.'Test-Water Supply Test 11. Llght Niche Date Card B-1 Date Card B-1 uate Card B-1 Date 'Cana B-1 ✓ = OK O = Not 04i - = Not Applicable = Not Rea&y Date & UNDERFLOOR (Plans) OK except #'s 1. ZoningSetbacks-Easments-FloodSlope 2. Ftg., Main; Soils-Elec. Gmd. / P Ftg. Depth 3. Ftg. Garage; Soils-Steel-Elec. Gmd/ / Ftg. Depth RESIDENTIAL (Single & Duplex) Date 4. Ftg. Porches & Decks; SoilsSteel-/ /` Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 48. 6a. Hold Downs and Special Anchors 49. 7. Slab, Steel -Wrapped 50. 8. Piers -Fireplace Ftg.-Steel 51, 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits 12. Electric Underground Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 13. Pienums & Ducts; Clearance -Material -Support -Ins. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Siding -Nailing Veneer 15. Access & Ventilation Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access 16. Insulation Glazing Area -Glass Protection -Skylights -Plastic 59. Date Card B-1 Date Card B-1 Date 61. Card B-1 Date Card B-1 Date 62. PLUMBING (Permit) OK except #s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection Card B-1 Date Card B-1 19. D.W.V.; Test Fittings & Anchor -Nail Protection Card B-1 Date Card B-1 20. Shower Pan; Test, First Floor -Tub Access FINAL (Plans) OK except #'s 21. Test Tub & Shower, Second Floor -Tub Access Ext Steps -Door & Sidelight Protection -Landings 22. Gas Pipe; Sixe & Anchors Smoke Detector 65. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Elec. Trim & Subpanel, Breaker Sizes & Labels 23. Fixture & Transformer Clearance -Ins. Protection Stairs & Rails 24. Elec. Receptacles Spacing -Lights & Switches at Doors Fireplace or Stove, Clearance -Hearth 25. Size Boxes & No. of Conductors Stapled 71. 26. Romex Installed Close to Edge of Studs & C.J. 72. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 73. 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 74. 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 75. 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral 0 Yes 0 No 76. 31. Service -Riser Conductors & Ground -Main Disconect 77. 32. Equip. Clearances Panels -Motors -Meth. Epuip. 78. 33. Clothes Closet Light -Shower Light -Spa Light 79. Insulation -Foam -Looked in Attic 34. Smoke Detector Guard rails & Deck Construction -Post Caps 81. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s A.C. Unit Disconnect, Electrical -Plumbing 35. A.C. Ducts Insulation & Support Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 36. Vent Fan, Exhaust above insulation Water Well, Disconnect, Electrical, Plumbing 37. Condensate Drain & Overflow, Size & Grade Exterior Elec. Trim, G.F.I. Receptacle -Underground 38. Fumance-Vent Access -Comb. Air -Return Air Vent 115 outlet Ventilation Throught House 39. Attic Access & Platform if Furnace in Attic Glass Protection 90. Corrections from Previous Inspections 91. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound Card B-1 Date Card B-1 42. Bearing Walls over Girders & Floor Nailing Card B-1 Date Card B-1 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs Comments at Final: 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-roff Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt & Dimensions 51, Garage Fire Protection Framing 52, Property Line Firewall & Openings 53. Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior / Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor -Meth. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 82. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: E.H. USE ONLY Plot Plan Attached Floor Plan Attached— Sent to B.D.C--13—/B / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location ' AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other /71 �Y Hold final for: Final clearance OX NOTE: nviron 8/96 for: tal Health Specialist Date -6u COUNTY OF BUTTE- DEPARTMENT OF DEVEL PN ENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 9�-7 _ PERMITNO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 027-270-025 ZONING a5 BUILDING PERMIT OWNER RICHARD SUTHERLAND TELEPHONE \\ SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 3032 LOUIS AVE. OROVILLE CA 95965 \, 442 C 5,746. 45 @60 2,700. CONTRACTOR'S NAME CONNELY'S PROF. SERVICES TELEPHONE ' 534-3350 CONTRACTOR'S MAILING ADDRESS 5490 DEBBIE AVE. OROVILLE CA 95966 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ R AAA ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ 108.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 70.20 BUILDING ADDRESS 3032 LOUIS AVE. OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE S 198.20 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF EXXDuplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition EXXRemodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: CARPORT & REROOF W/COMP SF Gas piping stem 1 - 5 outlets 15.001 Building sewer 15.00 Mobile Home IS I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service ioonoRLEss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is ' fu force a� effect. ©/ �I–� 3 J License Class v % LIC. NO. OWNER -BUILDER DECLARATIONEx. 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLINGOCCUP. OR ADDNS. ( L a ACC. OCS. SO 3.5¢FT: NEW CONST. MULTI -OUTLET NON-RESID. C c, 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. OUTLET OR FIXTURES Occup.BAL 20 Q 1.00 Q .50 Ex. Occup. ouTELETs ES,o.) E g 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the _n performance of the work for which this permit is issued. lam( 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compaQtio4n�in ance,Gacrier and policy be: Carrier JJ �._�z MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith omply with those provisions. f 7 X _ , __ Date _�� [ ! _ Signature of Applicant - ❑Owner Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep' and demolition or construction of structures over 3 stories in height. ! Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 198.20 HAZ. ,E,. D. FEES IMP FLOOD COF p`CEL PD HD SU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By D e PERMIT EXPIRES ON I VDate Receipt No. 224254 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ?C''r!'1"'. ;.ri..-Pfl7'''\:.. • .rr .Y -.` R s 6T; COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION V `.7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET ✓� \ OWNER: f' I c� C1 t GnJ ASSESSOR PARCEL NUMBER: 9,S—, Proposed Building Use: e = Building Inspector: CM Date: At time of permit application, I as adv' ed the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted ------------------- ----------=-------------------------------------------------------- ❑2. Plot plans, 3/4 sets, signed by the preparer of plans-- ------------------------------------------------------------ ❑ 3 . Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ❑ ngineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- G. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ G 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form.------------------------------------------------------------------------------------------ ❑9. Manufactured Home'data and installation instructions including Tie Down Specifications ------------------- 0 10. Fees of $------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule.---------------------------------------------------------. ❑ 12. California Department of Forestry plan approval/fees. -------------------------------------------------- ❑ 13 elevation certificate. -------------------- ------------------------------------------------------------ anitation and plot plan approval Oo I/" Health Department. ------------------------------------ ❑ 15. City of Chico plumbing permit. ---------------------------------------------------------------------------- f ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: -------------- _____ '❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------- 13.19. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- 020. Pre -inspection for required. Request to Building Inspector on ❑21': Contractor's license information. (Number, Name Style, Classification). ------------------------------ El 22. Workers' Compensation carrier and policy number. ------------------------------------- 023. dwrier-Builder Verification (Given to owner ❑, Mailed to owner El) - ---------------- 024. Letter of signature authorization. ----------------------------------------------------------- El 2 5. ---------------------------------------------------------.❑25. Recorded copy of Agricultural Acknowledgment Statement. -----------------=-------- ❑26. Letter of intent on building use. ------------------------------------------------------------- ❑27. Manufactured Home utility clearance.------------------------------------------------------ E128. ----------------------------------------------------.❑28. Existing violations and/or expired permits. ------------------------------------------------ 029. 11433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 1130. Other: /b' Y7 (Date) r When you issue the Permit, process as follows ❑ Mail to owner, 05,ail to cogt}actor. YITelephone and hold for pickup at /D 1/; o E3Deliver with inspector. 3 ' H' Applicant: Date: Copy of Haz-Mat form sent ealth Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ th r: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. items required: ontr, , esigner, owner, was advised of the above required data by' phone, ❑ mail,. EFBuilkng Division counter, b ate: ontractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: " Date: Plans approved by: Date: Sets of plans on hold in ❑ 'Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. 917 � Vii_.--.—.,wf.'-i-�--- a. -,_ t �._. ♦ T'^tel .a@rw�t✓�'•�f.yu y".6tiN✓,—.uM+ COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chlb6,Cb - (916).891-2751 3 7 County Center Drive, Oroville, CA - (916) 538-7541 y CORRECTION NOTICE 97 -1722 -- OWNER :' PERMIT NO. c . A routine inspection indicates that the following violations of Butte County Ordinances exist at { the above address and should be corrected. Please notify this office when correction of work :,� • is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. ltis`- a. aj F.t P.' b= Date 1 D 57 Inspector -e // LS, REV 10/92 USE PERMIT BUTTE COUNTY BOARD OF SUPERVISORS SEP 3 0 1998 DATE: (Certified Mail Rec.) P 98-25 PERMIT NO. 027-270-025 ASSESSOR'S PARCEL NO. Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special conditions set forth below: Gary L. Fairbanks is hereby granted a Use Permit in accordance with application filed on May 27, 1997 for a Use Permit for a personal hobby dog kennel for up to 12 adult dogs in an A-5 zone. Failure to comply with the conditions specified herein as the basis for approval of application and issuance of Permit, constitutes cause for the revocation of said permit in accordance with the procedures set forth in the Butte County Zoning Ordinance, including Butte County Code Sec. 24-45.65. 2. Unless otherwise provided for in a special condition to this Use Permit, all conditions must be completed prior to, or concurrently with, the establishment of the granted use. The use granted by this permit must be established within 24 months of the delivery of the countersigned permit to the Permittee. 3. If any use for which a use permit has been granted is not established within two year of the date of receipt of the countersigned permit by the Permittee, the permit shall become null and void and reapplication and a new permit shall be required to establish the use. 4. The terms and conditions of this permit shall run with the land and shall be binding upon and be to the benefit of the heirs, legal representatives, successors, and assigns of the Permittee. 5. Minor changes may be approved administratively by the Directors of Development Services, Environmental Health, or Public Works upon receipt of a substantiated written request by the applicant, or their respective designee, Prior to such approval, verification shall be made by each Department or Division that the modification is consistent with the application, fees paid and environmental determination as conditionally approved. Changes deemed to be major or significant in nature shall require a formal application for amendment. Conditions of Approval: 1. The dog feces shall be collected on a daily basis. The dog feces shall be disposed of in a manner approved by the Butte County Department of Environmental Health. ■ Butte County Department of Development Services ■ Planning Division ■ 2. The kennel operation shall not create a maximum noise level in excess of 55dB at property lines. If noise levels exceed this level for a sustained period of time, noise mitigation measures shall be implemented that may include noise activated sprinkler systems, sound walls, or other methods as recommended by a noise consultant. Any necessary noise mitigation measures shall be installed within one month of being identified as necessary. (MM) A noise analysis study shall be performed, at the owners expense, should noise complaints be received by the County. A deposit, bond, or certificate of deposit for $500.00 to cover the cost of a noise analysis study. shall be posted prior to issuance of the Use Permit. 4. Boarding of dogs shall not be permitted. 5. Prior to the issuance of building permits obtain encroachment permit for all new or existing driveway approaches and construct them to County standards, as specified in County Improvement Standards. - 6. Applicant must also comply with all other applicable State and local statutes, ordinances and regulations. 7. Obtain a Kennel Permit, if required, from the Butte County Animal Control Office. Install and maintain fences adequate to contain the dogs on the property. I hereby declare under penalty of perjury that I have read the foregoing conditions, that they are in fact the conditions which were imposed upon the granting of this use permit, and that I agree to abide fully by said conditions. Dated: 91i pplicant NOTE: Issuance of this Use Permit does not waive requirement of obtaining Building and Health Department permits before starting construction, no it w 've any other requirements. Butte County Board of Supervisors Chairman CC: Land Development Division SEP 2 2 1998 Building Division Health Department - California Department of Forestry Animal Control ■ Butte County Department of Development Services ■ Planning Division ■ 2 APPROVED Development Plan DATE USE PERMIT VARIANCE -- : �� , I PINY 2 7 i:, ,3 P. ADM.PERMIT u\`� MINOR U.Lw / PLANNING ✓ COMP�Wso�s . _ CTO 0 DEVELOPMENT SERVICES ol G3'X75' poi �. 1� N VOW e4Z4- C,C (f0 P September 30, 1998 Gary L. Fairbanks 8424 Coyote Hill Lane Winters, CA 95694 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 C'ERTTFIED MATT. Re: Use Permit, AP 027-270-025 Dear Mr. Fairbanks Enclosed is your validated Use Permit No. UP 98-25 to allow a dog kennel to raise show dogs. Should you have any questions regarding this matter, please contact this office between 8:00 a.m. and 4:00 p.m., Monday through Friday. Sincerely, Thomas A. Parilo Director of Development Services Teri Bridenhagen Office Assistant III Enc. cc: Land Development Division Building Division Environmental Health Department of Forestry j:\temp\up7 W •r • C' 8�^ T _ 3 sr ' r /+ . tQty i ,7 f }, t ,- 4 ! f d' .+": �i, a 'r 7' t .� r r s r. -i r..^ �F a,f .�t �, z ti`s td 3 1 ltd •; 'M•;.. �vr.,�/ ,..f `Y _at as l osS. '•%% , K - vl %t 1< , e 7 y w> 7. .R• � ..j) `tr i'. -, Y r t•..a is - ri:.. > ,'w\.:1.,5':+.i[f '. -. y:l 1 f '� .f ,:,,,�,,;',`. i, t y , w L h` •'{ r' 1 f�.�F.,' y rr5. • rr,.; k .,L ; '•V' <'aT t. + 1 t .t . t, l + i . !, ,V' "i j" +,.� .'N' .. " -_*, ,. �,`.A},.J ' ,� 'f.,.t L v • ':1 11 w •+•,,.:{"T .3T f' �� to J, _.., -+t 4, i ,, {+ ` �'r S'` t' qCA.. Sa ,1:- +;'` Cy -r rS�ti � "t- 1 rtx� s r, r f. I y'.' Y r1�z� 't. . R \L J ..: '' ': `.. _ ., ?ah•. <;`.. [ .,3'•frt .. w i .'!i'r :. {, pk,-I1: ...J'r � •,, ah ''. <tjr'f11_ �; a .� d)' t.'7�+t�,`N'Tv b, .1 ,ayJ� yam#- "4 ,,�ilr.I}'S':.'X'3+yw4`+ � � ..I v r .X fC '* ~• ? f /ir 46 L T. tt,,.. I^,4 '• t rr" t_h^L. [fan ..rp-rl. s+r;: ,ems' ,:. �,c� r,. ..rrt 'ae�7" R. jl- _ rS'S Get fty i `,4,j•r ,. 1r,1 N '.,,., :,[ ,. �'�R . ^ "4 i y it v�+_ •''k e r yJ h Zv,. r: V 't fir t .�-hr't «i,. J�,��.. ¢-, ,t,>., .w 4r t-. .v +';. }.. '"t„. i� f r'i` 'rat :C.^�w[t.� 'v, •+,�, ,�{t i ` �• .l�s'ri"f 'e�~t �"•r t'' 3r: rYx` c. .;$�•i' Ar 5 •.,i, :•3" •rk!t . l!"• .• 4. ,3L • j�� i7(��y{� • "'i• �5�� •+ ii-.'_ ,�. .glA a >:•i , sfv :'�± fit, r:+. J'`' iC, t ^?t,; ', 11 .•- : c�1 r 7t ? t�uS 1 � t f , , f 4 7 k x�,, + w�{ w. 4 �`T3.,. '.,i,1a' SYr...,y J ;.•3;, '1. rj'^t+•. -,a`�, y'-, " >,i `4L "�Z3. +=.t�VJ•O+.r�x s{? .y_ It�Y.-t 1Ys �y } k �+G..r Yli t N' Citi Y"aa�aaC1 "' G^�Q C a.{' i aLJ '�* h} .. ryZ^ tJ[ f 1S r;1} 7 , Y.., !^. i'FL` v • L. f `4 ,.rA\a l+ <.: a..I' 'I N,ti K Z24 ++ 1 h''s;}r.a _ . s . * rt t,!: t +� -�•.' n!+Ttl `�'!•;r yt�?•. §, a t ` Ya .f; 'r; , L+•ft': ,Cy,r ti,V,y�"+e i. r e `'`'1! M1.r,f 5�: a t. ..< _,-, : Y, 1! .{ .i. f... ;!fir+. 3 'Ll+. .t. + L%iY r. i.. .,r ..an+:ice 1r ..,{s, ..11. '.!•'`�':- d,.}� F T i\` ..1'.. Y ., x, .y _ N ` J :,r ,K l' �a fi r Y r r� i . Y w ti 1 J• ( - .. •'•` •�•1■.` a !•,.1}a .•,� ' 4 + G V '. �� M f vim.•: %�+.vr .<1 �'Z;:,wJ.r. t r• _ ,tom, ♦ .J ,a Ia„ a.' Jr`��' .f. , rr' V _Tr. r+i�'..i,,,-lY ny n.,{!�I 11,!-0`4 04 �Lu a ✓yr, t{, v r . P , 3,, L t 1 < Y( {{ . . a, '1 . 4• LI" i r• ` ,.i.� r'•` {'' f_ {' + it • i ` J '.J`. 'L : , Q ,N f;�,,r ,,� .,+y -k r S • fw`; .y.�4. f . a+` 14 .r $ .lei V Y r, n' a s ... Jc_ l t ["k.` -i i y`:i. ^.S+' t a!o•9 < r' Kr (..• w+{, e 4 L r . { w •�r 7. 5 . L r Y tT t.r. ? i r ,, •,x�:,YH r rY ,0 -. .Z" y+.•. Y: [ rt •tw t 'rt ,' ° . { •il r L�:j T�' i, ,rL�:. 441?, ♦rfirii �''"4•`a'y a,,,t.;�,.,aaf:� ,G,'S.a?r.1. e t <t ,-,K " r yI .�": .,,+CCa} I,•'+;4;.7 ,,,.e j .>nW.,., .J�,,K i }`• t r •'_ e`.: °t t a x r ,, a.tix, v �'4 , ". , t r�� t' �':�0'•} '',.!y.. ( -J.'", v-\'�.,n'T r J "�`�,`�A ra'' 7 --js' F iZ;l r.(_ 1• rs LrN-ls F" a., •' :.J+.`r•' - f L.} ,� 'k' `i l �. J ! wr 1 .r ••!i�A t �. , ' t ,5 . i sr +C`id s/a 1ro �S'r $xFCi t�� . T .'t. 4�� ,Y -. t..c r� X�i ,rS�' sNw.c•y '�h'r wf A{ :�,:[[ll((���:rF`'+.(�'-•i: 4 ti,` L,r�'LL•�"..> is ir,�..�»s�: `. 3,.t'F ��fi4 ��r k I. rt.. I. F. • J F.> at .xi"t';:a ` "`S �i �':1 't7 , S]t ✓ . .? �` 3•r'',_.V ,:. ..� , ',< t. w.'t ,t; J•✓t �±.:1.. , r • :'it`t}'4y. +-� }IT'I'�4M w�� .,i ,, + tr 2�� `�i} riC 1 )`, Iv1r^ tUSe > 4 ^ ry r ^} p ;SJ E Y Sy,i?,,,lt',p,t { L ,ti.+. ''"�1 >.i•..}L a..`{;. \f, :attY T h "9, -f . r'ri V I ,S 'at 1. 3[' Yr},.tf t ` i ' ^1 .L T L \ , I a ,i . t+' +. r. u. 1 j ,; ,-, , ,i:�, � ^ : t \.` is a " , I` Y ` Ry.. +,,, rr, ti , '•i • rr i '• i j) Y H a (V < fti- t .I,, ` p' {rC, r '•+ `tom. x : Ltt �•� � .' + a rJ.1O M, -, L i ' I.' 3•Y d r, l'"L J -•,Y L l[ 1 b - •J } ':j,..}� } _, I I ` lad , ,. _, >' < �' \ .J. i t'. 'YID a r. W f t : ::,, t ry - 4 ,r a �; .Z r ,F �r, yt rt..y t: f, :7' ,ri t �j1 .. f Y •:* L F: i. [ c +; , .. .40 l;cvf .ri;.V}.f iit •a- +z..r. yf: it -4 yL J. I a'Ll - I. a. Y,�r S jam_ ,i,, , �' t. v a � �y.'O�'f.,.t � ; l- �r,T� . .. J3 •a Y r `y. ,y,t ,' a `' j#t.t"it ^' , �;zz 1 ti t ar * w _ •R 7 M t•, 'M r� S 1^ 1 -r l.,• J t V a I . j,� r+ 3. + r .. . >fr J t Yi- + ti L i.:•. tlT• _a..•:.,T_._ },.4,...1 •,':Lrr Ar'r, _o .. ... „ •.X:':.•J- ,. .... 1;i .r� �� w_ -" v Y r�. <Y ,ti i, r. ' � an i }L+ t T :1 f) r a. . ><t J.h w. [ i. SAT'{ a��9j ,} .rrJ:... I�..w tl.'t' r♦•+ S O>.J 1, ♦Rti i •Yi'. W,',' ^"'." Vr. '�P'; i r:<: 7. ,{. 6r ..,{ . xr'TD ^ vt ,•, y{! (. 1.. + ;.I' L f '' t .4 h �J ..r .,r z r: „r r Q r r ,.a,. 3 3yt, 1 r ;. i . 3:y �$ v [� ^� o * t 5 S S x, �i. �`� 'lU' qty ? . l •f i/+. ..( .7.,: .,'f ... .7i.t.` R:w< (� Jnr! '�.)V1.. s'+ 'a: `,t",. "'.t;•t+i. • ....;. - , �cti'. .7 i.. r7.- `t: I a �.. ,7S!'S• nkr 1's[`•�ty i:.Y'.;ni . •.r ,Y_ h - r+. _�'-i..'.�ti l" - � e ai;l• ;r ' t� + a y r ' ? { ... d r t} G, t"` lr.: iq fla } y y, . w� .,Y-. ( , � ',e.04 4i h r^�: �:.y a, :,46'`,lF t.. `•�..a i.,t+, •t ko Prh'?. . , ... `J, 14 '. cJ+, ■ t ,s ir' ., .�•.. ,i:•,i •a•, 'L �t�•i,'ct�„ .rh .r.r,q.�+,. •i•I ,g..•R'4 :d s.. , t k� " r 1. .aF ; ^L a 3sl 7 C r, 7?T li Y , `'Xj�+r _..� { � rlr it' k , y, :�+) V% +xf �...sth' ..J.• a i ,�++ ,ftL{�„! //J���JJ/* t��ry� I ,,,` ; >< W^4: Y %h c yr'!``+aY I". .. trq',_< ����{�'C's ' w T � it+,L f „'I?+.� fti,. �{� . .>Y -.: ' r. ,. ''� r a ',Le- `P J J'.J• may, t'?Y "S 5,�• " ..11^7 _ t .. { a '4t• x. rim . t�►Q' �aa ±S K •s, , .t, , A�,l�•t ♦ ' '11' ;9E-� r, r r ;r •I�Lr - (�, ''i t��•^ .tia. -t,yr . ?[:.,s ..+YZ+! ,1� , .:x• ' a`3 ' i, y. 4? ,4 Fry; e h. L{:r.t1:N: .•,/'L !." +' `+. .; yJ'. Ra Y' .a:, i-{`L•aM?' Y'..i •. ,,i +C'y(�t 5.��. -r . 1 . , �, .i. ti , ti,y,. ,} f 't'�.• b •Ny` i..• Y •(. y: •• ;•._ . 7f it�'".v ra Vii+. Yfi •wr(.L'-U ,..,;"",gyp [,Rlye ytY �:<tvd�,s y`}x.� k: Li Y•":6,,, ,:.R.�'+.., � rr,f 1-,�f -:,}- \ e?i. ' .o t4 »l ww�4ws � . ./`_ ,+ {9r warty �S.w' fyS". �tZhcY r. r �(1\�'v� i},s ,. f<h,.. ��t ♦'41, +y,'YSb. aT. Ct_'N•7yti♦�t�}4Kys �'�w� `rvy r•04•.( e i f r: " L }x` v- �''F•rr'v qty• -•�+;. 'c�j��tr'kti`i:,�,f'>.� 'fix ]`,t�c ,.Z��, ~ i' 'yyn 3'„ .� 1.•'�S• t'1+J. , i MMB., ,, �esf'�J".,ai� r>%+"ytg4 �Y'�i l' 'Ti i'5 "t . ,•) ut1 r v .,,+ f. �r '4 u (�I4: Y`''',}'" J 'Cli.+t" l �� ? 'S' y,. '.Jr 'o„ r r, a� jfi�� yeti +{ynyA jf 1Y"?tr- a4,�S Ceki� p�f'l K4a1`'+a v� a• y j.`Y , ,*.vr , t i'! '� fk .T �i•. Y1 ^tf� 1„['�!fw iR 1f:Ti1� :�f�, �",Mt. J � M.''o,:`� YA r' i .-j J;, � .: I ="�' a y> t"'�, .M ril C^y •Y •� 'ky pSLr vv"^Fav,ts-. -- -�1t7;h Yi f:^�1 .a, �� ,r . *L, 1 K� "w Syf�, ,'+ Fi! ,7; ,51 - "�'-(• µ} }Yf !`:>:"`"i`r ,� f.i+'',rr";-Ca,, ., .'+' . t" :.?..+fit :,.qqS�R,��I y (+y F,";, .:.•�a+11..�"' r;•� .w. ) •r.. y. ` i. i�,y yyr"j "S'i'r J } ,"Ia . t?za r. �Ly . r^ L r• T ,. . ` F� ; 'tr .j{j� {. r y�LLyr " Z» Grp ,..,.,.� ry_ .� t' . f Y F -fjt' '' {Ly- ti/JN a% r>�i•�'`i�rjyZ �.r .n ' - t �„ y< s, j r r r r �r r +�- pJ,l,'t'''��"'�':ti:1 .',, r1. '"'T•�Q iE.t"`.i",1 >. v n w ,.. •i( t: a.. ofY 'r+i,'�. r9, �,.,. }��';yj L'•, ,�µ: 1 t . .^ t a ,T 4. LJ - t. s /. "(t •: ri -, °`" 1{ ) +i�``�t, t1 ;, fir'" '•♦ ar a ,.i: ".faF L t..y. .}'r , ;��C1 M1,,,.. �, ��{{j� !',r 't �L•,L �f' •, '•`. a?`.t,i ., ,<� r ••ia ,}'�;, r }�ti;Y Y� •L� ��i'`; ta, 0.? f7 � ri `.wT "'k' w �J' � , t N•s y `t "i 7�+ 1 . , 4 �vL 9 Q •/. }•, ,AY +f a} f '1 1•oCL a<r/'f T, t.T `':. r' �W!', } v- µ. 4. T tQ •C"",,, a +,,.I, u. :S'; r 'a ,.ti + .� .F� - ,z. - 1. t`�ir„,r r:1y ^,r*_94",♦ \!- PZ•'t, rl - tC* A , �1 ry O. 'k r,C ajy <Z �., 1! t) `t,9 t r - ln + S K 'Z 4+ ,Yr, 1, i l J 1 r f• ".,TS�. 4 �t wn i;l �'.r M1 t �r-:f .ca!jr",sYt' l.Sr*.�5. {rs wa,•". L s y i ,.iY•f '1` :r�•i'. , ii^M"Jt. ''if,` '4� � :.r 'ati,•,y'',,,, J „n t ., a f ' r: ,j..41 I J':♦'.. wN.' LN:'+1 •. t(, Y't. a< it ,� S , r _i ,r- ..;• s \, ,t}' Sj,.+i __-r..y., ^Sas ,- ''`;r +("•. ';: 't t .- ..} i :�: , . . • `�t�2b Y F:. 0t^C f. .F L :ra } Y irry ; k ,: >. yr••t�.. 'r, a 3 t .y>. Ft.'..G �+x( f � "; +7'4 .. l• Jit '1, a a' • {,, ., o'�: ,- i , R tiJ . a. •� 4 7 ; -.. , ••. tt r .. ',t ava r , '•t,y r. i P 4 "� -a..r • t �.: t�'1E'.1L' "lam+ �t. '• Tr `� i <i t- r •.� L.rt •'a ?. � I ' r.5,: a ; '.4Y t•' rL'>++• f S a[. 1 I .lS>,. ham. 4 f ' - .. •t1 wl, 1 C.+• f Y,t(- r i n [' r[ a ♦ L:+ C - V ',+v�'a ,,, •r r..+C { +e F �:a:i. r. t !-'t.`�'''r cy.Ir• T: 7 ,y. .'� _ �i ' }t.. r♦- _�axJ i "yt }> b� f'.jti ( ,,I fa r L_ + a,. t.:.l!)O'. tM:1.. Yli ; rti l3■ �', y r•6� i y 1fL {: �� f3 y t F r. r v% r }. ' tJ 1, V'y !. 1 -. ^ r f :, J, i. L' , Lfr , f' Kia+, ♦Y /, ;' 1� r +,� .w� ` ",t L4 T.\ ..1 Y t i 1 ' ' , . . I o' - 71iki a.:"rr �t p1P„ t f „Lr !ty y;•YS fi ,t .Lt. t , Iry Cs[ o h ,r.,'jbY `+y.Ll yy^1 a =twi YC•P4,'. ++, , '�t r ?Jw ;��` 1�. a•n t ++ L•'il l.. .Z.. t - Y , [ ( . t pry Y `t7"' -C. .7,:: .oma.• �r,. f' =�, .tl.t: ♦. ...<' �`}�- ".yT, s .•:Y 7' ..L `•L':;r^ •T �' S' *� .. F„fir V t i� y,r,'i yf r"^i � j J>► ° .r� deKT G !':i i . %`%Z.,.I`4�r `Lr ? rt < ,i"1 ,�{ „� L d +7+F.' i+_ 1 / •>'P t+}� ' r'= A`+*, t:'s•<- '7�`' i� A.' ,*IJc7:L •.t ?r't� 'b. { �. - " +�' _ •i. .f< }yr{ +�'l' f�+ �'atirY. ** .':` 3�`t Tt rf �! i .r S•'„'f �' i r•. .�.r. q. ,1? h .: Y \sj,a vl ..r ', t, ;,a:.'c's""' ti 1 _}, 1. , Y.�+ t".La} kF� r}� Y.+'r r.,y1•- •,'4 j.: 5• Fir ;';t. < ; s- .'1'� f • V 'rF�,,. > i•' • r•' _ �} t? `? ,r j��p LjC��t,}r.4�t," X_ Ysi'.. {! Yf-•. E�,•. f�;• i':a19Fy,, r,. h f `i�..l_.,• , J; yt t -s S'�%,� ; L� [.<_. .4•!� ,J,"l +'y^f':; 'r �i`Tr7, T,.F •.,^i % F�f • . L'-r?'�f.LA •+4} t : t H,,,Pt�♦;",_';'w.•},`✓.ttj k=`,7' `,jt`. ;r.r y 7 J r'',t`{ ,rh�l�• t•� f•.,.a . .i. �. r •Ft" i r ,,r L "k- ir4ii. ® " •L ' ;L w"+y` S t--�- +� ,i X :}', �w l ia't•r:w3 .4 •j(t L.'. •,• �A, .�"`. S.Y. ,I- ' IJti.,i:`:i`ft h.> r. �JC ._.``2 `1'f ri ti'r' ,p to .ate .,.,, <j. ,_y -, , a. -.41t 14:1 r r .. �_...rf'.. . a ? t•Y ... J:fi v ..,.a. - �r :.,. .,fV••..-.< ... _ // . y Y', 15 Fri ,.+ "'( V • 3 ♦ f r f r . v"^ f rr .. rL a. trZprr�� w4't � J5 ia;� ti .r . Y';. i,i.1 "u; .R k L A� J +v 7v, 7t 1O y 'e',".kw r r „ y r �- i" 1 r i "''/ �. tfi? p .•4-�t ri ..� da, f ra{ ..;: �S.a� a rr > :1+ r `, n tom•. ti ��y,;�:,« +d "'�' ,- ,• Yt' -; �! <% t lli, o h QS .tt f.ih ': �' ` .i �' $. `, 'a.\ "r `:(►;1 ,K ::% y:, ^ 1 t1 rtt t` ',Yry C ✓i.^�•,,f5 \ t:• �`.r`, ''J. t'•,r .�). Y%4 .-, Rr;itwi d� IN BAD DITIONAL MUNTINS ADDED ON 13' 4 IS' UNITS DOPTIONAL SOLID 46 PANEL 46 I ROOF B I I O.C. TYP START OF /S CURVE 262 R - __ rr..eeeklER IT HEIGHT(5EE CHART FOR GH) 4. 1.110 ---I r _.li ' m 1.200 �_ 4.804- 3.40-64,-,0) �� _IO-O.NIN tNIT LENGTH (WITH 4ABLESfl 548 a/ .. n 3G5. RS 31KiB.RS WIDTH 0-114 10� b-114 6 I - -- 44. ON r. DN 4G DM 9 aS'&� �' W s.% 91 23 UNIT LENGTH (WITH GABLES) 5ERIE 330 ROOF PICTORIAL 5ERIE5 930 FRONT ELEV. 10'T �, SERIES 3,30j @% ND EI= (DH5HOW 5CRIFS 330 PLAN VIEW_ 23 Il T12 (DH SHOW NN IV F•.Id-C MIIWNIT L&.(VIITM. CABLES)•i If3 Ia IB1315' 1.110 ---I r _.li ' m 1.200 �_ 4.804- 3.40-64,-,0) �� - ALLOY 6005-T5 1 � 1.690SDO 9.695 > SERIES 330 FRONT ELEV.(C,G Sf;UWN) SERIES 33c 4ABLE END FV <,63 2.563 (TYP. WALL .1(,0) 2.455 921 --I NOTE:-,) LB -LOW BOY - SOLID KICKNAN L (DLA 1RAFTER STIFFENER ONLY IONS H 2) ALL WIDTH DIMENSIONS 19 R1DGE BSAME A5 CH I----- 2.150 - - 1.110 _ -'I o6s(trr� 21 LA W%C, POCKET(TYF.wALL•062) G9'7 .315 x-.150 UNIT HEIGHTS gto i'- 2. 0-19 -J 20 SINGLE SLAZ. ADAPT1 . I 8144 '1'-II/1 8OH 9-10i 1-2 3.403 3T5 F� �- 1044 8.04 IODH 9 o/a 1dL13 1'•3 �- 5Oo 1�;4G ,81-2' 13DH 9'•I�g 13LB l=4 REF': _ T� 610 ,120 �L� I _ 15GC, ti 5 j IS'DH 91 21L 151B 1=51 -� .Oroo p L Ibp REF. v .3G0 0 ui (TYr) - '100 1.810 O. REF 5305iells O-Icc PATIO EN WW"ES feel NOTE ME I TABLE Or MAXIMUM LATERIaL WIND LOAD MAXIMUM WIND LOAD _ "I'M )( CRACING MM ENBEOEO POSTS Past roanNG5 UNIT ALL*w BLE LOA%par ALLOWABLE LOAD,PA' En BED. DIAwETIR, WIDTH eo_^ EXRC 80-Iph ECPC OEPMN, FL. Ir4h. PnM ' Pa( ' PP^a.. pal Ow 44 DN 44 Dw ci Ow ' G4 9 SL.A paf 22.t p•f T9L paf IISIDa/ 3.a E. B' le•' 18 to is.T e• :c.S Pal coL paf Sssnr ao' S.3• le• le• IS' It,a pa/ IsAosf sea pal TLSPaf ♦e' 4.0' la• Ie - 17 Ie.l p.f II.A p•E alA Da/ Hsq{ S.0 al• le- Ie- 3505f4tf5 DH4 GG PATIO ENCLOSURES 5EC NOTE 12. RAFTER TYPE UNIT 548 3HG5 3G5. RS 31KiB.RS WIDTH I001 44. ON r. DN 4G DM 9 31 29 91 23 91 23 4.1 29 10'T 26 Il 23 Il 23 Il T12 11 IV I5 1b If3 Ia IB1315' 2B 19 - ALLOY 6005-T5 1 � 1.690SDO 9.695 > SERIES 330 FRONT ELEV.(C,G Sf;UWN) SERIES 33c 4ABLE END FV <,63 2.563 (TYP. WALL .1(,0) 2.455 921 --I NOTE:-,) LB -LOW BOY - SOLID KICKNAN L (DLA 1RAFTER STIFFENER ONLY IONS H 2) ALL WIDTH DIMENSIONS 19 R1DGE BSAME A5 CH I----- 2.150 - - 1.110 _ -'I o6s(trr� 21 LA W%C, POCKET(TYF.wALL•062) G9'7 .315 x-.150 UNIT HEIGHTS gto i'- 2. 0-19 -J 20 SINGLE SLAZ. ADAPT1 . I 8144 '1'-II/1 8OH 9-10i 1-2 3.403 3T5 F� �- 1044 8.04 IODH 9 o/a 1dL13 1'•3 �- 5Oo 1�;4G ,81-2' 13DH 9'•I�g 13LB l=4 REF': _ T� 610 ,120 �L� I _ 15GC, ti 5 j IS'DH 91 21L 151B 1=51 -� .Oroo p L Ibp REF. v .3G0 0 ui (TYr) - '100 1.810 O. REF 5305iells O-Icc PATIO EN WW"ES feel NOTE ME I TABLE Or MAXIMUM LATERIaL WIND LOAD MAXIMUM WIND LOAD _ "I'M )( CRACING MM ENBEOEO POSTS Past roanNG5 UNIT ALL*w BLE LOA%par ALLOWABLE LOAD,PA' En BED. DIAwETIR, WIDTH eo_^ EXRC 80-Iph ECPC OEPMN, FL. Ir4h. PnM ' Pa( ' PP^a.. pal Ow 44 DN 44 Dw ci Ow ' G4 9 SL.A paf 22.t p•f T9L paf IISIDa/ 3.a E. B' le•' 18 to is.T e• :c.S Pal coL paf Sssnr ao' S.3• le• le• IS' It,a pa/ IsAosf sea pal TLSPaf ♦e' 4.0' la• Ie - 17 Ie.l p.f II.A p•E alA Da/ Hsq{ S.0 al• le- Ie- 3505f4tf5 DH4 GG PATIO ENCLOSURES 5EC NOTE 12. RAFTER TYPE UNIT 548 3HG5 3G5. RS 31KiB.RS WIDTH 44 ON 44. ON r. DN 4G DM 9 31 29 91 23 91 23 4.1 29 10'T 26 Il 23 Il 23 Il T12 11 IV I5 1b If3 Ia IB1315' 2B 19 15* 9 13. 10 24. 10 24• 550 SERIES 04444 SOON ADDITIONS TABLE OF MAXIMUM LATERIAL WIND LOAD MAXIMUM WIND LOAD WITHXefGCIN4 MDI EaIBCO[D POSTS POST FOOTING! UNIT ALL°WAett LOADIMI ALLOWABLE LOAq pal EMBED, DTIV WIDTH eo loch `Ic eo-Ipn CXP..c DEPTH, Ft, 4' 9905CRIE9 DME G4 R004 4DDITIONB RAFTER TYPE UNIT 348 3HGB 3G5+RS 3HGB. RS WIDTH 44 ON 44. ON G4 OH 4G DM C AT 23 aT 2B 4.T 23 4.1 29 10' 26 Il 95 Il 3T 11 31 11 13' 19 13 21 19 2B 19 2B 19 15* 9 9 13. 10 24. 10 24• 10 A X. � ew � T � okra • 1 O Y 1 -� OticgP gU�On •Om --.5 aqc -OU L G m e w e u T O U Me M••r o E o dr c° o e g e a E a m ew -CTO 1- g u y4 A,0 a>•q c q c mOV U40l+tLc L, u�C••Ore Y O>i 0Y>.e.e. YUOAr✓...UU 0 a �Y 0•gigg J4 •LimO m0 -17 U m Y Y Y i N O c C q•• U -W M--quLC q q OUV q O c •UI AIV d 0 6 C U y tl 1. l� e G C U CO`Vu? INOOC n.rq c awY C A U tl • N M e tl Y w dA, YY.) U 0Z .VcA..C6Y0 OTYtO yu CYAIM CUM., YY L q Y C. 6 d> P -r0 eu 00 iy ou PT•GrI.Tu c-si s �-mim GOCCu O> C -r Y NY✓t-••-•r t•u-r ry q.. o ou B Y.r auto I r' p4MITECr C + ,�7rrly,,\• oe o t! • salt ° cl i 1I o TYP. WALL .055) 1 NnrPc aND °PEGIFICATIONS Theme standard plans show eembere, connections, ani} allowable t 280 - OI - W I ridge end baeepargusecured to ad s trueCouraltcomPsont the �I TT � WKF ants of the existing structure as indicated in the detalls. 3.500REF 010 j 2. Inordrfor an existing Bleb to beused, it shallbe ingood 1.250 ! ClREF condition with no evidence OC extensive cracking, eater seep- I,laqeor unstable foundation Characteristics. Minimum thickness TVP WALL •090 ��----����'500 P.EF 2 efLell be 1 1/2". ALLOY 6005 -TS 0SAVE HEADER(TYP WALL .obs)OGLAZING BAR �L '- Q? ivO 2.390REF Meehentain Fasteners:a. sheet Metalscrewsto be Hilts-Xwik pro -self drilling tainleea sten r equal..Anchorppolisintocncreteslab shall be 1/4- dia. x 2�o xilti-xit anenor.118 � 90 CORNER•a. All ptivlctural members including headers, ratter sti[[eneITvertlea mullionsendcorner Po is shown onthese Pfans shDtl -�be aluminum alloy and temper 6005-T5, except as nosed other�00 wise. WALL(SEE BELOW REF' S. Tnie Droduct may be used either as a atio room or as a room ( 2 NC D 14 NCD + addition for the loads indicated in the tables herein. 2NURe CE� 15 H RACEWAY THERN�L 4 tt ) a. may a supported on a new or existingq non -engineered 13 3.000 REF eanCrete Bleb on grade. If such non -engineered slab is utilized then the elioweble load is limited by such slab IS indicated in fooFnote 3 of load tablesL==z_j. IH -CHANNEL- -- -� b. The Use of such patio room: are limited to recreational. �•-- end outdoor living carpo:ea Only and ere not to be used EXPANDER- SILL/,THERMAL HEADER' THERMAL Carport ger: :tare a or habitable roam;. STANDARD H -CH AN1l EL WALL 15. 100 C. open areas qt tris fongest yell and one addlt tonal wall shall be a minimum of 654 of the area below a height of 1-1F.AVY H -CHANNEL WALL .19 .060 REEF 6' -em for each want •Open area- is defined as area with insect screening or repdily removable clear plastic 3.141 REF glazing not to exceed 1/8- In thickness. The third wall 3.151 REF --- -- glazed With la:a. 1.39IR 115 �1-75` L I ma be solldgo .180 I�� --, .39 3 R E F - I d. Ali ath:r rde Irement. of Chapter 49 -Patio Room enclosures^ ! oC the UBC shall be adhered to. REF REF W Tf used as a room a ditaon: a. oncre e s p pn oundet;ions aha11 be built as required REF 355 -� 2.390 by local building evenorlty. •b. The limitation on allowable loading ase result o[ using i REF. W 1 W 0 REF a non-englneered else (footnote 7) shall not be applicable. I NCD 0! O C. Vertical mullions should be heavy thermal H section where W - p �_ I v reoulred for adequate loading. r I' Qi 8.00 R 0 Z d. Al other requirements a local codes shall be adhered to. fn � I I i Z Nip 1 REF, O .3)5REF N[DJ m =N I 6. All steel in contact with aluminum shall be hat dip galvanized or electro feted. Aluminum 1n Contac[ with wood concrete or •48 I (U Fn F' No 078 t.hall be coated in accordance with UBC b[andard A REF I 3.00a REF. I �-.IBOREF ...00•304 2.0 .210 I.-l�---- 0 (TVP. WALL •055) (TYP. WALL .050) �- (TYP. WALL •060 ) ILI O5 EXPANDERl SILL O9 HEADER (TYPICAL WALL •055) 14 H -CHANNEL 16 F4- •RACEWA`i OMUCAP (TYP WALL •062)OI GLAZING CAP(TYP WALL •Osc: D. I OF3.w.... or PF V j•4EVISION3- ARTM EN I .. VERI; I MULLION CETAIL ^` \�5_HEET METAL S ri. la' O.C. TYR �. C, I✓ I II� I --Z2'-G8 O.C. , I- BAY S-1 YLAR FILM (EAISLY REMOVABLE FOR CHANGE TO SCREEN ) OSAVE DETAIL ROOF CaLAZINrq--� . BOTTOM OF CURVE ) 7 '6.' SHEET /- METAL SCREW - - U WALL 'BAR DETAIL f12 PAN HEAD WOOD 5CR, rJ 1 (,"O,G. SET I INTO SOLID WOOD w i I I Z2 6It I 8+ OR 5-14 O.0 - 3° f --- '- . _ I--1 i 7 ... 1LA- FILM UNIT WIDTH I (EAISLY REMOVABLE CHANGE TO O S�REEN ROOF yLAZIN C (4)9ETT714CT ROC -� BLOCKS '-1 1---�J I - - - G-IOie D.H. 5�•1116GG 4 -9 W DH -1(s" GG O � UIJIT WICTH TG HERE—f w 2MINIMUM — JE n f 4T w PROVIDE NEOPRENE SPACER BCTWCEN ALUMINUM 4 CONCRETE EDGE OF CONCLIETE L"10 X I' SHT METAL SCREWI PER BAR 4 ¢ METAL 9CCE w5 nROOF GLAZING BAR 1° APAKT UID E OETAIL5 j— FLASHING, - spri9NEET (15Y OTHERS METAL %CR. HEADEK OR STUDS ty I v N (SEE. PLAN SINGLE GLASS --- ---3"MIN. -----►� POST DETAIL FOR 1 / LATERIAL WIND LOAD5 ATTACH RIDGE PIECE 10 —�� I STUD90R4EADER_ WITH i 41 X 41/1 LA4 5CQ. 16NO,C. EXCEPT FOR NITS WITH Sn OF 14.0* OE GREATER 5I.IALL PAN ( , DH • 61- HAVE %'� LAS BOLT(9' MIN. Gr' -.5'-0'5 ENGI4QEMENT A5 SHOWN) •ltIOY I" SHEET 19 i DD RAFTER STIFFENER METAL SCEEWS .E)(ISTING STUCCO OR / INSULATED GLASS SIOING To REMAIN 2 x 2z x WALL-/ - fc'0oF r - -'� - STEEL TUBINy I o yLAZINy�� Y ° I W4 W9 SEC CHART 5AR(ABove) I I SHEET 1 FOE? I 1 MYLAIC EMBEDMENT I I FILM o I - IB I v I - - POST F007ING In I 2' G 8 OC ASADD FOR GABLE END I GABLE r �nil-'------.._._.... SII 4- -20 HILTI:KWIIC PRO SELF DRILLING SCEEWS [ Wl O.C. _ I . tH2 GIIT 88x%2 5HT. METAL SCR. I(:o.C. '/4 SUGGESTED O.C. ROOF. BAYS'OCADD PER GABLE ENDEND NOTCH -fRON; I TO FACE OF GABLE 51`1_) 1 W9 — ONLY OF CORNER jI FRa[�T / 4'PLACE5 INSULATED "' II WALL PANEL EPDM CORNE�c DETAIL. .. ll_� RI f'. ATTACH BASE PIECE TO -_f _ CONCRETE SLAB WITH(1i14 HILTI HIT ANCHOR AT 14:O.C, ALSO - PROVIDE(IIANCHOR ON EACH SIDE OF EACH VERTICAL MULLION, / 11 11 W" 9�2 MIN.(EXISTING III III Z O , NON-ENGINEEkF_D CONCRETE 11 I I F I SLAB IN GOOD CONDITION F TO BE FIELD VERIFIED) w r J _ILL. DETAIL .010-24x%8 MACHINE SC2EW(0R USE 2 SHEET METAL) -LAMINATED OR ACRYLIC GLAZING L*10-24 x3/8 MACHINE SCREW WEEP SLOTS 4 PER MUNTIN -PER BAY ©(USE % SCREW FOR -ACRYLIC) MUNTIN DETAIL O• MUNTIN 10 F3AR r nwhi Fr Trrinl SILL • ' _ #8 A V2 5HT ETAL SCREW 2MPER 1I" CHANNE> ti4•.Ga✓C ✓USI a ,y O d G g P OI U= O✓ O N ° YgtiCppp���6q my C✓ M O°✓ w y q ✓ G • Y O U CVLp°Q °q .QM�CH� NygC O M10).. pMU o" 0*" m U 0 Y✓ C N O U✓ w I. A m m OO c O� OOL m-Iq CAM c m U✓ 0 m m d d Y dy~LYY �uS aY��C O'p� aYq Y C ° •+4mA m co•-+� nmerm au ° V T Pw Y° •Ai C ••• w O ••°.I m yy• o c c u o> c -. m r u u c -. •�+ (+✓tiY OrYO✓YO-I V✓LQ pON1tEC� f •��` EN• •+�:, c: O U p � LL U 3 •� v o O = - mQ>: cc OR W p a Z O ZY O J cc w W I ®(n W S Z > a 4 0 8 z a W a N O U. \-J �y __ V I^ 70AM CO E __ _ PANEL T TOP OF GABLE WDLL COUNTY DEPARTMEN t OVED 'L-.29.91 RCV'E4 . 9.24.91 REV'" 3 5-20-51 PEVISION' 2 ,H . eee%YZ'SHT.MET.SCE.AON UNITLENGTH (WITH CAP, IE�I�i ATTACH BASE PIECI 2'MINIMUMTO CONCRETE SLAD (11 %4 m x 2'' HI�TI HIT AIG"O.C. ALSOPROVIC)EEACM SIDE OF EACH:?E -PROVIDE NEOPRENbETWEEIN ALUMINU 51,/2 MIN.(EXISTING o = ! �! OF NON -ENGINEERED CONCRETE S oQ I� I CONCIFETE. SLAB IN600D CONDITION GABLE SILL TO BE FIELD VERIFIED)v, I COUNTY DEPARTMEN t OVED 'L-.29.91 RCV'E4 . 9.24.91 REV'" 3 5-20-51 PEVISION' 2 ,H . 46 '6-•' EIT MiTAL SCE:.- I60C• AT HE ADEC^SILL F T"CD NF 4.9 NCD WT NO MYLAR FILM rn W:I 7 O w6 ,, 0 w 5 S W J W V V W W I _ _ y�� �y I> i t 229NcWFC _ rII'jNCu ✓�ir t� r11 / I �rl)T HE11'.HTI! - --' FRONT WALL VEre71 AL SECTION _ TR;,N50� WII G'f/g KIC AN l I 3.000 5�o r ..5 00 i nn nn = RS -;,I WALL VERTICAL :ECTICN: WINOOW4 YICK`✓ANE.L. 3.000 WI WINDQ\fq LL(TYP WAS, .06s") .500 .GZ5 - G25— .250, 25--_250 :0 i _i 8 i I I 12 (TYP. WALL-.M2)YR W 1 5()o(TYP. A.L •062) ©WINDOW HEAD(TYPwALL.ors) FIXED JAMB R W4 V. 90%g NCD - BFT. 91 3/4 NCD 4FT•49 NCD s 3FT•60%NCD (---- HORIZONTAL 5ECTIOW THRU WINDOW ((-FT.NA) SHOWN WITH 'STORM PANELS) .%SIZES WHICH WILL FIT FRONT A/ALL OF 5ERIE5 5BO CURVED EAvF- OUTSIDE W4 ►fin �o ��'� ®, a • 1 • yy Y w• y ycC%. O p 0 U a 0. O w 4•• Y.Y O✓ C• Y• O U 4A.. C O>. •• . O C C O. • •u.Zo•�J e.a•.�u•�o°y�1•o°e e ♦ U O .• a N• U✓•.• Q a V•.C U YC C. C. C {! 7Y O O .� • COUO.••P.••q.•0✓ •✓ U. 0O C L u t • Y Y C O w° • d N� a✓ C C O• °O� VOy• Y��gq�qyyOLLi.°i -a C >•✓ C°• U✓ O y 1 r✓ 0 0 0 Y n... �•a u ...y 0✓ Q O t - m w v. y L O pd CO•.L•] • •u 00 �ju to pGN,iCCT �; LN of •' ^�^ f V 1 U ! 2=C - 9011NC0 3FT- 3134 NCD h 4FT-48"NCD 5F7- GO 314 NCD L(oFT= 1234'NCD(TRAN50NNLY), HORIZONTAL SECTION THRU TRANSO KICKPANE-L — 6 4 55 SCREEN HANDLE Lr) �—` — j - � - SOO I cU .500 — _. - i 1 ' -1 WIO RAIL TVP WALL•OSO) 0I INTERLOCK STILE �— .ZII Zil i (TYP. WALL .050) _J T— i 1 � ' -. It1 i i ' i . 500— coinaun I —t Q PJ P in pwILDIN( (TVP.'mo—L .938-I A P WALL .062) (TYP WALL -OSO) (TVP• WALL •OSO) ®TRANSOM EEAQ ®CENTER BAR WII LOCK STILE 7A.all =c--,*-. KD PATIO -ROOM V0�'Da °.30F3• PFVISION *I ,�...'r..`: ,. .' ' r JAI': •. tf � ! 1��•aay �''p tit 'C>pr' Sy ., L. V wN ?1 �L33�d?��,'� 1 L 4 V ::a -�,•�•.,. . 53s'l t(,.. J(j� �I. �+c, ii i°•`, ta;,. ,� 1�` q�. of F� •FI O w V r t - -�;-► f:.:.: 61� x; 26. 11h;617.:.. . =• ... 10'; x 14- ' -. - 140. •:.,_!"t �.L_ ^.! •...• .'... �r ;-i_-:t:-1.._ ..r.:,.w. _: : .�.:._. ::.. ._ :�._r`:.i._ ,-- I }r f .i { �; :, . 3.2 7 r�..t448 --«.; - 14 'x - 7 x? ;— .. .._:... - . 98�t :. i iY J. -L"_150 t 1 ; . • ' - :..__ !_i : "r' ..:.TOTAL: GROSS LIVIRC AAREA; 38 Sq' �.... Z17- - -- ___..---- 5, , �:.:. Enclosed Porch" _ t , •1. 182=3q lit•... I_ ! 2V 2 ' 1 1 I 1 Patio--_ ` =�. '_ - __ -•. . --(------- -..- 'r T.... S; .. ...-. . Famiiy iBedroom 8En6�41'tRoom. ..Ft :..:._...:... ' _74- --�T---. ....._..:. � �. •Bedroom � � ilTr- - Bath351 _... .inin 1/2. .:..:.. 8` ility p IIt 1•t4i � �::_ 4 , e.� AreaBat cleM34,*" u. BatiL.i�'T_ Clst.' _ ' •-'! �.:; �.._;_....�.:. - �' � .._ ' ; �: �:'.: - Garage Bedroom Living Kitchen :: ttt iiia 1,050' Sq.; Ft: Room ! �..�.. , 31 ..i- Bedroom If _ _ ....... P. 19' — 1.9 'OS BS6// : �"r�'N:> — 1 w0 '•..: P". q 'g �.'._'__—`U .. p -1>'as 6'Zi^^: yga•Y ./v/�/7 a.,p:.ynw-4 suammom Ag113H31VLLPa0M 31r1s -U d ' I v _ A �at ^.fro'»,.r._..::�'; 'em no s SNO/1 d'/l 73 1�N/PdJ N�f/'l/,-Y - —410 WAj •yH •qM r —H ,.. • .. - - r -� pQ�•�! Tyh ..,.4�„ ov uru rcgt rua 'dal - • POO 1 .:q - - .O.S - - '•3ioe 1° d+ue'o� '9'oM •a "uoltuxyd - Pao "POOP °W 4 .PLma "-fl ae •tn .o ux•r! nb o o •y3 P° . SWI ) Poy. '490 ) 'Poo ' �•\ P•e,..: x _ P`:+-:7 4 .i,� r»y b;�,..-q +� i ..•!•- •i;W . -,•r:.^. C-1 Wi 16-G �—. ; r ^.y.. aaG;e 6wj"O . f"�1 uNp,. W -&..p A. goal . �peog P•yuaoa•y y71. oauoproa�y N •B M aT, 1 -m 4 'PY-l-vg ty--o ON � � . � - _ F=- Y-�•d •m .�.:... Kn6 ---•-y ... - • - - • �M � - ' I f""�� 11 1 9 @ Pwa+•ua�.o *91a1w �oa..-v,.,..w- - P - 90! •W UO Wq t. ;p,. - -e ....... „e,y P. 19' — 1.9 'OS BS6// : �"r�'N:> — 1 w0 '•..: P". q 'g �.'._'__—`U .. p -1>'as 6'Zi^^: yga•Y ./v/�/7 a.,p:.ynw-4 suammom Ag113H31VLLPa0M 31r1s -U d ' � I ' I ' � I th u g 4) i A P. 1 f _ — (fir, i � r, ; e v G O � _- - r ,. i 10 A LA ----------- t 34 I c i. it I TIT 4) i A P. 1 f _ — (fir, i � r, ; e v G O � _- - r ,. i 10 A LA ----------- t 34 I c x IA it I TIT x IA �4. Vto TIT �4. Vto EXISTING LIVING ROOM CLOSET - CLOSET _ APPROVED Butte County w� oo w _ o E viro mental=Health i U o= o V' _ Z N k o q to . o Q t DO TUBo 0 EXISTING BEDROOM #1 U` __ T Signature Z J o LLI EXISTING BEDROOM- #2 w QG F- N Y 3r 1t _ • • ®J!� ;RAISED SEi4T T , W/STORAGE: FlREP6ACE ., +30".: FROM-' Ff - RAISED. HEARTH +18"•FROM FF- HALLWAY.co WALK -LN. _10' 41 r _9'_1 1/4" Zn H-O.WER�Pil • 1 ti. w- `A. - - MASTER • BEDROOM - r - YAR , r=- _ .o SUN ROOM -' �OF-FICE/HOBS- 0O;M a MASTERS o ^ , -` I --BATH VANITY VANITY ISLAND ; L o— ^ ra I' --_-TUB"` — - - f BUTTE _. W -___ - ti NTY }(gyp p gp ®y p� CO�1 pn 4 -10" N - '_ - _ 11 3 _ APP ' fiI 13•-2 1/4" I� 4•00' r 2 4 - 8 12 = WOLFE RESIDENCE - MASTER=BEDRO0M- & 9A'7N7REU0DEr , - SCALE: 1" = 4' 30.2 LOUIS A VE. _ ORO VILLE, CA. - _ - - ✓PC CONTRACT/NG 530-521-1900 r `• - - �� el:� JPC Contracting 2485 Notre Dame Blvd. Suite 370 PMB 147 Chico, CA 95928 LOT PLAN 1/64" = I' -U" X032 Louis Ave. roville, CA 95966 utte County, USA ISSUED FOR: DATE: REV.3 &" REV 4 92M PLOT PLAN A 1.0 POND S LOT 1 N 9.82 AC. (GROSS) 3002 -LOUIS AVE. POND PLOT PLAN SCALE: 1/64" = P-0" Contracting PLANNING DIVISION - BUILDING PLAN APPROVAL JPC JPC Notre Dame Use: ate: * 0 Blvd. Parking: Landscaping: Suite 370 PMB 147 Other - Chico, CA 95928 Signature: APPROVED o Butte Countyi� E- ironmental Health �� + Date Signature 3032 Louis Ave. Oroville, CA 95966 Butte County, USA �s BEDROOM REMODLE SEE 1, ATTACHMENT XISTING 1200 GAL SEPTIC TANK ao ISSUED FOR. DATE., REV. 33 R�3K8Ia DN REV, 4 W)m I' SDR 35 GLUED TIGHT TO FMT D BOX 29 29 29 Me Ba KENEL 1000 GAL TANK DRAWN BY, Tit ^29 CAPPED OFF. LEACH FIELD Sa l J ABANDONED CHECKED BY, ROD a DIA/ ss STALLS BRQ�1ECra� 79 29 29 25'DW. V.66"- 9 N. TO LEACH FIELD FROMIM FENCE r T9 o sox ISO LINER FEET OF LEACH FELD ADJUST FOR GRADE AND FIELD CONDITIONS ' j The 2001 CBC, CMC, CPC, 2004 CEC, and 2005 California Energy Standards as amended by the �/©� r,0_ jurisdiction apply to this project BUILDING PERMIT # 06 212 ASSESSOR'S PARCEL # 022-77 � Z7eD-6>2 APPROVED PLANS AND k,4U f T L BE ON SITE ` PERMIT SHALL "j FOR ALL INPECTIONS ' l a+�. i �ivIc PLOT PLAN A 1.0 �( LOT 1 N 9.82 AC. (GROSS) 3002 LOUIS AVE. TREE AND ROCKS 40' DIA. 25' j BEDROOM REMODLE SEE ,y ATTACHMENT OGS, F EXISTING 1200 GAL. SEPTIC TANK INLET O O a .P OUTLET q 6 / 4" SDR 35 GLUED TIGHT TO FIRST D BOX 25' 81 '0 " cs a 25' �P 701-611 50' �q 25' 50' O ROCKS 25' 10' DIA. STALLS 75' 25' BARN 25' 25' ROCKS ; 5' MIN. TO LEACH FIELD' 25' DIA. +' FROM FENCE-' _ D BOX 75' 450 LINER FEET OF LEACH FEILD ADJUST FOR GRADE+AND FIELD CONDITIONS SITE PLAN SCALE: NOT TO SCALE _ KENEL 1000 GAL. TANK CAPPED OFF. LEACH FIELD ABANDONED Bu UOUN 1-Y dUILDING DIVISIc)6�, APPROVED JPC Contracting 2485 Notre Dame Blvd. Suite 370 PMB 147 Chico, CA 95928 3032 Louis Ave. Oroville, CA 95966" Butte County, USA ISSUED FOR: DATE: REV.3 rM REV.4 no/06 DRAWNBK TJL cff"ED BN PRWECT4. SITE PLAN A 1.1 File Copy Owner Q 0'- PSP APN 017. 2� o - D 2-5- BP# 06- ITE PLAN kLE: NOT TO SCALE 3ROSS)- IS AVE. TREE AND ROCKS 40' DIA. O ROCKS 10' DIA. JPC Contracting 2485 Notre Dame + Blvd. Suite Suite 370 PMB 147 �— Chico, CA 95928 L p 7-Z> -57-,o0 f- 7-6 P I BEDROOM REMODLE SEE ,y ATTACH NT QOGSM As �rD /10/X/000 . . 3032 "Louis Ave. • LP TD Iri✓'t gee- Dive4-r Q ht Alf'��cTs EXISTING 1200 GAL. Vey' M Oroville, CA 95966 -rb x SEPTIC TANKButte County, USA CN E:'� �+" 1 • A R NcF C..� � ► � " QS A INLET 'i��`r- O d ROCKS 25' DIA. 1 2/ — 4" SDR 35 GLUED TIGHT TO FIRST D BOX Ne k) t' - JJf-IV A&AlS?Ek $eDIr"uoM DFer- h614ff- 'TD lZ S UAtis Tepr S7aac ^off n.ANC' w L Q TU int fir' t3u-T-fE 8U,�-®jt4 `O ISSUED FOR: DATE: REY.3 &290 REY.4 M08 DRAMBY., TIL CHECKEOSY., PROJFCTN' NG DIVISION - BUILDING PLAN APPROVAL — Date! 1 i 0 1:— Landscaping: SITE PLAN Owner: t BP#& APN: OZ"i 2770�2�' FILE C P�_ ��" 'F 1 1NI7■ I!j i WOLFE 9.63 kW PV ARRAY (56) KYOCERA KD205GX-LP PV MODULES (2) XANTREX GT5.0-NA-DS-240/208 (240V) PV INVERTER (56) X (180W CEC) X (95.5%) = 9,626.4W AC EQUIPMENT DATA KYOCERA KD205GX-LP PV MODULES MAXIMUM POWER: 205 W CEC RATING: 180 W MAX POWER VOLTAGE: 26.6 V OPEN CIRCUIT VOLTAGE: 33.2 V MAX POWER CURRENT: 7.71 A SHORT CIRCUIT CURRENT- 8.36 A TOTAL # OF MODULES: 60 XANTREX GT5.0-NA-DS 2401208 1240V PV INVERTER: DC MAXIMUM INPUT VOLTAGE: 600 VDC DC MAXIMUM INPUT CURRENT: 22 ADC MAXIMUM AC OUTPUT CURRENT: 21 AAC PEAK EFFICIENCY: 95.9% CEC EFFICIENCY: 95.5% PHOTOVOLTAIC POWER SOURCE 1. OPERATING CURRENT: 7.71 A 2.OPERATION VOLTAGE: 372.4 V 3. MAXIMUM SYSTEM VOLTAGE: 464.8 V 4. SHORT CIRCUIT CURRENT: 8.36 A MAXIMUM SYSTEM VOLTAGE ARRAY PHOTOVOLTAIC POWER SOURCE TO BE NOTED AT DISCONNECTING MEANS PER NEC 690.53 (OPEN CIRCUIT VOLTAGE) 525.22 V STRING TOTAL TEMP CORRECTION): VOLTAGE CORRECTION FACTOR: 1.13 NEC 690.7 PHOTOVOLTAIC POWER SOURCE 1. OPERATING CURRENT= 15.22 Amperes 2. OPERATION VOLTAGE - 394.5 Volts 3. MAXIMUM SYSTEM VOLTAGE = 525.22 Volts 4. SHORT CIRCUIT CURRENT = 16.42 Amps NOTE: THE ABOVE LABEL IS TO BE PLACED AT THE DISCONNECTING MEANS PER NEC CODE 690.53 TEMPERATURES FOR OROVILLE. CA: AVE HIGH: 92F RECORD HIGH: 113F AVE LOW: 38F RECORD LOW 14F i. ALL WORK PER CEC 690 2. ALL DISCONNECTS TO BE CLEARLY LABELED AND WITHIN SIGHT OF EACH OTHER 3. INSTALL A PERMANENT, RED -ON -WHITE. SIGN ON OR ADJACENT TO THE MAIN SERVICE PANEL POINT OF CONNECTION:THE OUTPUT OF A A PHOTOVOLTAIC POWER SOURCE SHALL BE CONNECTED AS SPECIFIED IN 690.64(A) OR (B). WARNING'! ELECTRICAL SHOCK HAZARD DO NOT TOUCH TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED ■ F II . F, (14) KYOCERA KD205GX-LP MODULES (IN SERIES) (14) KYOCERA KD205GX-LP MODULES (IN SERIES) XANTREX GT5.0- 1 #12 GROUND 1 (14) KYOCERA KD205GX-LP MODULES (IN SERIES) 2 #10 USE -2/ RHW-2 (14) KYOCERA KD205GX-LP MODULES (IN SERIES) 2 #10 USE -2/ RHW-2 q� NOTE: NEC 69041/42 REQUIRES THE PV TO BE ! EARTH GROUNDED. MODULES WILL BE BONDED WITH #12 BARE COPPER AND ILSCO GBL-40ST LUG TO THE FRAME WITH A 10-32 THREAD FORMING STAINLESS STEEL SCREW. Refer to APPROVED PLANS fnr atltlitinnal nntAc anti information for this proiect METER -- - - - - --- 200 AMP MAIN BREAKER 225 AMP ENCLOSURE (2) #8 THWN-2 GEC / EQ GRND POINT OF CONNECTION. THE OUTPUT OF A PHOTOVOLTAIC POWER SOURCE SHALL BE CONNECTED AS SPECIFIED IN 690.64(A) OR (B). :my�P :d 7 NA-DS-240 DC DISC 5.0 kW INVERTER 240 VAC -2 SQUARE D UL#1741 HU361RB (4) 810 THWN-2 PROJECT NO: 2605 NON -FUSIBLE 1 810 THWN-2 GROUND INTERNAL AC/DC 2 LOCKABLE 1" PVC SCH-80 CONDUIT DISCONNECTS NEMA3R CAD DWG FILE: E-1 SINGELINE.DWG 3 POLE r_c 30 A. 600V 1 #12 GROUND 1 (14) KYOCERA KD205GX-LP MODULES (IN SERIES) 2 #10 USE -2/ RHW-2 (14) KYOCERA KD205GX-LP MODULES (IN SERIES) 2 #10 USE -2/ RHW-2 q� NOTE: NEC 69041/42 REQUIRES THE PV TO BE ! EARTH GROUNDED. MODULES WILL BE BONDED WITH #12 BARE COPPER AND ILSCO GBL-40ST LUG TO THE FRAME WITH A 10-32 THREAD FORMING STAINLESS STEEL SCREW. Refer to APPROVED PLANS fnr atltlitinnal nntAc anti information for this proiect METER -- - - - - --- 200 AMP MAIN BREAKER 225 AMP ENCLOSURE (2) #8 THWN-2 GEC / EQ GRND POINT OF CONNECTION. THE OUTPUT OF A PHOTOVOLTAIC POWER SOURCE SHALL BE CONNECTED AS SPECIFIED IN 690.64(A) OR (B). :my�P :d 7 SPG SOLAR 20 LEVERONI COURT CONFIOENTWI THIS CRAWiNG ANO ANY DATA,DESCRIPTION, AN00THER INFOPo/ATOM COMAIKEO HEREIN ARE C0I:SIOEREDAS PROPRIETARY AND THE EXCLUSIVE PROPERtt OF SPG SOLAR INC AND HALL NOT BE PUBLISHED. REPRODUCED. COPIED. DISCLOSED. OR USED. IN WHOLE CAIN PART. FOR A> PURPOSE WITHOUT THE EXPRESS VAMEN PERMISSION OF A DULY AUTHORIZED REPRESENTATIVE 01 SPG SOLAR INC. ALL RIGHTS RESERVEO otgfib' w ® n NOVATO, CA 94949 CA Lic. #759086 PROJECT NO: 2605 (415) 883-7657 w CAD DWG FILE: E-1 SINGELINE.DWG n 5 I 4 i 125A SUB -PANEL 3/4' EMT EN I #10 THWN-2 2 -POLE DC DISC XANTREX GT5.0- SQUARE D NA -DS -240 HU361RS (4) 810 THWN-2 5.0 kW INVERTER 3 / 4" EMT NON-FUSIBIL 1 #10 THWN-2 GROUND 240 VAC (3) #10 THWN-2 2 -POLE LOCKABLE 1" PVC SCH-80 CONDUIT UL81741 30 AMP NEMA3R 3 POLE INTERNAL AC/DC 30 AF 602VLj i DISCONNECTS XANTREX GT5.0-NA-DS-240/208 (240) INVERTER MAX AC OUTPUT CURRENT: 21 A 21 X 1.25 = 26.25 RATED AMPS Owner. REVISION: BP# O�i/ /3 APN: 0`L7- 2.7®- ®zf Date FILE COPY UW -11-s C�..tiea•,.. . /'c/5/0 v ./ 1-1/2" PVC SCH-80 (3) #2 AL THWN-2 APPROX. 50' AC RUN THROUGH EXISTING CONDUIT TO PGE SERVICE DATE DESCRIPTION BY CK'D APP'D 3032 LOUIS AVENUE OROVILLE, CA 9596E Cww.9r-.EC.GFHi�[V ,) ATOM MCCAM8R10GE ATOM M.MBRIOCE svc sa.AR.IFIc ,E ;,;L, (4IS)=-21871.12187 CRAIG STAGER 1 C. ,..Fr.F_a, syr NN -KA AUGUST 81A 2008 KEY.NROSALES 3 2 SINGLE LINE SEPTEMBER 29,200E PERMIT SUBMITTAL 1 E-1 B 1 Al D .1 N C -5 "- WOLFE 9.63 kW PV ARRAY (56) KYOCERA KD205GX-LP PV MODULES (2) XANTREX GT5.0-NA-DS-240/208 (240V) PV INVERTER (56) X ( 180W CEC) X (95.5%) = 9,626AW AC EQUIPMENT DATA KYOCERA KD205GX-LP PV MODULES MAXIMUM POWER: 205 W CEC RATING: 180 W MAX POWER VOLTAGE: 26.6 V OPEN CIRCUIT VOLTAGE: 33.2 V MAX POWER CURRENT: 7.71 A SHORT CIRCUIT CURRENT: 8.36 A TOTAL # OF MODULES: 60 XANTREX GT5.0-NA-DS 240 / 208 240 PV INVERTER: DC MAXIMUM INPUT VOLTAGE: 600 VDC DC MAXIMUM INPUT CURRENT: 22 ADC MAXIMUM AC OUTPUT CURRENT: 21 AAC PEAK EFFICIENCY: 95.9% CEC EFFICIENCY: 95.5% PHOTOVOLTAIC POWER SOURCE 1. OPERATING CURRENT: 7.71 A 2.OPERATION VOLTAGE: 372.4 V 3. MAXIMUM SYSTEM VOLTAGE: 464.8 V 4. SHORT CIRCUIT CURRENT: 8.36 A MAXIMUM SYSTEM VOLTAGE ARRAY PHOTOVOLTAIC POWER SOURCE TO BE NOTED AT DISCONNECTING MEANS PER NEC 690.53 (OPEN CIRCUIT VOLTAGE) STRING TOTAL EMP CORRECTION): 525.22 V VOLTAGE CORRECTION FACTOR: 1.13 NEC 690.7 PHOTOVOLTAIC POWER SOURCE 1. OPERATING CURRENT =1522 Amp m 2. OPERATION VOLTAGE = 394.5 Volts t 3. MAXIMUM SYSTEM VOLTAGE = 525.22 Valla 4. SHORT CIRCUIT CURRENT =16.42 Amps NOTE: THE ABOVE LABEL IS TO BE PLACED AT THE DISCONNECTING MEANS PER NEC CODE 690.53 B !y TEMPERATURES FOR OROVILLE, CA: t` AVE HIGH: 92F RECORD HIGH: 113F AVE LOW: 38F RECORD LOW: 14F 171 1. ALL WORK PER CEC 690 2. ALL DISCONNECTSTO BE CLEARLY LABELED AND WITHIN SIGHT OF EACH OTHER 3. INSTALL A PERMANENT, RED -0N -WHITE, SIGN ON OR ADJACENT TO THE MAIN SERVICE PANEL POINT OF CONNECTIOWTHE OUTPUT OF A PHOTOVOLTAIC POWER SOURCE SHALL BE CONNECTED AS SPECIFIED IN 690.64(A) OR (B). WARNING! ELECTRICAL SHOCK HAZARD. DO NOT TOUCH TERMINALS ON BOTH LINE AND LOAD SIDES. MAY BE ENERGIZED. 5 4 (14) KYOCERA KD205GX-LP MODULES (IN SERIES) (14) KYOCERA KD205GX-LP MODULES (IN SERIES) (14) KYOCERA KD205GX-LP MODULES (IN SERIES) (14) KYOCERA KD205GX-LP MODULES (IN SERIES) NOTE: NEC 690-41/42 REQUIRES THE PV TO BE EARTH GROUNDED. MODULES WILL BE BONDED WITH #12 BARE COPPER AND ILSCO GBL4DBT LUG TO THE FRAME WITH A 10-32 THREAD FORMING STAINLESS STEEL SCREW. 3 METER I C >------- 200 AMP SQUAREHU361 MAIN AC DISC BREAKER i CUTLER=NRBMER 3 / 4' EMT 1-1/2' PVC SCH-8O FUSIBLE 240 VAC (3) #10 THWN-2 LOCKABLE 200 AMP UL#1741 NEMA3R ENCLOSURE 2 POLE (2) #6 THWN-2 GEC / EQ GRND 60A, 240V wNh(2)60AFUSES INTERNAL AC/DC POINT OF CONNECTION. THE OUTPUT OF A PHOTOVOLTAIC POWER SOURCE SHALL BE CONNECTED AS SPECIFIED IN 690.64(A) OR (B). { G REVISIONS CONFIDENTUIL THIS DRAWING AND ANY DATA, DESCRIPf1DN, AND OTHER INFORMATION CONTAINED SPG SOLAR HEREIN ARE CONSIDERED AS PROPRIETARY AND THE EXCLUSIVE PROPERTY OF SPG SOUR INC. AND REV DATE DESCRIPTION MALL NOT BE PUBLISHED, REPRODUCED, COPIED, DISCLOSED, OR USED. IN MOLE OR IN PART, FOR ANY 20 LEVERONI COURT PUAPWEWTHOUTIHEEAPNESSW1ifTEN PERM133ION Or A DULY AUTHORIZED P.EPPFRFNTATIVE OF NOVATO, CA 94949 SPG SOLAR INC. ALL RIGHTS RESERVED. CA Lic. #759086 PROJECT NO: 2605 (415)883-7657 CAD DWG FILE: E-1 SINGELINE.DWG 4 3 2 XANTREX GT5.0- NA4)S-240 DC DISC 5.0 kW INVERTER 125A SQUARE D 240 VAC SUB -PANEL HU361 RB (4) #10 THWN-2 UL#1741 314* EMT EW) NON -FUSIBLE 1 #10 THWN-2 GROUND INTERNAL AC/DC (3) #10 THWN-2 24 OLE LOCKABLE 1DISCONNECTS 30 AMP NEMA3R 3 POLE 30 A. 600V DC DISC XANTREX GT5.0- SQUAREHU361 RBD (4) 810 THWN-2 5.0 kW INVERTER 3 / 4' EMT NON -FUSIBLE 1#10 THWN-2 GROUND 240 VAC (3) #10 THWN-2 LOCKABLE 1' PVC SCH40 CONDUIT UL#1741 NEMA3R 3 POLE INTERNAL AC/DC S0 A. 600V DISCONNECTS G XANTREX GT5.0-NA-DS-240/208 (240) INVERTER MAX AC OUTPUT CURRENT: 21 A 21 X 1.25 = 26.25 RATED AMPS 1-1/2' PVC SCH-80 (3) #2 AL THWN-2 APPROX. 50' AC RUN THROUGH EXISTING CONDUIT TO PGE SERVICE 3032 LOUIS AVENUE OROVILLE, CA 95966 ATOM MCC"BRIDGE ATOM MCCAMBRIDGE I AUGUST Sth MOB SPG SOLAR, INC. pESHIn NAn 1 MTE: (415) 3823187 wt 2187 CRAIG STAGER WreGFRI-RD: cw3lRucraN N�x.RBi: DAiE: AUGUST Sth 2008 KEVIN ROSALES 2 3UIL®IiV APP ROVED SINGLE LINE PERMIT SUBMITTAL I E-1 1 D C B A D CI 5 1 n t4}� QAll Ll j u I II o=Boher;afai4tisE�–,`__.-.'_p•`-'�l,,� 4r�1 II fil�� �sAvc�> a { ."N`illVA '` '�Nar'9er,lAr to. i'�•�. I cz= Swto Iw T s.y�avr: '3ho'Yki'4r1"l— Vail LL 21 AE It i howtI6 a 9 E 1 I I; • t ', WOL-FE■ RAMONA-._---_ _ D APPROVED PLANS AND c XANTREXGT5.0-NA-DS-240/208(240) INVERTER SPECS B22 CHANNEL STRUT SPECS B22 CONNECTION SPECS - B22 BEAM LOADING DATA _ r -'I - CONFIDENT g WL THIS DRAWING AND ANY DATA, DESCRIPTN,AND OTHER INFORMA71pJ CONTAINED REVISIONS RAMONA WOLFE SPG SOLAR HEREIN ME CONSIDERED AS PROPRIETARY AND THE EXCLUSIVE PROPERTY OF SPG SOLAR INC. AND REV DATE DESCRIPTION I BY CICD APP•D' 3032 LOUIS AVENUE OO HALL NOT BE PUBLISHED, REPRODUCED. COPIED. DISCLOSED, OR USED, IN VAIOIE OR IN PART. FOR ANY 20 LEVERONI COURT PURPOSE WRHOUT THE EXPRESS WRITTEN PER MISS ION OF A DULY AU I N/AiQED R EPRBSEMATNE OF C NOVATO, CA 94949 SPG SOLAR INC. ALL RIGHTS RESERVED. ' CA Lic. #759086 PROJECT NO: 2605 (415) 883-7657 - - - CAD DWG FILE: A-1 COVER SHEET.DWG 5 4 T_ S PROJECT # 2605 PERMIT SHALL BE ON SITE -r' L FOR ALL INSPECTIONS 3032 LOUIS AVE. . R_ ATO M McUMBRIDGE • OROVILLE, CA 95966 I PG SMSOLAR, INC 2187 DESDN ' APN: 027-:270-025-000- 27-270-025-000:(530) (=13)982]18]aa1 4530)532-4471 THE 2007 cec, civic, cPc, r -� ' wTEaF RECDTP. CEO, AND 2005 CALIFORNIA � wTE: `•,TT F SCOPE OF WORK ENERGY STANDARDS AS 11 ! ( AMENDED BY THE JURISDICTION 9.63 kW PHOTOVOLTAIC ARRAY, GRID -TIED. APPLY TO THIS PROJECT. ( 20 DEGREE TILT GROUND MOUNT Tc (56) KYOCERA KD205GX-LP PV MODULES (2) XANTREX GT5.0-NA-DS-240/208 (240) INVERTERS ' SHEET INDEX .4 SITE PLAN: �o L0� 'A-0 COVER SHEET BUILDING A-1 SITE PLAN PERMIT#_� , ASSESSOR'S O PARCEL# ' . t STRUCTURAL: -- — S-1 STRUCTURAL LAYOUT 1 BUTTE Wkj � "'y - S-2 STRUCTURAL LAYOUT 2 ntotaO I '� fj� H ELECTRICAL: t' E-1 SINGLE LINE ATTACHMENTS: KYOCERA KD205GX-LP PV,MODULE SPECS c XANTREXGT5.0-NA-DS-240/208(240) INVERTER SPECS B22 CHANNEL STRUT SPECS B22 CONNECTION SPECS - B22 BEAM LOADING DATA _ r -'I - CONFIDENT g WL THIS DRAWING AND ANY DATA, DESCRIPTN,AND OTHER INFORMA71pJ CONTAINED REVISIONS RAMONA WOLFE SPG SOLAR HEREIN ME CONSIDERED AS PROPRIETARY AND THE EXCLUSIVE PROPERTY OF SPG SOLAR INC. AND REV DATE DESCRIPTION I BY CICD APP•D' 3032 LOUIS AVENUE OO HALL NOT BE PUBLISHED, REPRODUCED. COPIED. DISCLOSED, OR USED, IN VAIOIE OR IN PART. FOR ANY 20 LEVERONI COURT PURPOSE WRHOUT THE EXPRESS WRITTEN PER MISS ION OF A DULY AU I N/AiQED R EPRBSEMATNE OF C NOVATO, CA 94949 SPG SOLAR INC. ALL RIGHTS RESERVED. ' CA Lic. #759086 PROJECT NO: 2605 (415) 883-7657 - - - CAD DWG FILE: A-1 COVER SHEET.DWG 5 4 T_ S OROVILLE, CA 95968 -r' L DR/.VM BY: ATOM MCCAMBRIDGE R_ ATO M McUMBRIDGE ATE: AUGUST 61N 270Bl PG SMSOLAR, INC 2187 DESDN wTE:w•�l (=13)982]18]aa1 CRAIG STAGER `r+ wTEaF RECDTP. CONSTAVCfgN NuuOW. wTE: `•,TT _•.._--..... ,•.� H -UJ AUGUST ONS KEVIN ROSALES E 1 5 _ y LEGEND D PV.MODULE 1 --------- CONDUIT --------- PROPERTY LINE --------- POOL --------- SEPTIC DRAINAGE TREES •--------- POND `--------- DRIVEWAY 4 9 7.. z 1 COMBINE CONDUIT FROM ARRAYS. --`___- TRENCH'30' TO SUB -PANEL. CONNECTTO NOTE: NOTE: INVERTERS, DISCONNECTS, AND PROPERTY OWNER IS RESPONSIBLE FOR I SITt CONDITIONS ENGINEERING ` SUB -PANEL. FROM SUB -PANEL COMBINE DETERMINING LOCATIONS OF PROPERTY LINES4 SITE CONDITIONS ARE OBSERVED3E REQUIREA:) W/Y I YY C D APPROVED p OFTHE FOLLOWING, W/ EXISTING CONDUIT AND RUN TO MAIN AND EASEMENTS AND MAINTAINING REQUIRED a— LANS: s NOT SHOWN ON THE PANEL:! T SETBACKS FROM PROPERTY LINES AND • EXCESSIVE SLOPES ii EASEMENTS. A SURVEY MAY BE REQUIRED IF • EXPANSIVE SOILS r DETERMINED NECESSARY BY THE BUILDING • EXCESSIVE CUTS OR FILLSJlyt • ALTERATIONS TO NATURAL DRAINAGE OFFICIAL. • OTHER UNUSUAL SOIL OR GII ` i INVERTERS CONDITIONS GEOGRAPHICAL I -MOUNTED ON I SIDE OF - ! I HOBBY ROOM , I METER - TRAIN ROOM MAIN HOUSE. , _ 283'-91, o + All ARRAY2. f r� •. \_ _ __' ',�--3g►•66 ARRAY • w —504'-4" • (.TI? - - I I Q IN y• 7 • h H I� 1 I ro q - .. B 200'-4" I rn a S89'29'08•W— • � _ -- -- -- -- -- 900.00' •—.' - _- �������,� SEPTIC DRAIN _ ' - FIELD r A . AZMITH: 200 - - _ - TILT• 20�/128 .i • SCALE: " = 1'-0" - CONFIDENU,L THIS DRAWING ANDANYDATA,DESCRIPTION.ANDOTHERINFORNATIONCONTAINED - REVISIONS - .- � ". RAMONA WOLFS SPG SOLAR HEREIN ARE CONSIDERED AS PROPRIETARY AND THE E)(CLUSIVEPROPERTY OFSPG SOLAR INC. AND REV DATE DESCRIPTION BY MID APPT 3032 LOUIS AVENUE PLAN HALL NOT BE PUBLISHED,REPRODUCED, COPIED, DISCLOSED, OR USED IN WHOLE ORIN PART, FOR ANY _ SITE PLAN L'0 LCVCf10Nl COURT wnn ovmn^ �- s .��•�� •� * • ��••��wl re S.,E IT roDFDR�RR�zFMTeTmPnF OROVILLE, CA 95966 NOVATO, CA 94^49 SPG SOURING ALL RIGHTS RESERVED. a'�—��•+. 7 7• it Lkw ti. _ ., -NlAER BF3BN67: - - WILD•_ ATOM wrAMBRIDGE ATOM WCAMBRIDGE i AUGUST Sth iI® •N40z" CA Lic. #759086 PROJECT NO: 2605 SFOs« 382-2187-i18T a+. 2187. Pte. E. (415) 883-7657 ; !13)I B7 CRAIG STAGER CAD DWG FILE: A-1 SITE PLAN.DWG I—E—PITE: PERMIT SUBMITTAL A-1 AUGUST @H KEVIN ROSALE9 '6 4 9 E 1 C f TOP VIEW 4 ARRAYS 1 & 2 CONCRETE PIERS (12"0) ANODIZED ALUMINUM PANEL RAILS FRONT VIEW ARRAY AT 40' (MiAX ANGLE) 1 --- -----------------------------I , I t i 1 -------- i I 1 I - ------- ROTATIONAL ------- -------- SUPPORTS -- I I t 1 , — I — — — I I 1 1 I - I 1 1 I I I 1-------- _1_--------.L--- ---J --------i---------- ___ 4"x 10' SCH 40 GALVANIZED STEEL PIPE 1 LEGEND QPV MODULE GROUND LEVEL O PIERS MODULE SPECIFICATIONS (56) KYOCERA KD205GX-LP PV MODULE LxWxH=59.1 x39.0x1.4in WEIGHT = 40.8 lbs. AWITH: 200 TILT: ADJUSTABLE* SCALE: 3/16' -1 REVISIONS 32 LOUISAVE, DATE DESCRIPTION BY CKD P/D OROVILLE,CANO STRUCTURAL LAYOUT DESIGNERyl p Np ( tITN110 sr" MANAGER TE. DATE: PERMIT SUBMITTAL S -1I CONSTRUCTION' D C s PROPERTY OF SPO SOLAR, INC. SFG SOLAR CONFIDENTIAL. TMS DRAVNNS AND ANY DATA. DESCRIPTION. AND OTHER 20 LEVERONI COURT INFORMATION CSNTAINED HEREIN ARE 6SNSISEREB AS PROPRIETARY AND THEE%C. PRD►ERTY � BM SOLAR, INC *�... NOVATO. CA l4>14! CA LIC. iCA 94 i 115•883-71157 AND SHALL NOT SE PUBLISHED. REPRODUCES, CMIES, DISCLOSED. SR USED, IN MOLE OR MLT, FOR ANY PLOW SESERVEWITHOUT THE EXPRESS WRITTiN FOR mI /INC o SOLAR ALL DNTB RESERVEDORIZED ` 4 1 LEGEND QPV MODULE GROUND LEVEL O PIERS MODULE SPECIFICATIONS (56) KYOCERA KD205GX-LP PV MODULE LxWxH=59.1 x39.0x1.4in WEIGHT = 40.8 lbs. AWITH: 200 TILT: ADJUSTABLE* SCALE: 3/16' -1 REVISIONS 32 LOUISAVE, DATE DESCRIPTION BY CKD P/D OROVILLE,CANO STRUCTURAL LAYOUT DESIGNERyl p Np ( tITN110 sr" MANAGER TE. DATE: PERMIT SUBMITTAL S -1I CONSTRUCTION' D C s o� o� ARRAY AT 400 STAILESS STEEL T -CLIP GROUND LEVEL (5- GRADE) PV PANELS ROTATIONAL SUPPORTS (TORQUE TUBES) -- DC DISCONNECT 4" SCH 40 GALVANIZED STEEL PIPE 2500 PSI CONCRETE AZMITH: 200 WILT: ADJUSTABLE' SCALE: 1/2"= V-0" r{ 7 PROPER THISMWTYAN ANY A A,OES INC. SPG SOLAR CONFIDENTIAL THIS ORAWINO ANOANY DATA, DESCRIFTION. AND OTHER 20LEVERONICOURT INFORMATION CONTAINED HEREINARE CONSIDERED AS PRMRIETARY AN THE OCUVE FROFROF SM SRC SHS ,DNOVATO, CA 94949 SMALL NOT DISCLOSED. OR CA LIC. #769086 USED, W MOLE OR IN PART. FOR ANY PURPOSE "THWTTHE E><FRESS r 415-883-7957 NRITTEN►ERUSSION OFA WAY AUTHORIZES REPRESENTATIVE OF SPO SOLAR, INC. ALL RIGHTS RESERVES LA 112-14-1 i 4 DESCRIPTION TTI MANU AL TILT �v. MODULE SPECIFICATIONS (60) KYOCERA KD205GX-LP PV MODULE LxHxW=59.1 x39.0x 1.4 in. WEIGHT = 40.8 y L: 3UILDIN(, IOC APPROVED REQUIRED FOUNDATION DEPTH Material per ASTM, 2005 Modules in Landscape Orientation Intermediate Piers End Piers 317---THOMPSONFLAT LOAM, 2 TO 15 PERCENT SLOPES 6'-3" CONNECTION DETAIL SCALE: 1/2" = V-0" RAMONA WOLFE HOME Sfl3 UMMAVE. oROVI"CAUM STRUCTURAL SECTION JAfON DUENDINO "maw If: SNSM ATE: ATE; PERMIT SUBMITTAL S-2 s i X01 I ,t PI 7RU55 - 2x B-OGX 5ETW. TR;f. 5 Yet/ .51mpwN OTC 0 1610c 11/2" 12 A. EXPAN51ON ANCHOR IN/ 2" EMBED. @ 12" FROM EA. END OF BRACED ►MALL PANEL. lb, MIN. WIDTH TRU55 — PERPENDICULAR TO BRACED WALL 11 30 YL COW. SHIVM Es o/W IW'G. PELT & oto. $KrG.R 5CALE: NONE P JE Jyi i P t�i'NING DIVISION - BUILDING PUN APPROVAL`'` Use: Date: C) Parking:____.__—L2ndscaping: Other. Signature: r.� f . rrewool t APN b2rt � 2uj�025 . �� . i �itsToRrj sroRY WALL FRAMING DETAIL NOTE SITE CONDITIONS ENGINEERING MAY BE REQUIRED IF ANY OF THE FOLLOWING SITE CONDITIONS ARE OBSERVED AND NOT SHOWN ON THE APPROVED PLANS: EXCESSIVE SLOPES EXPANSIVE SOILS EXCESSIVE CUTS OR FILLS ALTERATIONS TO NATURAL DRAINAGE OTHER UNUSUAL SOIL OR GEOGRAPHICAL CONDITIONS THE 2001 CBC, CMC, CPC, 2004 CEO, AND 2005 CALIFORNIA ENERGY STANDARDS AS AMENDED BY THE JURISDICTION APPLY TO THIS PROJECT. It shah be the responsibility of the BUILDER or the CONTRACTOR to verify all conditions and dimensions prior to commegcing work, and shall provide all blocking and flashing required for a complete job.Dimensions to have preference over scale. BRACE PANEL LEGEND �'�i �sr�r ouu�tw shr, w- Eiq l r wdilng Ws 60 eves undo. 2 !/r GYP. NW. nai w/ r id aooMx rob • r ,J( dild itEV16IONS 0 -7 '76 BUTTE COUNT` BUILDING DIVISION APPROVED o/% -7 0 ]BUTTE COUNTY SES' 0 4 2V DEV&LOM9N, T "RVtCES HU. 530-SM4.7=1 PRX S30434-91 Sia STORAGUSNOP for GREG. WOLFECHECI(5SIEET 3432 LOUIS AVE. OROVILLE, CA. 95966 APN 027-270-025 jwEETS 2 A. A 0. M- 13 RIGHT Fi Liar omww SIDING o/ vx 2)es i c/c i ce o 4es6 W r000 F 1 F LEFT L9/3r MUTEMP UDW Q/ M a bes *;l C/C I.C9 .4856 ELEVATION %4404 W. DIMENSIONAL SHINGLES 0/ 15*5LDG. FELT, 1/2 PLYWD. WG, OR EQ. CCX 0 EAVES & PRE- ENGINEEREDTRUSSES 0 240 4C & R-38 ATTIC INSU1- M DWnW SIDING Q/ VA Ik acs 0 lc' c% Lr -5.0.4956 lay 1 6110�' REAR BUTTE: GOUNIA L IYI F-RCa NT" L A= 2 LZ 1� C V ITI I'm It shall be the responsibility of the BUILDER Or the CONTRACTOR to verify all conditions and dimensions prior to commencing work, &W shall provide All blocking and flashing required fora complete job -Dimensions to have preference over scale. "Ev:SIONS DRAWN STORAGE/SHOP'f6r MM WOLrE CHECKED DATE CHECKED OKED E EOA T 3032 LOUIS AVE. $C&E JCS No OROVILLE, CA. 95966 S. ET SmEET AM 027-270-025 -Si Ill ' I j 0//T Z.L4;/ATiVN_ s c ..r a r tis'• r . •. � ' . 1 _ ;e:-`; G.�IlP ENC ♦ttirs : d.+J! LEO 72 E.t TL E L E .V .4 r /. O M .•ter t:.r t .0 �/s'. s =i!.. lk _J Kiri;. � � .. .. ,''a.�y.� . � .:' : ��R, � tSny.-..' . r. � •tl ,.. • i ��i_'y Y�i � 4 i�3K'y 1 "mss .�y�., �.�',� l .. .. .. CONTRACTING .. 2Naft eta; ATO M 477 �tvd �O cIV.AOVGO,,CA Wo am ' 3032- Goc��S PA 1 vLµ d � /G N T S/�F ,t,,,:• E %.�i T/ (/i1' cZ�tiGN STT/LC• — -- - - - ---_ /N•.rr 2 acct 'xr Ie ��.it /A'` /p,�wnrc�t � r Y Y r i. el�r�a*,'�•,�3"'.srt JlS��..� ��i � r .7- � ,' A ,t 3.• «.N -r 1 .r :i_r`.L+p,'ytcr:n A Vi { �`. lk a��'s• f -'.:ii, .�lh{�r�+4•t 1•-, �� %:•i..:;y �Y . ! lC'�. K. 2;yL �' rfYtt.. t cry -,?.e a .u`,: F,. a:. rL r . . f; • ,gtiv. �-i?t�•�-� ..;�; ,;,..,.,'!.:k .x:.,�.•, �r�• :,r'' ...sr.�•�,st�•z-:•-aa..., ^,sem,.• ��^n� %& Mn USMOMAL DOW KWM IIIIAM Sr tti b46V /-/V/Jve. Ir A"r "On. -M Me." & Amewd4oce wilh of •:4 ,=cn P�W fw *• we a= in #6 UWASIM Cold" Mold, f6 06 So J I AJ t; "n A) 'IF ;p ojS`Am%%`r'Om -!a I LLJF --.A Jle �,rakc oA �...� - _ ___� 'i1 -1 I x cow G zip 000' Droppc U II LlEff r A fo 00 Z/s= J -000, Jt 7:0- o1Iv7wl. AORL-4w %r As" �'vlk ^&0 6pf 16 of a, *iiim OrA.* b waleftyl orb-@ a. S"w ww1m. Co.. 'tr Of L*�L C* -9 A. WILD-ING DIVISIC -AD E D.f 31A WWA .. L WF,A-::: oil. c*&~ r4w H* A Ar- 116"1 F•• T"o sm Mos BTU mm At APPNr wk W. T"o "On. -M Me." & Amewd4oce wilh of •:4 ,=cn P�W fw *• we a= in #6 UWASIM Cold" Mold, f6 06 So J I AJ t; "n A) 'IF ;p ojS`Am%%`r'Om -!a I LLJF --.A Jle �,rakc oA �...� - _ ___� 'i1 -1 I x cow G zip 000' Droppc U II LlEff r A fo 00 Z/s= J -000, Jt 7:0- o1Iv7wl. AORL-4w %r As" �'vlk ^&0 6pf 16 of a, *iiim OrA.* b waleftyl orb-@ a. S"w ww1m. Co.. 'tr Of L*�L C* -9 A. WILD-ING DIVISIC -AD E D.f I �rc•.ti. ' 5'J• v.•IK�I IIKI `I•t " fNlwy to cK me c 0.41 I .ftio..uxp N codl6 j A•' TINT • -� , II '4 r RiM I'NYNv:: 1 I I i-rG��01K / Xyl e �• J. •VII.. -f I I -+r--'--...�—. I . I I __� ter¢ rar►vaNt. ialnrsr I ` ` . T .. •� � 1 }� � �•. i'- _.'f:c•_ ' t.S•s'•-f • - �-s---'-• J-�-' �, sas...�.. J.': - �'t t � I ( i 1 �' �-- �•GyNC. �IGC�i. a t r 1 ,•, �- .t•r.� x� 7w/a .ra.:».•�R>>'f:�ii'wcst-:J'•rvuwrr(�wi�j�µ�k'"�'.�` - NOTE U2 rlc /1' /�d/CNk i1t i ,yfaar.N/ WIIj'MsN• !f�/M COlNiif A.vI L.V/ JAL/Cf i . 4'r /i ' FO//iv D/v Tip v Ylv /'S • - _sz`DU�i/�'.9;�'lyN� �L �,s j -c.. a s vim•. ;+.r• •4 1' 4 • /'Yt•TyF rlr.rrvwwn �,yea�,;,f •� +fix Ic : fs•t .Kri • ra •/e. GA:�.lGE e'Came. i-LIO.G �FCT/CN /T /? 1•••' 'l:.0 rr Ta r . '+G S TU./&'m I -scCT/ON .Y -B iV2'x /I-.�a[vJL may. ry i• •c .•T4'.»u �.EC 7"'iDN C -C Ar .•TIi'-Tcrlwal/ t'a� %-:.tits. ✓/Nta'i s: /f �C � ;'s:?:* Von ` K . ;r • .. - .... .:w . ••� • � . r t - y Al*~AFS to y; . r.. k- Will WE #/ale RX imAr-mvewa e'VAn#) 4 c V, t 004 W8.4 W.TN TOORP SN.'O is Va- cau wwwwoo f~ -A Ca to 27! /.9. 5 1-$ ---a- wes 4"4pevr. iiiiii W4k Morro. Morro," X.040 Vic Cs/& -frma Ov. w 4j. WApow, EL. - =��� I' �C �f it �� �� II ;� � ; -Sie r#X— ,V,,47eA; '251e&C OM .,;oV p & oi, -- u- Wic- P -W& jpfcx- S, Z.V. V,eAe",Ac 4,- 4 " wsw. 47.ot A. A* v for x C. V.4464, -v e ewa-- A Awj�F&Ar S CAAO&* Alta vv a PAK to Z4 RIM 4' &47r770.r AAIP W0149 *A:, Xrlo..:4 AOPX AN 'if 7WO—.K 4"'Ar. lwojr�� 46PV(.!,,W wm ccom DEPAP ',I .P36 APO , J6 - =��� I' �C �f it �� �� II ;� � ; -Sie r#X— ,V,,47eA; '251e&C OM .,;oV p & oi, -- u- Wic- P -W& jpfcx- S, Z.V. V,eAe",Ac 4,- 4 " wsw. 47.ot A. A* v for x C. V.4464, -v e ewa-- A Awj�F&Ar S CAAO&* Alta vv a PAK to Z4 RIM 4' &47r770.r AAIP W0149 *A:, Xrlo..:4 AOPX AN 'if 7WO—.K 4"'Ar. lwojr�� 46PV(.!,,W wm ccom DEPAP ',I .P36 APO l CC1a •1sY N�J1 t/�w dli) 1 �,• /'j i C&MP SWIMILc"' . A i Nnwssirs 9 2:0' •• c I ' �..� SMrii+.:wnra•a. sr i Sliwlfrr rr+ll inof ftna fi.l► F s-c..r/ 197.- IL LO G 2•rCe!lw,, ! i � r - c/s" ,r:a•+•c. car r...._. . • wnlcr NMf Mn - A.� f"is / .w - s1«I welre dry. p► rliw .. BUM COUNTY APPRC2V. :. . Fa - ROUE P4AN .sc,rcE .: /�'- i��• rp! OM folk, to I pr"r , , . .. 6 v" * CUT HAMMEWILL GRAPHICC-Py F ;o I -M AO "Ap P .... ............ ............. . .......... ....................... '.I. — U.................. ...... ... . ...................................... .............. .7. 1.-. S.. Y. Z jC,.' JL", Sql. I.f A P !;:;* - - ' ' • *"i: - - .'? ..I. - " •14 " I. A - A "A -IA • CC 1.2 .. ..... ............ .................... W .1.2. . ... . ....... ......... T. t. ooi A—. I'- ."— ".. 1. . — I.- I,— ~N;, , I—I Tm .A., ga.r... ST —1!. !1 "• . ......f..C.. A .a ......' A.. "." .......... .......................... ...... ........................ ........... ........ . ............. AI A— r 'A. ".1— .1 .3. .1.1 .4.1 3.. I. A,~ 1-41CM 1-M. A M. I.P.Lf—A III. N-1 'A" A.M. IA= .101 1 8 :'VL0tA ILA— .. I :24. "As —M A .3 "A I. .— VIA . .11-9 Vsfw0o. IL AIK& W& W. 14CM V A •«_............ .............. . «.._.._ Q14� N. -i.e. *.t2. n.aW 11 t AL. {NMN I AM m A, C `f_ .— : "—* I*.—. = ..I- "-to ,+a I- ►A W -AA_ 0 LA 4W GRAAWKXRT�APERS M.0� ACCURACY GAUC . em" voweetpupda""too"dumw bww "Wtv"W "*,I .. . . . . " . . . ill 1111411111111 11mint ml 11111 Ifilil i I 1111 IfT?111 :41*1 1", 1 I -T, 11, 7 11TIIT T F1jiLj1j p - J. IF. A3bA7S* COMIPANY IL 7 411-11 cAr WEBS ZC4 I NC a ": I COUNTY V. ... " "/ - '-T NUILDIN DEPARTmEn IA.411111 AIX, j'. 41`4 1 APP OVED • T.17 ht -..t VICT-9 t7 = L 111,71 M,3 AIM, 1* 1111* ure ta A :.d ALI NL*.w AM No 0. it vifc It, Cum-_.. S'VS MI 141 1 -791/2 453/8 45 553/845 3/8 15 Relocate duplex .end of counter v armoured cable E 2 15/8 194 -481/2 66 F A 6 3/8 * -- 2�4—�-18 + 36 I I I 1 16 1 � I I %E uFiWO;Wr "48 17 6 MI P-0. 7 �8 26 195/8 335/8 51 3/8� 15/5/8 � to co (N M 0`0 �-- (O r � r M CD � N _ a� N �N .oat ti AMM N MM M N CID M M r �MLo1;O 481/2 3 /4" back 13 31/2 167 791/2 6 1141/2 � 4 453/8 E 38 /8 683/8 26 5/8 21 5/8 5/g 36 ? (x-/81 3/4 - /8 31 3/1 5/8 15 15 N 1 2 _A 1 1 1 F M — VA-U .771 N F F N to tiRecyde 2 existing switches add switch for fan ece - Q ---�� 6 3/8 4 1/2 19Q4 15/8 36 . --- f3e�-06 — e878 BUTTE COUNTY BUILDING DIVISION APPROVED— ; 2 � � L/ 6 5 �0� r M' � I �I I 481 / I� 3 —�I� 1 /2 36 � ��`cv 26 36 � 6415/16 6713 16 62 1323/4 N r LO Q L 1 1 V— I I co M 19 , 15/8 15/8 27 1/2 -41'6 97 -- 451/4 Relocate duplex & central vac recepti on enhimn 15/8 15/8 -- 1 �- 27 1/2 -� 843/4 I ou N r LO %II IOutlet on end of N cabinet C0 M Duplex & phone on this side of column Wolfe Re -model Scale: Approved by: Drawn by: S MacNeil Date: &4-06 Revised: JCP Contracting ., Drawing number: J - 2Ti3z � � u/t /G�rc�fF,� ,r{�dEL �-i-O �o L, n,.;,Jt.a.= _ „H. ,_ a 4 ��, �� t !'k • y^. , n,,.qs. .. v � N � i ... 7� ...� I ItII77- IAN p M P A U TYPICAL PRAME I1,,,l ER AND BASE FILTE IVI OT MOTOR SHAV`I�', PORTIONS ISKIMMER" PN*� fpEN T V wo-ft- - SKIMMER REP -R RE DETAIL SUCTIO ILtw.,r AREAS lzp. Icl "'ME R PETAlt SUCTtON TYR AT FLAT 0Z e;r iI SU('71"'It N I:7—= CORNER.' SUCTION]- AR, ITYR AT IICORNER I!DETAIL V IIl'yp. 8 PLACES It IINIIIIN PANELS TYPICAL AT ALL JOINTS IfORNERSj IIIIIIt tRE TURi�!-- IFA' FRAME IITYP. AT A�L4 I451 IIit�BROKEN LiNE REPPESENTS PANELS FSHADED PORTIONS SOLID L INE " IN ICREPRESENT FLAT AREAS REPRESENIS (EXCEPT CO�RNERS) COPING 7 :7 t:.:, \--IJOINTS. 1 N P41 IIARRANGEMEN1 IBROKEN LINE REPRESENTS PLA F POOL ARRANGEMENT OF COPING OF PANELS 0 F L 'OT SCALE PL DO K AN OF POOL 0 N07 E T- 16'x 15, 2 0'); 4 0 L 0 NOT SCALE AVA V� ABL F S D ILAZ 16'x :32x 40 - ISTANDARD R E C TA KJ IIIIIIIrSHADE.D. P REPRESENT, It41 E R IFLAT AflLrk ISKIM IA RAMt- SUCTION IISHADED POP -Tit) IIItIREPRESENT S )N IIIIIII SHADED F-lpJRT'V-J3 IAREA �SOLID LINE RE A RANGEMENT R IIII,OF PANELS IIIIIIG R OKEN LIN4 ,REPRESEW II...... RE, �'N, ESE N T ICOPING A R A N G L fil N T I%�RETURN It%RRANGEMENT R N IIIIDETAjL TJ AND IA FR6, T ACES ARRANGEMENT TA iL !FILTER 4 1.0 OF COPINC-1 AN PLACES IMOTOR Pl.� AN OF Ni m 0 PLAN OF POCL I)T D N ItSCALL E �A 2 I'x 33' TA 4 0 L F L. " N PQ 0 N 'A' FRAME REQ'L, FOR OTEI NO A L STA NDARD Ve!E x 2' IFPAME REQD A NO IFOR STANDARD SIZES I1 4 IIIE; -PRESENT TYR AT DETAIL V -FI-A" AREAS A FRAME SUPPORT II7 4 A D f- 4 PLACES TYP AT I-----'�--(TYP WFiERIE SHOWN) ''PEPRFSE N7 I�CORNERS A f I N't A7 AR' W H IETAII, V SKIM, 7 YP EA SIDE SUCT, JN' ir OF STAIR UN f r ILI IE III'�RETLIRN I 4 V 'A, SHADED PORTIO I+ SHADED PORTION 'SENTS REPRE, 'REPRESEN T -S IFLAT AREA LFi Al AREAISKIMMER IISUCTION 111FILTER t'SKINIMER '�t,fRETURN SUCTION 4.A II14, PUMP AND 1TS LiMOTOR OLID LINE REPRESEi IIARRANGEMENT OF RANELS P AND IOR �,,_CB.ROKEW UlE REPRESENT'3 A;j IRANGEMENT OF COK URN Sot -lo L INE REPRESENTS A FRAMF L R c-; ARRANGEMENT 11 OF PANELS TYP WHEPE SHQVVN) 4 BROKEN LINE R E T -, R N REPRESENTS ARRANGEIMENT1 Of' COPING .- , ff a f& am; ,MO'rOR P -LAIN 0 p L- 00 'NOT SCALE K I D '1\J'E Y 18. x 34, IIITURN RETURNI IILI) IFILTEW I'umr A Lm OTOR IPLAN -0 F POOL DO NOT SCALE NOTE NO 'A' FRAME' 1315WO IIFOR $TATqIDAO,b ROUND 2 II P AN. OF POOL PLAIN F POO L IIDO .0. DO NOT SCALE NOT SCALE IR(. I _.EN _,t,_Wj-r H A 1R.4 0 x -%ONaOMY E OVAL I x 35 URN Sot -lo L INE REPRESENTS A FRAMF L R c-; ARRANGEMENT 11 OF PANELS TYP WHEPE SHQVVN) 4 BROKEN LINE R E T -, R N REPRESENTS ARRANGEIMENT1 Of' COPING .- , ff a f& am; ,MO'rOR P -LAIN 0 p L- 00 'NOT SCALE K I D '1\J'E Y 18. x 34, IIITURN RETURNI IILI) IFILTEW I'umr A Lm OTOR IPLAN -0 F POOL DO NOT SCALE NOTE NO 'A' FRAME' 1315WO IIFOR $TATqIDAO,b ROUND 2 II �%. I I - �, - I Alt j .- . I? �Ili .- -1. _ ,�,_ I I, � � .11- 7 ;1V , 14, � : 11 - * I � IE,',x I 0 , . ., ky, � , M -T� - �` X ,7 "r ,7 �, i �U�, 5,1"', , V, V-2 ,f, , 4 � , , -, � I -,,I ..; .- "I � 7 7:5 I. VIVIC-��_ . , , ,I li� VKA7R��F� A�,qtj.,g �; �Z,Z7-7 =77 77717 Ilm-�-,X,,A-�-_ "t ,j , ,,, ", %-1, , , �, , 1� , , ,�� , , � " 0?`N',W�11 z . t , , I, / ,7,'f,' 4 �� �� , I , 1, f , , ,l � �f,'�',-,'�,I!jw� N? S11%, �14 11;�,�'il_` - .. � , " , , , , I - , , I I o�;�q,I� �1� , -,,,, . r 11 - i — , -, ; � � .. t, I I, � " .", � , 'i - - �, � �.I,ft ��1,4, , 1p�,' ."'. WV�, - , t "", .", _�:�., � I 1,1 � 4" " ffv " � � I � -,� % , . I � , A b - - , 777 771��-' - �1 � " � � - , I,7 ,:,�,:�, - , " 41" � , �, .., _ - I � XI: ,Av. 1. .1.1- I I I ; - � .1, " .11 I f `_. ��,_�j '. , . i.1. -:,I_ . I - - ., �:., � ., � �... ,�, �� '.. " V , I � �, I I V ", " I' -I'll Ill -.1 � . � Ze,�"t.",;"T�,��,�,,��Ln'""', . , 11 11 ,,,, ,r I . I I . I ,, fo. � � ,, ,I , , ., , , , , , 11 , , � , 11 , I " - 4 ,, I I .c, i: x", - . , j-, � I - 1". . �� . , - I , , ,�,� I I. I , ,. I' , ,- � l I , -, ; :4", .�,,��""I���Ill,ri,",Wl�it"ti,t7?�z,?,,77" � , " ,, l I 1� � � I ,�,,ilj,jt" I , tv" I - - � . I 1- I . 1, I ''I I , I , I, 4'kii (." 1, 14� , . � I - . I .� , . , I - I , ,� , � I . , , I , , . " 'r , � , Rx ? N -�c,l ', ,4 , , , "!; If - '.. - T", 11 . 1 , K " 'A', I .j �! ��.I� , . , I � I" � � I 11 7� -4 I , hi�, I . - � �. � I - , �, j4 � I k i �j' I � � "7::.,W,Z4 r I I 1. ..� I I ,� i, . � I " , -1. 'I', . , -�� .1 I !, " . I .1, I .. - I , -��, ;�: ,k -,-,r �nmw, i;1 ,,,.I, p I � v -�'T'�,,,,v 1, � . . I � A ,�� %; � I I , _, ,,, , - "'.", ,,� , i, ., I �,,;_ , , , , �. 1, 4� ,If �,17.' 1 . , M , � - U, �" ,A�� _- ,4�1 " 'It .1 I I 1j . �' ; , I , , . - k�,,, i 1!�;17 44�� 1 IV ( I . - I I I , - , �" I j'VT,V,� - ., T,k` .'i 4, " .V:':,% I � ; i -I .1 , - " # , � � I - 14' I-m!m - � , .1 �. L c- " � � . 11�,i�` - � ��,',fi, "'gN ,� 1. � . 'J�j, , 'j, .1", , ". � � I � , " , . ", �, - . k,,'t ". ,. . ,:I : ,i " ", .1 - �� 11 I I I . I . , - 1-1 11�1110 - I , . � I ,� , ''I I ,,, �, � � , K I . . � I I . "� " I -T,Av,� j"Pt t,�",?;""","�,t,-,P",e-k"�p�4'17,1�.1--�114� �,.'Il '%,4, ifl-% I 1;-1 I I 1� - �� �,7�j .1p I,�JIII,!114 �_Ii � i I , , I � " , , " , " t 1, 12N III - ,� , I 11 �� , -,0r� ,,�- .- J , . , , I I , I, " 1� I , 1". tj �&�:, ,q! 1 1. -- � III, il . � 'I) a t 'I- , ,,,, ', � - , li-�,'-,'-' ,it.`-) ")� - �, " , I 11 , I "I � I I I . � , , I I 11 , , g" ,"e- "ik , , 4�,�:V J,;6- w �WW,, � , I-, I , , , - . .- . � � . I I . 4 01� g I . , ",k t , , P " � I I � � I , '. A�v I - , I Vmi"" 'i ,ftm ,I,,, , I a" -li , g, �?,, I, i� Al. - 1,4" W - -k, � - .�,,, - ,z, . I � , I .111, .14 1 _*,�,��J`:,�i�l 1. *"'.,-� " ", - ,AWW,M�i - I � -1 'u . Z #� ,1�d,i� �.,'-A`,A.�_r' - _ - I I "" ! �� , � W1 . 4_`�14' --",..,,. i " � , , _ , .. P, I . " ; i'. I � . 1, i�`i,�� 1,�,�, ", I . - "I I�I', , ') 44� -, I I , I ' ' I � " I . . a go, "I'll, . ��ii, I 11, � � q 111��;, I 1, , - i, ,�.�`` It, , ' " ' : ..... I , ", . '6' " - t:.� f,lt , _,*r,__ . I 'd, - , v - , . .,� .", " I- 11 ri- �V,,, �, "N' I', . j , ',�-�,,j �#, , I " - 1� I it �"-, .�jt ., - � ir , I ,,,,I , I I , � � ,Iel,,* 'ft I'g T' . �q. t� 4, V I �Ii ��;., , ,,,�M,r ...","I" !",,,� 4',-��, � ! 6 I " . '� Z,t;p"'71q'�,� ,,,,$I"y, 1 )$TRAIGHT- �S;01 * * I ,� ,i,;, , I , . 'q_; I-, - , ��?, A t!,-� � jl� �,,,�,,% ii " - i - "I li- I I . :' I ' I I I I , I . � , - , ".. I 't , ,:I, .�t .�11 � .�,,Io, ", ,, I 111�� I e', v 4% ,If� 1.,�.�Y'�J,, ,_�e, I til , �, t, �11 ,Ar %1.'I . - � r ,� , I,W - ,I�. -i �4;J��:15t',�,- -j,p, I— � I ) , �,�. ';1 ,f�� I ,W ,,- 5 � "��l"-,.�,'�",�,i�,�l-IN-",�k�"-' ��IA'1`0:-., %A'A S. I I . 1, . . .1-.1" I - 2' ""I'll IF RS, t!fi . I 'r, , , � , ,"�AV - ,�,E� " - R _,�, 1-rf, �; . �b � - I I �i' .,.,�,�. ,,, ,l4,,';m. . A ft 11 .k w , . I�J , � I - i, %.��,- Xv 1% - -1 I ?3 lill f', '11.,� �, �� . , I , ,, . - , * A � 11,� I � I�i, , %i R ", �_ , 'I, �" - -, e; I I ., 1, , 11 � I . 11 I . . I i I �,f , vk ,w�, K i;, IIi,-ITA I, 4 .1v_ I 441 "I .I- 1, � � � I" , ;. ,,�" �17,1_,,' . ,-;�,� "'1-1, � , � ','�,, �4. :, , . "I � �1 I 1 .,-`-4� �*,,, i .1, - �- �. -,!-�,, ,11� ,,� " - - I ` i" -y ^1 ,,, ;,;,,, � V�-, .. i, -,�,,41 � " I 4 i� � � . � I 1 4 1 0-16 ," ,i�, 4z, t, �,,,VF`V%i, , - r, , , v, , , " I , ) z�l I � 9 �, ., � , ��,�, o,,�'��-�-'!,,,, , 4" t , l ,� � � 1, - ( I 01"', I , - .". R ,� I , - " I , 'A.4" , , I I- "v . A 1 Q, e, ,41 4", ,� , ,�!. 1, "'., , I �; , I_yt. * ,4 " - "I �t, ""A'It ��, " 'T'4. , ,�,, I , W I , - �',- �", I I% '" "Al �. 1, � , , " I'll '1� Ili , 1, . � I I � � ,�l �, , � , - ". , , I. �1 �, ��. ,�. t I � 1. I �v It i, I i�jyt, . �J, �,;�, ')'��t? " fi� 4 , -,-� ,,�I�t.'�,,,i-�,, I ,Ji:, - , , -1 , , , , I I., ; I +�:" I fro , 9,14�cj�,ij I - , , _ _�, �: ii� ., �� �, "'. " ; . , -I I . , 'A�,',;t' .f�,-, , , ", I � _ _ , 0_�,)r I ','o;�r , ,,, , _,'.��,� , - "I, , - 1,,�,:f I. �)Kq, , I , 11. , , , t", 0, , � , .& , . v�, "",�,",, :wW,-, "', 'i ,,- -, -v , , �, .", fl�,� .,�� "', - , ,,, , " ; I . -1 I I - I I - 4, �,� , - A '' , I I '' . , I I , 11 I ,� ", . .1 �- 0 , , `�,N,,%,, PQ '' � -- %-, i � �#`Ii' ,", ,4 'Y , 1,� took , t ,-� .�q,,,, � I I , N V, , ., - , 4, 111. _ � , , " I � % km -,i�,A-�* `_ - I '0`�� � . , � " �j v ��,,�, , .. ,,, i, I 'I i� 11 ,jj:,Akg".;�� ,-,A "i", I I r � , _11plit ',� , ; 4 I.e.- 11 '. � . � 1�t,lf, �-,,, 1,;�4�;��:,.� 14,i',*` '. . , . , & `4 " �4- fl �'. , i I , &� � R �1 I 111 'i,)�, ", I �,�', �,_" I,, , I 'j, � .Q I 0/6 - 16 x - . ,� � "_� . �;�,,;- " � ,� i�_ 1 4,01" z", ', �', �,, �_ z,, - , Y 1� , I � I , 14 I'll � I I � -1, , A- �N -� v-- V� ,z ng, , _� �%- - ,,,- , I It I , I I I , , - -- . _�_,-_ , == - - -,,\, 1 y ,, � , � � . __ - - ,, - - . I i,, - "if " , , - . , - N - , � -t �.i ��4.,,`qa �, I'' ,� If �`- A tl�� 4 " 'M i� � ., , , , -, , , t I I I ; " , I �r �X4,?, , ", - � , . I . BOLTO : - rl."-i� I � , -3, , . . g-,'Ift_�!� ,� -i". " ".. "', "; ,,, , l I . ,, " ;,T ";" I, , , ,I*' , : ,,,.,, ., � .,�t " *,.,� ,,��' 4 1 *a�7�1'.,Vlf�� ., , I , � A � i� " IL Q . , t , , � w , I �, � I �, I . % ,- , - � � I,!:, , - , � � � I , - " �,�, 1 114, A iv- I , . �� , � " �,, ,oi ,;�.4 , AND 2 f',�,-&�'. .", ji 1; ,, �r ""'; . _: 1_ ', . I , >- - If, � If " 1�1�-11`111 , . '1� I., t . � k_-, ei#zl , , I � I L,( , `� v ��J,ik, ;., .,� , * , : " 11 , , � , ;,_ z WASHEF I:xl.)�",-` 1`0�,!� -j .- , , , fr,��, �V'.,"C�, - �_,., I il:� , it f 11 � u I b - , ;`-,?1v,:'1,�.j, 3(wll , �. �q. � - - ',�,�' ,, ,, �-, %..L I ,,, t � , ,� ,4 "". .1 ',17 l�� ',� l'j�,4;%I� .., " , ,; �,�.--' ` � jr_I,,,,'-' '�� �j 6 Y6 "'14 I x I. - LONG - t- . � I k4li,Npll , 14 �i .-K ,., �11 , I " , %�, - I I . :v, i,'*1N, � � ` ."i." - i� ,,,, - . I � ".1 I '.." I 'i �,,� , ", 1 �7 �,, '�-'l I I . I - i I ; - ", - q , . , - � 11 , , ,, � ' i ' ' - -L 1"' I I . - ,,� , _4 �j , ; 4 fi�� _41,1�1,1, _�('_ , -, , �7 it. d " ,f',';� � . , ,", I ,,,,, ; 1" ,-i,.1 . i ."?jxl, , 'A, i'll , " " " , , STRA,10'i T ,� ,�09.,,- �""":�v , R-0 T o N Ul` 0 ., V 44 , '�,� "L '; '','.�j �; )., L �,,� ;, I .1 . " I � � ��_-, 4,,.:; ;,, �, , ,��,,� ,,;,�, ' , .. I .. . 1 4 - ",r %l,,� .__ " i, t. % - , - " � �41, , - - , � ,,,),, - it, j �,_- -j,,,�,�t� , -��,"� fL,. -T, _ , . -, ii , . �� , I "a, 1, I �,_ , . , __ -,I;,',�Z .N,A H I .,,-1',,,_ .j S. . k;l . '', � , AM " .,A tRS- I ?�i�� 'iowll�`�.111a_ � I I '1' ) -1 - � ,,, �A', � :�� . S' � , -,,,,.,1,,1' --1 " "'.., I,,., J ,IT I I . ,_�, 0 �_v �', ';- "�";, ". I -i I " ,,, 1�,4�,__:., ., 4 4 ,,,,, � �ro - " �� " -", I . �� '' , I, " -, � �il �. 1,1% f '' �, I �,� I * 90 r. ,z�,,i:t,''��,,, I o ""! ,,�,� t'�U,-`:"IN-.- - ,� - Q:,. i, . 11 . I 11 , �'N 1, sr"I7, , .� , " ff� ,�,I,I,,�' ` � , 1, l ), 'I", I � 45 x x I , _: ,�,' - " " I.'.�'! �, _. �', _, -"�' 1'4�' , ,z,-7- ,,'. , ': , � - 11 I - I . I , I � , . , + � , I ," -, ... ; , .� -1 I,,-.- - - - - - _.t ,,j a , , 'kj'�'?,' ,�'L, , 14 GA. FILI ,!-��il,,-,,��,,!�9 ".1 ,. .�.. A��_;,,� ". I 111—k..f; 4" ` ' % ' ', -� AA &A.- J:i?YA-_1 WA -1 I ,:," ,"Sk , � -k �t _� It, 1 - - �lv� �_,�, ua7,� 1. . - � � , ?� ,,Y,.: 1. 'n - " -. - �: ,'- Nf! � yc --', -.- - . l,� , ,-T T , lw$-�*, � I r.." W." ,,?.,-,,—, I &"t I - -�C.. - 1 I ,� ". '�;C--,,�% - `� '' I - -11 I , N . "i", t'� , . " .1 �, .. 1,"�! - iL '' I" ') , 4�_ i I �� PA N V-- L "I" f - -li, - � 4- ." I , '�'��, ", I 4 , , , ,t;- PAN E4,'� - ' � . ,k,-",%A"`I- � ,,�,�,k' 1 "k".. I �' I �:";'!,:. I 11 I , ; � W.n;, ', I ; - . - ,, � I 11� --.+" , I �� 'k . �Ii , -, - , I " - , I I I t ,_ _ , � �,,��, , , �, � I - � - 11 � I ", _ !� � � " i, , 11, I k " ,-, �, , - : , " " " I . 1A r,,, A .z I 'Pi;�,!�,,��,*,.i' - .., , . 1. � - Pr)nl I . V I . : i. . ,iii-,%; - )I - ", 11 "I 11, ,. I , � . � � ' __ - � . " . ` I 1 � , . ,,.��? I , 1. , � � - I 1� _; I - . J#, I., " , , ,41.�t 11 11 ,a , � ��,:",', � I � 1� �1 i , , , I WALL PANEL t,r, - _ ,� , zt ; -, , - j , - , lj�, JI.. , �--,� " .1 Il_,� 1-1 . I . .1 . . , ;,i,`-� --, 1 4'�, - �.#,r '' ". � , , 11 III , '. , . 11 ," ` - - - , - � " ,-`i�, '10, I I I I I V , " , . :_ ,� , 1. I �, �,�� , , ',T� ,z, �U I t , ,,, , - � 1� , I � . I . �� I . , - ') I � I I .% I � , . , `,� -,, . . . � , � � , � � , " - I , - I I I 11 . I � I * I I 0 I ,,�"iI I - , I ,,� , "'.""'." 't-41k, � , , ,�, , 0 � , ,�L , , , o"u" I � If " I. � ,� � �, J� , I.. "I - � �,,� , ", � ". 1,1- . I ", it,. . t .. . - , I � ,,*� � � , . - , � I It . I I � ; I .: 11 , -1i, � I I , � r. I il rI4 I I I iL , DETAI A D E' T. A I L 6 �T .1 'ti";z I , , � 1, � ; � ,,� I 4 4-.;�5 " , I '' I A. . , I , , I 1��1'11�.:��ul'k_ - , e-1, �Ia � 'I "I '.,� - "t, , , , '. I I , �7�, $�%o, .1 1A , -1 - " , , �:� I � 11"� I . - 11 _ I o I I I : V�% . I 1, � , I I � I I I 0 0 I ". , 1. 65-90 ��CORNF;R � I ' — 0 0 - 4 5 90 I FIL LER ,lr� � � -1,11 ,, �';,:, 4'ri�.,',,'��'-tl �, , %,�.)r.,f :* , .1 I,- i 1, ,,, - - '',� r, Oip, , - ;,4 ; rl_,� , , -,li ., , I, �' � � " .'' - I -Ir . - I , ;!_ - I � , . ,,, - " - I � � , 1� I . �' ; '. '. I � I 11 I . 11 . I , -16 I 1� F11 11 FF? , all:�_RFMRI V I it I PANEL ASSEMBLY I I ,� 11 � - 1. �0I , , o', I I 'f- I t �, 1!_ I 11, ii'L . I I I ., , . , , " I � _14 11,� I "It" -i" ", �,",� , .,,� "I �� I � 1. "T I " I ,q'p � � I I l . � 6, -, ',,- I 4 , I , _,__,__� r _ I I I `�,� _t " I . ! I - " ," -,,,- '� '. . _- ., , 1 I - � - 11 V,';,,�Z 'I,� i, . ,� � � � � ,�, ".'i-, � - - ;LI;�' � -i�* , , . . ,�'i�,.��-.,,Ot� , '11;, il , � � � � I , � I , '. ,' , * ! , � r " '�� I -A, AIL .. 1, 11 I I 1 N,A;�,�',4 -�'�' � , I I . If if 1 1 . `I,�', . , . , " � , �, � �, '1141-t 01�i_ 1_ � � I I ",� � I . '_11 � I ,. 1, I , . I I I " , I - ,- I , � I ... � .'' �, ", _� �' -, , l, � I R , , _q,i, ,�� - ."!I .1, I - !� � - ", " : , If 11 I"r' 7*,.,.�_, .,�,,,,��', ,,�� . i 11 .�� , " - I I ,� " I. , I , 1, _ - ,I-�,_,� ?_ I I , .1 L - � `_ , 1�.' '4W".11I, " I l, It-,",_ * )I . I . I '. � 11. 1. , . . � . - X_4�,' , 6� 7--�, �,;:,,; - � t �.A ,-: � � 11 I �� I 1I I 'I, , , - a_ , , IF ;, "t ,."," - -- .! .. ., ,, , - A I I I ,��z, :� ,,��,,,-�4)��, L, , ,� , ,�,�� ��:, , - I - ". ,-,e � I I I I *j, I I . . I ,ry " , f ,,if V , , I ��'!�,',. _�- , ,-v� , , , � tk�� i 1'c.._4,1; - ,�� , - - I .1., I I I - , I I � 15F �,�,,� , I I.:'. - � . � '.. � ,rf.. -o � , � , " , , I I 'i f, � i�"_ Ir. I 1, 11 Ao - 1 '4�,.f, IfL " , . I - , � I � , I I , 1, ��,! , ,,, T ,. , i 11 , V� _ , I'— . �� �, 11", , , ,q , . It .4., 1 I'll I , I ", I ��, ,�, I "', �,5�k, " - ,_�,i� � � , I, - I I �,' �;- - , _'. I ��,, " , � , � 1- I � I I � , . I I , ,,,� " ', " ,,�� I I . ,�- �, , G , I , , 11 � I � , �- i". '. I I , ... "I ,. , , -p , - , - - ,,`_1'_ .. � 1, ..:" : I . I � ri I , I. " , � ;, , �. , , , . , , ert 1 Al � ,"� _� , � , , , � ,; , ,; � , �� - �r I � - I . #��� 0 x',� - -, , I � 11 :_ - , "', , � ,� r , "' � , , � " ,, I , , �, �, 1 �i,,II'. ,,, , - . T�, r _. -11 I _ I " � , , I I " I . ", . - " ,4 � � ,r"_ . � . , ,I, j� , � - , �� ,,, ! . I I , , . 0 �, I I ". . , - 1� I I � , - - I � , � 1, � - 1, I r, , � �li<, 11?�,, , - 'I " -, , I- , . , ') , � � " . " - `� , I � I �, 4. , _ , A,* "L"ll- � I r . _� . I � , I 'j- , " - - .1 I I , . I ,�o � e,- " " ,� " �;,, %� L .� I � c, , t I ,� �� � 1� .,0* , � - I , , . ,,.,, _ . - �, ,�,� , %�,'�_�! , , , I . I L � 1'�, 'i, � , I , % I , , .. ,� , � �� I ,il, I � I _', �, n, "", �, ': �- � I I ',,,!�Iii� I" , , , � - "- " L I � " , I �. I X, ,�, , - , & - I � � I I, I; - I I " 4". . i f_ 09 7 11 1, I ,_� 11 . ;I, I F. �, ,� 11., .1 I . -1- tA;l ER�kNEL -STIFFN �;, . �. 1, I I 41 � " '_� �, * I I / �'� 1� . 14, , �,:' � I, , L L ,if, 111. 1� I'l , ___ , � I I .i;�11 ," . , - , . _'if4 I I - ''T , ,, , , � �- � I I - I ,,, I I " 1, , � I 11 ��. , , . _. .1 7�1 1 ., . ____ ,�,_,% , V �. I � I _41 . , I I I A I, I � 1, - ,- - ,�,,)Lvw- , , tZ, ` -'.'i 1, I I-- . I � , ii, - 11 - I-' if . � I , I � � I .1. . - I �� � ", - ,--iitj�,�qTu -,,,,,� 4�� -11 - -, 'f 11;�,�; "" m, 'if'' 0 ."IM4'116i, ., 11 -x ��- "i, _��,� , - � 1,�JuiigIy,,,,-��i,a�?- .� t ", 1:; � ,�" �. - w It, 'S�1 I , 4 , 1, 11 - . n h , I , I I q,.��" I , " I ... "fI4'�41,,'%�,�. f , """i", .-�, 1�,"�V!I�13 1, � � pll I I , � � ; "E" I —1 "I , 0 `_VTII*�,; , ),�,ij- ',,11. I � * .� ., , , ,I , -v ,1'� I/ , -� ,,-, .� -, , I -11-1 , " ., If- , ,�,� ,,, I 1. I , 11 , _11! I � � ki Il �,!. !A� 1)i, ", . " A"W"", I �f. " _I, �,, Ir _ � 'm � , , , � , � .. I, �Iv,�,.v 4-r 0 k, . . , ": '. 1 11 .1 , I , ,I�r I , � A , " ^� T., �� I , , , I � �i. I , , I . . I ,* 1. '111 11 11 ,� 11 ; �, "xi , . . . . . . 1, � 101".. 01 - " I I . .1 I �� 'I i � i 3 11 , � I yo - I Is y I" F30LTt 51 I , . I/ - " I !!- _� 11 % _;:i, .. - ; 1 ;7_�,__ "I O' VERT. CORNER ,��--, , ._� ` ` -1 . V I F I r,,-, I 'J' -\�� I I L L E R , Lt _ [;�j 14 1JI-1 I I ,I - 0 ' R 1" �, f�, 'I .- - -4, 90 'TOP CORNE II -.11 " ;� - ,J� ,� - I �_ 11 I` * FILLER "r , ��,111�� . V I I If - . 'A I % `X� - 0 RADIUS. 11 . � ,, 1, _� I I 7 . rILLER _P \ I I '. I � I, _� _j *1 11L � ". � I ,�_ �,., . , : 5� 11 I ft � 1; I , 1, I , '. , . PANEL ' I /I r, x 2 Y4 B 0 LTIR , I .011 I NUT, WASHER, Lj % i i I, � AND SPACER _j I, DETAIL C 90_0 CORNER ASSEMBLY I A ,,, 4' - 0 " M A X ,L4'- 0 " m 1� v � +11 - - �I I O� C TYP i 0 C Ty�,, , I I TYi;-' PANEL STIFFENE,R 412 GA T SEE SECTION 0i I i FOR DIMENSIONS 1; "I r � _d If r- '' I, I �14A " I � -o r, . to ." . f 7 I I I ;,r I 1. " I f � 4� � , t_� -.3 k If f, I I *1 �' I )� I � � . 1I I " : � , . � I i . - ��": � 11 � i, -1. 1 �,_,: I . ,� , � � 1 . " III , I I q , �',',_� , 1, I I 11K "Io, I I L 4 1 1 1 5,/ :, I , . f%, I �� , 4,o4 - I I I 11 11 �,,._ ., � , " � 1�. ,�, "'d I", . I . 1. �. . I ��' � I . r .. � ',-" 11 , I �� ,,-. � . V \ � � i 1'cl , �. "4 ! ' T I � � i ":, " " L';, I I , I . � � , , i uA — I 1 ", , ! , � til / % , I " I I - � I I . 0%. — .� I , I I .0-11 " � 1 1, r : �ii - I - , - . �, .1t,,,4 ,-, � '; . � r, � % 11 . !, . I W / 11 ,� e!..�.,qll I , , , li, \- , - -FFIL L ER � ,� --� , I 1� " i� -_ I , "i.," " I I � 'k� , � - - 4'. A, I - r I ��, I . . . . . 5�%, , ! ,,I,*. , , .4, 1 t I \ f . � I , "A.*�, , �, i � I - � - -. � I . - I I __ 64, i��` f 1" " i -1 1 -, I , , C, � _� kl_t 7 ''I ., 11 �-� '�V, -1 . - 1-1 ....A- .__j I �!� � � i , ";- , - _ ,., , � , "T I � 41'� I 11 ; ,i i',�i` , , . CURVED SOLT v I i ,; - Jli",,.-� ' , � r,"� * ,,- ,,,, - ,, _ , ..�5, ,, _: , � !1, . :�.; \_ - - ,*J,�,� ,." 1� 1, . I � I � I ,.,�, f , - "A,. _�, I -1 . , , _� "�W_: ,;, _1;1 11 �_:_�, I 9-',1l. P%v� . - A I _ �v I r: " � � - . � . 11.L11 11,:�* , ,� � . 'i�, ': - , � - �� �� ,� (0, , I,, _. - , ". I �,,1�- , - li�' 11 ,- ,,, � I * I � _111 , � i L �_'111, 'I, 'I', - "t - t ( "i � 1 1" ,� , - � I I., - ,4, �� 0 " .- I . V'- : �, . , 7� **1 I r � y- � I I , ' ': 1, ,,E�!, - I- 1'�., ,.','�, . �, - ,r . I - _fST AIGHT SCLT, I "I i -- -;i, - r . .. " �� I - � I ��,,�.,_, � I "I 1�1� _ _fIl", , �_ 4VA% l -!�t "", " �� 1 �,i;,.7 A. ,I , 't I _. q. ,;� � 1�., , ,I _. 1, _ ._ , . - " , " � " �,f ., S, ,e j �, � - _ -11 I I ER & NUT I . , ,I�4 ,I �"� ir� "', , I I " ;. 1, - -�2 �.,I� � % " jin, _ �, ,,,4�,, �', . ,'#I - I 1� .1, , , , I . . I � , I " I I , t ;-, ....... ,_ I I - I , ,� � . 1. I ...... I'll, �,Il:, , _ ,p. , , ,,,�,fl:"!� I I � ., , I . I � ., t__ ,_��''!, _,.,_� ,-1 11 DE"'TAIL D_T_ -F � I �� � - -Ill 11 I, , 11 I 1� �.',K''- 7; �': .".." N,�, , ' * Ill", .I,,. � " 40% *U41 " e% 11 . " " � ,;', ;I' � ;I- I I 11 ,�,11. ,�, �,11 . " `I::1 ,Sf-j l-, �?�,��,,,�j'l — ", . I � + : ,0NN ,1, , .t,?'�,I, , . ,�;w , - C6 RNER C EC. I ION � . I .4.,i_;"' .. .� , I 1� 1;� � �, . I .I .`� `11 1 X , 1_1�. r ' ", . - .0 7A,'' 11 - , � " I -,,, , -� I'v ,"�, , - .3I 1. �.. � I . - . , 1. 11� , .111", 11 , ,.. �' , , M, , t "4 ;Z* �II_!x � J� _ ", '"'', ".!, :,� 1� I I I ,,*�,�-I,, I..", "". , . I , �.. ,� , � �`) I I , '�,,_ , . ,� I, , I . 'r I � TYPICAL 12 GA. 'i" 1 - - , ,:� ,4. q�,N4 �!, -, ,I U I 11 , "', I , � j �, - ' ' , . � 1 , 'o I � I,"* - � -, ; , .- 1i -ru F Nkl-; Ft - _1, , � � ;IZL, lf `1'� �' I—. , " `,�, �, � ��,i �. ,. , - . � ,i ,0,4� 'r I " �V. �, . , . � PU. ,l; 1� �,,�. 1. �", � -11 I ,� I ,,I—, �'I'_'.9,4- ":�_, � _,.,"_ � - it, 1. - 1P 'mi... ,,IS, R " f"""f, &, ... i , .11,11, I , � _. P4_i�_."—---,V_ --"f- - ? 11t, - - .,A � :vl 1�� ..... 4 0,�w �,' � -. �4-' -t- � � , k_1 I 'I" � I, 4 np� " , ..� , ,. " �, . .. �- 4,',�_ o� - -'i7_t1*. �� -1. . ,., � .. ;'� -1, � , � .4", % , ,� ". �. 1-� , , ,J-,. �,-. ,- ZA" . - I , � . . I . . r , '4;".. , '- I . ,�fq'�,`�_ �� ,�,�,k,-.' .. " , I I r x I- _1_1 � 11 � it�L I , �L i, I 4 k, __Jrl , .,,,,, I , I - � � ;", t .,�, �. ."i, " , , " , - , � -,,, - !�Li ` � , " ,�; �, , 1 , � _,�,I,, 0 �, !'f'1"_o',` ,, ," - " �� . " � ,:, . I �� � " � � I 11 .� If "., ,� ,� 1�14i. � �". I _� . � �'N_ . 11 11 �" ,;�; � t� I � I; I '_ � I - �' , I 1. ,�*,� � v4i',� , I ,-,4 �.��. � " , , �l I I I ", - , ", , ''i" - 11 r �11 I l, l I �. "', . , i , ,�, "I.- 1: I � � ,3 . �, ::-,,.,�, , ,.�., , . I ; 'i , , . � I �1�fal " - I I �, -11- 3 ,�� �; fl - - , " - li� I I * " I tl��Mi 1 .4"', ., ."! - ;,, i � Y - �, � " I �`. I li, ( , "I .Lip "Ll", I . .6 ,� I . I, 4� , ,:1, I - -, " � k'; � I ���. ,,, I � f. ; ijt� '. I 0 .�, � 11 �' " i . 1! I , -1 - : :f � I �r � I , �,,, � �� I ,,�, ;t � . I , I . . t I l �. 41'_I -_ -k-- ,_ , ": - , I ., I �"� " ,�-,,, . � I -,),'o, 11 I � , '1� � � b & ,,, I 1, . �.,, '. I I L� 11 ,,'.,',* � I . , il � . I t'l. � ��.. "-, " � ,,� I " - ,,I " . � "I � - . I I V. I ., - � '' 'l . A " . I .� A ,� ", �'v 0, � , . , . I I I � 11, � ". I 1AP 1. � I, - . I i , ,,, \V , , . r,,, - � . I � � - - � * It W� "; 'y ,,� * f, k' L , If I il I I � I I I - . , I, I 11 I I- F' F,�,J F-J--� ,;�, - :,. I"' ", - �. iJ � : %� �� � � I, I , � I I I !'' I, l_ r" . .�, �, , I I . * T Y P I C, A L= PANEL STI` r , _�:": I --ii", �'_:`,,, il'� - I * ! ' �,,: , -11-1 11, I I I . q, � , " � ". Z� I ,�-, �f � .� I ,HT , - �11 ;� , I --A (S'TA'G WALLS ONLY) 1- :.,A I I . - . , L, , -1 -� 1, I I -I . I, " 1'1�- , I ,� , I , . J� �,,�,,, . . , , , ��l , " , � V, 0i' , 1, . -4,". .. ,, -� " I I . , , �? , - -1 � � 11�1 . . � :fal _'11 � , , � 4_1 I*, "'' � -14 , , I yj�'. � ." , �v iw � � 1*1 ; . � � �, I , �� , I I I I I � , � I$ , � I . ... I I , , " I. I\i, , ,� I� f :�l .tr I , " I l4l , , � i , , I I - � 1 I � � 1 4 1 , �', , ,_ � "4: %, , . i . t � .� , " 4: 1, -, �,, I I 1�� 1�i , -, , � I , - , i . le, i I ". , q�, . � , " . " ", � ItI. �V %7A 1 1 � � . 14, 1 � I � I `li ': "�4,,__,;. ' I, � ��, " , I - � � 1. , I _�: I I ,I , . 0 , 1:� 1, �. �� - .. .., I 11 - I 1_*1,. , - . . � . ,j I �, 11 I , c I , I , , - � - � I 11" . I . Zv i, I, - , I I . 1. I I; , ': , - 11 , I I ! 1:� ,A, 1. I � '1� I ) , ', � �, 1. %4,.% ,.1 " ,� ,4L,, I I L I �, I *F, , � � I *1 � " i � I I � ; 11 �% 1�1 " , I , ' I , I , 40i �, I '. I . e., � .1, � ," . ('�,^,�--,14i`* ':'4,4,,t , " I.. , T, I : Ir " * - , I , , � , " , ". .;p � -11 ,,, " - I ! I � , l , , , I li 1, I � , , � . � 1 r I � , I 11 ` " " !, , . ,*i, I , 1, .1 � " I . . . I j., I , I. 1 ;1.1, * I, . ' � , ' L ' , 11 � . � I � , , , P " I I I I " . , . - 11" `� L� ,1 , � I " . � A I I � . � �- I I I , '. � , � I � , ,,,I, 1, , " , v , * A , , f ... �, , " j � i ,,, � I 11 � 1� I � . � , I I , , � , . . , I I I "I � I 5 1 . , , , , , *�', If i " � 4, " � . , :, '4 , � , 1 I .- . I . I I , , I I I I - , ': , " - Y , , ". " $ ( �1 �, i,:'.�, .I, �� i- , , , I I � I i� . I . � " ,, � I I I I� I , I I ; I, I I I , i I - . � � I . I L , f , � ,�, I I . � 11 � . . 1.11, �� . , . f I I I 1',,�, 1_'� ., I , I " V.I.t,� , , - I I I , , I , , , I_ � " �1� I .. I I !,.i�-" . f.- � , . .�.,'. �',, " ; , � , * 1� I ,,� � I ", , , I . ,� , � I , " , , I , ., , .1.��, ,� �V, " - , 1. P", ,, .1 , ,, . I �, _ * 4 l :, I " 11 . i , " 4 $ i I r ,r�, - I �. . 11 - 11 I � , j I 11 I I , I tl " -�: " � ,,, . , I ,� . , I I . " . I i ,,,I, �`I ,,, , 1. . ,� : , , " � ,, . , � " '�, ,�� " , . I .1 - - �4' Z_ .' .� , , � I .� " , �,,?l I I �' " , I , � .. tjl,�l , " t I , i,� .1 . Ir , , :: . I I , I 1, I �� ��, i , , I I , v I I , , � I l t,� �, ,�, � , , , �, � � . "I ,I li � , , , , , I , , 7 , , I -;', ;, 't � 11 , I � , . t, " t� 0 _�, , . � , �� " , . 4 , � I , " I Ir I'll 1i � " - I-, ": $_ %, I d - , . i , I, :� ,-, 1-1 I I :.","i�'- , I `� '�,_i", I i - i.,- , -It , I I I , �. I - � , '!�Z.� ., , , ., � , � 'I � . �", I.. 11, I . � , , I I , 4 1 1. � � ? �, , - , I I �Llv , 11 I . I j i, ' I " ' I ,, L I 4 1 . I I I � 1 1 I, I I �,, -3 I , ' I , I"., 1 4 ,k!"" ' 'I, , ". i '-4-J I A � , � � : � ,� . .14, " , I , , I I , � ), . I " � , ; 11 I � . , � 4 ",� �, , , - - , I iz , � . I I o � , ,� i, �t 1, ,f "', I, � ; �� ,, I , -1 I 1 81 �� 11 I ') � I - ,�, el�_� , 11 , , , � I , , I 1� 11 i I , "' � 4 " 6 � , t'�` I ., " �,��!2ii, , , ,� , .* I , I �� , � A � P'zzz �, I � 11 � � ,,� � ,.�',� ,�' 'I,' III I � .111� I "' 1� , ,, "I . "I iy_%, "I 'L, ',' � ' " 1, �' I � �: .1 I � 1, , I I I I I _ I o,,�-!,�_",'� , , : " "" -, ", , F ,�' I , I � " I , � , 'i(' � , 1'1�"II,Yv� ., �, ,:;i��, " � " " ., I— - 11 I � ", , �,�, , ff I � �. , 4 I 1i '. , , , � - ,, �, I l 71 1 I . 1, � " " I e �i I Mrl� - � t . . I I . I � 1�1 . � I , :1 � 11, , ,�',' , I , - '�., 4 1 -1 '.. �, -1',, "i 1, , , � .. � - *,�i , , � ,I I �,4 i. 11 , l Ar I � " " I w<W , , 1 , ,,, 1, .; � , , I �� �t,,; ,��,�;, 1�!:i� . , , ,t�', .., :"I," lo, ,I), f. J,i, I �r - 'y I . 11, � Ij I � �1, " , I, 41 �,�� - " I- .. , � . , � , � , I , ,- I "9,: " , , �, I I � , ., � , , , � - 11 . � ", ��' � o 1� � . 0 I "i , , ,,� ,, 1. - I �, I I , I I K,'i ". - , � -, - , ,-44,; 1,� k , , , , I 11 �� I-,, 1 .� I' ., , ','.�,�, �, 4, . , ,I i _� . I � � � ". � �"e':',',':��.,', �, I I , ,I 7" 1 11 � � I : � , � j " I I i , I I , , I I � , I � , I , . , r I il 1, 'I , I : ," � ,,,.,:I ,, ", , , , , r - I , I 4 . I . * � I. , ) 0 ,� I , 9�, ,I 1V , ,I , . J� ,., ,� ,14 L , I . . 0 , I 1, (� -, � ,,,� ,�, ", I '. -1 'i'd , I I � ',',,�, L��, , - , , -, " � - . I I I I I . L I I I i Ii�,,, � , , ' `�_ 'L J","j I , �� I . f,, i I - , ,-",;,�,,,� �, ��, , ,,,, " . ��.,,I, , . � � i I , , , � ", I � I ll 4 -:1 I , , I " , ii� " I 1.� ,-, , " ,� , I � � I , ,,,, , I , , '11, ,, I �� I " 1, " A ,,, ,, 11-44 i�' I " d " -4 , , . � I I� �� V, ,", . , 1�1�!, . I ." , , , � � � �,' t, i " , ,if �, ,,, � .��', , � , , .1 I I . I � " � , " I I , 'I 11 �, � �, , ,I, ., 'i I I � , " �, , -, ,- %�� !, �;; ", 1. . I, . .. � , , P ;� 4 , , , I 1 4 �;, � "I". . 4 ; , ,I I � I I iv` ,,, - "' , - It, '�,�j , I . 1. 1,� , !t, -, , , , " , I `,,',� ., 1:� I , , � , � . , �' I ,` , .0 ��,� "', ON . - . � .k �t i 1", ,i��,� .'I ,�, ; ,,, ,,�,.�: ,� , , , ,9 I 'k,� ,,� i I ',,� �: �i� I ,�� ,,� , � � '�� 11 11 i� ,I, - ii�� ., , T� ki; _ ; t I ,,�,, , ; - I , � . ,,,�'i " ,,,,, � I I , , V, , , ,,, $ �, , 11 )� I I I I �, , , , : , I , . . I ", � � i , I ,� li� . , "I" )14� - , 'i ,1 I � ,"' �4, ; " , - �� , t_11410 i ,"� , V it" " � 10 0 -, A : L ;) f, I I w". - " -,4,,.,;- ,,,�,i i , ,� I, , -, " � , , , " 1 4 � ,,7 . , "' * , , , `�� '� , t' I "r � '. , , '01,jI,,,�_ T. , 't , , , . ) h , [� I , " , 4 , . � ,I', I I 'I ,� I , " -��, , ,,,, � , , ,,, ��`!ii 4,)"�Iff", - , �; -, -- � `�W ,,�"Y,i � , , � il� " " _t", ,' I . , , � , , ,� I "? , , , , ,,� -u .'�- , " , ,� I "'!; " - � --�! Ifiri I, , , .� ,� I I I I ( "I , I , " �� , , � % vl;��, li"`�i, ,�V_%1,, '. ,.� I A I , , . , I .T, 1�1 I I , ",411 �"`!,,, 1�j �$ ; ,�� '_, � . is � �j: , ,.ii� I , ", ,,,, "Y"', I . ., I �, 1 - , , I - , I., ,,, � " ,, . , I. , � ,,, o. )"', " " ,,.-, � - ." I � I , ,�; L 11 . ,, �, ;� �� � I I f � , � , i�,5, ", it 7,14, ,. ., " �' � , '. ". . � . , ,,,� � , �� I I - 11 _ti,- ( , � : '! � � '460 'f,,'�,� * 14 '! , J "'I'l , ,; 1:r, ! , I I :, � 4 � I I., "" , A� " , .1 , ;;, , " ' o _" q��I' 'i' " " � � - , �f t I , , � I �� *4 �, I , , I", , , , �41,:v � f ,�. , , I q . � 1 .1 15'� -1 , � , t4 "' � ".i k " '. ' � - i I . 'L 4' , 7 j� , ', , . , r '. i'cl , f 11, , : � �ul � , , I I I , I , ` " F" , , : ., �1"" I y �� , ', �.��ji, �,,� �. �� , " �"., �', I ,'� -!,�,",, ' �t�# ,��, I. , v If , , I, �� : �� , l , " � i, l;`;. ", ,' , � I � ,� to , I. �, ,; 1 , 1 1, _- - ,� , ,, " , . I . I � ,r '� I _ , . v :',�j�i`i, �;! ,,iz�, 1� .i , I �"�-,, _A 4 � I I-- , , , , � '. " , � ,� 11 , , , Y� 0. i , . . - i . � � � I 11 � � � �' . , , , , � _1 ,., . , , " " , i . , � !4 . , �f� . - , " j" i r; ; , .. � . ,'�, ! I , . , - , '� � I 11 ii t I I ,� 11 I J, . I , I 11 �' , 1i �r - , I L �, , .. , 11 11 z � , `� -1 , , ,(,."L,�"',,�*,�,',,��t4���,,',, , � , , , � , ��`�,'�%�'il*" P,'� ,� � �,l , - 4�, i , r f � 1, " , , " , j � - 'A - I � ,�, , i � � ,,,,, , ,,, I ,� �, � 3 U 1�' � e I I ,-i,''.-�,;i I - , , 11� ,I I , �ij,,,, , , I , .. ��, , � � : I ,,�,�� �, � � �, � � 1 . � 1 , .1 v 1i ,,,, i , . , ,- lAr(II04 nog�w� ,;,,' ,Ii � I - - , - -� F -S - ,,= - -,-v,- . mr�7,:�,V, �_'!-mmrr-m r �rr , , � �,, ,� 'r, �.,,,,,', ,,,,nt; m.: _m-_,,ft,=rm'",m_ mZ7.9-I! �"V*".,-"ily�YT--,��,M-.Olnl�"I'VI-11,�,, �_.,. '. mc , �Ln ,,.,, --, � �_, , " , � � I 11 WELDS ON SiOf OF PANFL, �' I TOP AND 8r)" I` N1 I ' I LONG, WELDED i � 11 ) I AS SH OW N , AN G) A L UM � N 1.7- h D � , COATiNG ("F�R IN L L D S 11 A NOTE PANELS ARE STEE.,.. 81 CTION , ALL GAUGE STEEL 'TO BE GALVANIZED AS FOLLOW,S -:1 PANELS IN ACCORDANCE l,r WITH ASTM, A-�,P5 (35-165. COATING CLASS NTS - IN ACCORL)ANCF WITH ASTM A 525 G 90 COATING CLASS 11 ] -11 0 I It , � V6.169 I , � BOLT, NIJT� x I A N Uj' 2 1 . WA:5 H E R S " , r'l , . - . ,,,, %*;'RiIIj' ", I,- P�l,,-,1,�.-,j,,, .-� .. -4 �-,�-,V,-,-f"."*��?,1'4�1,9.;!171A�.V-,.,,.I rlWi�� 0,!; ,F �! . n fi ",.: -'e, _,,,�,;'4.7 ,,,;- 1111 fil, I � cff�w . . � , , " , 'I ,,�O;�,,p I ,�4 w"I'll '. IN , - .11 - � I �, , ,I' � I , , � - - I , . I I I 'L ;, Y�Vif.t, , ` t ,; � 't � I,,, . � � �, I � 11 �' I I I I - , .,-. " ,,t,,,`�,i 4",:T"',� , , i � 0111111 I I 1-1 , - - I - I'll, .1... .. �,G% - r 741 _� , I, I � , I K!y ,�,Fjm,w ."''I, , .� 'I � 16, ��, 4c I ." � I R I " I" I ,'� "L )� �4,- , JJA . 1, I I - - I � �,w , �,141. _,-�_ 'j "' X", , � ,� . , - '. ,� � I ;;,�.' I , , .. ,,� ,-, t��- w.',�� "",I, r. " [ , , �, A, " " , - ,,� � _� 1 4 - ;, , ,.'*� I, t,%$> 11"W" I ,, 11 vw � I � . 11 �, __ , � , �` r- � I ; �, 11 _. �,11 �Ijjj I I � ,W!,A�� a i, 4,1., ,,, , I I , I .11 , ,4.�� <�.',i, 4"' � ,% ,� I ; �7 �, " I "'i, . , , � ., , I , ,, � , � _-� l� -i " � � T""', 1, �� , ',�.,-,�, �. w- - , � , ", :k ", f. '. "Akii�l *�y Pt Lo; I I � ..", , ,,o,'�,4, � ,, I ,�.-71,,� 'I ,� � ,,,,, f, III `� t. 1�f I � . , ,%� 'vj. wv�l , lt) . � I , Y�'�J;i.,,L.IR -I.M.-, `1,�,�,.��2 . , , �; ,ilt;,ii,� : � , 0 , I ,I - P�, ", ,v -I, , I � ;,: , If , ,� 1.� q� J'A II,,� I - �'., �, .I� .�iIA 1'.�,Pl �-�,..ivzk,�'�'� I � �_ , I I L ". � , " _�', , , , 'y .t) I * � % 8! ;,!,,�, I . ,k"`�r"-, .",-," ol,�,'M7R_,I �, . , . $I. . , I . I - � 1-'; g< " , 11� t I . !� L"', � t , � lit 'l, o-"j,pn't�, ',,�i%.:io�,i,,.T� �.,,� " X, -� ,, � 7," ', I- I 1 �� :,.� I � . 1'� I 11 - '1�%, " 14�,, � ,�" I ,_ , I -�;" . I I 'I., � -, , " � . �� .111 � r 'A"t , I I I . . , , , I I I ,K) ,� ,� I ,1 - �, �, � I ,t'-,�:t, , , , - ��,,�t7�,�;�li,,N",�,Jil�V�",;��, . I I I ;. , � - ,I � ', , " I , ',4� , S., L `1 4 11i , I _71,V`�� �4 o , , t, � �_ � t 71 , � - . 11" 1 -5 "I , I ,.;,/ , W, I'T 1 - "I'll - I I �I. � � I . I 1� I", , I . w I , " , � � , "I �V-1,,Ivz4�' '': � �"',, ", 1,'�,� 'itt! �. ',� V'�A� �,�,i� , , .. ,,,': . . il , 1. �,io � , ;�I. � I �z I 11111- - � 5 'I, .. ,� . , ;1� " , I 11 IT, I , , 1)i,i ��-�,:f, ig_.S,,�, P, __ - �. I I IF , 4 , I?- , 1, I ,�.,. , 1'b,-,� , j,,,�.. �, 1, , I. , I , I , . ; I t I I . I . I I �� , 4 1 , I I 1, ,�wj - I ',,' V 'i, , r, � `� � ,- � &.1, I - , 4.114 _. I, � , r" I ... I '� , . � I I �;, " I 'w" -, -I , 1` � 11 ,,, - , - - I - � � � Pv� I " I , I v 1� I .� , ' ,, " :;, - I- ,, Tl I, "I 11 " 11 , , I � I ..� x', "i �',, , I , �' ,,,W'* I ", �. - " "'. , ,, .", - � I , I I I 11 iLy� ' , , _� , . � ." � 1. I �,I" L ,1� �,., ;, , , I `,,� .1 I , , ,., . -, �_ _,�i''.,�, " , �v, 1 I. , ii,� � ,,-,, , I �� , ,�;l t 'A I , . I I - I P I " . " �, , i:" , . ,,, ,.-,I-"- ", � " � , i,'i'. I I .. , ., , ,I, , " - . I Y. f.6 - , IO -I , I ''I t .,," I �,,, I I I � I .�__ , I I li� 'IV , #1,, - If � � 1] r, _11ko, _,�, � � . ��, ,� . , , 1'iz , , ,� I,I'� g,v, , ALUM. CQPINV �. - I I'll .� - I A ,,; 1A , IN I I I - !� "I , " 1, �, lk4l 'i., ,,'. _;t . I- I I I .. -, � " � , ?I e-. I I - 11 I, I, I � 'I 'I., A�11,,'., , . , , I ". , , , , " I �, , ", , o15, ,,, l, �_,�. I . 'I- �? � � I 'r". , ,,� I �j , .1 "� - ", -, ,� � . ,;_I"'�,,�,:*':�''44 / . . . � , , y "�, -, -",; ,,I,,,;,, i, I CONCRETE OR woop , cl( .�, - I- - I I 1, I, �, I�, , "" � WA 1, �, �1,4'0 , Ik' I , , ING 'M_'i, -4. , , ` , " 1, " � fsl,3�,, I, , 1 .1,141 ,(aY OTHERS) ''UP T,d' COP. ,�? $� "c j I IT . 11 1, � q, I .1, -1 41:0 1-4, � ,I ,w I., I- I I 1i 11, ,-.,ii I I � �, , �, , , , ". `, � I , 'e" �y, li ! � 7 .� " le, , L r -A- _,-.1, I ,�, I "dj �,,�� . � �, 1-1.- [� __ _� — I" , ", " "." , , I .1 I . Iff, . 10 ,,, o'j " 1; 11. ". . - �.,�,-, ,,;'i,;� 4 1 . I - "I .1, ii-,'' , , , , ,,, I,��, �:i , ,r- I , !_� _,_I,-t§ELF DRILL14NG , �FA, i'S I* "I N, E -R $ r , it �, ,�_ �_1,1:1. ! ., - I , � � �, �;,!j 1, . `�, - ,I,', - _ I I , , I 1, � , , '', :t, '� I �, .'' I , 1� 1� " '. ��, .1. J, �,� I , " "' 1. ' ' ... - � ;i � "! - � - I ,. - �, � L�, '' ,,,l-',',,�' " ''�,� . ____�_ � , � , 1, ( , . � %�.,.-,_,�_e. " - 11 1�, 0.%�'--i ". -� � I, i -;, ., �, " - I", `611,� I I A � I I -1 I � "', - - , , I I I . I I , , '. -, " ., ,,,,�,,,,�,� I V , I * " f; . 1: _. , , I! I � N:A I I ,:� 9. t . _��. � �I ''T ., � , �, �',r.�- ." "w _+_ __ i . � I L � "IT , , : 11, i, .� �-J,� '. 1 i44 1 ;;I:,j�' " . - ", -L �1: i 1 . �', 1, �t, I - 1% , : ,",� " f I 1�',', 'I, � , K I I I I I '! , . � , , I � "', I., , 1 � .1 I , ,.� ,.:,, I I i j I I I- -%l, I I -1 1- ;:�,, If � . L'4� 1, i, "I " ., I I "I � ��3 -` i� I : ., I � i � �, ,4 -, t. f, if��I�, 7 � �, , I f'! / I I .'' � ., 1'V -`f .f- I ��, 11 I !� . �n " ,,i,�Iy I ''' , 1, I � � I - � � . �1 . I �,.� ,'� �,,� 1111 T I L� '', "I II ""I ,��'. Ir I , "I "�, 1, I � .. I "I 1�1, , � . I I �,.; "I I .. I 1 i , - ..l1_,%, i:, I . - v � � , "I 1� I 11 1.4�1 1 1 - ALTER�4ATE 11 I � I I ,� I., :,� � /L - 1-r _ - -,#,-,.,- ., l , , , I ."?�,,�, I ., I, , - I, �� . I 11 � � 11 �, ,� ... ��i� I I 11 � �_ 11 V�%" M LOCK COPHN G I I ��.,. I . � I . ,-., � �', , ,!I .1 I - I � I - -,-- 1� - - - I, - i -11 1: I" , . . � -, ,-1Z ,� ,�.; �, - 1�, 1, I � I - � " I -, I I �., , / � I .11 I _ �,::!, I � - . � Pit I I, "" -,, - ", . ie,',��,!i ,, t- � � �. - �,/,: . ,, -r, 41.1 � , %-' ; - , 1�,�I't'_ . i � � � . " '' ,��;-�, .-, �*� t, f I -, L � . I , , ,�;f 'if , � ,,,,, , 11 � ,��', , I 1:1� P, I � I 11 1- � "! " �,, I _` . , I -1, "A�`;- � L't " �,I,�1,1� `�`,, � '' "'A ", � .._k._. � , L , c"., ,-� 4 1 ; , , �,,-,,�� ,-,,., , ", �',, ,,,�'��., �, " I 1 " I , ,.�� "a " -1" 1� , .1 ,_ , .�,� � , , 1 Ilt r L"i". - ,�,i,� _ " J� ,� � I I I -;� - � , I � , 7 � . '. � I 1, " , � � I , �, , I .. I. 1- I 1 , . I .1 1-e � I t ", , ,l, , �_' , '" ` �'L , , � �% f 'y e ,� r : I � if I I., ''I __� 11 -k , . 4 I" , � .�� I ;',. c- � ,,��, �. I , �, , -, I .1 -, - � 11 ,�* 11 -", - , � .,- i��,.,- 1;- , � , � I , - L i �#_ . � 1, . I I 'If . �, , , ;' q , N 1 2 STANDARD TURNBUCKLE-: ,,"',_ I ,ii `_.:,.'." . "'' . � . ,� . , ,1;1"Iv��,,, ,� I I L- 'I I , 'I.;, I , , I '.� "L-i*.�."4:, , - I I - , , V`. -1 � �� I . - - , ,,� ,,.,�, � 1", � 11 it - -,� , 'J'i I ,,,�, � - I "il, 1 1114' "", ` _, .,-. "', ,,, I I I" . , , I I:, , �,;�, -,, �, ,","T'�_ 1 4-'0, �,��,,,�`,' -� "-, " �.,� � __ , ,,� I I " ,,!,�,, "i � I .;. 1,11-.'', - . I I , I ,)I -, I,, -, � ". �i'.. 1',',-t� -�, ", � , ��:, ", � I _,"... -1 � - , , . I . I � , t, __( j� I �,. �.,� L'I 'I!4� V k: , ��,,�I ` ��,� I I "!� � "'. " - ""', " t�,, .,_� , . I I � I I �1. " ,�i_ , I - � I , -'I � " , 4 '�',�,l-.v I �,; - I ,,� f'j, il, . I I . I :i:� -, � � ,,, "k � I � 'I. t'�_::'* . " ` � , ,� "-,`4�,':,';�i . � I � I �_/ , - _�__,,".11��'. 11"��!�.,�..-! � I �"""��,.,--,,� _,111, , �� ..,.. .- q;� I � --o" -.4 � . 11 �, "-,, ��,-_. -,,,.,.,,��,, . I'll M, �, _, - v,_t � � 1, .,.� � � - , , ',--,"- , . . I' � , ,,�,�It., I wl \1 , '' _ , ,,�� . 0/ 111� I .1i. I ., 1 "i, -111, �, - ,,,�,., ,'-� � . ,i'li ,;.,"'S, _,,',Ilf�f, " - �",., ,, � , ,!�,�Y�,,�, �-, 2 1, I I ,� ".,C. " �g , " ,0�11 I i�I I .,r," -,--]r,4-" ��;.� 1, " I I I 1, �` �1. - , -, - C", ',�,r, " " ,,�,, I ,- ,- ��,', f�, , - ,i!, I .-( ", I I ".1; . , - - � ,",I , b�, �, �I � - - ,�'� � 1, - � ,�,�f , 1 4k __, - I",": , "I " ,vI, I I . , , ft, , ,i,',�_,_, :4,J -1 _. '01 11 - ,�,�,10.,� . 4, ".- � "I � 1, ,� a, . - A ,%, , , ,, I � �, . - . � ", * " ,1 ,� -'_7, l . T , 3i, �, ,li:, o, ,� o. ,P - �,, ,`,.;��,, ,�,,-, " . ,, , -� it -,I _ , I " , i; .�06,,�I,-,, W', , - I" ! .,."" ,',�",. . � , " �1 , , � , " , , � - ! _7" , � , , '- " � .� ;, � :., r 1, - -, - �� �� 1, I 11.1!l", d �A,1� - - ,', � , &,� It, � , , jt,,I��, .11, , , - � �, �, �. I , , _ I,, , . '. I � � IZ-,4 Ak "I - - Ir ,�,.,,'�', , �, _ I- �'. . .- ,�`, Y1, 'p", , � ,q�,`f,,Ii�`I, to 41 1 1 , , - � � , , "'� �,11� I, '-pe, ,r �0,- `2, � , i I " _, I P- ,,, <,!,�,: !�,,, ,,A�wl,�, I , *. , 4 , - I - ji_ i �', " ., I . I, ALTERNATE A FRAM. ,, �, �., ,<,P. .),L,,, - , 4'r , , , L"�,i ,,, ,�:"f-",L,..':` - , I "'t,y . ., � , , I - - - --- � I -.1 . ",��'t"";�,fi"""'.. - � L 11- I ,,�r4l_...__ � I I ,%, � I :_,�_. ,��,.�% tr-'. _.-%"t"-.-i'* � 0� lf,_� ,I�, m . I I y, ,, -,"o,"'. G,�A.,'i �,�,'Z_ - 2��"5 , �% �,�', , - , L 'a 41, D :"Z37.- '' � _1� .- , �, , 9, . ;a� I - " 1 --4, 1 ";, .�, �. .0A FA t0ll I I 1 Q.11�, -19jl,,�,, '' - ;��',,� 11 " -g - yo il!lm, I �_ I f-7. , , � I ,- �-, '41 ,�%q 'A' 1� k�. , i -- I, _p , �, --g-, . I fl, I ge, ,,�,,� A � � I ", , y,!��, - 4.K�� , 4,; a - 0 7- 11 64,1*,,W�,I�'d, 1�m �4 . , Ey. - I 'df4l'?Iv� k"N � x ...., 0 �; I � I " I . I, ;-111.- ,5- � I I " x 3/4 COPING � , 1��11 I 3/8 SY - __ . " , ,I., _�, , -i. " I k . ,-A " I , mll�- 1� I. � N "t - �'j MV - - - �, BOLT �ND WASHER 1*� ,is, 11" ,,, , , w'l,' . I . 11 I A r,,L, I . I 1, �V", � X-�q -"--I-,, 119, � - , * , 11 , I '. ` t ,?" , , "'y - - � e , 9 ,� , '�, , I� �),.P'0 A- 7 A A.-T,"i'%%i�.. 1, A I ''- -�, � 4,�l 4 . , Twi 1,171UI if .." . . I � ,,!- � 11 x , - , �! f, -I, "I 1�� 'k i, ' "' l" - - ' I � � O�4 1 'I Z��L�,'Jlr,� I - � L �, I ��",i . - iF "T -3 M ' '3-414 " 0, I I I I .I , �,���i,t-,,�'�""gf";,��fO,:�l, � j.�:W_'�`!d , .,'0f, I .!ill-- I - �,!Nj,jt�- , COPING COLIP I- Ir", W -_�'�,;IIIJ�7 �*.-'-�,,"�,-'-,',,�l:!,7.*I,�,,�,pp� 'A 5�.ivr",.V I �-f, 'p t `� "� _1'1V'P14I'1. I . . A I r. U M A W - I ". I. ., ,i,� �, , ( . � . .,( , ���i��,,��,"�",��-.1-11"ili,..'�,�,�IX. ,I Py ... 11, � , I , 11, � ',I 11 'I'v , 10 ��P�jt-,L I � i 11,46 I lor— -1 �, i� I, , , , ,l � � P , ,,;I, AlWt - " 10, .10 ��15; 'r, 1 - . , 110� ii I - .,�,�,,,Ii - &11� M, � . ��_. 1 , f, S54 I � � �,� g�, - � " 4 r ,--, � ." "� 'w'l, - ".1 XLEZ6, IV I . . ,:"- I I I , _�� ,,i),,�:, I I . ., .%,- - - - r 1;, , ALUM COP"ING T_ 7b, 16 , � I , .. �Ip,-" A"t _' , , - --'J,-,'l .v� I . , 11 . "', 11 pv,y- �1� " I t t I c ' , F - L11'4 " , ,� :�, . : I EIII fi, 0,, STE -� . oi,_ ,,� .�,g�,i-x;; �� �.�'.,;*�j 1 �11 1-1 i; -,f;,,,, ".." , u I ��,,, . I ' A , ,-t - ': ,_i �n 111hZ1 -If -1 . � I . -- - -' OP -11,M, *`,-�t,'VYT�X , E, , w, 1 -�- I— -,�- I, . 1, A n__,., "I III -IM-11AIZIX: 11" , �1 I - "I - "' , I '-, , V��:�b, I . t " IVEL D - , - :v 7 ,� - - - ,"k"i�,_� ". I ., � v , ,� , ,� � � . _1x=P , R z " I 1� � :f I _ ,,,,.., , t,:11 . . M, -1 -11 � ;, . � � - , , v - , I .l, � Ix Q I I �- " I - - - ', � , '! �,,%,." �:!. M,h V, v 2': LONG; I L� i 9 1�� � , - I - , _'� !.,�m. , voi, . / I rl .�, � ,� , I 11 "' 1)"Im-WPi "... , , � I I ,q� -:,r,,.,t-*1 �o,--1ixVi.q 4 ov, .'� ^ ", , A It , I " I- �- �. q:� �, I i .1 .. I", V., i A: �, �, � "I". - .", - AN D ALUMINIZED - I F� I - . 111, � - _J ' 11. � ''..-h, A_� ,_�%!,V,A�� ,�,1,15'� , " q". , !,��,�,,%� - w +� , �, I 0 N� ;, ,A,'f'-�-.��,.""&, " M1, v. m� " ,4, � '...... � , S ,,,,��`4, , 1"�Ll ,� '�, 44 ' . �. I , I _t ,� , F" _ :'�' ! "I '� 'gy,v�p- , ... I .. � �, J, - 1) "'t " �, 'I ,� , I Tli,,�l F 4 "_ -, � j ! I I � -A - _r1 =j _A-� 11 11 , , - " - ' ' - 1�1`11 rQATING OV5R ' ; - _� ], I. OTE�i, ��`�,V..'�1,4 I - .1, ' %* --- ` zull,� 1 ,4,k ,I- V. ", 01% � L,, �, A , M lr, , , , � , , ".1 - 4' i 11. _E " 11, TV, _�,,,X",.- Z��-A�-,��$4-I,, 11 �,k_* - . , " , , ,,- . r `l,'-"<' I" ", I . 11 — I , - no, � �.P,,�,14&1'6; ..Y, I� , \N-ULDS �1'YP) :� - � �_... __ — � 'NT�-"T QK"N." __ � �, ,�'., V 1�, . . .- � �,�_ "��, i""', �ig, , � IF. W., If— � - ". ".� I , �q - , _�_k I , h, b �� 11 '� I" . ��,_; ,�k'0 4�X' .f,� - 14 1 , ", �, I�I;i " W 4", - - - 'i 'AA,e''!" ". ". i . '. 1,�, � tl � � ,.#I . I - ,��- � , '* -N.',�, , f ,�Jyi, � i , I*k� t, i� I ,, I '' � il* `.,�''OtR . t " ,. '. � , � � � 4 , ��'_ , e. , . . F11- 4 , - , �, ,� , , �,_. ;i � N"". -, ,q , .1", 1 " , k-lv- r -�� '� v . '� _ It, I I "I' ,�",'� , .V.4, � V, ,zW �-,'_ " I � ". . 1. - :, . I . �� �,,�� ri, 'k '' n I I I . I , , I * ".7. �� �r '"' , i.,-�_� , "., ��,, , , - . I'll i� 1-!,ZrR,�N, "Ir -ft, - - � : _ �= T� , 1� _ .�,,,, -�, - 'A -Al.r.14-40=5 R -441""I, - . , . , -� , - ". 7-7 ,�H P4 - , �� -..,I- 114�,� �� - --.4;449sr 1 -1-4 - .1 , T*ffxg -0,,.�,-, " l ,;4� M, �4 " F4 I 619 , *wk, ,* _",44 ,F � � � - -7 7" I'll N,F PN47- - - .i. I - - - �. - � I - �,� 11 4 I ,,,� . , , Ili, , 1 �4� ,�_ � ,; � 1i � . I� � �, �� ,4 41 - . _ 11 � IA - , I . .�,Ali " -, � "', I . . � � � 'L "A , I 1 -4', Al � ACH PANEL ' 11 -2 l;i � " ' ' 1. I', .k;"'��, , , ,., - � � �,,�-",l I I ,� X_ I _., " � " t� " -�wl " If",..t.fe I V , ", "I , "', " " - I I . I 1 �114' 1 'l,' `f.'f I* 4;i . , 1, rV , "I. -I � I I I I I , �, - k� , j. 4- ,�, ,404 � �� "I " `� � q �,, '4 , 11 .. , � I I I . � , , 11 '411- � � ", I - ' � ��%�;6711.1�,��,`-'�444� I ,- i" � ; . . - .�,� P ;`V�, - .11, �., $ ,,,, , ,� , li� 11 I V_ , , A I I "I . I � R I , . . 11 IL iz 1". - �A�- , ,� - f wsk`igZi� , � 114_ , , , , � ",h "f W; �3 4, -,,-- , 'i, I,, " 14. � ,-,I4T2_ 1�, � , - 150 --`tt!� -,�Q'4" ' I t-1, , . I; It", , . Nk 2" ;4. � Aio�,Pi'�ZO -,- , " � , 'S � i , . ,� x 2".x 12 GA. x 3' k) � , �i`�,,i7 V.kJ, �w� I! 4 LE - �$ 7iiI% * �!' �-��'; - � 1, "ll, � , 4 � � , , " �, i 4. (37 A STEEL � , - 0 - . ; �1,11, I- 11 "i I . 4j, ", i� , I � -!- - , ���, .- ..... :�',.- `0`0,,�', I �A I , , - -- ,� ,r',�_ t:-� -i ��: I jj�, "t'i P".. I � , I � - 80,0, , Ax , ,il�.',,��, 1STEEL ANG , " �,�,i-, ,�,f"11 .i, ,�j_ '' _4i, 4 - � "', :, I 1 , "� -4- --,,, - 'k.ltt;� - '11, " � PANEL. ASTM - � I & P., _�i,; ""A "",,�'�'c,p,, -'�', "e, rt�_j-y.��,I,�_ , - - _ I . P, L I , - , � V, �� 1'4-,III`� i4_�-�, - ", , . , V!,�-,; 4;�,��,F�,;�-,-, , 1�� �, , ,4 , 1 " , , " : � . , ,,�, , ;_ f . � _, , -�,,,- ,!�,,��$,�?� P,�4,�-P�_?i� 4 - A - 5 2 9 � � '' �, , 'i`,,,',,i"4,��k"", ,�`I_4r, - �_i. -, �- -.iO , '�lf,,�',j;,',- - -:X.f, _V'_�"iv'%,�,, -, �-fillt I- ", _� ,�. zo; I ! ; " . ��l-�v o-, 'filg Vili`,�I,', _ ,,�'r, t, '' io" ', ,)'I T', 1.- P"r I -1111"', ___,,,7� 11 ,4 , I r," ,SEE ALTERINIATE (ABON F.) - " , , , � �� .... I�V ` x 1�1 - 3� "�, - _,, � , `,;,,*,,",� ,, - ��, 7%�`,'-IIi. I'll, '_ _%��'4" .'��;��, 1�1 I I. , . � " I . I I'll .f�,,,k��, ,lk'',, " -^�':'. i _�L, "i", , I,- '', I _;l,' "" . ,� t , I I 1 , I � ,L,_�, ,,, � ,,�--k__ , " _ � -,�.,, i�1!4 'I, , _ I - - .. , I � , � , L , , 4 "..., .�,� ,.�_�,'' _1.1�1 � "Ill 11 I I , _�,, ".., 4� � , 'I, �� , . `,1 I I P A 4 tw�p , , � �_� 'i`,�', - - , . I � "I a " 7,��, It" �, � _,� �_ �, e,,0 ,&,,P, , Qj�,g , _�. . k�,, ,,,-,:,N, -i _�,n � _�,� ,�,,, " . l,,ot 10 �, #�v . ,�, " I 'I, ,�, . "', _�71'," :_ ,4,�,�, , - � " n�. " , �51`41", `�" " I � 1; _,�164 -7, _ " ., , , ,F�af,jj ., , . , - " !,,,� , -! - --�---:'��.,,- �' I , , "4,'�, ". Ir ._`ll'.�0.11) ?!,�er-, ,.�., ip , � , - 'I, r., -� 11 , 1� N" � , I , " , , t . " j - �1 , , , � , ,:;� _ , , ,4 ,� It I , � , �� '' - - 1, . ''I � 'L I V�__ �i� . , � . , , , ti", " I �� , "', �, ?,4 f�, �-x , " , , $ I I ti 16 x i ' BOLL zz,I4� 4, � 11 - � ,!'b'v_ , , I �_ � " : " , , - .., , '1.n', L, �, I ,� , 1-i ., �Sy.'f-,il�, _* , 1, ,� �, ��-,, ""i-p;V1. .�, -1 , ,,,� ,I _," �, -1 . ,,-; ": .!, , , I I f ., ., ;:,',��,, i_,45;�_, � , I I, � � �, 1;, I '' , ,;J, � � , I *�`��ir_li`l " "t W, , , �, - , � ". - � , , I 1, � t C;_4 0 * I. � " - � - �! 1, _�.. ,I C. I R, ii; �. %,, � I .1 , '' �� � , , T AND 2 r` - I , ,� 7,�, - . � .114 _ - � C�� .11 �, - " � - N J � ,�, �,-;�,,,, . - , " 1, A";' -!�iQ'�,7,'��,#_,f I, .� ,�;��j , Ax h. 1; -o�� " ,'�� , " .''', ,!ll,,� , "y I - ,-� ,,,` . o � I -� ,�t , . w. 1.� , " I, �- � "'; � .rl 4 � V,��011,v "if�..pl-I'l � �� I " �"' "" "' N , . I I plq,�',,"'' 'r - � �� - , -- ,,, , " P I " , '"' � '' t4 � . - __ :- ' , .%", -) N ,'�,_�,' yr�t'��4��J��, o",%,5', WASHERS 1 1,3 �, a " I�' I , _I,L�;,, .,r ''" ' �' 'C[ � 1 , "' F4 I .1 ,�> 11, '15L , 7 -L I " La,,.zii, ;'N,,�r� I 41 . �Q ,,,,,,, ,, , '? A I/, I . I v. , , �t� � :, �- ,c:1 . ., .. '. , , �.. ,,,�' � 1 .1 *,�-` � � - " ' �MAK,. ",,,�'� ,,�, -:?I1_',_ F � ,_,--I"* I�7.1 Ri , ,z , , I �Z - ,";" _ - I �,, . - A'. � , "s '' 11 - , , - � ..q I .1 , ,� , 1 " � t'll- ",)".I. �ii� �� ,,,, �, I, I ,,�- � o, " , A, �, ,� mp, "4" �;14 ... , � - - ,�, W �, "� 4I , L;l ...... -A :1', � I I � I - I., . , ., _ �, � �,-j - _1�1'1. . , .. , ,1,,7'4"i,! , 1, -,!_-� e" , .� IS1,-, � 4 �, I ,�, I 'I . . I T"r' 4 ,�A ��`,-FEL 14, - "��,� ,,-��,I,� ,`i-lt,�O� 3'' 1 ,I, 1, .A�,1,,',j,i,, , ;�,','I'-`l,,�4,t% I , 'lv� � . -, '' ;_ ", "I'. I ., "'! � , ,� ��'.j, It" . .�� � 6 yp �1 , i--,4 4 " �'_ A�f �� � I I ', I _T , , . " ,��ll ," , ,,, '. � "� , " � , -,& I I,�-# , ,�f. , " , � . �� I �, , , � ��.. , 1, : I I I, - I � " , , �, 4 ,� I I, '� , ,�, i �,�,if "e ,w, rii�, "! I , � , , I III, . L'�, ., , , , , . � " , - I ,1 "t " ._,� . , , .i-�,;, -, : 2 , J N � b, � I . �, , "t!�_' , ,41-, , ,.I -t �,,� � ,,. , I ,r_1 I M 1:'N `�'t� 4*-�* ..4 � , I 'i PI `I.�Fa �'; 1 � VANFL END BEND' I , , �', ,- I � ,,,, -_ I " �. I, , I ,.,� - � , i�Ai I � I , - � , 1,,� - ,� " / I- - ij'., ��, ,:� V �; , ' * I I , , c " ,�-, ", I'-, IV- I _'_4I _ , I I - , '*r_�,of_"' - ' - ' I v-salff 4� 1 , ".�� L ,,, , ":-,i�, � I I I �, f � . L , "; ... _k-.._, � ' I '�I� �" � - -, ' . " , - ,� , A '' .r ", : - � ,I �' � I _. , If ), .11 ,I- - -41"I�II *1 tq 'T, I i - 'O lo , .- ,"', , � ' - I _. " " , I VERN"Ir"Ut ML I I , � 11; I . . . . . . I'll I'll I 4i 11 � : al� , , I I , �I , - '�'. 'I 6 �'4'� , L_ � " '1�9 ' � � I , , I v � � :�� __ ", . , n � � �, 1. I Ix � I . I �, . li,� ,4I. 11 cofl�`,, , I I I / - , , , _ 41, ,��-, c- -41 11 1 �7� � � � el , , ,�', � 7 .1 , - , l4l L T E A 4 � , I, I 11�: , - " ,,,, 4 I- - , " � I q ,,,.- , I . " , , ,�, ,I " , � Q'.�, � I � , I I ; " 11�y I ; ,1 11 � _5�� 0 � � 1�'. , , , I , , � 'A " ,`,�,',,- - ,�- � . I I ��, � "; ,, I , - � , 1� I , -e I -1 I . � I" �,,�' " I I I , , I I- '1 �;. i'.',;��, , � I , - �� .) ��', - , - Ii� - , �j,f,l It I - , I V , , . - :�t _; I il�� - - I , I ,� , ", "� � I 'N 1, I '.�, , F., - � �� �vi , � ,. , _ � . - � � , , � � ��Pl __ i ,,,, - � - * , . _L I , , . ,� , 0 il�). � , I '0�,,', -r "".'Z-4�, i ,, I f. IT , 6 .F. " �,' � � , � , -,! A. , � 11 . I , , .� 'r , f, � �, � . I � ri: ,-,i. � I . I , r, I . - - � - I I I . � . , I I �_ � I ,, �, ,,-, _ ,� , .1 , , 'I. ". "', , � , I � & J, , �� , 1 -1. V- , � � - � I - - , T n . i � 1.v=1 � . I :514 �::: I . I ,4 � . _,� __ - � � I ;,i , - i 1, 1 , .", -, �' , � �,'�, 1; 1�2 . %rw �11 �-�J§ ; � a , - - = ,,,-- VAL.L -4 Po,� I " Wi ,` , '_..� " ," 11,11. . I I w1i 7, � _� I �j 11 il - Ill 11 , �', i , �', I "? I . I . I I it t. - .- , -,:,�*!� n( ,�7,,f,il , " - I I I �, �ul -A� If SML � ' � _: " I I 14 �,,`, � ' � , 10 W FtAME BASEJ 1 - I t c . I �, I I 11, , Il 1� , rl,�..., - I , , , 4,11 - - I I % Ir - ( , . , I ,��; 4, P `�_ I I .i� I . _,_. " .1 v I � - 13 I I � , " �,�,""'-�,Iv4; 1 .1 - I I,-�'�' r,i,.q -I'l I I'll x , - I � I ,i'. , ,_,� - -1 I ,��, � x 12 GA. , I I I � �il -'!�,� - I , I . I In ��!,,J-;��", 11 �. N "" ,_,_1 �1 !8 ` L�ONG i4`, -BAR I va I ______ I-, � 41 It , GAt i�--, I I ,., � 0 � . , � �,41, , Al � I of I ' . l " , , I 1 .2 �'X 2_'�'�k 144� "' , '' - � ��� I , - "I ''I', 1, I 1 11 44 , .11" I . � .0 ',)RIVEN IN U �DISTURBEDJ � � I ___ 4 : , , "I �.'' , , �, ; , � � , "A 'P' , , , �., � � - .1 t�tilll� ;11116 1-yj N v 4 f � I Sym : 15S ,.w 1. , �� STE " ANGLE 6�-n" , .1 ," .1 I 1. i, ��, - , , - T11 I LARTH, USE HOLES � I 11 .. :. t!�, ".",�,""'i 41, - � , , �_ , A I " I � � - . )_ � .,-,:"-I i i � 0 �", ". 4�d A X. � 0 i . I, � � � 1, .", � - � IN PANEL. R-_ A S E 4 : I . I 1.1 .-- il_�' ,, I, I I z - I '':;",��'L ,:,�, , ��, �l . _ �,,. t, � �, . l I �1 . � I .1 , 1. ""I I � -1,, , I . I I � �*�,`I,�4 , � IN 1, I 1. , , ,�,, %, , I .� I " I ��'T" � � .d . I',- - , , ; , %�,`, I 11 �,, -, I \1 ,,' �-t'. I 1"_, ,,, I d �1� I 1, � "', l I__ I . " � � , I� � , 1, . , "'; ' I ., 'j_ " I � � ,� � �4, ,1�, �I . I el, � `�, , _,` �, ,. * , `tll� ., � � , 'Li� - `,�� , " I - , n �"_ I lv��l ; 11 , ) I " fl, - 1, `i -i " F- I i (� [A i WA L L SECT� )N AND 'A FRAME I I I 11 '11l%7;� It I_ - , - 1. - I I __ _ � I . � - I I ,- 1. � f -I �11 INS'AU_ATION N01 -1,`_'S 11 "I - ,,J� ; , ., - '-', , ;1 - " .� ". � �,, ".. — - - �, __ � �_ __ — __ � _ �., - - __ , , __ � .1 � " 1�1 �'.� , _i,- " ""I"i 1. "I, I ,." I BACKFILL WITH CLEIN EARTH, FREE OF F100TS AND DEBRIS, � I I, I4�- �1� 5, .. � 0. � V1 - � � . I 1. � : ", , 1 , .1 INSTALLED IN LAYER53 It NOT EXCEEDING 9 EACH LAYER SHALI � I I I I 11 �� I., - 11 .�.�'�,._ I , � BE PUDDLED AND CiREFULLY TAMPED TO ELIMINATE VOIDS FILL I I .1, 1 : POOL WITH WATER 0URING BACKFILLING, WATER LEVEL SHALL -41, 1 � I _;-� . I I %� '. NOT DIFFER FROM CAACKFILL LEVEL BY MORE THAN ONE FOOT. I . .1, 1. � , .1 1�-�, I I " '. til , "� 2. FINISHED GRADE SHILL SLOPE AWAY FROM Cl',')PING AT A RATE �, I N, 1* - � ��' � Af , , I, , . '11"�"_, " F'" -.R 6' WOOD DECK IF USEDp SHALI_ BE U, I� , 11. I I 1. ` �, � INSTALLED IN SUCH MANNER THAT DRAINING WATER WILL .1 I - I 1 I � I , I , , FLOW AWAY FROM 0PING. - . - 11 . I .. 11 I , 3. POOL NOT DESIGNED FOR SURCHARGE LOADING 11 . il, � I .1 � Ifl�,,, ,!- 1-1 10, I � i.,, i: I 1,�; . I ,10 I I . . � . .1i, � ,I; " �, � 1� "I : � 4. : ASTM A - 529 STEEL ,.� 42,000 psi fs n 25,200 psi 11 � � " " ": '' `I� " I -11 ". , � , -i�,,'� -I. I , ,,:' 7*1v A% --k I � -1 1`� � . il � G u - E� , �'i A,`� "'I" 1 1 "�, COUNT` `�,. 1 5. GRADE SITE AROUND POOL AND USE INERT BACKFILL TO LIMIT - I " '') : _ I 141I I , 'y", '" � I . ,�, � , * � `plri-��,f, � ,,, ,,',� " U Q &I I � r',) LIL)WO 1.),j; ' F 'I ` " ' " EQUIVALENT FLUID P&SSURE I - OF SOIL RETAINED TO 30 psf OR LFSS. I ,,, I I., 1 , ""I:, �,'i. I, PAP) 1, I "' T' I" 4 , I . M R., 1 ,,I , , � � I 11 ) I � � 1. I , � I , A I I �,� � " ,- ,,,, , , : �1' c I. I 1. ". - 'k I , ,,�, -,v . ''!,. � - '� - , _ ,, 1�,,�, ,'.N r, o,p ,,,�, V ,,, I � "",,,14 , , * �, , ,.� 4� �� IN U 1��')il_.11 '',,00"", .""', � _i,,� - ji� �, P I ,;,k'li�,: ��,�..��, , � .� ,,, i I . I , I �, I . � '. W ;I,! � .I - I - � , . � 11 _1 '. i 0'r, , 10i,11.1 I � � "� �'! �', " �. \,, ,vi!,�,,_,�, I � � ,I �.,% I ''il"', �,,,�,�'v�,J�,f,��,O.,, .� '� - . I �, . o', �, � I 1� '\Irf, , �, -, ill I Ill. v.',,'� ,,"),� 1�n _'�,),��,-�.' . I � I , r I\i, 'i '�'11 - 11 , , i; �", - I ��, I ", , , ,�, , _ I ,* 11 ''I I I ��_ki�, I,� , "�111..Vuk" -_,,� � . 0 I"', 1. _� ; ,% '' 11A..�,Iqill I * " I,, ", " I r i., vo� ''. 1 7�., " - I": - �T I , T, I. � 'v "A ,,, -2 = 1 C. SIM c z m I ,,,,=�,,,,,,=,,,,,,�r�:���m,.A",4"1I � � ,!,-jr- Lm",-7--"17d'�', "I r.y 2 r, - i � " ,,, "I'm � 174:1211� '" , , , , �17 1 - In i�i�-, __ cc I =_ " - ., IMM -11411r,11 ".. � , , . I - .11 . �� � I,-, , I -m,mv � � I , 14mmimmm,vow 'I , I I , , " I _0 , � "111 �, t, Ilk"il, t 4 - I ,�;._�': 1 ,:4 xomm % or-, I If m - , "'� � : I I � I , a1v I I ,� " q I Ir" I � . _ ______.____. _________. I ___ fiW12mbdimmummmmm" hm� I all .I 11 W �, F - � I Z,:.,N� "",L ' '1'4�' ` I , ,��-i,�i��A;Iil I .,i�ll I _," � 9 "jT -�Oj 14 p-� - I, * I t 1� 'r, �. "I. I . - 7 fj 14 ida, T'l 41 ILL HURIF, RM R"Otl AWE tOW mi. t 1, 1 - -1 1—i , I , "., 4 A� 7 q "'A"l in,- 11 t"'. fkA Y4, 3r, SCE 46 V9 0 24, L, zo, t, ,i � � �� 1 � �r �� �tl\�'� �, ,. _ 1 �� � F, � � � _, � 1 �� I! .,1 4�� �� I � ! .. � � � 5 i ., It � � '_ � ,� '�' � t :: � �� r .; � � �� _, �. _ ., I� t I l j - .� t� � Yr 1 ��� ( v� j i' f�� _ �. i. _, ,� �. r '- � � � e � �� � �: � ' � .: , r, ,_. �� y .. r � i�, � j .. r ! �.. ,; �. ,_, i i � ; �� .� .,. � �. _. t. � �.. �.. 1 r� 4— � , � �� ,. ,. ,� i 1, �. ,.i ., .. �. J j ... � �. �. :: - ,. , rr � - � 7,� -. >.. .. u.. .. -., � %' Y '�t i t r '� �� I� ... r` f . - !,� �. � . _ � „ i �. , r_,r .. I. ';. _ � i �:. � �... � ,� .. ii ,�� � �, �s. �.. ..' _ _. '•� _._ _ ,�� ., �. l ,, � .,. �. _. �„� ., '. � � , ,� �. � i � �. i . - � � + ;,i.. ! 1 '� '�' r �, .: :...,:. .-,.. . .. �� .. ,. _ :�: _, � �. .. � ., �� _,�. ,. ��. _. �j` � .. �"�. �� �,Sr {' � ��� �� a r � � �W r ay �' ' �� � � � � �T � 4�� � lir . � .,s .,. � �� a '., ..vY _ ' . s SN � .. �"�. �� �, �� .,. � �� a '., ..vY _ ' . s SN � .. :Z {{` {ii'ji s q, Sal e{Fpli1A ,11 4,1., 'F{}4Y 11 .,�} } 4 aFr 51�. '�}� 17114 t '�T��.{p�� 4 1:';1�..�. .,A"t"I'.. '.1 ,� 1. 7' :a. P . g 6 �. i .i y:. p ,.�' " �' }t'i �i :�'':' A ; i '. +' . 1 �: "4, /9r '. } •k, 7 .,�i. aPf, ,t j :+{ k "k :1-iX • C.' F ��' k t- �• ! .a. }�lFJ.!�,� wile f10 7 "' .�':9:"yty `y.�,,` I1M Id�,',�y'�'x°'��Y�',.f ,MN,',�,'�'T• �3' ,Y '•rCrtl•u'k:.+ikear.Ntar•;klMKriauYika.'+^I±++iwlYnleR'af:y�"wlhwW"MMI � 7!�i �* �y NT q�,r±y1k� h+''�h�a�.Q�' � ': � � J �!rdj`�' 'Y4^ _ �1 •'u i�.�,j�, IAyr.�vX,� •"S.i1�yt�A� 5�1 �LuJtha a� �tffid � $�' Ai M �rc Fdn'.� R.i � :.Ai9, 4�°+''�' �t '3� Y f ( 7, + �r,M ...�•, t': Y �.r'°- }� $6 � 1t'� •nrt�� !tT,.2t pt� ��s ' mv..rnpy'"g•+N4!.. }'.'•L N > �'f, ! N ,�y 1 tl T N gy jp yy[ Itl '•�.. wd"..it,..Sn� � �� �� t� � R y � � � J # � � ��-.�es S F Y �.. ...�n .. ..r:.,...r' w•� �. f � i1 •• 1 ` y_ ...r ++ .-•✓-+..w w- � Mww.+., f � � •--.reH-w�aM. C.3...-I.r-n --rxn, r. ,.iM... ..�..:--.}t.-..--MFII,. • w. ..w... «.h .-+..'.�:.rn..-:«:n_. .r'ln... (�(� p •s�i•,Y r. w...»Yw_rw-_.. _.._e�w, ri....r......_�._;,.a....r...r�Yrw«....e«. .. �.w...r�r .._w�wr..<r. rr.wr.s. --n.we..'wv----...y. r....r_w__..—.._....,. JB, AbAM3 COMPANY ENGIttEER1N0 wti:wM r_Yf-. COPY,RIOHT 1979 t ,. 5, 4-197Y ; l-iC£ trj S I A2 C LIGE, C2' RIC A3 } ► '� R ' L Y.r SPAN _ 4yt}D/12 WK ---- _M -a -. - _ _,. �_.,._.».�-r_,..... w�---- --- r. was �. ..__ Y o)t 1I:�'m � r ORwLESS■ ~MINIMI M LUMBER^ TOP CHORD -2} 6 •POUti�FIR-LAR 42 e0TTt3�l CNOr�p■mak L >SUtaG FIk-STUD � � w AhT 92 � a� 4.3X ,Et.JOINT Al 1,3X 1a19 -01147 A*243,2X 3,6 JOINT' D 3.2X S.d AI.L Wt~US �X 4 NIM^FIt3 S T s , • 10X147 C2�3,2X 7,2 ORACCI1 WEBS A2-G2t d t 9 L� ,�1•7.pX 3,4 JT,A247,OK S+d JT+C3`7,6X, 5,4 JT.C2p2.r5X i,2 THE ,HYNTl4Uh1 BEAR;INO�} :5,5 INCFiLB rw.rrr M_rw.n yT� irw!N'+Frrwr_}rr rr rw i.a.rr.wrrn M-__ww r_—.:« rrwh! liwa#'wr'rrris-i:'-Nw_ww.Irrrr...ewrM••.a:r.w'r.+_..rrnei,�rYf�M7••r+wrs.w.u—l+Mr•!n'W# (���^ 0 ~_b` - /}i'� LESS MINIMUM LUMBER TO CMOt�D■2X 6 HEN-F';1it i2 €tOTiAL CWCbS-2X d POWHCH FIR^LAR 02 + alit��� i�"%•i°# W011 O T Al■1.3X 1.0 JOINT A2.3.2X 3a6 JOINT B■3.2X 5.4' ALL uE.IrS■2X 4 HEFi�F1R ftTUD �10INT C3■3,2X 3,6 Jf)INT C2■3,2X 7.2 BRACED WEBS A2 C2r LJ S' OES T, a0X S.A JT,A2■7.bX 5t4 J1.C3�7OX 5.4 JT^C2■7,9X 7+2• THC 'h1NIMUM BEARINO■ 3.5 INCHES _ I 7 r#•, r,-wrrYarr-------- r.rr�r __w.r !•. r:NiM_wY.nwrrn_,—.•-i_Yww�,-w.r. wlhM 4ri1++11+�.Ir•�.Mewr.H.rr,rr. w rY P„ F R . r 9a�T. dR LESS MINIMUM LUMBER TOS' CHORD -+2X b HEM -FIR -42 BOTTOM CHORD■2X b 't�OUtT i`IR"LAh ✓2 ( �1 01 A” , 9,0 JOINT Al■I.3X 1.6 JOINT A2■3.;2X 3.d JOINT Vw3.2X 5+"4 ALL WEbB■2X d HiM*F1`R sTD ! „ jik' ■3:1,6 101147 C2■2,6X 7,2 BRAt:ED WfwI1S A2rG2t i '3i• SPLIC & JT+A1a7+pX O.4 JT,A,!■7,OX ai'>d JT.C3■7.0X 5,4 JT.Cl-7,OX 7.i�2 THE ;MTNIMOK OCART o” 1 0 XNCHESw t _ _ _ ..r____- N 3 -. r _ N --_ -_- »_---------__ _---_--- ~_ f FOR�SPA ' 4V - .3` OR LESS A]Nlttl1h LUHDER TOP CHORD -,FX 6 HEM-F'IR 02 BOT102 CHORD■2X 6 HCM "FIR -w1 JOINT A■ 3.9X 9.0 00I14T AX-1i:3X 1,B JOINT A2,•2.6X 3.6 JOINT 8-3.2X 3•b ALL•WEBS■2X 4 HE;)t-FIR BTD I JOINT C3■1,6X 3ab JUTNT C2■2.6X 7}S' BRACEI% Ne85 A2-CZt 1 JT+ SPLICES: JT,A1,w7+OX' S,4 JT.A2w7.OX ',0,4 JT -00-0>r .5,4 .1T,C2■7+OX 7,2 .THE MINIMUM BEARINOM 3.b INCHES 1 -- _--__ Fog SPAN 9X 9.0 JO LESS AS■1`$XNiMUM LUMBER TOP CNORD 2X 6 HEM-F.R 41� r BOTTAMLCHORD-2Sw4 DOUG FIR =LAR ml t B JOINT A2■2rbI4 3,6 JOXNt B■3.2X 3,z+i 4 NEM -FIR STP I Ya., JOINT A 3. DRACEP A2-C2t I JOIN! T:3■2,bX 3.6 JOINT C2■2,6X 7.2 B JT. SN.ICES JT,A1 7•OX 5 4 JT A2 7,OX 5.4 JT«C3-7`.OX14.4S JT42■5,BX 7.2 THE NIN00M BEARINS" 3 5 114CHES I t• r • , r► ■ d DOUQ FIRt LAR ® FOR SPAN' qt. 6 OR LESS MINrlHUM LUMBER TOP CFtD D QIN1 80302XI3.8AR t}1 BOTTALLCHWORD 2X 4 Ht"M-FIR -;TP JOINT ;Aor 3,9X 9,p 40INT AlR'1 ,. R E85 .2X . 3X 1 S JOINT ii2'�2.6X 3 JOINsPLICES6X�IT,AI d.SX •6 JT'.AxN4:aX 'S,d J'T.0 400XI,144S JYtC2■'I'' 6X 7.Z THE MINIMUM WBEA►7INOYERS 23.5' INCHES „_ d JOINT C2 2 6X 7.2 BRACED POP ,fPAN 3-ll�- S' .QR LEG& t+1N1MUM LUMBER TOp CHORD02X 4 DOUG FIRrLAR A2 SOTTON CHORDW2X 4 DOUG FIR -LAR Q1, 1 4 i' JOINT A■ 4,5X 7.2 JOINT' Al■1,3X 1.E: JOINT A20m2obX 3,6 JOINT 0-3.2X 3.b ALl WEB5�2X d HEMYFIR BTD t JOINT C3■2.6X 3}6 JOINT C2■2.6X 7a2 NO hINIMU WCBS t t JT. SPL ICES JT.A1■d,SX 3.6 JT,A2.4.5X 'S.d------------ JT, ■ �rr_a>_,�__..�rr.� .J THE MINIMUM BBARIWq■ 3,o INCHES t C3 7 0X14,4S JT C2■5 4hX 7 -_ r r« - FOR -6PAN 17'- 4- OR LESS r01HIMOh LUMBCR top CHORD 2X 4 DOW FIR -LAR 02' BOTTOM CHORD*2X 4 1ldUO FIR^LAtt ®2 t r JgINT:A■ 4,5X 7.2 JOTN.T A1R1,'3X 1.0 JOINT' A2�2 6X 3.6 JOINT D�3.2X 3,6 Alrt. WEBS■2X d HEM�FXR STD t y,. JOIN! C3■2.6k a.6 JOINT C2■2+6X 7.2 Nt) BRAGEq WCDS' r X JT* SP:LICCS JT«A1 4,5X "1,6 JT.A2-4.5X 3:4 JT.C3 7.OYel444'J JTaC2 $.OX 7.'2 THE MINIMUM VCAR,Ioc"#S INCHES t ., `._„n.._r___�_--rMUM-LJNbEtt--TOP CHORDiw2X 4kIIPM,-F'IR 01W DUrt;Td1i CHORD«27-4�X11Jtt1I FTti�LAN�A2 1 ,_-FOK9PAN-�37� a 6 .__.� ■ ■ !,• OR LESS■ MINI ■ d )ttiM F1R GO t Y? 107147 A 4SX 7r-7 JOINT Al 1.11C 1a0 JOINT A2 2t X 3.6 101147 B■3.2X 3.¢ ALIT aEHS 2X JOINT 042►6X 346 JOINT C2■7'.6tt li.t JT.C3■7.0X14..45 JT&C".■S t3X 7,12 THE AINIMUMNO PhAtcrj t�BCA'RINO■' 3,'S INt:HE6 JT.aSPLICES JT•AIw4.5X 3•E JT,A2■44X 5.4 __ tir -�..__ ;,+.�,,.....w-.�.r•..r— _.....:...e.,..eutc -----— dR LtrSs MINIMUM LUM.SEk ■TOP CHOdDJpXNT bEM-2XR3o6 801TALLCHORP-19 4 HCtt-FtTt 41 1 f _ t a -� � 7,s JOINT AI l' OlidT A2 Y7i6X 3i r . B,.x2 4 Ht44IR STll f ,.•y FOFi SPAN 37 d JOI NT' A d t "t R, 3X 1.6 J NO P kAm IVCE�S t 1 JOINT C3■21,6X 3*b JOINT V2"`,2.•6X 7,2 r JT• OPLICCS JT•A1v.q.5X 3.6 JTth2-4.15X :5.4 "JT.C3a.7.OX14',d5 JT.C2=S.6X 7•,2 THE MIRIMUM BEARTttti 3,:f INC 1E t THE BEST RIwSuLTS 'X14 TRUSS FAVR)CATiON A.RE dBI41INk'D WITH A MECHANI'CAi. Jttt THAT` ELIMT')IATt»B tlt+t?npUL ETTtES�t�R CAU��I� 4 1tY !!'+}tDLINO LAGKI)iG SUCH /t JIO0 Of"tEATER t✓t RE t1UST I{i: 1wXEk.CISED. iN HANDLING 'THE TkOS0 OR L000119 :CCtORCC.10A PLATED, F C3ai►ULU BF SU091'17010, J,D.ADAMS Co. tjE R5 Nb RESPONSIBILITY FOI2 THC EkECTION OF tliUb`SEBa PERSONi# ItSI,NT3 T tU9ItEiX' t ?; IN ItEQAhI1 TD ERECTIp11 BRACXNt3' AND PERMANt:MT ,BFiACxNgv At.L Jd1NTI1 MUST 1' e; BEEACCURATNLY Cutt AND FITED lb WK 4 bIMENSTONSLONAL AMOST U VGR1i.TED. ALL PLAYEi CENTERED UNLE83 5)tOitN OTIdEFt4J;sCw P A7ESi �tRE t MINIMUM' HASt:D bW $TRESSES. FAI+RICATOR �HA`T FIND' FROM EXPERIENCE T iAT SghC .JOINTS HIOHT kt*UIRE LAt SSR t'�I.ATCR FOR ' 1 HANDLIWO* ALL CONTINUOUS BRACINO dN VCBS ANB CHORDS TO BC ANCHbt 9 AT I+gTH ENDS T'O 511IT'ADLE SUPPOR1: t CALL DRACINq TO BE $U1''PLIED D1-OTFiE►ta•) ALL WE#t5 2X4 .UNt.ES3 OTNCPgISC 'GPECXCIED. hUL;T.1BPIKE Y (BY' J•b. ADAMS CO. ) SMALL BE ODE OF 20 OAOE iSTEEL AND K'FtESSED INTO StgTN irACES QP' JIIZNTII. ��j _ wwkr__rM.Yra. +n««w.rut �.Y r rw..Ir ru Lw»r.Ww+Y,.V.rr+.r.+r...r Wi.rrY. w:#.-..^a#+sr..+^w.�..•. «.�1....w-r__•,rrrrw..w.w. r:war+YlM'.....::....,+`.1+�'rw..r..ew+ryrLMiY+r+i.wrw.M.w.iwyiy{cr'w .... i 'ft1t15'S f+t)h�itNit t ' MULTIP'LY SPAN BY f ACIOfiS BELOW FOR STRESSES � ROfIt" k K A -A1 'SOb,92'ZC) A#rA2■ '90.44tt) Al- Dr 62*et(G) A�'C3■ 4^Bw74(t) C'3 -C.2* J�_r,o2�T) , 1 I.Lo 144 ,P's'�` t Al -G3■ x1.5CttC) 'G3�A2r"' 4.113(T) A2�C2■ 22.a111tC> B -C2 29+9t?(T) 1 1rL.i* i�i�gtt F` I . t �kTf1.1t413 i 3 FOR . At -L BRKCED tkCSt U8E A LX4 CON141NUOUs DRACry t 1L4. Q;It4 P#}t" I l trdr< A MINIttUM BCARINtD dRCAfiER THAN 3 1/2' but NoT Ex.CEEJINCs At• t ltL�. IO.dO'�1I'f A 11t ONt1 Dk ARINiI BLOCK 4 SPACED AIT '2 , •q.C. t R{;ftUZRV �kbILS ON BK:ARINO BUCK■tMTN� RClt-3.t5)X 3.91 '� N{w4wfi.waI r �a?,-rr'wNYiY Y•i�rlriwrN rk air.n. Y+..wi%wti.Wt rFlewr'W'IYi+x r,�%}Ni{,�M rt F << _ .. , I of �I t I , V� 'I t b i i :Z {{` {ii'ji s q, Sal e{Fpli1A ,11 4,1., 'F{}4Y 11 .,�} } 4 aFr 51�. '�}� 17114 t '�T��.{p�� 4 1:';1�..�. .,A"t"I'.. '.1 ,� 1. 7' :a. P . g 6 �. i .i y:. p ,.�' " �' }t'i �i :�'':' A ; i '. +' . 1 �: "4, /9r '. } •k, 7 .,�i. aPf, ,t j :+{ k "k :1-iX • C.' F ��' k t- �• ! .a. }�lFJ.!�,� wile f10 7 "' .�':9:"yty `y.�,,` I1M Id�,',�y'�'x°'��Y�',.f ,MN,',�,'�'T• �3' ,Y '•rCrtl•u'k:.+ikear.Ntar•;klMKriauYika.'+^I±++iwlYnleR'af:y�"wlhwW"MMI � 7!�i �* �y NT q�,r±y1k� h+''�h�a�.Q�' � ': � � J �!rdj`�' 'Y4^ _ �1 •'u i�.�,j�, IAyr.�vX,� •"S.i1�yt�A� 5�1 �LuJtha a� �tffid � $�' Ai M �rc Fdn'.� R.i � :.Ai9, 4�°+''�' �t '3� Y f ( 7, + �r,M ...�•, t': Y �.r'°- }� $6 � 1t'� •nrt�� !tT,.2t pt� ��s ' mv..rnpy'"g•+N4!.. }'.'•L N > �'f, ! N ,�y 1 tl T N gy jp yy[ Itl '•�.. wd"..it,..Sn� � �� �� t� � R y � � � J # � � ��-.�es S F Y �.. ...�n .. ..r:.,...r' w•� �. f � i1 •• 1 ` y_ ...r ++ .-•✓-+..w w- � Mww.+., f � � •--.reH-w�aM. C.3...-I.r-n --rxn, r. ,.iM... ..�..:--.}t.-..--MFII,. • w. ..w... «.h .-+..'.�:.rn..-:«:n_. .r'ln... (�(� p •s�i•,Y r. w...»Yw_rw-_.. _.._e�w, ri....r......_�._;,.a....r...r�Yrw«....e«. .. �.w...r�r .._w�wr..<r. rr.wr.s. --n.we..'wv----...y. r....r_w__..—.._....,. JB, AbAM3 COMPANY ENGIttEER1N0 wti:wM r_Yf-. COPY,RIOHT 1979 t ,. 5, 4-197Y ; l-iC£ trj S I A2 C LIGE, C2' RIC A3 } ► '� R ' L Y.r SPAN _ 4yt}D/12 WK ---- _M -a -. - _ _,. �_.,._.».�-r_,..... w�---- --- r. was �. ..__ Y o)t 1I:�'m � r ORwLESS■ ~MINIMI M LUMBER^ TOP CHORD -2} 6 •POUti�FIR-LAR 42 e0TTt3�l CNOr�p■mak L >SUtaG FIk-STUD � � w AhT 92 � a� 4.3X ,Et.JOINT Al 1,3X 1a19 -01147 A*243,2X 3,6 JOINT' D 3.2X S.d AI.L Wt~US �X 4 NIM^FIt3 S T s , • 10X147 C2�3,2X 7,2 ORACCI1 WEBS A2-G2t d t 9 L� ,�1•7.pX 3,4 JT,A247,OK S+d JT+C3`7,6X, 5,4 JT.C2p2.r5X i,2 THE ,HYNTl4Uh1 BEAR;INO�} :5,5 INCFiLB rw.rrr M_rw.n yT� irw!N'+Frrwr_}rr rr rw i.a.rr.wrrn M-__ww r_—.:« rrwh! liwa#'wr'rrris-i:'-Nw_ww.Irrrr...ewrM••.a:r.w'r.+_..rrnei,�rYf�M7••r+wrs.w.u—l+Mr•!n'W# (���^ 0 ~_b` - /}i'� LESS MINIMUM LUMBER TO CMOt�D■2X 6 HEN-F';1it i2 €tOTiAL CWCbS-2X d POWHCH FIR^LAR 02 + alit��� i�"%•i°# W011 O T Al■1.3X 1.0 JOINT A2.3.2X 3a6 JOINT B■3.2X 5.4' ALL uE.IrS■2X 4 HEFi�F1R ftTUD �10INT C3■3,2X 3,6 Jf)INT C2■3,2X 7.2 BRACED WEBS A2 C2r LJ S' OES T, a0X S.A JT,A2■7.bX 5t4 J1.C3�7OX 5.4 JT^C2■7,9X 7+2• THC 'h1NIMUM BEARINO■ 3.5 INCHES _ I 7 r#•, r,-wrrYarr-------- r.rr�r __w.r !•. r:NiM_wY.nwrrn_,—.•-i_Yww�,-w.r. wlhM 4ri1++11+�.Ir•�.Mewr.H.rr,rr. w rY P„ F R . r 9a�T. dR LESS MINIMUM LUMBER TOS' CHORD -+2X b HEM -FIR -42 BOTTOM CHORD■2X b 't�OUtT i`IR"LAh ✓2 ( �1 01 A” , 9,0 JOINT Al■I.3X 1.6 JOINT A2■3.;2X 3.d JOINT Vw3.2X 5+"4 ALL WEbB■2X d HiM*F1`R sTD ! „ jik' ■3:1,6 101147 C2■2,6X 7,2 BRAt:ED WfwI1S A2rG2t i '3i• SPLIC & JT+A1a7+pX O.4 JT,A,!■7,OX ai'>d JT.C3■7.0X 5,4 JT.Cl-7,OX 7.i�2 THE ;MTNIMOK OCART o” 1 0 XNCHESw t _ _ _ ..r____- N 3 -. r _ N --_ -_- »_---------__ _---_--- ~_ f FOR�SPA ' 4V - .3` OR LESS A]Nlttl1h LUHDER TOP CHORD -,FX 6 HEM-F'IR 02 BOT102 CHORD■2X 6 HCM "FIR -w1 JOINT A■ 3.9X 9.0 00I14T AX-1i:3X 1,B JOINT A2,•2.6X 3.6 JOINT 8-3.2X 3•b ALL•WEBS■2X 4 HE;)t-FIR BTD I JOINT C3■1,6X 3ab JUTNT C2■2.6X 7}S' BRACEI% Ne85 A2-CZt 1 JT+ SPLICES: JT,A1,w7+OX' S,4 JT.A2w7.OX ',0,4 JT -00-0>r .5,4 .1T,C2■7+OX 7,2 .THE MINIMUM BEARINOM 3.b INCHES 1 -- _--__ Fog SPAN 9X 9.0 JO LESS AS■1`$XNiMUM LUMBER TOP CNORD 2X 6 HEM-F.R 41� r BOTTAMLCHORD-2Sw4 DOUG FIR =LAR ml t B JOINT A2■2rbI4 3,6 JOXNt B■3.2X 3,z+i 4 NEM -FIR STP I Ya., JOINT A 3. DRACEP A2-C2t I JOIN! T:3■2,bX 3.6 JOINT C2■2,6X 7.2 B JT. SN.ICES JT,A1 7•OX 5 4 JT A2 7,OX 5.4 JT«C3-7`.OX14.4S JT42■5,BX 7.2 THE NIN00M BEARINS" 3 5 114CHES I t• r • , r► ■ d DOUQ FIRt LAR ® FOR SPAN' qt. 6 OR LESS MINrlHUM LUMBER TOP CFtD D QIN1 80302XI3.8AR t}1 BOTTALLCHWORD 2X 4 Ht"M-FIR -;TP JOINT ;Aor 3,9X 9,p 40INT AlR'1 ,. R E85 .2X . 3X 1 S JOINT ii2'�2.6X 3 JOINsPLICES6X�IT,AI d.SX •6 JT'.AxN4:aX 'S,d J'T.0 400XI,144S JYtC2■'I'' 6X 7.Z THE MINIMUM WBEA►7INOYERS 23.5' INCHES „_ d JOINT C2 2 6X 7.2 BRACED POP ,fPAN 3-ll�- S' .QR LEG& t+1N1MUM LUMBER TOp CHORD02X 4 DOUG FIRrLAR A2 SOTTON CHORDW2X 4 DOUG FIR -LAR Q1, 1 4 i' JOINT A■ 4,5X 7.2 JOINT' Al■1,3X 1.E: JOINT A20m2obX 3,6 JOINT 0-3.2X 3.b ALl WEB5�2X d HEMYFIR BTD t JOINT C3■2.6X 3}6 JOINT C2■2.6X 7a2 NO hINIMU WCBS t t JT. SPL ICES JT.A1■d,SX 3.6 JT,A2.4.5X 'S.d------------ JT, ■ �rr_a>_,�__..�rr.� .J THE MINIMUM BBARIWq■ 3,o INCHES t C3 7 0X14,4S JT C2■5 4hX 7 -_ r r« - FOR -6PAN 17'- 4- OR LESS r01HIMOh LUMBCR top CHORD 2X 4 DOW FIR -LAR 02' BOTTOM CHORD*2X 4 1ldUO FIR^LAtt ®2 t r JgINT:A■ 4,5X 7.2 JOTN.T A1R1,'3X 1.0 JOINT' A2�2 6X 3.6 JOINT D�3.2X 3,6 Alrt. WEBS■2X d HEM�FXR STD t y,. JOIN! C3■2.6k a.6 JOINT C2■2+6X 7.2 Nt) BRAGEq WCDS' r X JT* SP:LICCS JT«A1 4,5X "1,6 JT.A2-4.5X 3:4 JT.C3 7.OYel444'J JTaC2 $.OX 7.'2 THE MINIMUM VCAR,Ioc"#S INCHES t ., `._„n.._r___�_--rMUM-LJNbEtt--TOP CHORDiw2X 4kIIPM,-F'IR 01W DUrt;Td1i CHORD«27-4�X11Jtt1I FTti�LAN�A2 1 ,_-FOK9PAN-�37� a 6 .__.� ■ ■ !,• OR LESS■ MINI ■ d )ttiM F1R GO t Y? 107147 A 4SX 7r-7 JOINT Al 1.11C 1a0 JOINT A2 2t X 3.6 101147 B■3.2X 3.¢ ALIT aEHS 2X JOINT 042►6X 346 JOINT C2■7'.6tt li.t JT.C3■7.0X14..45 JT&C".■S t3X 7,12 THE AINIMUMNO PhAtcrj t�BCA'RINO■' 3,'S INt:HE6 JT.aSPLICES JT•AIw4.5X 3•E JT,A2■44X 5.4 __ tir -�..__ ;,+.�,,.....w-.�.r•..r— _.....:...e.,..eutc -----— dR LtrSs MINIMUM LUM.SEk ■TOP CHOdDJpXNT bEM-2XR3o6 801TALLCHORP-19 4 HCtt-FtTt 41 1 f _ t a -� � 7,s JOINT AI l' OlidT A2 Y7i6X 3i r . B,.x2 4 Ht44IR STll f ,.•y FOFi SPAN 37 d JOI NT' A d t "t R, 3X 1.6 J NO P kAm IVCE�S t 1 JOINT C3■21,6X 3*b JOINT V2"`,2.•6X 7,2 r JT• OPLICCS JT•A1v.q.5X 3.6 JTth2-4.15X :5.4 "JT.C3a.7.OX14',d5 JT.C2=S.6X 7•,2 THE MIRIMUM BEARTttti 3,:f INC 1E t THE BEST RIwSuLTS 'X14 TRUSS FAVR)CATiON A.RE dBI41INk'D WITH A MECHANI'CAi. Jttt THAT` ELIMT')IATt»B tlt+t?npUL ETTtES�t�R CAU��I� 4 1tY !!'+}tDLINO LAGKI)iG SUCH /t JIO0 Of"tEATER t✓t RE t1UST I{i: 1wXEk.CISED. iN HANDLING 'THE TkOS0 OR L000119 :CCtORCC.10A PLATED, F C3ai►ULU BF SU091'17010, J,D.ADAMS Co. tjE R5 Nb RESPONSIBILITY FOI2 THC EkECTION OF tliUb`SEBa PERSONi# ItSI,NT3 T tU9ItEiX' t ?; IN ItEQAhI1 TD ERECTIp11 BRACXNt3' AND PERMANt:MT ,BFiACxNgv At.L Jd1NTI1 MUST 1' e; BEEACCURATNLY Cutt AND FITED lb WK 4 bIMENSTONSLONAL AMOST U VGR1i.TED. ALL PLAYEi CENTERED UNLE83 5)tOitN OTIdEFt4J;sCw P A7ESi �tRE t MINIMUM' HASt:D bW $TRESSES. FAI+RICATOR �HA`T FIND' FROM EXPERIENCE T iAT SghC .JOINTS HIOHT kt*UIRE LAt SSR t'�I.ATCR FOR ' 1 HANDLIWO* ALL CONTINUOUS BRACINO dN VCBS ANB CHORDS TO BC ANCHbt 9 AT I+gTH ENDS T'O 511IT'ADLE SUPPOR1: t CALL DRACINq TO BE $U1''PLIED D1-OTFiE►ta•) ALL WE#t5 2X4 .UNt.ES3 OTNCPgISC 'GPECXCIED. hUL;T.1BPIKE Y (BY' J•b. ADAMS CO. ) SMALL BE ODE OF 20 OAOE iSTEEL AND K'FtESSED INTO StgTN irACES QP' JIIZNTII. ��j _ wwkr__rM.Yra. +n««w.rut �.Y r rw..Ir ru Lw»r.Ww+Y,.V.rr+.r.+r...r Wi.rrY. w:#.-..^a#+sr..+^w.�..•. «.�1....w-r__•,rrrrw..w.w. r:war+YlM'.....::....,+`.1+�'rw..r..ew+ryrLMiY+r+i.wrw.M.w.iwyiy{cr'w .... i 'ft1t15'S f+t)h�itNit t ' MULTIP'LY SPAN BY f ACIOfiS BELOW FOR STRESSES � ROfIt" k K A -A1 'SOb,92'ZC) A#rA2■ '90.44tt) Al- Dr 62*et(G) A�'C3■ 4^Bw74(t) C'3 -C.2* J�_r,o2�T) , 1 I.Lo 144 ,P's'�` t Al -G3■ x1.5CttC) 'G3�A2r"' 4.113(T) A2�C2■ 22.a111tC> B -C2 29+9t?(T) 1 1rL.i* i�i�gtt F` I . t �kTf1.1t413 i 3 FOR . At -L BRKCED tkCSt U8E A LX4 CON141NUOUs DRACry t 1L4. Q;It4 P#}t" I l trdr< A MINIttUM BCARINtD dRCAfiER THAN 3 1/2' but NoT Ex.CEEJINCs At• t ltL�. IO.dO'�1I'f A 11t ONt1 Dk ARINiI BLOCK 4 SPACED AIT '2 , •q.C. t R{;ftUZRV �kbILS ON BK:ARINO BUCK■tMTN� RClt-3.t5)X 3.91 '� N{w4wfi.waI r �a?,-rr'wNYiY Y•i�rlriwrN rk air.n. Y+..wi%wti.Wt rFlewr'W'IYi+x r,�%}Ni{,�M rt F << _ .. , I of �I t I , V�