Loading...
HomeMy WebLinkAbout039-460-075051-#40-075 039-460-00-75 02-0221 PENDLEY, SPENCER & I] J190 MARSH CT, DURH ALED CONT: TOBY STORN %o NSF 4BR, 3BA 30 8-i 903/0 39-y6o-G'7S Pnd levrnar5h , Spencer • 2W 9a`�� ��,howi �T; b�rgla�s 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: 2490 MARSH COURT Owner: Permit NO: B08-1903 APN: 039-460-075 PENDLEY, J SPENCER & VALE Issued Date: 10/03/2008 BY TMP Permit type: MISCELLANEOUS' 2490 MARSH CT Subtype: Private Pool DURHAM, CA 95938 Expiration Date: 10/03/2009 Description: NEW FIBERGLASS POOL (530) 342-5527 Occupancy: Zoning: SR -1 Contractor Applicant: Square Footage: VIKING POOLS OF SACRAMENTO VIKING POOLS OF SACRAM Building Garage RemdUAddn PO BOX 606 PO BOX 606 ANDERSON, CA 96007 ANDERSON, CA 96007 Other Porch/Patio Total (530)365-3149 (530)365-3149 FEE INFORMATION DBEH Building Review Fee $78.90 DBMSC Swim Pool -Master Plan Co $512.42 Total Charged: $591.32 Fees Paid: $591.32 Balance Due: $0.00 Receipt No: B8600 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 VIKING POOLS OF SACRAME 724118 / / 06/30/2008 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 O P RJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Di ' i of the Business and Professions Code, and my license is in f and effect. pursuant to the provisions of the Contractor's 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 X�dv 10/03/2008 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Conti s Ignature Date ❑ 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 WORKERS' COMPENSATION DECLARATION - 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 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 E]I, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Professions Code: Section 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' Compansation insurance 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:713-0014982 Exp. Dale:12/31/2007 Contractors License Law.). (This section nee not be completed a the permit is or oThun red dollars ($100) or less. ❑ I AM EXEMPT under Section B. & P.C. for this reason: ❑I CERTIFY THAT IN THE PERFORMAN OF THE WORK FOR WHICH THIS PERMIT IS ISSUED, I shall not employ any person/lny manner so as to become subject to the Workers' Compensation Laws of California, an agr a that if I should become subject to the workers' X 10/03/2008 compensation provisions of Sectio 00 f the Labor Code, I shall forthwith comply with those Owner's Signature Date pr X 10/03/2008 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 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, ( ) the isry, including death, and property damage caused t is arising out of, a in anyway connected with the issuance of this permit. 1 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. 10/03/2008 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 ElContractorOR. Agent for Owner Agent for Contractor FILE COPY Lender's Address City State zip lo BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION* OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 c a� o A FEE 1WILL BE REQUIRED AT TIME OF APPLICATION Website: www.buttecounty.net/dds c0U 1R PLEASE PRINT CLEARLY "When filed, this application and all supporting material becomes subject to the California Public Records Act. All PERMIT NO. W'?-/9�,' related to this application is subject to public inspection and will be posted on the County's website for electronic access. OWNER INFORMATION LA Nam F*t Name ailin A ess G+ Cit y aD a r� State �' Zi P Pho D Fax E-mail APPLICANT INFORMATION CONTRACTOR Name US CGt7t•��.� Address 3 !h It _r City w�v Statec A Zipg Phon 6 Fax I E-mail v. �. vc tD-461t Lic. # 7L t Class e APPLICANT INFORMATION ARCHITECT/ENGINEER Name QoPo - State e r Address Fax ( 3 City State Zi Z C� Phone F /` Q E-mail State License umber 2 LO APPLICANT INFORMATION Name {� r Address 6 << City State Z' Phone 9 ` Fax ( 3 Email l BIN # PROJECT LOCATION AP# Property Address L1QAa r sL City WORKER'S COMPENSATION Policy Number 0 61 He 0Z- 7,10 O Carrier OL d CZ If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time ofpermit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK. i Ek"6 5 I Sq FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office use only: Zoning .- Flood Zone SRA I Yes No Occ. Type Const. 5' s91.3 z 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 **PERMIT APPLICATION DATA SHEET** Reference Number: B08-1903 Date: 09/17/2008 Location: 2490 MARSH COURT By: TMP Parcel Number: 039-460-075 Sub Type: Private Pool Owner Name: PENDLEY, J SPENCER & VALERIE Phone: (530) 342-5527 Description: NEW FIBERGLASS POOL The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. Yes No SEWER DISTRICTS ❑ ❑ Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 - (530) 533-0740 ❑ ❑ LOAPUD, 1960 Elgin Street, Oroville CA 95966 - (530) 533-2000 City of Chico, PO Box 3420, 411 Main Street, Chico CA 95927 - (530) 879-6700 ❑ ❑ PARKS & RECREATION DISTRICTS ❑ Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 - (530) 895-4711 Durham Park & Recreation District, 9447 Midway, Durham CA 95938 - (530) 345-1921 ❑ 1:1 Feather River Recreaction & Park District, 1200 Myers Street, Oroville CA 95966 - (530) 533-2011 Paradise Parks & Recreation, 6626 Skyway, Paradise CA 95969 - (530) 872-6393 ❑ ❑ Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions City of Biggs Planning Department, 3016 Sixth Stre iggs CA 9591 - (530)8-]5447 Other: l (, [� n�%a �/AW4�amoo E] ❑ Other: "When filed, this application and all supporting material information related to this application is subject to pu�licj 1 ---)access. � , �. Signature of Applicant: FILE subject to the California Public Records Act. All public and will be posted on the County's website for electronic Date: 09/17/2008 SCHOOL DISTRICTS Biggs Unified School District, 300 B Street, Biggs CA 95917 - (530) 868-1281 Chico Unified School District, 1163 East 7th Street, Chico CA 95926 - (530) 891-3006 Durham Unified School District, 4920 Putney Drive, Durham CA 95938 - (530) 895-4675 ❑ ❑ Gridley School District, 429 Magnolia, Gridley CA 95948 - (530) 846-4723 Marysville School District, 1919 B Street, Marysville CA 95901 - (530) 741-6000 Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 - (530) 532-3000 ❑ 1:1 Oroville Union High, 2211 Washington Ave, Oroville CA 95966 - (530) 538-2300 Ext: 105 Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 - (530) 872-6400 OTHER ❑ ❑ Recorded copy of Agricultural Acknowledgment Statement- See Attached Instructions City of Biggs Planning Department, 3016 Sixth Stre iggs CA 9591 - (530)8-]5447 Other: l (, [� n�%a �/AW4�amoo E] ❑ Other: "When filed, this application and all supporting material information related to this application is subject to pu�licj 1 ---)access. � , �. Signature of Applicant: FILE subject to the California Public Records Act. All public and will be posted on the County's website for electronic Date: 09/17/2008 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, 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 hgp:Hmunicipalcodes.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: B08-1903 Location: 2490 MARSH COURT Parcel Number: 039-460-075 Owner Name: PENDLEY, J SPENCER & VALERIE Description: NEW FIBERGLASS POOL Signature of Applicant: FILE Date: 09/17/2008 Phone: (530) 342-5527 Date: 09/17/2008 F-45 REPORT TM ICC Evaluation Service, Inc. www.icc-es.ora DIVISION: 13—SPECIAL CONSTRUCTION Section: 13150—Swimming Pools REPORT HOLDER: VIKING POOL INC. POST OFFICE BOX 96 WILLIAMS, CALIFORNIA 95987 (304) 884-6954 www.vikingpools.net todd(a.vikingpools.net ESR -2014 Issued July 1, 2007 This report is subject to re-examination in one year. Business/Regional Office ■ 5360 Workman Mill Road, Whither, California 90601 ■ (562) 6990543 Regional Office ■ 900 Montclair Road, Suite A, Birmingham, Alabama 35213 ■ (205) 599-9800 Regional Office ■ 4051 West Flossmoor Road, Country Club Hills, Illinois 60478 ■ (708) 799-2305 EVALUATION SUBJECT: FIBER REINFORCED PLASTIC SWIMMING POOL AND SPA SHELLS ADDITIONAL LISTEE: COMPOSITE POOL CORPORATION (CPC) 473 INDUSTRIAL PARK ROAD JANE LEW, WEST VIRGINIA 26378 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2006 International Building Code® (IBC) ■ 2006 International Residential Code® (IRC) ■ 1997 Uniform Building CodeTm (UBC) ■ 2006 International Plumbing Code® (IPC) ■ 2006 IAPMO Uniform Plumbing Code (IAPMO UPC)' Properties evaluated: ■ Physical properties ■ Durability 2.0 USES The fiberglass pool and spa shells are intended for recreational use as swimming pools or spas in residential applications with water circulated through a filter in a closed system. The pools comply with ANSI/NSPI-5 as Type O or Type I pools, and IAPMO PS 1-2000a, specified in the IAPMO UPC'. The spas comply with ANSI/NSPI-3 and ANSI Z 124:7. 3.0 DESCRIPTION 3.1 General: The fiberglass pool and spa shells consist of one-piece fiberglass construction shop- formed over a mold. The material is minimum 1/4 -inch -thick (6.4 mm), fiberglass - reinforced plastic (FRP), composed of isophtalic resin, vinyl ester resin, fiberglass, and ceramic. The surface finish is a neopentyl glycol gel coat. The overall dimensions, depths and capacities are shown in Table 1 for pools, Table 2 for spas and Table 3 for models that are permitted to be installed up to 19% inches (495 mm) above ground. Notice: The pool and spa shells are designed to remain full of water at all times. The shell may be damaged if the water level is allowed to drop below the skimmer. When appreciable drawdown is noticed or if it becomes necessary to drain the pool or spa, contact Viking Pool or its dealers for instructions. 3.2 Aboveground Pools and Spas: Models intended for installation up to 191/2 inches (495 mm) above ground, listed in Table 3, have vertical supports consisting of 1 -inch -by -1'/2 inch -by -36 -inch -long (25 mm by 38 mm by 914 mm), Douglas fir, No. 2 wood members encapsulated in the FRP process at 4'/2 foot (13372 mm) intervals. 4.0 INSTALLATION 4.1 General: The swimming pool and spa shells must be permanently installed in -ground or, in the case of the models shown in Table 3, up to 191/2 inches (495 mm) above ground. All plumbing and electrical installations must comply with the relevant codes in effect at the construction site at the time of construction. Subject to the code official's approval, the pool or spa shells may be installed without a soil investigation by a registered design professional, provided none of the following conditions is encountered at the site: 1. The existence of groundwater within the excavation, where the pool or spa floor will contact the soil at the time of installation. 2. The existence of an uncompacted fill in contact with any portion of the pool or spa shell. 3. The existence of any expansive -type soils. 4. The existence of any soil types with an angle of repose that will not support the walls of the excavation at desired slopes. 5. Danger to adjacent structures posed by the proposed pool or spa location. If any of the above conditions is encountered, excavation must cease immediately. The specified conditions at the site must then be reviewed, and recommendations made, by a registered design professional. The code official must approve the registered design professional's recommendations; subject to the code official's approval, pools and spas may be installed in expansive -type soils in accordance with Section 4.2 before work is resumed. 'Uniform Plumbing Code is a trademarked publication of the International Association of Plumbing and Mechanical Officials, 5001 East Philadelphia Street, Ontario, California 91761. EREPORTS" are not to be construed as representing aesthetics or any other attributes not specifically addressed nor are they to be construed as on endorsement ofthe subject ofdhe report ora recommendationfor its use. There is no warranty by ICC Evaluation Seri -ice, Inc•., express or implied, as to anyftnding or other matter in this report, or as to any product covered by the report. 0.161 �mMIbE f'ropm nmoucrcmnaunox Copyright © 2007 Page 1 of 5 Page 2 of 5 ESR -2014 The pool or spa excavation profile must coincide with the contours of the pool or spa. The overexcavation must be approximately 6 to 24 inches (152 to 610305 mm) on the sides and ends. The overexcavation at the pool bottom must be a minimum of 3 inches (76 mm). The backfill for the pool or spa bottom must consist of a layer of bedding sand formed to match the pool or spa profile. This sand layer must be compacted using a manual tamper and water. The pool or spa shell must sit firmly on the sand and be within 1 inch (25.4 mm) of level. Simultaneous waterfall and sand backfill operations must then commence. The sand must be compacted with a tamper and water. The installer must ensure that the backfill level and water level are approximately the same throughout the filling procedure. After completion of the backfill, the bond beam and decking must be installed in accordance with the manufacturer's published installation instructions, and approved by the code official. 4.2 Expansive soils: For installation of pools or spas in expansive soils, the following additional installation details must be followed subject to the code official's approval: 1. All surfaces adjacent to the pool or spas must be excavated to a depth of 12 inches (305 mm) beneath the pool bottom and 6 inches (152 mm) behind the horizontal pool walls. 2. Any soft or loose soils exposed by step 1 must be removed until exposed material is solid. If the soil is still soft and loose, the upper 6 inches (152 mm) of all horizontal excavation surfaces must be scarified and compacted with mechanical equipment. The compacted surfaces and the excavated wall surfaces must be maintained in a moist condition until the first lift of backfill or fill is placed against the surface. The term compaction implies any method necessary to consolidate the native and fill materials to keep the pool or structure from settling. 3. The excavated bottom area of the pool or spa must be backfilled with granular import material to approximately 6 inches (152 mm) below the bottom of the pool or spa, wetted and compacted. The remaining 6 inches (152 mm) must be backfilled beneath the pool or spa and behind the pool walls with clean sand and compact. The pool or spa must be filled with water as backfilling progresses to a level equivalent to that of the backfill. The backfill must be placed in compacted layers of approximately 6 inches (152 mm) while a uniform height of backfill is maintained around the pool or spa. 5. Positive surface drainage away from the perimeter of the pool and surrounding deck is required and critical to installations in highly expansive soils. Surface area drains and surface drainage swales or subdrains must be placed as needed to prevent ponding or saturation of the soil around the perimeter and vicinity of the pool to prevent excessive shrink -swell or volume changes in the soil. 4.3 Aboveground Pools and Spas: Models shown in Table 3 may be installed up to 19'/2 inches (495 mm) above ground. These pool and spa shells may be placed with or without concrete or wood decking. Unless the elevated external portions of the units are protected from sunlight by soil berms, decking, etc., these portions must be coated with a UV -inhibiting opaque paint that is compatible with the laminate. 5.0 CONDITIONS OF USE The pool and spa shells described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The pool and spa shells must be constructed and installed in accordance with this report and the manufacturer's published installation instructions. In the event of conflict, this report governs. 5.2 Electrical and plumbing installations must comply with the relevant codes in effect at the construction site at the time of construction. 5.3 Clearances of the pools and spas from slopes set forth in IBC Section 1805.3, IRC Section R403.1.7 or UBC Section 1805.3.3 must be observed. 5.4 A barrier must be installed in accordance with IBC Section 3109, IRC Section AG105, or UBC Appendix Chapter 4, as applicable. 5.5 Slip resistance is outside the scope of this evaluation report. Reports of slip resistance tests that demonstrate compliance with Section 8.1 of ANSI/NSPI-5 for swimming pools, or Sections 5.4.1, 5.6.3.2 and 5.6.4.4 of ANSI/NSPI-3 for spas, shall be submitted for approval by the code official. 5.6 Diving equipment may only be installed on Type I pools and must meet the minimum requirements of, and be installed in accordance with, Section 5.8 of ANSI/NSPI- 5. 5.7 The pool and spa shells are fabricated by Viking Pool Inc. or Composite Pool Corporation at their Williams, California; Midland, Texas; Jane Lew, West Virginia; Rockingham, North Carolina; or the Zephyrhills, Florida, facilities, under a quality control program with inspections by Columbia Research and Testing Corporation (AA -527). 6.0 EVIDENCE SUBMITTED Data in accordance with the ICC -ES Acceptance Criteria for In -ground, Residential, Fiber -reinforced Plastic Swimming Pools and Permanently Installed Plastic Spas (AC274), dated December 2006. 7.0 IDENTIFICATION The pool and spa shells are identified by the following information imprinted on the top step of the pool or spa shell: manufacturer's name (Viking Pool Inc. or Composite Pool Corporation) and address, pool or spa shell designation, a coded serial number and the evaluation report number (ESR - 2014). The units also bear the label of the inspection agency, Columbia Research and Testing Corporation (AA -527). A permanent sign, bearing the following statement, must be attached to the pumping equipment: Notice: The pool and spa shells are designed to remain full of water at all times. The shell may be damaged if the water level is allowed to drop below the skimmer. When appreciable draw -down is noticed or if it becomes necessary to drain the pool or spa, contact Viking Pool or its dealers for instructions. A permanent label must be attached adjacent to the above sign indicating the Viking Pool Inc. distributer's name, address and telephone number. Page 3 of 5 ESR -2014 TABLE 1 -POOLS SERIES LENGTH (ft -in) WIDTH (ft -in) MAX DEPTH (ft -in) CAPACITY (gal) POOL TYPE AC 39' 16' 6' 16,700 Type 0 AL 26' 12' 5' 16,700 Type 0 AP 38' 16' 5'10" 17,500 Type 0 AT 40' 16' 8' 21,000 Type 1 B 25'5" 11'10" 4'6" 8,100 Type 0 BFF 257' 11'11" 6' 9,000 Type 0 BKD 23'11" 12'3" 5' 6,000 Type 0 BL 40' 11/10" 4'6" 14,000 Type 0 BN 40' 16' 8' 22,000 Type 1 BP 28' 15'8" 5111" 17,000 Type 0 BPD 38' 168" 8' 20,000 Type 1 CA 31' 14' 6' 12,000 Type 0 CC 35' 16' 6'6" 10,000 Type 0 CD 33' 16' 5'5" 15,000 Type 0 CL 30' 14' 6' 12,500 Type 0 CM 23'11" 12'3" 5' 6,000 Type 0 CO 40' 16' 7' 18,000 Type 0 CP 31' 12' 5' 10'500 Type 0 CR 397' 15'10" 8' 19,500 Type 1 CRBJ 40' 16' 7' 19,000 Type 0 CRBL 32' 14' 6' 12,000 Type 0 CRBM 28' 12' 5' 7,000 Type 0 CRDFJ 38' 16' 7' 17,600 Type 0 CRDFL 31' 14' 6' 11,000 Type 0 CRDFM 24' 12' 5'6" 6,000 Type 0 CRDJ 40' 16' 7' 19,000 Type 0 CRDL 30' 14' 5'6" 10,000 Type 0 CRDM 25' 12' 5' 6,000 Type 0 CRSBJ 38' 16' 7' 19,000 Type 0 CRSBL 30' 14' 6' 11,300 Type 0 CRSBM 24' 12' 5'6" 6,700 Type 0 CRSGJ 34' 16' 6'6" 13,800 Type 0 CRSGL 30' 14' 6' 9,700 Type 0 CRSGM 23' 12' 5'6" 5,500 Type 0 CRSGS 20' 10' 4'6" 3,400 Type 0 CRUD 26' 12' 47' 4,400 Type 0 CRUJ 35' 16' 6'6" 11,600 Type 0 CRUL 30' 14' 6' 8,000 Type 0 CRUM 26' 12' 5' 5,300 Type 0 CRUS 20' 10' 4'6" 3,000 Type 0 FDM 30' 14' 6' 12,000 Type 0 FF 30' 13'9" 6' 12,000 Type 0 FP 25' 12' S'S" 6,000 Type 0 FSP 25' 12' 5'6" 8,700 Type 0 GB 33'9" 14'8" 6'6" 14,300 Type 0 GC 397" 1610" 7'11" 19,600 Type 1 GS 34'8" 157' 5'10" 15,000 Type 0 JV 26' 121" 5' 6,800 Type 0 K 33'9" 14'8" 8'3" 16,000 Type 0 KL 30' 14' 5'11" 11,300 Type 0 L 31'6" 14' 7' 13,700 Type 0 LBBST 15' 12' 4' 2,500 Type 0 LCN 30' 14' 5'9" 10,800 Type 0 LD 1919" 9110" 5' 3,750 Type 0 LG 30' 14' 6' 14,800 Type 0 LGDLX 30' 14' 6' 14,000 Type 0 LN 36' 16' 7' 18,000 Type 0 Page 4 of 5 ESR -2014 TABLE 1 -POOLS (CONTINUED) SERIES LENGTH (ft -in) WIDTH (ft -in) MAX DEPTH (ft -in) CAPACITY (gal) POOL TYPE MC 23'8" 12' 515" 6,000 Type 0 MFF 14'3" 87' 4' 2,100 Type 0 MK 277' 14'6" 5'10" 10,000 Type 0 MLL 15'10" 8'6" 4' 2,200 Type 0 MP 14'6" 9'6" 5111" 2,500 Type 0 MR 40' 16' 66" 19,000 Type 0 MT 35' 14' 57' 12,400 Type 0 MTK 16' 9'3" 4' 2,300 Type 0 NB 21' 15-4" 4-4" 7,000 Type 0 NT 34'8" 157' 5110" 14,500 Type 0 OB 40' 16' 5'8" 18,900 Type 0 PRT 23' 12' 65" 6,700 Type 0 PS 40' 16' 7' 17,500 Type 0 RP 30' 14' 5'11" 12,800 Type 0 RS 30' 14' 6'6" 12,500 Type 0 SFF 24'10" 11'10" 5'6" 12,000 Type 0 SH 35' 14' 5'10" 10,500 Type 0 SK 19'9" 9110" 5' 2,750 Type 0 SL 39' 77' 4' 6,500 Type 0 SP 20' 10' 5' 3,600 Type 0 SR 39' 16' 6' 15,000 Type 0 ST 277' 14'6" 5'10" 9,800 Type 0 TN 30' 14' 5'11" 13,500 Type 0 V 33' 14' 5'4" 11,700 Type HZA 18 8'6" 6' 4,500 Type 0 HZB 18' 8'6" 6' 4,300 Type 0 HZC 18' 8'6" 5'6" 4,050 Type 0 HZD 18' 8'6" 5'6" 3,850 Type 0 HZDXL 18' 8'6" 5' 3,000 Type 0 HZE 18' 8'6" 5' 3,600 Type 0 HZF 18' 8'6" 5' 3,400 Type 0 HZG 9' 8'6" 4'6" 1,200 Type 0 HZH 9' 8'6" 5' 1,350 Type 0 WL 26' 16' 5' 10,500 Type 0 For SI: 1 inch = 25.4 mm, 1 foot = 305 mm, 1 gallon = 3.785 L. Page 5 of 5 ESR -2014 TABLE 2—SPAS SERIES SHAPE DIAMETER OR WIDTH (ft -in) DEPTH (ft -in) CAPACITY (gal) BOS Octagonal 8'4" 3' 475 BOSSP Octagonal 8'4" 1'6" 270 BOSSW Octagonal 8'4" 3' 475 CS Octagonal 8'x 12'5" 3' 700 CSSP Octagonal 8'x 12'5" 1'6" 430 CSSW Octagonal 8'x 12'5" 3' 700 LOS Dodecagon '7'6" 3' 450 LOSSP Dodecagon 7'6" 1'6" 220 LOSSW Dodecagon 7'6" 3' 450 LRS Round 7' 3' 420 LRSSP Round 7' 1'6" 180 LRSSW Round 7' 3' 420 M Round 10' 3'4" 550 MSP Round 10' 1'6" 325 MSW Round 10' 3'4" 550 RG Freeform 8'x 10' 3'4" 600 RGSP Freeform 8'x 10' 1'6" 470 RGSW Freeform 8'x 10' 3'4" 600 RY Regtangle 8'x 10' 3'4" 600 RYSP Regtangle 8' x 10' 1'6" 330 RYSW Regtangle 8' x 10' 3'4" 600 RS Round 5'8" 3'0" 275 RSSW Round 5'8" 3'0" 275 RSSP Round 5'8" 1'6" 150 OS Octagonal 6'0" 3'0" 375 OSSW Octagonal 6'0" 3'0" 375 OSSP Octagonal 6'0" 1'6" 125 SS Square 6'6' 3'0" 295 SSSW Square 6'6' 3'0" 295 SSSP Square 6'6' 1'6" 150 TABLE 3—ABOVEGROUND POOLS AND SPAS (191/2 INCHES MAXIMUM ABOVE GRADE POOLS SPAS B SL RL LOS CS M BFF SP RSSW LOSSW CSSW MSW BKD AL RSSP LOSSP CSSP MSP FP OS LRS RG CB MFF — OSSW LRSSW RGSW CBSW MK — PSSPO LRSSP RGSP CBSP MLL — SS BOS RY LCS MTK — SSSW BOSSW RYSW — SK — SSSP BOSSP RYSP — :r N Date -y— REV 10/92 f COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES y 411 Main Street • Chico, CA • (530) 891:2751- 91:27517 7County Center Drive • Oroville, CA • (530) 538-7541 A. CORRECTION NOTICEov `=q OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the • `. above address and s�pti1"d be corrected. Please notice this office when correction of work is dompleted. If you have any questions pertaining to this matter, or need additional explanation,. tlease is immediately. Mti — contact t office - -hs jele"�' 21 vv/��� -7'��`j7- . ' 0 'Z -z if :r N Date -y— REV 10/92 + 1 1 3 x ' • • ` . ' • —COUNTY OF BUTTE' BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed If you have any questions pertaining to this matter, or need additional explanation, please ntact this office immediately. x TwIL i S w ill• kF- i�L�CGr 5 INTER -DEPARTMENTAL MEMORANDUM TO:. BUILDING DIV SION, O OVILLE FROM: l ENVIR. HEALTH, CHICO DATE: RELEA E ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: SEPTIC: L --'—WELL: AP#: ADDRESS/LOCATION:G� v� f Comments: c. GL/memos/releasehold c�3-a�a I NOTES t "pDENTIA.L., - 02-0221 039-460-040 PENDLEY, SPENCER & VALERIE gLj.qt) MARSH CT, DURHAM CONT: TOBY STORNETTA i OFFICE COPY Address i GAS V1,1177— Meter By Date ELECTRIC / Meter By Date 1 " SPECIAL CONDITIONS ~ CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY . USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER .. i INALEu, JOB FINALED (Dat Signature ��w !I ✓ = OK 0 = Not OK - = Not Applicable • = Not Ready RESIDENTIAL (%E Date Ynclerfloor (Plans) OK except #'s Card B- Date o g -Setbacks- Ease ments-Flood- Slope DateCH 4g., ain; Soils-Elec. Grnd.-/ /" Ftg. Depth g., Garage; Soils-Steel-Elec. Grnd.-// `2f' Fig. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ t f' Ftg. Depth 5. Stemwalls, Main; Steel -Blockouts-Wrapped 6. Ste alts, Garage; Steel-Blockouts-Wrapped en a Drain & Overflow, Size & Grade old Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers-F're'place Ftg.-Steel V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B Date Card B-1 Date UMBI (Permit) OK except #'s W6 Wat tr.; Vent -Access -Combustion Air Baffle -!!!Er Pipe; Test & Anchor -Nail Protection W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date EIKTRICAL (Permit) OK except #'s ixt & Transformer Clearance -Ins. Protection 2 ec. R eptacles Spacing -Lights & Switches at Doors Si oxes & No. of Conductors Stapled 2 om n ailed Close to Edge of Studs & C.J. q . Ground made up w/Mech Fasteners -Bond Gas & Water Appliance Circuits in Kitchen & Conductor Size GFI 29. Subteed Wire Size / / ga. Cu or AI-A.C. Wire Size / / or AI 30. Range Circle / gar AI -Oven Circ. /V2 / ga At Ins Neutral ❑ Yes O No e ce• 'ser Conductors & Ground Main Disconnect q . Cle ances Panels-Motors-Mech. Equip. 3 . loth Closet Light -Shower Light -Spa Light oke Detector Date Card B-1 Date Card B-1 Date Card B- Date Card B-1 DateCH AL (Permit) OK except #'s Ducts Insulation & Support eqV6o, Exhaust above insulation en a Drain & Overflow, Size & Grade Fu ce-Vent Access -Comb. Air -Return Air Vent 115 outlet Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 0. roper Materials & Anchors uds-Nailing Spacing & Braces -Plates -Sound ring Walls over Girders & Floor Nailing (Dratt Stop in Walls (rat proof) Fi tops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) an -Post Caps -Anchors -Connectors i . oist-Rftr. Ties-Purlin-Rolf Brac.-Truss-Shting.-Rfng. ireplac Ties or Type A Flue -Fireplace Throat Clearance 4 Access; Size & Romex Protection -Draft Stop -Ins. Baffles 56..S4rtrti dows or Exiting Doors -Sill Ht. & Dimensions 5 rage Fire Protection Framing 52. Property Line Firewall & Openings 5 xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits airs; Width -Headroom -Rise -Run -Landing -Fire Protection wood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer Mesh -Drip Screed -Fd. Vents-Underflr. Access Glazi rea-Glass Protection -Skylights -Plastic pa2 f_9,81!e`ar Walls; Nailing -Bolts 60. Br Interior/Exterior Wall Panels n ion -Walls -Ceilings Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Dat Card B- Date Card B-1 Date FI L ( ans) OK except #'s Exf!St s -Door & Sidelight Protection -Landings -69r- Furnace/s-clearance-Comb. Air -Connector - In ra Above Floor-Ducts-Mech. Protection 6YG. . & ath Fixtures & Tub Access -Spa ti I riry & Subpanel, Breaker Sizes & Labels r 6 tairA Rails / replace Love, Clearance -Hearth Elec utlets at Wood Panel, Int. & Ext. Fixt & Appliance; Ground -Air Gap -Cooking Clearance EI . Ou lets &Receptacles at Kit. Counter Ga a ire Door; Swing -Landing -Closure A. . uct in Garage -Damper tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in aro ; Above Floor-Mech. Protection Plb , I . & Mech. Equip. Listed for Location I . Receptacles in Garage (F.F.I.)-Romex Protection nsul n•Foam-Looked in Attic 8 uar ails & Deck Construction -Post Caps all-rd'n. V,4ents & Crawl Hole Door Drainage & Wood -Earth Clodrance Looked under Floor ❑ Yes — , 182-f611owirjWinstld./Drive.JA*Cs D No/Walkj� No/Planters gYes`J No I_AoAJV . St co Brown -Finish A.C. Unit Disconnect, Electrical -Plumbing 85 ent Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings ater ell, Disconnect, Electrical, Plumbinc 8 xt r Elec. Trim, G.F.I. Receptacle -Underground entilatron Throughout House 91—'Gas eters Tagged, Gas -Electric er & Ser Connected -C/O to Grade -HD Approval Ene _ Compliance Certificate -Other Certificates Date V I j -Ctd Date Card B-1 Date rd - Date Card B-1 Dale it, and B-1 Date Card B-1 Comment a Final: = QK 0 = Not OK - = Not Applicable • = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"N./ PLPG Electric 7. Well Clearance & Disconnect Frmg.; Sills-Anchors-Studs-Rhrs-Trusses - 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Date Card B-1 Date Card B-1 Date Card B-1 Date - Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks• Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. 5. Drain; MH Test -Fall -Flex Connector 3. 6. Water; MH Test -Regulator -Connector 4. 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 9. Tie Downs -Type -Installation Cert. 7. 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy 9. 12. Permanent Foundation Only; License Decal 10. Plumb.; Cir. Test -Water Supply Test Date Light Niche Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rhrs-Trusses - 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels e, Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s t. 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead -Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health. Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 I COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County. Center Drive • Oroville, California 95965 • Telephone (530) 5rZlC2-0221 1 PERMIT NO. (Rev. 12196) APPLICATION AND PERMIT As RP N 5 ZONING SR1 BUILDING PERMIT °NCER & VALERIE PENDLEY 342.5527 SO. FT. OCC. BUILDING VALUATION 2746 R-3 148 284.00 oIN+MdBMED RD #D, DURHAM 781 U-1 14 053.00 o4I TR'§MNETTA 343 -6656 388 COV 5)044.00 Co�Y6S1M frEI{Lr AVE, CHICO 95928 CONSUTlR�UCCT'ION LENDER Fireplace 1,500.00 LENDERS MAILING ADDRESS Total Valuation $ 168.886.00 ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.00 -Filing Permit Fee $ 881.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 573.00 RIESS BWDMARSHCT, DURHAM Energy Plan Checking Fee 23,00 04q v PERMIT FEE $ 1497.00 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 11 7.00 77,00 USEOFSTRUCTURE SF C Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 , 00 Each gas water heater or vent 15.00 f 5, 00 TYPE OF WORK New CX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NSF 4RR 3RA Gas piping system t - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S157.00 ELECTRICAL PERMIT Fling Fee 20.00 LE Main Service zo.A OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in force and effect. License Class j Lic. No. °J- 1 1 r'1 1 rj OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING occuP. so OR ADDNS. ( 8 ACC. S.3.50Fr. 123.0 N"ONRESDT m"TI.OUTLET @7,50 POWER APPARATUS 8 SINGLE 011TLEr CIR. OUTLET OR FIXTURES 20 Q 1.00 Ex. Occup.BAI_ o .50 Ex. Occup. OFIX�E S REESSID.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 166-00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the rformance of the work for which this permit is issued.Hood have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy nyaber are: Carrier S -,ArL 1%10-- %-vw+a Policy Number SP1 "3,-9 - C)pQ 331 C3 (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 comply with those provisions. X __ Date f 3 t o _ Signature of icant - ❑ Owner tractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating 15.00 Cooling ? 6.50So Ventilation PERMITFEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ R3 CONST. TYPE UNK TOT L FEE $1936 00 HAZ. IVI FLOG CDF PAR PD H ISSU This permit is hereby i sued under the applicable provisions of the Butte County ode and/or Resolutions to do work indic a bo for hish fees have been paid. By Date Q 7/ PERMIT EXPIRES ON I - 2Q S Date Receipt No. 337247/$676.00 Z- 0. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT TO: FROM: SUBJECT: Building D ment Environmental Health Da Sanitation Clearance Stoi Plan Attachad Sam 'loaf Pian Acts !lade �ato ®.D Owner Location AP# Plan Approved for: Sewage Disposal Water Supply; 'Public J Private Well Clearance for dwelling. Other Id final for - .K. for: NOTE: 0 Environmental Health Specialist Date e - gNnWIA COUNTY,OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES-13UILDII MSION W 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)5 140 PERMIT APPLICATION DATA SHEET T�n V✓ - 6Q -O MOWNER: t ` Proposed Building Use: Counter Technician:_ Date:._._/. --k Items required in order to ap ly for a permit. All boxes MUST be checked OR marked -NA in order to apply. V1,.. lot plans, 3 or 4 sets, signed by the preparer of the plans. . Complete plans, 3 or 4 sets, signed by the preparer of the plans. k5�. ngineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ngineered truss details and layouts in duplicate. No faxes! nergycompliance design and supporting documentation in duplicate. anufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. (7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Iterps required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be 'indexedand returned to the plan review line-up when required items are received. �7 „1 Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of Intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other } Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑ 15. Statement of Intent for Non -heated and A/C Buildings.................................ment .... . . Sanitation and plot plan approval from the Environmental Health Departin .....� I (116 17. City of Chico Plumbing permit.......................................................................: ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ❑ 19. Planning approval for (A) Use: Q� j (B)Parking: (C) Parcel Check: Lj-02 ❑ 2,9. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... 1. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy) ❑ 22. Pre -Inspection for required ................ 0 23. Contractor's license information. (Number, Name Style, Classification) ...................... (� 24. Worker's Compensation Carrier and Policy Number ........ ... ...:... ....... .................... 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ,6. Letter of Signature authorization.................................................................... . Recorded copy of Agricultural Acknowledgment Statement .................................... 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits....................:.................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant:�0�Date: 10M 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter; by Date: Contractor, designer, owner, was advised of the above data by '❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed Date: Structural approved;b c`7 Date: 3L2 Note transfer by: fe Date: O2i (/ Yellow: Building Division Vk- - relfMM13 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965 - TELEPHONE (530) 538-7541 110 SCHEDULE OF FEES DUE PROPOSE �BUIL.DING USE Q_0 ' 1. BUILDING I PERMIT FEES --Balance Due ........................................................ $ --Additional Fees Due ............................................. $ U --Additional Fees Due ............................................ $ --Revised Plan Checking Fee.......n......................... $ SCHOOL DISTRICT FEES (paid at District Office) 3. SHERIFF FEES (paid at Building Division) 3 o -, Residential .................................... x $360.00 = $ Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. Commercial (Sq. ft.) ............. x = $ Sq. ft. IA-mt. Jr5.RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P.# 39' bO_O o DATE RECEIPT # DATE REC. ZZ -,PI'S - Z At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE 31 +6Z - Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) w Ul J l J School DistrictBuilding Department No. A.P. Number - -�7 5 Jurisdiction: City County Property Owner d Property Location/Address Subdivision Lot No. Residential Development ................................................................................................................... Sq. Footage 74 No o Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation. Conversion Permit # s ... '(No foundation i 6e tion): {o.......... .� a .. iI . M.�.. ,�%y �� .1"� 1. t Commercial/Industrial i -F� �•. � �. r•-�. .' %' . Y•1 ) 0 ........ � 1. " ... ..............................ns� 1` /. t�. ' Sq. Footage ` New Addition (Including Exterior I A Roofed Areas) 3-/z o z Date /(moor mans reviewed oy Scnool uistnctyersonnep District Identification No. p uko w-pl fj%V I % / k School District certifies that � ND (Applicant) er (Street Address) (Phone Number) CA 9593 S (City) (State) (Zip Code) has complied with the requirements of Resolution No. 00-4 by payment of $ representing square feet. 1 School District Representative Paid by Check # ' Remarks: S7VRAJ&-ff-9 AROS ClPsne, a AB 2926 $ ( FULL MITIGATION $ oa Date i =i Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. 1 If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency;,,that this project is being reviewed under the Califomia Environmental Quality Act (CEQA),, y' this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) f feeform.xls 1101981dmm n t'�.,�+�..._'+.,r�+v�'���'„`T"�VY''x'r-`i�::,,F'•"'Y�s ,.:'Yw:Ts'J�.f 11�ti N�-�Ir':J�:�..r_�r�M•.._r•.-7!tir:T1.7.Fi",.;t�'.i%w'iL�:M'�.•�'ifr�L•�Nr�.. J_."i.'�•�...-�+rr���`fk.� C'.w y.'�yYr'.—ie�«1...�I.,�j�J'.'�,y, ray BUTTE COUNTY PARK FACILITY FEE PAYMENT CERTIFICATION FORM DURHAM RECREATION AND PARK DISTRICT Assessor Parcel Number (s): Property Owner (s): Project Location/Address: DUIX hwtm Subdivison Name: Assessable Square Footage: 7�z Type of Residential Development (check one): i New Development ❑ Alteration/Addition Mobile Home (s) U Non -Residential to Residential .r r Building Division Representative Date (1 Durham Recreation and Park District (DRPD) certifies that a 1 o bpi 5+1D r ne+t-cc Applicant Name Applicant Phone Number f 0 �3 (o � • Y�'1 � 11e�r Atie� Street Address GP�ti c o City State 1 Zip Code has complied with the requirements of the Butte County Board of Supervisors Resolution No. 93 - 114 by payment for 2Np square feet at $ 1.04 per square foot for a total payment Of $ ZS5!s-. . (r A D PD Representative Date PAID B_Y CHECK No Remarks; ! BANK No.: 1 C-35 1 PAID BY CASH: ,h4-- RECEIPT h RECEIPT No.: t C1 DISTRIBUTION: WHITE - APPLICANT PINK - DRPD YELLOW - BUTTE CO. BUILDING DIVISION �..r RECORDIRG REOUESTED BY. MID VALLEY TITLE 2002-00056 1 9 aRecorded AND WHEN RECORDED MAIL TO: Official Records 1 �o Count Of BUTTE COUNTY BUILDING DIVISION CANDACEUJ.TEGRUBBS 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 Recorder ROSEMARY DICKSON AGRICULTURAL STATEMENT OF ACKNOff FOR RESIDENTIAL DEVELOPMENT REC FEE 10.00 CONFORM .00 Vickie Page 1 of 2 Section 26-8 of the Butte County Code requires this acknowledgment to be recorded Z prior to issuance of a building permit The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation. plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date: a/0 PROPERTY OWNERS: . Spencer Pe ey State of California) County of Butte 1002. On February 02, before Auvi Valerie Pendley I N56ri appeared , N. ItYY-A1�e Aj aM Va k!(le, *%3b`Ila`1Iy 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. WITNESRiy hancL and official seal. n Signature ' S a DENISE TERRIAH Commission #1239624 Mfr CPS1 Notary Public ! Butte County, Califomga f Aly Commission Exp. OCT. 24, 2003 R j}j} ((11 ++tt • jj{j{ jjff tt�9.flt �� �3Si , ��b-tc�sli ''•6 - �P'kSr''�`d. thy.,^ f V��N:3TC Y�!'dl f 9iHa:V ! �n�3aiaz�t ,• S to t opb�' %VS-d94=48W.'.eb - k rg t ''•6 - �P'kSr''�`d. thy.,^ pr :(• :th: ..+: .i•.7'',17.. iff t f { ! + iff i • , � .i ter. r � •+ ^ - f' t 1 i ty .i ' f4 } �V�i tiaY Lt ri Cl.sS)�� 7s"J(.r.`t •4 - 4 y y S ���! • ti �3 ....r.sSt,..i 1t�SL:utlf..L � } ' .. r • ti .. 1 r 4 FEB— 4-02 MON 10:00 AM MID VALLEY TITLE Description FAX IdO, 530 893 3428 P 2 Order No. BU -194261 DMP The land referred to herein is situated in the State of follows: California, CountP of Butte, and is described as LOT 15, AS SHOWN ON THAT CERTAIN MAP F�1TITLED, "DURHAM LAND ESTATES PHASE 3", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY Or. BUTTE, STATE OF CALIFORNIA, ON OCTOBER 30, 2001, IN BOOK 152 OF MAPS, AT PAGE(S). 79, 80 AND 81. T141S DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED NOVEMBER 7, 2001, IJNDER BUTTE COUNTY RECORDER'S SERIAL NO, 2001- 51759, BUTTE COUNTY, CALIFORNIA; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SAME FORCE AND EFFECT AS TROUGH FULLY SET FORTH HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY AND AGREE TO THE TERMS OF SAID DECLARATION. APN 039-460-024-000 (PORTION) AND 039-460-040-000 (PORTION) SITE PLAN REVIEW APPLICATION Date: Z-) H - d Permit Number (if applicable) d 2-022 APPLICANT INFORMATION Owners Name: Owners Address: Telephone No.: Situs Address: Proposed Use: AP# 039- y4c)-O-7S Parcel Size: I • crb 'A C_ i( -E-/ . Si0E1J (.162. � VA LGA l Gc rbDSf-6-9 D 2-1-190 mA25 N 6-r -- Residential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved - A. Conditionally Approved ❑ Resolve Problems Prior to Approval ❑ Site Plan Stamped Approved By Date Page 1 of 5 V. ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: `❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed, Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements)- ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: ' • Flood Panel No.: 0-5'_L0 Index Date: 6 �� ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board)- ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mu I berry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance c 1 ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: S Q —� Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2of5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side Side Street -SQ9 L Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2of5 Applicable Development Fees: Standard Fees Amount ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Formula ------------------------------------------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Deed of Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation Comments: Legal Access Provided: ❑ No Legal Access Required ❑ No ❑ No ❑ Yes, Road Name:_ ❑ No ❑ Yes ❑ Yes ❑ Yes ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: . ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements ------------------------------------------------------------------------------------------------------------------------------ Page 3 of 5 r� Subdivision ylap/Parcel Mme: b0rZH-qw— Lc -.Q fi 5 G�S-" Map Date of Recording l0 -3o --Q1 Lot: ) —js ❑ Use Permit/'ivlinor Use Permit Permit Number: :•. S `Z Date of Approval: 5 Comply with the following Conditions of Approval: Page:79/f ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290, ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler; systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. , ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and' land disturbance on slopes steeper than 30%. The Erosion Control Plan must be prepared by'a registered, civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ A plan prepared by a certified arborist, botanist or landscape architect that shows the existing on -site -mature trees, located in any area proposed for.buildings and vehicular access, and provides for methods to protect the trees identified to be preserved,, shall be provided.to and approved by the Planning Division prior to the issuance of building permits and/or prior to grading or vegetation removal. The removal of mature trees shall be minimized, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in' diameter, 4 feet from ground level. Mature trees removed shall be replaced on a 3 -to -1 ratio, utilizing existing oak tree stock. Each tree to be preserved shall be surrounded by a circular zone (minimum 40 -foot radius) identified by an orange fence -during -construction activities. No vegetation removal, soil disturbance, or other development. activities shall occur within the fenced area. ❑ Measures shall be taken, to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust -control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. Page 4 of 5 ENCROACHMENT PERMIT COUNTY OF BUTTE ♦ OEPARTMENT OF PUBLIC WORKS 7 County Center Drive ♦ Oroville, CA 95965 ♦ Phone: (530) 538-7681 ♦ Fax: (530) 538-4356" Download Forms: www.bUttecounty.net/publicworks f COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Permit Number District Phone: (530) 538-7339 IOZC-//3E I--- APPLICATION I / WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the County roads and highways, all in accordance with County ordinances and general laws. All information except signature must be typed or legibly rinted. 1. Applicant's Name: SToRtv`TA �3z�s• �o►vsT0.�+cTlo_t_1 IINC. 2. Address: \ (0'3 (� S . (� 1"� \2 C r� ca \ C A Q, 'S Ct "2- 3. Phone: j'30 _ 3 -13 — Co Lo S 4. Assessors Parcel Number. O 39 — (, O— O i -1`l L-uT 1 j 5. Location of Work to be Done: j g o M AnS\•, CT , �� v NA rr. C A 6. Applicants Signature: 7. Date: I 17% `1 , v-1, 1 CONTRACTORS INFORMATION 8. Contractors Name: l O R N \_"T"f A � times , o r ST �2.► CT \ � � � �v C . 9. Address: 1 OCo'3te S. �1��►Z Ave. � CH �L.o � C- Pt �j35 10. Phone:Fax:530— 3..1'3 — 12. Contractor's Number. S 1 1 9 t ' l 13. Certificate of Insurance: Yes �" Flo 14. Contractors Signature: 15. Authorized Agent TYPE OF WORK TO BE DONE 16. Please Curb: ❑ Gutter: ❑ Sidewalk: ❑ 17. Driveway (List Type): 0--C211N C-r4-eTC 18. Other. PERMIT GRANTED In compliance with the above request, and subject to all terms, conditions (including those printed on the back of this form) and special conditions written below, permission is hereby ranted. 19. Conditions7�'Jate_R ;0r7 t bac Underground Service Alert U.S.A. must be notified two working days prior to any excavation. 800-227-2600 20. ❑ All work shall conform to accompanying: Detail ❑ Plans ❑ Special Conditions ❑ 21. Date Issued: 2/7/0,z 22. Expiration Date: -2— 17Lo 3 23. Surety: Yes No Mike Crump, Director of Public Works By: "Note: If permits are faxed to any number besides (530)5384356, they can be delayed up to one week. Page 1 of 2 General Conditions — See Page 2 V;T,TF o ° ° RESIDENTIAL PLAN C ° �•=- REVIEW GUIDE o SINGLE FAMILY, DUPLEXAND MISCELL NEOUS ONLY &xner. / Building Permit Number: 6 — 0,2- Plans Exarniner: L, n�;. � err,p,5o n A. P. Number: _ �� 7S GENERAL: ' Zoning requirements - (number of permitted living units). Plans signed by the designer. l Proper description of work on the application. Existing violations on the properly. 1—Recorded notice of violation. d{ -Building permit valuation. PLOT PLAN: Complete parcel size and dimensions. Setbacks, side yard, easements, etc. Other buildings or structures. Grading, fills andlor drainage. Flood hazard. Special conditions on Parcel Map: Noise ❑ SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ Federal aid Route and/or Federal Aid Secondary Route setback requirement Building or utilities across lot lines (Lot merger approval by Butte County Land Development) FLOOR PLA`: Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). ' 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shalt have a minimum net clear operable area of 5.7 square feet. The minimum net clear operable height dimension shall be 24". The minimum net clear openable width dimension shell be 20". When %%indo%%s are prodded as a means of escape or rescue, they shall have a finished sill height not more than 44" above the flcor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less thea 7 feet measured to the lowest oroiection from the ceiling (Uniform Building Code section 310.6.1 All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths. garage, kitchen, wet bar, and exterior receptacles (NEC 210). `Fater heaters %%hich depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom. clothes closets or in a closet or other confined space opening into a bath or bedroom (Uniform Plumbing Code section 509.0). Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as abedr+ootn. or in a room. compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). Garage fire%vall separation - required on garage side including supporting walls and posts (Uniform S Code section 302.4 exception #3). Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (U-niforn Building Code section 312.4). '-Wood stove location - Alcove - UbiC section 205 confined space & 223 unconfined space & 304.2). Smok: detectors (Uniform Building Code section 310.9.1). Pagel of 2 OL'd Water closet clearances (Uniform Plumbing Code 408.5). Shoptir compartment minimum 1024 sq. in 8 30" circle (Uniform Plumbing Code 412.7). g walls shall be supported on masortr)• or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). BUCTURAL DETAILS: raced Wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced .%-a panels mtut be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on anter in both the longitudinal and transverse directions NBC section 2320.4.1_) Braced mall lines must be continuous throughout the strucmm. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building l/ that do not compIN with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Clerestory requiring balloon framing and/or engineering. Foundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C). Floor construction details complete enough to construct building. Elevations and Wall construction details complete enough to construct building. 7 Roof construction details complete enough to construct building. d'/11 Fireplace construction details and calculations if necessary. �yC n ( Q e 9. Garage door header size(s). Porch header size(s). 11. Typical header size(s). Cj Stud heights. High expansive soil - special foundation design required. Retaining walls requiring design. Gypsum wallboard nailing inspection required. If the area below the lowest floor is fully enclosed, than a minimum of two openings are required With a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively. certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construcuon design requirements must be shown on the building plans. Electric, heating, ventilation, plumbing and air conditioning equipment and other ses ice facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. CELLATTOUS ITEMS: tairway details - landings, rise and nut, head clearance, handrails (Uniform Building Code section 1003). Guardrails (Uniform Building Code section 509). Bnek or stone veneer (Uniform Building Code section 1403). Ei►'ter. orplaster-weep screeds (Uniform Building Code section 2506.5). !/ Roof pitch for roof covering (Uniform Building Code Table 15 -B -I & 2,15-D-1 & 2). 1 Foam insulation - protection. V 6" halls and stairways (Uniform Building Code section 100.4.3.3.2). Twro exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 8 2306.7). t L/ ) - Attic access and ventilation (Uniform Building Code section 1505). Sound requirements. Energy design compliance and supporting documentation. . CDF responsible area requirements. � ) BUII.DING PERMIT REQUIREMENTS: %j 1. ❑ SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. S. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing lener. P2ee -- 0f PLAN REVIEW RESPONSE FORM In order to expedite the review of your plan% please complete the following information and return this form with Your this form is not complete, as to all correction items, we will not be able to accept your re -submittal for view. *0 MW be a v response to every item requested in our plan correction letter. "By others", is not considered a valid respo�, pplldue1ewt be s vs response to each item and the location where the information can be found on the plans/calcs. kale y� ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH MUM AND OWNERS NAME .. _ .. _ .._.__ .... _ ... DATE::: •. ...: . .� ►'FN C, e), e-N'D q�o � ASSESSORS PARCEL NUMBER PERMIT NUMBER 02- ^ C Z --z RESPONSE FOR PLAN CHECK LETTER DATED: M,AQC -1 I 12,00 REM 0 RESPONSE BY. -- - LOCATION ON PL.ANS/CALC CGi2t✓55 I.0/NTt�0�•J NUT G: ,A-0 0&-,n AT EACH 43-M L. PLAN CHEgK ITEM X RESPONSE BY: LOCATION ON PLANS/CALCS: r /IO0 - STi2U z COMMENTS: 451' e (!2hLGv(,A-zc.oNs PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: �'�Iisv�A � l � � S..,5�!✓Z.•T � O/l% A 3 �'�•eJCZ�r C VENTS: Al,�W TrLu LOCATION ON PLANS/CALCS: %/Z USS C�9GCS PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: 57-257-ry .57#E -ET- ,q , 3 COMMENTS: �YL� I?-�� S� "Gr✓ A,711 a S, 3 OF 5LO Silo w 0 l EZ.C-7V 717) l — rn l46-:gT ► 3 Aa RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # RESP NSE BY: LOCATION ON PLANS/CALCS: COMMENTS: /c-(- 6"L -A 2fX F1 -?A lnll / 6- C &CIJMAIJ' UAIoDif2 ` AWSS 6.5 - Y7- 4/ % -ro S -How of k" ' /@--.�os, PLAN HEP IT M # RESPONSE BY: LOCATION ON PLANS/CALCS: 16% W- � P COMMENTS: fV0 7-/ A/(TS 40 4?0Q ` MLAV Q 4 7(O 611 -& C &CIJMAIJ' UAIoDif2 ` AWSS 6.5 - Y7- 4/ % -ro S -How of k" ' /@--.�os, PLAN CHECK ITEM # S`�/L t". uL4�-— RESPONSE BY: LOCATIONPLANS/CALCS: A rl COMMENTS: �LZ. � ` %lit'/SS !!� O/C/ &-, 401/V%% 16 A1.30 �Si -ro S -How of k" ' /@--.�os, PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS. '015T ff/ A i'n Zea /�j I� �l7 %�O Ol,�ou �QJ el. A1.30 �Si -ro S -How of k" ' /@--.�os, PLAN CHECK ITEM # �t 'SCJ �v a -A C- RESPONSE BY: LOCATION ON PLANS/CALCS: LOCATION ON PLANS/CALCS: kv( C CCl 7.'a S(o,6a1 COMMENTS: Qt A C (C)/US -ro S -How of k" ' /@--.�os, (/V c eAS9P-- 5 s A, r S') 2 s-3 o� C PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: VL �' 2 dT�N (j5 AV J t� Su1PI�o�-��✓z �Y � �c R -M. . V Y7 RC2 A -A �vs oz i Attachment B Conflict of Interest Code County_ of Butte .Part I —.Designated Employees ' Under the provisions of the Standard Code, designated employees shall file statements of economic interests. • •The, following in a list of the designated employee positions for Butte County and the appropriate disclosure category for filing such statements:, Agency/ Position Disclosure Category Developmental Services Director-Develo mentat Services - Tom I Manager Building Inspection - Mike `h ; Administration Analyst — Deborah I Plan Check Engineer — Philo I Chief Building Inspection — Scott R I Supervising Building Inspector — Bill Baron I Supervisor Staff Support Services — Alice I Plan Application Assistant- Karen, Tammie; Tamm , Paula' • - I Code Enforcement Officer — Scot J, Frank I Lead Code Enforcement Officer — GaryI Principal Planner — Meleka I Senior Planner — Steve B, Dan, CraigI G I S Systems Planner — Jim I Associate Planner — Carl I Planning Technician I, II — Larry, Diana I Building Inspectors Russell Bloomfield I Gary Aznoe I Carl Nelson I Richard Nixon I Bart League I Rick Trent I Dave Wasne I Linda Simpson I Martha Christ I Vernell Bellus I F March 12, 2002 *Department of Developtent Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Spencer and Valerie Pendley 9294 Goodspeed Rd. #D Durham, CA 95938 Assessor Parcel Number: 039-460-075 Building Permit Number: 02-0221 This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and* approval of this project. PART — I Provide additional information and/or make revisions to plans, specifications and calculations as follows: NON-STRUCTURAL COMMENTS: Please make sure that your 30/46 windows meet all egress window requirements: 221nch min wide, 24 -inch min tall and 5.7 square feet opening. ✓ . The upstairs area is considered living area at this time. Please provide energy calculations that include the upstairs. VPlease show insulation in walls and attic of bonus room. ST&UCTURAL COMMENTS: Trusses K1, K2, L1, and L2 are provided in the truss package but are not shown on the truss �layout. Please provide new truss layouts showing the locations of these trusses. ll Provide rafter size and slope of the rear porch.roof. Provide typical header sizes on the plans. 4.. Provide adequate support for the 6145 lb. J2 girder truss reactions V.Please e provide a calculation for the beam over the'opening between the dining room and the room, which supports the J2 girder truss. de joist and beam sizes for the second floor framing. provide a new calculation for the garage door header that includes the point loads from the A2 girder truss reactions. Yet S c �. s S . l S 4, �^ ^-00 v 4;;;- WI T1-1- 13 �V3 (+eih T W 3126/07 W v_ t_ Sin c.A-�c AoV - VJeA A . t'LF,Jk N C� L�ce*Vn0Mr 1 of 2 PART - II The items identified below must be submitted prior to permit issuance. Some of these items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Pay Balance of Building Permit fees in the amount of $1260.00 2. Impact fees: 2.1. Complete and return the enclosed Butte Count, 'ark Facility certification form. 2.2. Complete and return the Butte County School Impact fee certification form. 2.3. Sheriff fees = $360.00. 3. Obtain Encroachment Permit for Driveway from Butte County Public Works Department. If you wish to discuss any non-structural requirements in PART - I, please call me at (530) 538- 7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Structural questions should be directed to the Plan Check Engineer. Questions concerning items in Part II should be directed to the front office staff. Sincerely, � UYU Linda Simpson Plans Examiner cc: Robert Heaton, Architect Philo Hunt, P.E. Plan Check Engineer 2 of 2 ),A - - LEACH FREE SETBACK (LFS) No /7s 1. THIS SHEET SHOWS ADDITIONAL INFORMATION, IS FOR ADDITIONAL INFORMATION PURPOSES ONLY, DESCRIBING CONDITIONS AT THE TIME OF FILING AND IS NOT INTENDED TO AFFECT RECORD TITLE INTEREST. 2. A SOLID FENCE CHAIN LINK, BRICK, BLOCK OR SIMILAR MATERIAL, NOT WOOD, A MINIMUM OF SIX FEET IN HEIGHT SHALL BE INSTALLED ALONG THE SOUTHERN AND WESTERN PROPERTY LINES OF THE PROJECT.. PRIOR TO ISSUANCE OF BUILDING PERMITS FOR ANY RESIDENCE IN PHASE 3. 3. DEVELOPMENT OF ALL LOTS IN THIS SUBDIVISION WILL REQUIRE CONNECTION TO A PUBLIC WATER SUPPLY. 4, SHOULD ANY ARCHAEOLOGICAL OR CULTURAL MATERIALS BE ENCOUNTERED DURING PROJECT CONSTRUCTION, SITE DEVELOPMENT SHALL CEASE AND ARCHAEOLOGICAL CONSULTATION SHALL BE IMMEDIATELY RETAINED. 5. ALL ALMOND TREES SHALL BE REMOVED FROM THE PROPERTY. REMOVAL OF TREES CAN FOLLOW THE PROPOSED PHASING PLAN SHOULD ACTIVE FARMING CONTINUE AS THE PROJECT IS DEVELOPED. 6. A DEVELOPMENT IMPACT FEE FOR SHERIFF'S FACILITIES SHALL BE PAID PURSUANT TO THE PROVISIONS OF CHAPTER 3, ARTICLE II OF THE BUTTE COUNTY CODE, PRIOR TO ISSUANCE OF BUILDING PERMITS OR USE PERMIT IN THE CASE OF A MOBILE HOME PARK. SAID FEE AMOUNT WILL BE DETERMINED AND CALCULATED AS OF THE DATE OF APPLICATION FOR THE BUILDING PERMIT OR USE PERMIT. 7. ALL OAK 'TREES ON THE PROPERTY SHALL BE PRESERVED EXCEPT FOR THOSE REQUIRED FOR ROADS, DRIVEWAYS, OR BUILDINGS. A NO DISTURBANCE SETBACK SHALL BE PROVIDED COMMENCING FROM THE OUTER EDGE OF THE OAK TREE CANOPY. -10-30- o t ADDITIONAL INFORMATION SHEET DURHAM LAND ESTATES PHASE 3 A PG49LC 8rREE:r &ANXVINM BEING A PORTXXV OF THE REMAINING LANDS OF DiJRHAM LAND ESTATES PHASE X BOOK ZI OF MARK PAGE 71-74 ALSO BEING A PORTION OF THE Summary of Specific Requirements: SEE 1�-r-rp c N C �> This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy Documents\Building Permit Site Plan ReviewI.doc Page 5 of 5 LOERKE INSULATIVN CO., INC. DESCRIPTION OF INSTALLATION 1. ROOF P. 1 INSULATION CERTIFICATE Material __ .� Brand Name Thickness (inches) Thermal Resistance (R Value) 2. CEILING Batt or Blanket Type Fiberrtassjans Brand Name Johns Manville Thickness (inches) �� Thermal Resistance (R -Value) 3 g Loose Fill Type Flberglass Brand Name Johns Manville Ccntract h min. u'>SWI9d wehghtfft 4'z to IS' b. MInhum Thiclumm lS S� inches. Manufacturer's Inst WW weight per square foot to achieve Thermal Resistance (R Value) E :gp & EXTERIOR WALL Material El1mbas Raft Thickness (inches) _ Mb 4. RAISED FLOOR Material _Fabmlass Hoo Tlhidcness (Inches) 5. SLAB FLOOR 1 PERIMETER Material Tlhiclums-- Perimeter Insulation Depth (irx heQ 6. FOUNDATION WALT. Material Thickness (inches_ DECLARATION Brand Name _ Johns Manville -- Thermal Resistance (11 -Value) c� Brand Nance Johns Manville Thermal Resistance (R -Value) Land Name Thermal Resistance (R -Value) Brand Name --_-_.- Thermal Resistance (R-Value)— DECLARATION RValue)_ I hereby certi y that the above insulation was installed In the build) at the a location in conformance wkh cunerht Energ C-ffl ofor resin entiat txri 241FW 6, Caffornia Code of Regulations) as incl ars a aomplranoe, whMal7 tie. C.L#499160 61/b LOERKE INSULATION CO., INC. S19-. nSubcontractor a Nam r Gema Corrtractor (Co. Name) Or Owner —t anat v–e- m ate Or General Cont aecW (Co. amts) aOme Or Ge[hmul Cantradvr (C� ame) Ore nor O Z -ozZ I STRU CTU RAL CALCULATIONS Structural calcuiations_for: Pendley residence Butte County, Cciifornia Job 01-06 �61N-07C 9192 S 'REN .3-31-03 ' 01 COX, IBU TTS COUNT, BUILDING DEPARTMEM, APPROVED ROBERT B. HEATON and associates architects 2044 Palm Avenue Chico, California 95926 (530) 343-8038 Robert B. Heaton C-9192 Frank A Glazewski C-27470 `7q STRU CTU RAL CALCULATIONS Structural calculations for: Pendley residence Butte County, California Job 01-067 � "gEN.3-31-03 �Q OF CpL��� ROBERT B HEATON and associates architects 2044 Palm Avenue Chico, California 95926 (530)343-8038 Robert B. Heaton C-9192 Frank M. Glazewski C-27470 G. 05," x Y. r.... ,. Wind loading; Basic wind speed Appucame 75 mph Exposure :Sloped roof - less than 4:12 B 0.014 Design method Yes Normal force method Structure category 0.014 Enclosed Seismic; Upper floor Seismic zone 0 Gravity loading; Assemby Appucame UL LL Reducible I :Sloped roof - less than 4:12 Yes 0.014 0.020 Yes 'Sloped roof - greater than 4:12 Yes 0.014 0.016 Yes Upper floor Yes 0.010 0.040 Yes Lower floor No 0.010 0.040 Yes Soil data; Allowable bearing 1.500ksf UBC Classification 4 .L? See summaries Slab on grade 2 Soil moi m �' t �. �.�� a Soil classification: Reference -table 18-1-A 1991 UBC Input data for user defined classification ksf Allowable bearing pressure 0.000 ksf Max. allowable pressure 0.000 ksf Increase for depth { 0.000 ksflft depth Increase for width i 0.000 ksf/ft width Friction coeficient 0.000 Lateral bearing (passive) 1 0.000 ksf/ft. of depth below grade Increase for wind/seismic F1.330 Include footing weight when calculating soil pressure ? yes Soil data used for design Allowable bearing pressure Max. allowable pressure Increase for depth Increase for width Friction coefficient Lateral bearing (passive) Increase for wind/seismic Resistance 1.500 ksf 0.000 ksf 0.300 ksf/ft depth 0.300 ksf/ft width 0.250 0.150 ksf/ft. of depth below grade 1.330 0.000 ksf Page 1 Soil weight:'0:1 Q kcf 9 z, esr tHI acl { ®}°frarnln me be x h. . E M rt n ' Load duration factor 1.25 Unless noted, 2x and 4x members are DF#2.6x members are DF#1 Member size Mcap Vcap I(in^4) 2x4 0.419 0.416 5.360 08.9, s. U654' x20;7 2x8 1.438 0.861 47.640 2x12 2.884 1.336 177.980 60( � •��� � � � 4x4 0.978 0.970 .12.510 . ys . •vt•"Y. M "•i�. _ A1.5°'4� ".530��� _ •.. 48 3.633 2.009 111.150 �� . a r<ti= �5�4,:g t 563 r ;, � SPIN' , •'3ci'"...tot .vL+�_ ys,. s. fi 412 7.403 atYY 3.118 415.280 ' . 6x6 3.900 2.143 76.260 .�6x"' " ;�;6.�T1•6 ° ' X2:825 �= it > "�. 17;4#660 • 6x10 11.030 3.604 362.750 7 T 6rR12M 6x14' 22.259, 5.163 1066.180 ' *25x{1 5 Y 540. 55 n 31 511 01'.4 3.125x12 18.750 5.156 450.000 3C1�Z5x`5 2:423 .g0a1r�x20: 3.125x15 28.580 6.445 878.910 3� 7(4,Tx5��3'42�1t6 ��U90 �L , 1169=82 , ' 3125x18 40.329. 7.735 1518.750 . > • M Y .'moi 1 - P• 7 - E tia - YN 4 M1 +'f' . .Y-0-'LXs1.tkY,iS16i'�•� 5125x12 30.750 8.456 738.000 x4�ti. ,,z H 9a 105 JIG , 5.125x15 46.870 10.570 1441.410 -5R 5.125x18 66.140 12.685 2490.750 22-141 50 SHEETS AMPAD 22-142 100 SHEETS 22-144 200 SHEETS x"513 x12„ �O Multi -Loaded Beam[ 97 Uniform Building Code (91 NDS)1 Ver: 5.04 By: Frank Glazewski , Frank:M! Glazewski - Architect on: 11-30-2001 : 09:57:48 AM Proiect: 01-069 - Location: Garage header Summary: 5.125 IN x 15.0 IN x 16.25 FT / 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 5.9% Controlling Factert: Moment of Inertia / Depth Required 14.72 In Center Span Deflections: Dead Load: DLD-Center- 0.14 IN Live Load: LLD -Center- 0.51 IN = U381 Total Load: TLD -Center- 0.65 IN = U300 Camber Required: C= 0.21 IN. Center Span Left End Reactions (Support A): Live Load: LL-Rxn-A= 6874 LB Dead Load: DL-Rxn-A= 1866 LB Total Load: TL-Rxn-A= 8740 LB Bearing Length Required (Beam only, Support capacity not checked): BL -A= 2.62 IN Z 1K6T12 Center Span Right End Reactions (Support B): Live Load: LL-Rxn-B= 6874 LB Dead Load: DL-Rxn-B= 1866 LB Total Load: TL-Rxn-B= 8740 LB Bearing Length Required (Beam only, Support capacity not checked): BL -B= 2.62 IN Beam Data: Center Span Length: L2= 16.25 FT Center Span Unbraced Length -Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length -Bottom of Beam; Lu2-Bottom= 16.25 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Center Span Loading: Uniform Load: Live Load: wL-2= 846 PLF Dead Load: wD-2= 211 PLF Beam Self Weight: BSW= 19 PLF Total Load: wT-2= 1076 PLF Properties For: 24F -V4- Visually Graded Western Species Bending Stress: Fb= 2400 PSI Shear Stress: Fv= 190 PSI Modulus of Elasticity:- Ex= 1800000 PSI Ey= 1600000 PSI Stress Perpendicular to Grain: Fc perp= 650 PSI Bending Stress of Comp. Face in Tension: Fb_cpr- 1200 PSI Adjusted Properties Fb' (Tension): Fb'= 2400 PSI Adjustment Factors: Cd=1.00 Fv': Fv'= 190 PSI Adiustment Factors: Cd=1.00 Design Requirements: Controlling Moment: M= 35506 FT -LB 8.125 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controlling Shear: V= 8740 LB At left support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= 177.53 IN3 S= 192.19 IN3 Area (Shear): Areq= 69.00 IN2 A= 76.88 IN2 Moment of Inertia (Deflection): Ireq= 1361.11 IN4 1= 1441.41 IN4 x"513 x12„ C" N c'! N N C N L, f-ey-.,I ArAa�fSI's 92 Exposure B Importance factork0 Basic wind speed 75.00 mph qs 14.50 psf Roof pitch 1r2OQ in 12 angle 45.00 degrees PRIMARY FRAMES AND SYSTEMS WALLS Windward walls Leeward walls Total wall ROOF Wind perpendicular to ridge: Leeward or flat roof Windward roof: Slope 9:12 to 12:12 L7r 077, 0.0063 Direction 0.0073 0.0077 0.0085 Ht. <V-155 <205 <255 <305 <405 Ce 0.62 1 0.67 1 0.72 1 0.76 1 0.84 0.0108 0.0117 0.0125 0.0132 0.0146 Outward X0:80`: 0.0072 0.0078 0.0084 0.0088 0.0097 Inward 10Y50. 0.0045 0.0049 0.0052 0.0055 0.0061 Outward 0.0136 0.0117 0.0126 0.0136 0.0143 0.0158 L7r 077, 0.0063 0.0068 0.0073 0.0077 0.0085 Outward _; 4 , 0.0036 0.0039 0.0042 0.0044 0.0049 Inward Roof total 0.0099 0.0107 0.0115 0.0121 0.0134 Wind parallel to ridge and flat roofs ►, 0°70' 0.0063 0.0068 0.0073 0.0077 0.0085 Outward ELEMENTS AND COMPONENTS (Not in areas of discontinuity) WALL ELEMENTS All structures1; 2, 0.0108 0.0117 0.0125 0.0132 0.0146 Inward Enclosed and unenclosed structures 20 _ 0.0108 0.0117 0.0125 0.0132 0.0146 Outward Partially enclosed structures 16 . 0.0144 0.0155 0.0167 0.0176 0.0195 Outward Parapet walls '' .130 0.0117 0.0126 0.0136 0.0143 0.0158 Out/in ROOF Enclosed and unenclosed structures: Slope < 7:12'1�3U;` 0.0117 0.0126 0.0136 0.0143 0.0158 Outward Slope 7:12 to 12:12 13U` 0.0117 0.0126 0.0136 0.0143 0.0158 Outtiin Slope >12:12 Use wall values Partially enclosed structures Slope < 2:12 1:7 k� �60 0.0153 0.0165 0.0177 0.0187 0.0207 Outward Slope 2:12 to 7:12 0.0144 0.0155 0.0167 0.0176 0.0195 Outward Slope 2:12 to 7:12 .8 0.0072 0.0078 0.0084 0.0088 0.0097 Inward Slope > 7:12 to 12:12 ! 0.0153 0.0165 0.0177 0.0187 0.0207 Outtin Slope >12:12 Use wall values ELEMENTS AND COMPONENTS (In areas of discontinuities) Wall comers Roof eaves, rakes or ridges without ' overhangs Slope < 2:12 Slope 2:12 to 7:12 Slope > 7:12 to 12:12 ' For slopes less than 2:12 Overhangs at roof eaves, rakes or ridges, and canopies. 0.0135 0.0146 0.0157 0.0165 0.0183 Outward :2b 0.0108 0.0117 0.0125 0.0132 0.0146 Inward 0.0207 0.0223 0.0240 0.0253 0.0280 Upward 0.0234 0.0253 0.0271 0.0287 0.0317 Outward 0.0144 0.0155 0.0167 0.0176 0.0195 Outward F 0 0.0252 0.0272 0.0292 0.0309 0.0341 Upward a L Static lateral force procedure per UBC 1630: Seismic zone 3 Z = 0.300 Importance factor F''1O:OQ System description: (Table 16-N) 1a. Wood structural panel walls... R 5.500 Numerical coefficient no 2.800 Seismic force overstrength factor hn 20.000 feet Input C, from table 16-R: Input Nv from table 16-V: CV 0.540 Nv 1.00 Input Ca from table 16-Q: Ca 0.3b0 Calculate numerical coefficient CT: Building frame system: wood framed and all other buildings CT 0.000976 For all structures, the value T may be approximated from the following formula: T = CT (hr)3/4 0.0092 sec. (30-8) The total design base shear shall be determined per UBC 1630.2: V=RCS*I)/(R*T))xW= 10.64 W (30-4) The total design base shear need not exceed the following: V=(2.5*Ca*l)/R x W = 0.164 W (30-5) The total design base shear shall not be less than the following: V = 0.11 * Ca * I x W = 0.040 W (30-6) For seismic zone 4, the total base shear shall also be not less than the following: V=(0.8xZxNvxl)/R (W)= 0.044 W E = Design factor for structure As per UBC 1630, seismic factor may be further modified by Redundancy/reliability factor. s 22-141 50 SHEETS nn 22-142 100 SHEETS 22-144 200 SHEETS ( S n Sy �1 ? O C% .0 c N g w p` 4- n_ —0 ti W 0 r U (ro C3' l� GI C..r d 1'Zr I T east/vjes r LJ = (-(1-2-+-1 S)- 0 1 Z(O + "I. (- 010 t -9s+ 1,-4 1 = 3,6(o'L- P-4+-s'!: P -4+-S= z_ g2 +. 28 = 3.1 Y` 1 1 'LUC/3w LU IL' W W W W Zn U (n oco N r N Y ^sr 1 1 1 1 1 1 �(zpl� wesr- of T5 i I 3S,S i L,J1= C8.S�2+,$).0120 t If 010 .136Ki WL= oto --7)= ,l3-1IV R,c= 3•t&,- 413 22-141 50 SHEETS AMPAD 22 142 100 SHEETS 22-144' 200 SHEETS Cl N I : o O W � r1 to o o 1 6' Y JL N h� N C 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Gomrrons �� Bgz��rnails���, Mark 0.213 0.260 0.164 0.200 0.312 0.380 0.240 0.293 0.402 0.490 0.309 0.377 0.254 0.310 0.196 0.239 0.212 0.460 0.163 0.354 0.360 0.600 0.277 0.462 0.131 0.160 0.101 0.123 0.197 0.240 0.152 0.185 0.254 0.310 0.196 0.239 Description 1 3/8" cdx plywood with 8d nails at 6",12" O.C. 2 3/8" cdx plywood with 8d nails at 4",12" o.c. 3 3/8" cdx plywood with 8d nails at 3",12" o.c. 4 1/2" cdx plywood with 10d nails at 6",12" o.c. 5 1/2" cdx plywood with 10d nails at 4",12" o.c. 1 6 1/2" cdx plywood with 10d nails at 3",12" o.c. 1 7 5/8" T-1-11 plywood nailed with 8d nails at 6",12" o.c. 8 5/8" T-1-11 plywood nailed with 8d nails at 4",12" o.c. 9 5/8" T-1-11 plywood nailed with 8d nails at 30, 12" o.c. 10 Pill 1/ " gypsum board nailed with 5d nails at 7 o.c. max. 11 5/8" gypsum board nailed with 6d nails at 7" o.c. max. Footnotes: 1 Foundation sill plates and all framing receiving edge nailing from abutting panels shall not be less than a single 3 -inch nominal member. In shear walls where the total wall design shear does not exceed 600plf, a single 2 -inch nominal sill plate may be used, provided anchor bolts are designed for a load capacity of 50 percent or less of the allowable capacity and bolts have a minimum of 2 -inch by 2 -inch by 3/16 -inch plate washers. Plywood joint and sill plate nailing shall be staggered in all cases. r IWall line analysis ' Frank Glazewski - Architect Date 11/30101 1370 Ridgewood Drive Suite 10 ' Chico, California 95973 Tel (530) 343-4630 ' Description Pendley residence ' Level Main Line 1+2 P lateral 3.660 kips ' Total wall length 15.000 feet Wall framing species HF Shearwall ' Description Mark v cap Side 1 3/8" cdx plywood with 8d nails at 4", 12" o.c. 2 0.312 kips/ft Side 2 None 13 0.000 kips/ft Shearwall v 0.244 kips/ft Ok! v allow 0.312 kips/ft If user -defined SW used; Description I v allow 0.000 kips/ft Sill nailing ❑ Applicable? 0.134 = 0.549 feet 16d sinker good for 0.134 kips/each 0.244 Y1'6d nail's a �1� 6 = Incheso cat'SWk s' Design v- 0.244 kips/ft El x Sill plate? ❑ Double anchor bolts? ' 0.730 2.992 feet ,I 0.244 112" dia. good for 3a 0.730 kips/each ulnche. s7 cm Blocking/top plate Applicable? Connector Hl 0.485 kips/each ' Length of attachment 53.00 feet Design v 0.069 kips/ft �� ;Connectors 48 "'Indies o c }maxi ' Connectors at rim joist to mudsill/cripple wall top plate Applicable? ' v 0.244 kips/ftA tats <, Inches climax 'tNifl ' Page 1 Line geometry Frank Glazewski - Architect Date 11/30/01 1370 Ridgewood Drive Suite 10 Chico, California 95973 Tel (530) 343-4630 Shearwall summa - Line geometry Description Pend ley. residence Level I Line 1+2 V1 v1 V2 v2 V3 v3 V4 v4 Segment Desc. Wall Opening J I66F 0.07 ! Force 4.00 w 4.00 y 6.50 0 6.50 y 0.700 2.75 0 2.75 y 0.252 3.50 w 3.50 y 0.062 t 21.50 0 21.50 y 0.675 '65 16 0 3.50 w 3.50 y -0.807 7.33 0 7.33 y -0.195 4.00 w 4.00 y -0.700 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Total lengths 15.00 38.08 Maximum collector force 0.807 kips 16d nail good for 0.115 kips/each Splice 7 16d nails Page 1 I Stability details Frank Glazewski - Architect Date 11130/01 1370 Ridgewood Drive Suite 10 IO CO Chico, Califomia.95973 Tel (530) 343-4630 Shearwall summary - Wall stability 'Cv Description Pendley residence � Level Main Line 1+2 v 0.244 kips/ft Assembly dead loads: Design controlled by: Roof 0.014 ksf Wind Floor 0.011 ksf Dead load reduction factor. Wall 0.010 ksf 0.667 Shearwall Dead load trib. Lengths . IO CO v 'Cv Y � o• G N �_ > Holdown CD 0� 4.UU u.UU IU.UU S.UU U.1 /U /.6 U.5 J.bu Z.U6 Z.U6 H1116/2 -2x6 3.50 10.00 8.00 5.00 0.150 8.54 0.61 3.00 2.71 2.71 HTT1612-2x6 Page 1 I `i Wall line analysis Frank Glazewski - Architect 1370 Ridgewood Drive Suite 10 Chico, California 95973 Tel (530) 343-4630 Date 11/30/01 Description Pendley residence Level Main Line 4+5 P lateral 7.840 kips Total wall length 25.500 feet Wall framing species HF IV I Shearwall Description Mark v cap Side 1 3/8" cdx plywood with 8d nails at 4°, 12" o.c. 2 0.312 kips/ft Side 2 1 None I 13 0.000 kips/ft Shearwall v 0.307 kips/ft Oki v allow 0.312 kips/ft If user -defined SW.used; Description I I v allow 0.000 kips/ft Sill nailing 2 Applicable? 0.134 = 0.436 feet 16d sinker good for 0.134 kips/each 0.307 16 d,, nailsi 5� ' `In ' :. @ y k rhes o c at S01 Anchor bolts El Applicable? Design v 0.307 kips/ft ❑ 3 x Sill plate? ❑ Double anchor bolts? 0.730 = 2.374 feet 0.307 1/20 dia. good for 0.730 kips/each �+ , ?a A chW o c'tmaxx d _ ., Blocking/top plate ✓ Applicable? Connector A35 0.450 kips/each Length of attachment 70.00 Ifeet Design v 0.112 kips/ftCotinecto tr` J" . inches o Connectors at rim joist to mudsill/cripple wall top plate Applicable? v 0.307 kips/ft s/ft zq,atkg �;ORE� ,4 1$nches Page 1 210' Line geometry Frank Glazewski - Architect 1370 Ridgewood Drive Suite 10 Chico, California 95973 Tel (530) 343-4630 Shearwall summary - Line geometry Description Pendley residence Date 11130101 Level I Main —Line 4+5 V1 v1 V2 v2 V3 , v3 V4 v4 Segment Desc. Wall Opening t 3:1:6:' 0.15 11-.101' 3:10"; 0.05 ? '14-581,10.06 j Force 3.75 w 3.75 y 3.25 w 3.25 y y 0.595 14.25 0 14.25 y y 0.934 6.75 0 6.75 y UOI -1.960 4.00 w 4.00 y -2.327 5.00 0 5.00 y -1.314 8.00 w 8.00 y -1.586 15.75 0 15.75 y y 0.438- 2.50 0 2.50 y -1.424 —�Slb 6.50 w 6.50 y -1.583 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Total lengths 25.50 44.25 Maximum collector force 2.327 kips, 16d nail good for 0.115 kips/each Splice 20 16d nails Page 1 Stability details Frank Glazewski - Architect Date 11130101 1370 Ridgewood Drive Suite 10 2.00: Chico, California 95973 10.00 Tel (530) 343-4630 Y 8.00 I, 0 E - 0 Shearwall summary - Wahl stability a Description Pendley residence 0 xCL) > M Level Mairr Lune 4+5 v 0.307 kips/ft Assembly dead loads: Design controlled by: Roof 0.014 ksf Wind Floor 10.011ksf Dead load reduction factor: Wall Lmi-ol ksf 0.667 CL I Shearwall '!Dead load bib. Lenaths i i0 Ca �.. I v v v 8.25 2.00: C G i �(� 10.00 I_ Y 8.00 I, 0 E - 0 o a Y Y I' 0 xCL) > M HoldownCO 6.00 2.39 CL 7.00 8.25 8.25 2.00: 4.00 10.00 10.00 17.00 8.00 10.00 10.00 17.00 6.50 8.00 8.00 7.00 0.111 17.8 1.8 b.50 Z.55 0.338 12.30 1.80 3.50 3.17 0.338 24.60 7.21 7.50 2.64 0.178 15.99 2.51 6.00 2.39 Page 1 Z.55 H 1 11 b/Z-Ab 3.17 HTT16/2-2x6 2.64 HTT16/2-2x6 2.39 HTT16/2-2x6 Zz Wall line analysis ' Frank Glazewski - Architect Date 11/30/01 1370 Ridgewood Drive Suite 10 Chico, California 95973 ' Tel (530) 343-4630 ' Description Pendley residence ' Level ; Main Line ® P lateral 3.300 kips Total wall length 10.000 feet Wall framing species HF tShearwall Description Mark v cap ' Side 1 13/8" cdx plywood with 8d nails at 3", 12" o.c. 3 0.402 kips/ft Side 2 j None 13 0.000 kips/ft ' Shearwall v 0.330 kips/ft Ok! v allow 0.402 kips/ft If user -defined SW used; Description I I v allow 0.000 kips/ft Sill nailing E]Applicable? ' 0.134 = 0.406 feet 16d sinker good for 0.134 kips/each 0.330 _ 1100257560. Anchor bolts ❑ Applicable? Design v 0.330 kipslft ❑ 3 x Sill plate? ❑ Double anchor bolts? 0.730 = 2.212 feet 0.330 112° dia. good for 0.730 kips/each Blockin Ito late Q Applicable? 9 PP Connector A3s v 0.450 kips/each ' Length of attachment 22.00 feet Design v 0.150 kips/ft ' Conn'ectors at rim joist to mudsill/cripple wall top plate Applicable? ' . v 0.330 kipsfft Page 1 Line geometry Frank Glazewski - Architect Date 11130/01 1370 Ridgewood Drive Suite 10 Chico, California 95973 Tel (530) 343-4630 Shearwall summary - Line geometry Description Pendley residence Level Main Line V1 v1 V2 v2 V3 v3 V4 v4 Segment Desc. Wall Opening 1-330'.1 0.15 f C Force 5.00 w 5.00 y 12.00 0 12.00 y 0.900 5.00 w 5.00 y -0.900 9 Total lengths 10.00 12.00 Maximum collector force 0.900 kips 16d nail good for 0.115 kips/each Splice 16d nails W' X Page 1 23 n Stability details Frank Glazewski - Architect Date 11130101 1370 Ridgewood Drive Suite 10 IPO cc Chico, California 95973 — Tel (530) 343-4630 0 7�7 Y Shearwall summary - Wall stability a Description Pendley residence y 2 ;n Level Main Line E 8.000 v 0.330 kips/ft Assembly dead loads: Design controlled by: Roof 0.014 ksf Wind Floor 0.011 ksf Dead load reduction factor. Wall 0.010 ksf 0.667 Shearwall Dead load trib. Lengths IPO cc Q, — o 0 7�7 Y CL a o x y 2 ;n I Holdown > O _O _N ~M p CL 5.00 8.25 10.00 2.00 0.128 13.6 1.1 4.50 2.87 2.87 HTT16/2-2x4 Page 1 n f 0.5 o i 40/50 j !nJ I � ' (°�J � •0.S ) c wz.jQ=1\3/2,+I).o16 = ,oy�`/ 5 ZS, 5.33, 3i �Sl--D ARC v ROBERT B. 3w,iil MY U-19192RINi \\OF CAL�Fo S Multi -Loaded Beam( 97 Uniform Buildinq Code (91 NDS)1 Ver. 5.04 Bv: Frank Glazewski , Frank M Glazewski - Architect on: 03-19-2002: 10:19:51 AM Proiect: 01-069 - Location: Garage door header Summary: 5.125 IN x 18.0 IN x 16.25 FT / 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 7.9% Controlling Factor: Area / Depth Required 16.68 In Center Span Deflections: Dead Load: Live Load: Total Load: Camber Required: Center Span Left End Reactions (Support A): Live Load: Dead Load: Total Load: Bearinq Lenqth Required (Beam only, Support capacity not checked): Center Span Riqht End Reactions (Support B): Live Load: Dead Load: Total Load: Bearing Length Required (Beam only, Support capacity not checked): Beam Data: Center Span Lenqth: Center Span Unbraced Lenqth-Top of Beam: Center Span Unbraced Length -Bottom of Beam: Live Load Duration Factor: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Center Span Loading: Uniform Load: Live Load: Dead Load: Beam Self Weight: Total Load: Point Load 1 Live Load: Dead Load: Location (From left end of span): Point Load 2 Live Load: Dead Load: Location (From left end of span): Trapezoidal Load 1 Left Live Load: Left Dead Load: Riqht Live Load: Riqht Dead Load: Load Start: Load End: Load Lenqth: � ARt Trapezoidal Load 2 p Left Live Load: v RpBERT E Left Dead Load: Riqht Live Load: Riqht Dead Load: Load Start: . � c Load End: N� REN.3-31-c Load Lenqth: .9 Trapezoidal Load 3�F CA1.� Left Live Load: Left Dead Load: Riqht Live Load: Right Dead Load: Load Start: Load End: Load Lenqth: Properties For: 24F -V4- Visually Graded Western Species Bendinq Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Bendinq Stress of Comp. Face in Tension: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd=1.00 Cv=0.99 Fv': Adjustment Factors: Cd=1.00 21 DLD-Center- 0.11 IN LLD -Center= 0.37 IN = U522 TLD -Center- 0.48 IN = U407 C= 0.16 IN LL-Rxn-A= 8466 LB DL-Rxn-A= 2363 LB TL-Rxn-A= 10829 LB BL -A= 3.25 IN 4X6 LL-Rxn-B= 8386 LB DL-Rxn-B= 2340 LB TL-Rxn-B= 10725 LB BL -B= 3.22 IN L2= 16.25 FT 3� / Lu2-Top= 0.0 FT e6t ' Lu2-Bottom= 16.25 FT Cd= 1.00 U 360 U 240 wL-2= 0 PLF wD-2= 0 PLF BSW= 22 PLF wT-2= 22 PLF PL1-2= 3700 LB PD1 -2= 924 LB X1-2= 5.25 FT PL2-2= 3700 LB PD2-2= 924 LB X2-2= 10.58 FT TRL-Left-1-2= 846 PLF TRD-Left-1-2= 211 PLF TRL-Riqht-1-2= 846 PLF TRD-Right-1-2= 211 PLF A-1-2= 0.0 FT B-1-2= 5.25 FT C-1-2= 5.25 FT TRL-Left-2-2= 40 PLF TRD-Left-2-2= 35 PLF TRL-Riqht-2-2= 40 PLF TRD-Right2-2= 35 PLF A-2-2= 5.25 FT B-2-2= 10.58 FT C-2-2= 5.33 FT TRL-Left-3-2= 846 PLF TRD-Left-3-2= 211 PLF TRL-Right-3-2= 846 PLF TRD-Right-3-2= 211 PLF A-3-2= 10.58 FT B-3-2= 16.25 FT C-3-2= 5.67 FT Fb= 2400 PSI Fv= 190 PSI Ex= 1800000 PSI Ev= 1600000 PSI Fc perp= 650 PSI Fb cpr- 1200 PSI Fb'= 2364 PSI Fv'= 190 PSI Paqe: 2 Multi -Loaded Beam( 97 Uniform Buildinq Code (91 NDS) ) Ver: 5.04 By: Frank Glazewski , Frank M Glazewski - Architect on: 03-19-2002 : 10:19:52 AM Proiect: 01-069 - Location: Garage door header Design Requirements: Controllinq Moment: M= 43455 FT -LB 10.563 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controllinq Shear: V= 10829 LB At left support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= 220.54 IN3 S= 276.75 IN3 Area (Shear): Areq= 85.49 IN2 A= 92.25 IN2 Moment of Inertia (Deflection): Ireq= 1717.48 IN4 1= 2490.75 IN4 SI/a X $_ 12+ 1/ Gw_LAM I CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title......... er Vgnalpy Residence Date..03/19/02 09:20:15 Project Address........ Lot 15 - Durham LanL Ests******* Durham, CA *v6.01* Documentation Author... Robert Heaton ******* Buil-din g 1)e # Robert B. Heaton Architect 4284 Keith Lane Plan Check / Date Chico, CA 95973 530-343-8038 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-PENDLEY Wth-CTZ11S92 Program -FORM CF -1R User#-MP1902 User -Robert B. Heaton Architec Run-PENDLEY Component Type GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 2742 sf Single Family Detached New Front Facing 180 deg (S) 1 2 Slab On Grade 15.4 0 of floor area 0.4 Btu/hr-sf-F 0.35 8.5 ft BUILDING SHELL INSULATION Frame Cavity Sheathing Total Assembly Type R -value R -value R -value U -factor Location/Comments Wall Wood R-21 R-0 R J1 0.057 To Garage Roof Wood R-0 R-0 R- $ 0.024 Attic Door None R-0 R-0 R-0 0.330 Solid Wood S1abEdge None R-0 R-0 F2=0.760 To Outside FloorExt Wood R-19 R-0 R-19 0.048 Over Garage FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Front (S) 27.0 0.400 0.350 Standard Standard Yes Window Front (S) 36.0 0.400 0.350 Standard Standard Yes Window Front (S) 6.0 0.400 0.350 Standard Standard Yes Window Front (S) 3.5 0.400 0.350 Standard Standard Yes Window Front (S) 6.0 0.400 0.350 Standard Standard Yes Window Front (S) 36.0 0.400 0.350 Standard Standard Yes Window Front (S) 27.0 0.400 0.350 Standard Standard Yes Window Front (S) 6.0 0.400 0.350 Standard Standar'vYesk Window Front (S) 6.0 0.400 0.350 Standard S Window Left (W) 27.0 0.400 0.350 Standard n , es ..� Window Left (W) 27.0 0.400 0.350 Standard es a, Window Left (W) 16.0 0.400 0.350 Standard �'�.. to d �" fe0 s Door Left (W) 40.0 0.400 0.350 Standard tidYes Door Left (W) 14.0 0.400 0.350 Standard s Standard None Door Left (W) 14.0 0.400 0.350 Standard Standard None Door Back (N) 40.0 0.400 0.350 Standard Standard Yes Window Back (N) 20.0 0.400 0.350 Standard Standard Yes CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project'Title.......... Spencer Pendley Residence Date..03/19/02 09:20:15 FENESTRATION Over - Equipment Type Furnace ACSplit SLAB SURFACES Slab Type Area (sf) Standard Slab 2266 HVAC SYSTEMS Refrigerant Area U- Interior Exterior hang/ Orientation Manual (sf) Factor SHGC Shading Shading Fins Window Back (N) 27.0 0.400 0.350 Standard Standard Yes Window Right (E) 7.5 0.400 0.350 Standard Standard Yes Window Right (E) 17.5 0.400 0.350 Standard Standard Yes Window Right (E) 4.0 0.400 0.350 Standard Standard Yes Window Right (E) 14.0 0.400 0.350 Standard Standard None Equipment Type Furnace ACSplit SLAB SURFACES Slab Type Area (sf) Standard Slab 2266 HVAC SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas Standard 1 0.58 50 R- n/a REMARKS Refrigerant Tested ACOA Minimum Charge and Duct Duct Duct Manual Thermostat Efficiency Airflow Location R -value Leakage D Type 0.820 AFUE n/a Attic R-4.2 No No Setback 12.00 SEER No Attic R-4.2 No No Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas Standard 1 0.58 50 R- n/a REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... Spencer Pendley Residence Date..03/19/02 09:20:15 COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to. comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... Robert B. Heaton Company. Architect Address. 2044 Palm Avenue Chico, CA 95926-2356 Phone... (530) 343-8038 License. 9 Signed.. C- / oZ (date) ENFORCEMENT AGENCY Name.... Title.:. Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... Robert Heaton Company. Robert B. Heaton Architect Address. 4284 Keith Lane Chico, CA 95973 Phone... 530-343-8038 Signed.. (da) ate ) 0 Z MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... Spencer Pendley Residence Date..03/19/02 09:20:15 Project Address........ Lot 15 - Durham Land Ests******* Documentation Author... Climate Zone........... Compliance Method...... Durham, CA Robert Heaton Robert B. Heaton 4284 Keith Lane Chico, CA 95973 530-343-8038 11 MICROPAS6 v6.01 *v6.01* ******* Architect Building Permit # Plan Check / Date Field Check/ Date for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-PENDLEY Wth-CTZ11S92 Program -FORM MF -1R User#-MP1902 User -Robert B. Heaton Architec Run-PENDLEY Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply Design- Enforce- er 3 ment to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. V/ MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... Spencer Pendley Residence Date..03/19/02 09:20:15 SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sectons 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 7801 thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title.......... Spencer Pendley Residence Date..03/19/02 09:20:15 LIGHTING MEASURES Design- Enforce- er ment 150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or.one of the alternatives to this requirement allowed _in Sec. 150(k)2.; and recessed ceiling fixtures are IC in cover) approved. COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... Spencer Pendley Residence Date..03/19/02 09:20:15 ******* Project Address........ Lot 15 - Durham Land Ests Durham, CA *v6.01* Documentation Author... Robert Heaton ******* Building Permit # Robert B. Heaton Architect 4284 Keith Lane Plan Check / Date Chico, CA 95973 530-343-8038 Field Check/ Date Climate Zone........... it Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-PENDLEY Wth-CTZ11S92 Program -FORM C -2R User#-MP1902 User -Robert B. Heaton Architec Run-PENDLEY MICROPAS6 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 22.69 20.52 2.17 Space Cooling.......... 10.19 12.08 -1.89 Water Heating.......... 10.39 9.45 0.94 Total 43.27 42.05 1.22 *** Building complies with Computer Performance *** Zone Type GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... Floor Area Volume (sf) (cf) 2742 sf Single Family Detached New Front Facing 180 deg (S) 1 2 FullYear Slab On Grade 1 23284 cf 2266 sf 15.4 0 of floor area 0.4 Btu/hr-sf-F 0.35 8.5 ft BUILDING ZONE INFORMATION # of Dwell Cond- Thermostat Units itioned Type Vent Vent Air Height Area Leakage (ft) (sf) Credit HOUSE Residence 2742 23284 1.00 Yes Setback 0.0 Standard No COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... Spencer Pendley Residence Date..03/19/02 09:20:15 OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) factor R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 64 0.057 21 180 90 Yes W.21.2X6.16 2 Wall 69 0.057 21 180 90 Yes W.21.2X6.16 3 Wall 45 0.057 21 180 90 Yes W.21.2X6.16 4 Wall 69 0.057 21 180 90 Yes W.21.2X6.16 5 Wall 73 0.057 21 180 90 Yes W.21.2X6.16 6 Wall 30 0.057 21 180 90 Yes W.21.2X6.16 7 Wall 62 0.057 21 180 90 Yes W.21.2X6.16 8 Wall 24 0.057 21 180 90 No W.21.2X6.16 9 Wall 84 0.057 21 180 90 Yes W.21.2X6.16 10 Wall 24 0.057 21 180 90 No W.21.2X6.16 11 Wall 24 0.057 21 180 90 No W.21.2X6.16 12 Wall 20 0.057 21 270 90 Yes W.21.2X6.16 13 Wall 20 0.057 21 270 90 Yes W.21.2X6.16 14 Wall 142 0.057 21 270 90 Yes W.21.2X6.16 15 Wall 76 0.057 21 270 90 Yes W.21.2X6.16 16 Wall 184 0.057 21 270 90 Yes W.21.2X6.16 17 Wall 65 0.057 21 270 90 No W.21.2X6.16 18 Wall 29 0.057 21 270 90 Yes W.21.2X6.16 19 Wall 43 0.057 21 270 90 No W.21.2X6.16 20 Wall 29 0.057 21 270 90 Yes W.21.2X6.16 21 Wall 65 0.057 21 270 90 No W.21.2X6.16 22 Wall 124 0.057 21 0 90 No W.21.2X6.16 To Garage 23 Wall 175 0.057 21 0 90 Yes W.21.2X6.16 24 Wall 100 0.057 21 0 90 Yes W.21.2X6.16 25 Wall 68 0.057 21 0 90 Yes W.21.2X6.16 26 Wall 24 0.057 21 0 90 No W.21.2X6.16 27 Wall 24 0.057 21 0 90 No W.21.2X6.16 28'Wall 84 0.057 21 0 90 Yes W.21.2X6.16 29 Wall 24 0.057 21 0 90 No W.21.2X6.16 30 Wall 25 0.057 21 90 90 Yes W.21.2X6.16 31 Wall 128 0.057 21 90 90 Yes W.21.2X6.16 32 Wall 85 0.057 21 90 90 Yes W.21.2X6.16 33 Wall 272 0.057 21 90 90 Yes W.21.2X6.16 34 Wall 60 0.057 21 90 90 Yes W.21.2X6.16 35 Wall 20 0.057 21 90 90 Yes W.21.2X6.16 36 Wall 179 0.057 21 90 90 No W.21.2X6.16 37 Wall 34 0.057 21 90 90 Yes W.21.2X6.16 38 Wall 28 0.057 21 90 90 No W.21.2X6.16 39 Roof 2266 0.024 0 n/a 0 Yes R.38.2X4.24 Attic 40 Roof 476 0.024 0 n/a 0 Yes R.38.2X4.24 Attic 41 Door 20 0.330 0 180 90 Yes None Solid Wood 42 Door 20 0.330 0 0 90 No None Solid Wood 44 F1oorExt 476 0.048 19 n/a 0 No FX.19.2X8.16 Over Garage PERIMETER LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments HOUSE 43 S1abEdge 242 0.760 R-0 No To Outside COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... Spencer Pendley Residence Date..03/19/02 09:20:15 Orientation FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE Window- Overhang Left Fin Right 1 Window Front (S) 27.0 0.400 0.350 180 90 Standard/0.76 2 Window Front (S) 36.0 0.400 0.350 180 90 Standard/0.76 3 Window Front (S) 6.0 0.400 0.350 180 90 Standard/0.76 4 Window Front (S) 3.5 0.400 0.350 180 90 Standard/0.76 5 Window Front (S) 6.0 0.400 0.350 180 90 Standard/0.76 6 Window Front (S) 36.0 0.400 0.350 180 90 Standard/0.76 7 Window Front (S) 27.0 0.400 0.350 180 90 Standard/0.76 8 Window Front (S) 6.0 0.400 0.350 180 90 Standard/0.76 9 Window Front (S) 6.0 0.400 0.350 180 90 Standard/0.76 10 Window Left (W) 27.0 0.400 0.350 270 90 Standard/0.76 11 Window Left (W) 27.0 0.400 0.350 270 90 Standard/0.76 12 Window Left (W) 16.0 0.400 0.350 270 90 Standard/0.76 13 Door Left (W) 40.0 0.400 0.350 270 90 Standard/0.76 14 Door Left (W) 14.0 0.400 0.350 270 90 Standard/0.76 15 Door Left (W) 14.0 0.400 0.350 270 90 Standard/0.76 16 Door Back (N) 40.0 0.400 0.350 0 90 Standard/0.76 17 Window Back (N) 20.0 0.400 0.350 0 90 Standard/0.76 18 Window Back (N) 27.0 0.400 0.350 0 90 Standard/0.76 19 Window Right (E) 7.5 0.400 0.350 90 90 Standard/0.76 20 Window Right (E) 17.5 0.400 0.350 90 90 Standard/0.76 21 Window Right (E) 4.0 0.400 0.350 90 90 Standard/0.76 22 Window Right (E) 14.0 0.400 0.350 90 90 Standard/0.76 OVERHANGS AND SIDE FINS Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68' Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 Window 27.0 6.0 4.5 2.0 1.5 1.0 6.0 1.0 6.0 10.0 n/a n/a n/a 2 Window 36.0 6.5 5.0 6.0 2.5 0.5 4.0 0.5 2.0 10.0 n/a n/a n/a 3 Window 6.0 1.0 6.0 4.0 1.5 16.0 11.5 n/a n/a n/a n/a n/a n/a 4 Window 3.5 3.0 3.0 4.0 0.5 13.0 13.0 n/a n/a n/a n/a n/a n/a 5 Window 6.0 1.0 6.0 4.0 1.5 11.5 16.0 n/a n/a n/a n/a n/a n/a 6 Window 36.0 6.5 5.0 6.0 2.5 4.0 0.5 n/a n/a n/a 0.5 2.0 10.0 7 Window 27.0 6.0 4.5 2.0 2.5 6.0 3.0 n/a n/a n/a 3.0 2.0 10.0 8 Window 6.0 2.0 3.0 2.0 1.5 4.0 0.5 n/a n/a n/a 0.5 24.5 8.0 9 Window 6.0 2.0 3.0 2.0 1.5 0.5 8.0 0.5 29.3 8.0 n/a n/a n/a 10 Window 27.0 6.0 4.5 2.0 1.5 15.0 5.5 n/a n/a n/a n/a n/a n/a it Window 27.0 6.0 4.5 2.0 1.5 2.5 17.5 2.5 4.5 8.0 n/a n/a n/a 12 Window 16.0 4.0 4.0 23.5 0.5 13.0 1.0 n/a n/a n/a 1.0 23.5 10.0 13 Door 40.0 6.0 6.7 2.0 1.5 11.5 14.5 n/a n/a n/a n/a n/a n/a 16 Door 40.0 6.0 6.7 15.0 0.5 17.0 1.0 n/a n/a n/a 1.0 39.0 10.0 17 Window 20.0 5.0 4.0 15.0 0.5 8.0 11.0 8.0 30.0 8.0 11.0 39.0 10.0 18 Window 27.0 6.0 4.5 2.0 1.5 6.5 6.5 n/a n/a n/a n/a n/a n/a 19 Window 7.5 2.5 3.0 23.5 0.5 0.5 14.0 0.5 23.5 10.0 n/a n/a n/a 20 Window 17.5 5.0 3.5 2.0 1.5 25.0 1.0 n/a n/a n/a 1.0 8.5 8.0 21 Window 4.0 4.0 1.0 2.0 1.5 15.5 11.5 n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... Spencer Pendley Residence Date..03/19/02 09:20:15 SLAB SURFACES Area Slab Type (sf) WATER HEATING SYSTEMS Number Tank External. in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard 1 0.58 50 R- n/a REMARKS HOUSE Standard Slab 2266 HVAC SYSTEMS Refrigerant Tested ACCA System Minimum Charge and Duct Duct Duct Manual Duct Type Efficiency Airflow Location R -value Leakage D Eff HOUSE Furnace 0.820 AFUE n/a Attic R=4.2 No No 0.767 ACSplit 12.00 SEER No Attic R-4.2 No No 0.669 WATER HEATING SYSTEMS Number Tank External. in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard 1 0.58 50 R- n/a REMARKS HVAC SIZING Page 1 HVAC Project Title.......... Spencer Pendley Residence Date..03/19/02 09:20:15 ******* Project Address........ Lot 15 - Durham Land Ests Durham, CA *v6.01* Documentation Author... Robert Heaton ******* Building Permit # Robert B. Heaton Architect 4284 Keith Lane Plan Check / Date Chico, CA 95973 530-343-8038 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-PENDLEY Wth-CTZ11S92 Program -HVAC SIZING User#-MP1902 User -Robert B. Heaton Architec Run-PENDLEY GENERAL INFORMATION Floor Area ................. Volume.. ..... ............ Front Orientation.......... Sizing Location............ Latitude .......... ........ Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range . ....... ..... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 2742 sf 23284 cf Front Facing 180 CHICO EXP STA 39.7 degrees 27 F 70 F 102 F 78 F 37 F No No Yes 0.20 deg (S) HEATING AND COOLING LOAD SUMMARY Heating Cooling ' Description (Btuh) (Btuh) Opaque Conduction and Solar...... 18873 6553 Glazing Conduction ............... 7250 4046 Glazing Solar .................... n/a 6484 Infiltration ..................... 14724 4838 Internal Gain .................... n/a 2550 Ducts ............................ 4085 2447 Sensible Load .................... 44931 26919 Latent Load ...................... n/a 5384 Minimum Total Load 44931 32303 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designers responsibility to consider all factors when selecting the HVAC equipment. 1�V �uTrF Butte County Depar-merit of Development Services/ Building Division 7 County Center Drive, Oroville CA 95955 • (5.30) 5.38-7541 Telephone • (5.30) 538-2140 Fax www.buttecounty.net/dds www.butte eq neralplan.net UN Swimming Pool Requirements Drowning Prevention Safety Features Based upon California Health and Safety Code Section 115920-115929, known as the Swimming Pool Safety ,Act The County of Butte requires either listed, approved safety pool cover* meeting ASTM Standard F1346-91, OR a complying enclosure* which isolates the pool from the dwelling and remaining yard, OR a complying enclosure* which surrounds the perimeter of the pool and dwelling, with door alarms and self-closing, self -latching devices on ail doors leading into the enclosure. *Enclosures • Minimum height of 60 inches • Access gates shall open away from pool and have self-closing, self4atching device no lower than 60 inches above the ground. • Maximum vertical clearance of 2 inches from the ground to the bottom of enclosure • No openings greater than % inch within 18 inches of the release mechanism when closed. • Gaps or voids shall not allow the passage of a 4 inch sphere. • Outside surface shall be free of cavities or protrusions that would serve as a foothold or handhold that could enable a child of less than 5 years of age to climb over. • Maximum mesh size for chain link shall be a 2.25 inch square unless the fence is provided with slats fastened at the top or bottom which reduce the openings to no more than 1.75 inches *Pool Cover • Shall be correctly installed per the manufacturer's instructions to prevent the access of children under five years of age to the water. • Shall be property constructed to meet ASTM specifications and be labeled accordingly. • All ties, anchors or attachment points and controls for automatic covers must be installed in a way to prevent operating or uncovering the poll by children less than five years of age- • The pool cover shall possess a listing that insures the original design or performance of the cover meets".or exceeds testing as prescribed by ASTM Standard F1348-91, Section 9 Test Methods for Safety Covers. Door alarms or self-closing, self -latching doors Windows and doors, routinely closed and latched *Safety pool cover_ *Isolation *Perimeter At a minimum, one of these shall be provided. Gates self-closing, self -latching (Revised 4/06) A.—I"N"! VA, 1 t r _ ij - ---_- Ij,G� ,�I�i ����. � � _ �l �� .. Idw:draft:28May08 Butte County Department of Development Services $Urr TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT- DIRECTOR o o � 7 County Center Drive o 00 Oroville, CA 95965 (530) 538-7601 Telephone cOUN�� (530) 538-7785 Facsimile SWIMMING POOLS AND BQUIPOTENTIAL BONDING BASED UPON 2007 CEC SECTION 680.26 What is Equipotential Bonding for swimming pools? Establishing an electrically safe environment in and around perrnanently installed swimming pools requires the creation of an equipotential grid. The sole purpose of an equipatential grid is to create an area where there is no significant difference in voltage between objects that can be touched simultaneously. Examples of objects that can be touched simultaneously include the concrete decking, ladders, handrails, light fixtures, drains, and the pool water. An equipotential grid is created by intentionally connecting all these objects together electrically, otherwise known as bonding them together. What parts of a swimming pool require bonding? Section 680.26 of the 2007 California Electrical Code (CEC) requires bonding of all the metal structures, parts and fittings that are within 5 feet horizontally of the pool wall, and 12 feet vertically above the maximum water level of the pool. The following parts require bonding: Concrete reinforcing steel and all metallic structural components of the pool shell, coping stones and deck - Metal conduits, metal door frames and metal window frames within 5 feet of the inside pool wall. • Metal forming shells and mounting brackets of lighting fixtures. + Metal fittings and all metallic parts for handrails, ladder„, metal drains and diving boards. c. Metal casings of electrical equipment, all metal parts of any electrical equipment associated with 0 the pool, including pumps and recirculating equipment, heaters, blowers and automatic covers. Equipotential Bonding Grid Bonding just the metal parts around the pool to each other inay not provide a complete equipotential - = a plane. For this reason, Section 580.26 (C) of the 2007 CEC requires connecting the metal parts to a 'n common bonding grid that covers the entire contour of the pool. Additionally, the equipotential grid is required to extend horizontally under the deck for not less than 3 feet. - _ - The following pool shells are permitted to be used as an equipotential bonding grid by the 2007 CEC: - Structural reinforcing steel - ' - - A pool with bolted or welded walls _ Field fabricated grid constructed with a minimum #8 AVVG bare solid copper conductors for a _ - concrete pool or deck with no reinforcing metal In accordance with the exception in Section 680.26 (C), the egpipotential bonding grid covering the entire contour of the pool is not required for vinyl lined, polymer wall, fiberglass composite or other pools constructed of non-conductive materials. Idw:draft:28May08 09/17/200" 09:59 9155G9418, 1 ;If:IIiG FDCILS OF S C PAGE 02 "' \ �e^a VJF i-•-,� I i7 I< - , - r._TM Issued July '1, 2007 _ h Ttli!� report is suf)jerf Lo re-examination in onr,� year. v HH T.. Cir 1n a _r -I 0I fvlii ft j, wvit e C: I'Klnij dUr)1 (see) 693 0573 ICC F-v;aAu21tk-- t S'c`+ V. = rr i „Dnt_'ai, R J, ,u,,e A. Bii tmx;hyr , A 7rna s,21Z + (205) 595-96c0 Re�tonal Of„!�e ' r �C � j,VW J fCL CS.c)i- ReglorlalOfflu? i051V' slFlossncorF:o :i,CnmtryClub Hills, li'ir is 5G778R(ior:)Y9223Q5 v DIVISION' 13—SPI C1. L COi`STRUCTIOC; star FeSin, fib,-rglass, .jj�d ct,rarlic. The surface Finish is a -- Section: 13154Swintmltlg Pools nr aperi 71 (jlYCQI ryri Coat t he _all dimension!', del�ths,n.nd c pacilies are shown in TsolE, 3'"or modelsthat REPORT HOLDER: o!e 1 forpoolsz Ta'_,le 2 for sp s and 495) mmt r•, p-ri�illt d to b:,aercls ; VIKING POOL INC, 7i. lirurd, POST OFFICE Cl(—,'X ..ler. The pool and spa sfjell; , re designed to remain full WILLIAMS, CALIFOi NIA `�593i pf y��trrr at all times. The shell may be damaged if the water (304) 884-8854 level is allowed to drop below the skimmer'. `.Nhe_n appreciable Www.vikingpooIs ,l drawdown is noticed or if it becomes necessary to drain the toddLcbvtkinclpools.l et. pool of spa, contact Viking Pool or its dealers for instructions. 3.2 Ahovcg:o;snd Poolt and Spas: EVALUATION SUBJECT: (yodels intended for installation up to 191/, inches (495 mm) FIBER REINFORCED i'LASTIC 5` ird ,;tl.iI'G POOLAND 431` "} 'above ground, listed in Table 3 have vertical suppo is consisting of 1-i c'n-by- I'/.. -inch -by -36 -inch- long (25 mm by 38 SHELLS mm by 914 mm), Douglas fir, %. 2 Wood members encapsulated in the FRP process al 4112 -foot (13372 mm) ADDITIOtvAL LISTEE: internals. COMPOSITE POOL COiRPOR` i"ION (,-PC) I,0 INSTALLATION 473 INDUSTR.IAL PARI{ ROAD 4.1 General: JANE LEW, WEST VIRGINIA 2i3379 The swimming pool and spa. shells must be permanently installed in -ground or, in the on.se of the models shown in 1.0 EVALUATION SCOPE Table 3, up to 19'!, inches (495 mm) above- ground. All Compliance with the following codep: plumbing and electrical installations rt?0st comply with the relevant codes in effect at the ;onstruotion site at the time of s 2006 International Building CoCle'' (IBC) cr.,nstruction. ■ 2006 /niem_stiona/ Rgsideotial Cc�or:' (i RC) Su'oject :o the code official's ar,Proval, the pool or spa shells 1997 Uniform Buh�'irru� C_,de ^' IU2C) n Tall ri.n f, Soil invr�st� atun by a registered 7)f,ha f ;'IG'N1i19 CPndItI0r1S �. Pidei,l none 2006 lnternetr,nul PlJmirr09 - - a rli -21 tine te: -, —a 2006 IAPMO Urrif(,r-m Plurnhinr� ',or6; -. 0 I,)P., . v, u r of ground;��aierw�inin the ex��'va(ion, where l;nl cr ;paflnor yvlll contact the soil at the tima of Properties etvaluated: ` ro ot t'18 `. Qn ■ Physical properties n. Ti"existence of art uncbmpaoted fill in contact with any • Durability portion of the pool or spa shell 3 The axistonc_ of and expansive -tyre soils. 2.0 USES intend?d for 4. l nr Ylst j r_;f any sr,il tvpes with n �nyle of repose The fiberglass pool and spa shells :}r? in that `.will not. support the walls of the r3Xcavation at desired recreational use as swimming pools or spa,, residential SIooas applications with water Circulated through -,, tiller in a closed system. The pools comply with ANSII-11JSP1"-5 as Type O or . Dannar to adjacent struc",urws posed by the proposed pool Type I pools, and lAF'M6 PS 1-200U2, specified in the IAPV10 Gf spa IOCf�tion. UPC'. The spas comply with ANSI/HSP(-3 and ANSI Z 124.7, If any of the above conditions is encountered, excavation 3.0 DESCRIPTION must cease immediately, The specified conditions at the site must then be reYie`Ned, and recominendations made, by a 3.1 General registered design professional. The code oLilcial must approve The fiberglass pool and spa shells consist of one-piece the registered design Professiona.l's recommendations; subject Fiberglass construction shop- formed over s mold. The to the code official's approval, pools and spas may be installed material is minimum '/,-inch-thick (6.4 rnm), fiberglass- iii,'expansivc--type soils in accordance with Section 4,2 before reinforced plastic(FRP), cottjposed of isophtalic resin, vinyl work is resumed, 'Unif= Plumbing Code is 3. tmdemar',er' publication of iha (ntarnational Association of Plumbing and Miechanical Officials, 5001 East Philadelphia Street_ Ontario California 91701. w r .v, or nrh6r,ir..rr:r rn uu ,, n,,.,:>�. r.,u , .-," ,,... r!, :. r•rn ,,... ,. .....,_ .' ti= ,rs' Page '1 of 5 Copyright 0 2007 MIME 09rr17/200"' id's: 59 y1G55941= aii Ili: "IFILS DF '--"-C PAGE 09 ESR -2014 P2.ge 2 of 5 The poo �r ,pa excavation proal m.st coincide v✓itn t!!e '�t- fi.G C�Ji,Di fI^�;5 G` USE cornplywith, contours t,h_ pool or spa. Thr. overrxct,vaton must The prol and spa hell described in this report it!, those codes f �'103t1�, m !�) pulpa sich3s approxim t I r h to 2d in ;his (1 �2 to < Lcttcnr must be a or Fie su able alte n ;,iv -s to what is specified a t er'ollowin 1.(,� of',his report, sub) c. to f� 9 and ends.The overexcavation at the pool tc;i ihr c _ spa isted !n Scvction minimum �t 3 itches (76, rum). The backfll PO01 foinn�'ci to rr,itditions: bottom n�usi consist of a layer or beddin,l sand be 5.i The pool arr,J' spy= shc'IS musk 5e oonstructed and match the pool or spa F �rofde. Tr,i, Bann Isyei i tu-t wafer f he pool r r sPa report and the j, a c �1 -Is In the compacted using a manual tamper and be w "'�'� I inch t25-4 ms:tnv act sn,-d inst�fllat c,ri i: istructipns. shelf must sit firmly ori the sand •and Rafe !Ii ani' Sand b;tc•<fitl v�nt of r',�n li ti�i �F �o t r,o Berns mm) of IevQ1. Simultaneous he 5,enj nrt',:t be tar sni u pin inst ll�tions )nu t �oornply with operations must then r-omrnence wit", a tamper and water. 1 he in r llc-` must e;tsure 5 e al the rel. �l�- rntCo�des in effect dt tl,e cr)n_;truction site atthe compacted that the L=r_kfill level and water level ore tPp "):':imately the time of cons tructiun. sarne ihcoljgn.--,ut the fllins� 5.? Clearances ot` the: pools and spas i-) slopes set forth After c hlof the t•aci;fill, tn<� bora ;�_in anti dccr'n? _f"01 �,t. iRC &, coon i?403.1.7 or UBC 11_. ctior 1�:i�,..� ..on be !i; lied in acccrdancr with ln' maru`actur,�r's 3ert!jn '805 =;.3 must be observed. must published inst:;llation instructions and .-trop! octad by thy- c:xie must be inslall,d In a�r�ordance with k8G 5.4== A nether me or lJF Appendix :official Section 3109, IRC Section AG105, 4.2 Expansive soils: Chapter 4, as applicable. For installation of pools or spas in expansive soils, the 5 Slip resistance is outside the scope of this evaluation following additional installation details must be followed report. Reports of slip resistance tesfs that demonstrate subject to tttR code offiCia.l's approval: compliance with SPctien 8 1 of ANSI/NSPI-5 for 1 All surfaces adjacent to the pool or spa`; must be Swimming pools or S'ections 5.4. . 5,' 2 and 5.6.4.4 3 fur shall be submitterJ for approval ex adated to adepth of 12 inches (305 rum) beneath the of ANSI/NSPI spas, 6 inches (152 rnm) behind the horizontal by the code ariiciaL pool cotioin and 5,6 Diving egrnp hent may only be installed on Type I pools Pool ,,a,ls 2. Any soft or loose soils exposed by step 1 must be and must meet the minimum requirerhrrnts of, and be, with, Section 5,• Of P.f`1SI/NSPI- removed until exposed material is solid. If the soil is still installed In accordance soft and loose: the upper 6 inches (152 mi n) Of 311 5. horizontal excavation surfaces must be sr,anfled and r..7 The pool and spa shells are fabn ated by Viking Pool compacted with mechanical equipment. The c, nipactEd Inc. or Composite Pool Corporation at their V Illams, surfaces and the excavated yell surfac s must k; California: ,d,`!tat rJ, Texas �'tne L.rf, V'dest Virginid.; maintained in a moist condition until th :first lift of back'!I{ Noun Carolina, ur th> Ze-phylbill5, Florida, or fill is placed against the S ,rface rh r_m� ce nh c n r!�! s, �_nder a quality cr;ritrol prograrlt with implies any method !1 cess -pry to c.7n<,au:a net ti p- tn•n i'y •�olumbl;y Rese_ irCh and Testing and fill to keep lhe poc;;l or structl-;. Th baftum ar-a c,f the !,mac! or p , r�:�� - E\"�,i:f�iCr l..,TEC3 �_ ..:��;r.:i bacIIC,.°,ith yranu' f!_'tPor rnr.ti;n, .� aprrro �nar i, �> ', ! 152 mm1 below the bottom al the pool ',:r spa, Data �accoida cx- with the ICC -FS �,,uc=�p t<:nice Criteria for wetted and compacted. III ground, Residential, FIbiu rciufoViced pia-5tie Swimming Installed plastic.Spas (AC274), dated 4. The remaining 6 inches (152 corn) crit -151 tie bacl�fllled Pools 2nd Pe`m-�anently December 2006. beneath the pool or spa and behind the pool walls With Clear) sand and compact. The pool or spa must be filled 7.0 19EIgTIi`iC A T ICtH with water as backfilling progresses to a levci equivalent The poo! and ;pa sir?Ils are idenl..iried by the following to that of the backfill. The backfill rrll!st qe placed in infnnm.9(ion imprinted on the top step of the pool or spa shell: compacted layers of approximately 6 Inches (152 mrTr) manufacturers name {Viking Pont Inc.. r Composite Pool e while a uniform height of backfill Is ma,inta fled aro.ind the Corporation) and address; pool or spa shell designation, a pool or spa. coded serial number and the evaluation report number (ESR - 5. Pos . ve surface drainace a`.vay from the perimeter of the 2q 14). pool and surrounding dick is required and .CrIOCal to The unit also bear the label at the inspection agency, installations in highly expansive soils, Surface arei1 drains C-otttmbia f?vsaarch and Testing Corporation (AA -527)- and surface drainage swales or subdrains must be placed or satuCatlon Of the soil A pecrriarrent sign, bearing the following statement, must b2 as needed to prevent, ponding around the perimeter and vicinity of the pool to prevent attachad to the pumping equipment: excessive shrink -swell or volume changes in the soil- tj(jute: Tho- pool and sPp ~hells are designed to remain full 4,3 Aboveground pools and Spas: of ,.eater at all timF�s. The Sh911 may he :damaged i( the water /top b6lcw th si immEr Wh n appreciable Models shown in Table 3 may the inst Ilc UP to 1 � /, inches l vel r 110`N6Cr t� v lr nn i r)f <<r .d ,.rrf if b_ _orneS necussa y to drirr the / (495 mm) above ground ThEs , gel ern c•a e! s ,i b'- r ,ol F✓ r F o, r L ,nq Fool or r?s ',edicts for inStrUeCiOns. plat• -d with c without crnc':ate r „C kin n r of \ p_rm .her ' ha n .J Y. b"2 attache i ac!ac nt to the above elevat�ci c�a�_rnal ponions :'Yom sunlighf s it s rii 1 :C .Ir c ; c rti�r c ; i,r n nn t g Pr;; { Inc. distri' a "r s n,rne. address coat-', „ith r: U J -int ibitng r,p rlu with the lanninate. 6sFek4NMbl }iy.'rddYk dY4tl A .:Si f r ..: ,' I 89!'17,120©� 09: 59 916569'1 1 '11 -IG FOOLS OF F' GE 04 ESR -2014 Page 3 of 5 — 7 iDTH f, +„) NIAX uF-PTH {tt-in) I CAPACITY (gal) I POOL 1YPE SERIFS <? f k 'i C f 3( ln) I 1=' 16,7Do AL2D-12, AP 36 16'17,560 TTYPe 0 AT 40' 16' g' 2l,aoo Type 1 g 2.5'5” 1110 4,6 �� Type 0 25 7 1' 11 F 9,000 Type0 BFF - r.U00 I Type 0 BKD 23'11" _ 1L 3' i 0 1 _ _ ��� 8L :A _. _^; T c 1 E•Pd -_I ii z _ — _ - -- 1 r 00 TYPe 0 rj 100 Type. 1 —_ 4' I 1;00 Y yF - Cl -- - Ty D r" 10 000 _ P'' CC 3b 5.000 Type 0 CD 33' 0 r' 12,500 TYPe CL -- T 0 �,00 CPI 23' 1'I ° 12 3' _ G.000 YP' CO 0 16, --_ �� Cf ° 1' 2, __.._._ �. 5 � V.00 1—, ---Type 0 ,y Tyne .1 151 C' i 19 506 GR.BJ�f_ a T'✓P= _ 2 000 _ Type 0 GRBl,. 7 �'-� ,q —. --- n CR.Bh.i 12 - 17,600 Type 0 ��--- CRDF,, 35' 8 —. � _ 11,000 Type 9 CRDFL 3 I' 14` 61 5'6" 6,000 Type 0 CRDFM . 4, 9 000 — lype 0 40' le' �' 1 , I 14' 5,6;, 10,000 Type 0 CRQJ CRDL 30' 12' 5. 6,000 Type 0 CRDM 5' 19,1160 Type 0 CRSBJ 3c' 18' 7' 30' 14' _�. r, w e 11,300 Type 0 J CR S2.1- 2' J,FD ,7D0 TyF� D CR Brn 24' — 1 }— - 0,, �— Type D Type 0 CRSGJa00 _. 14 _ T 0 Type CPSGPA <3 � 00 .__._I— Type 0 _ T~~ - q 7' 4 <00 1.1300 ��. Tyne 0 CRUD 0 2 - ` --_:. Type 0 ^RUJ 35'� G' Type 0 CRUL 30'F,. 5. �0 Type 0 CftUM CF.US ?0' _ 3.000 1 0 0 a Type Type 0 30` 4 FDh9 i _— .. 12,000 Type 0 10• i3 c' 6` ' F c 5 ,. j J I RnLO s yf'e 0 r _ _ ._............. i ..._.. T. �. 5,. ` �.. ..,�... ri,i'00 TYpE 0 jTF F 25' 12 1 .3op Tpe 0 C 19,o0G Type 1F GS 345" 157-� 5'10" 15,000 Type 5' 6,800 Type 0 SV 26' 12.t� K 330 14'8" —j I 16,0010 Type 0 KL L J0 3.1, .. 14 ._._�� _I 5'1 t„ 14, �— —7'—i 11,300 13 700 Type 0 r.Ype 0 TYPP 0 - - 2,500 LBBST 15 12' 4 l - GYd - 30 14' 9" 10.&70 Type 0 �_- 6' j 14,3300 lY,rx 0 Lc F�G-DLX 3v. , 14' I n' 1, 1_000 _ e TY!� LE, --' le000 eTfper, fl9,'1T/290" 09:59 '31F5F,'-141 v'1KIHG F'Cu=ILS OF F'r;CIE 05 ESP-2014 Page 4 of 5 7f:k3LC 1-- rCUGIS (Gi�i'bTlf'.°tirD? "001- C'OI T'PY SERIES - LFP r _ 1 6 0Oo� TynF o 3 , L� -- Mc `_ s J --- _T g ; L1 1 2,100 { Type 0 MFF � J t' 3" - --- - - . � � __-- --j �� Type 0 MK 2;.7. T� 4 3T-- - - -- f - — T c 0 n0 _��. P- MLL �6 l TYPz 0 MPa'i-- - - - i --- - - -- _ 1 O,nOU ryp e Q IF, '']4-- -4pe .___ ,' r _ �_ 12,400 _1� T p MT v �T� i a' I ?,J(,: � Type 0 Type 0 �-' :: v � I NT - - 5 1 3,900 TYpe 0 OF 40 15 - 5'5" PRT - - 5,700 Type 0 --�-_ T 3' 12' ' m PR _ - -------}-- T Type 0 i _ M PS 4U' __ _. -- P (] 12 zGO� Typ_, RP 30' -__ � �`�� 12,500 I ypc 0 R.S 30' 1— �� T x 0 SFF 24 10 11'10 _2,000 TYi 0 -1-----_� ; 510' /P- slt 5 — I w —� M - l ype 0 0'10 z,' L,'r.50 C 0 YSa. _- �]o T ,F 0 7° SL _� 3 r,00 TYPe Q Type 0 SR„000 27'7”x.500 Type 0 ST TN ,0' _�8,5oD Type 0 Type 0 - 6.. 'i' h=00 YP''- HZA ; 5 ---- -1- - .......... _ r. 4 -;]] I Type 0 P HZL ; -50 Y 0 — — - _ _, SOV � YP. _.—.. - loci YP . I HZF !Type, 0 HZG T._- - U U F _._Tl 5� 1,350 rype 0- HZH __ _ ._ ._ 1_ _ _ - S - Its inn WL 20, 16' Fol" SI: 1 Inch = 25.4 mm, 1 foot = 305 -(Im, 1 Eillori �9/17/200IU F1�:59 F L1 'i=11_ _ _.r= PA, E 05 ESR -20'14 Page 6 of 5 r,1k�LC '� RY.i3 GA'AGITY (gal) 270 -._. B '75 OctaOonal ? -- OCt£��lon�31 3 x 12,5.�` GS x 12.5„ E OCt,8gapal _� 7-�— �- �- 700 CSSP CSSW Oct2oonal I 3 I 450 I 3' LOS Dode,�lgo0„ n 220 LOSSP Cpdecego _ - --� 4.50 T 6 3' _ LOSSW Dodecagond20 LRS Round7'1-80 Round ,20 _ _ _... , LP oPJ u0 ._ ._., c G _ .__ --I Nt - .: f:4SP 500RG ni _ __- — -r- - 470 RGSP �— Freeform- ---- -- --- 600 RGSW Mangle 8•'1,10' �4' RY 330 at�nrllo- a a 10, - RYSF' 600 RYSW le 25 C 5 ,nri P 51YY d l 150 r ili-- RSSVV ro_ 1,_ RSSi= found C, 375 OSSN1 0 1agono' .. a�0 295 uaie SS S q_ 295 SSSW . Square _ l 150 SSSP Square _ 6'F• __ ._.e._.._.._._.1 r --- -_-- TAE -E 3-- CO`JE(3RO 1i 0 POQI-S AND SP `S (` 9'/, 1NCH S i (i iiUr:i 3)vE GR;`.OL POOLS �- nL LOS _ 3 R ,1 LO5 S ,1 SP i BPF — — F5 LU SP mss aKr �t r— o Ppm _ �s _ _.-.. — R svi CBSVA! P 'IFF ---i—„bP 6sP Ri.SF' SPO MK _ }- - -tY LOS I N(TK - R,(SP SK _ Pool Specs �r I VIKING POOLS OF SACRA Color MENTO Fi 3961 Pell Cir Sacramento, " CA 95838 (916)569-4180 Fax (916)569-4183 LIC.724118 Filter _-- -- LightA Pipe size '7` 4r� fry i Sweep tEA ` of 112"fill line Anti siphon valve/ f Heater A1 , Gas Line LxO.D. VIA a - j Clock/Panel ,'f /J o g j i t _ r Chlorinatordt;ca_ f Solar Stub BoardsizeA) l >� Board support CEG 680.266 I ,1 � ( _ Ladder - ll f14— Eow POTENTIAL E30NOING GRID SHALL BE INSTALLED AS DESCRIBED .. 1 . t. t Handrail oV - BY THIS CODE—THE EQUIPOTENTAIL BONDINGr �~ ' � 7 / .. , s Slide ,iJ! �p � V SURFACES - RF -1 ACES 3FT HORIZONTALLY BEYOND THE _ � '�. Rai Deck Type as Deck S.F. :1:"»0 i A Deck Edge_ '. t�1 I I I � r g 7 dR PER—Tt OWNER IS RESP E S_ E -FOR DETERMHNING LOCATIONS OF PROPERTY UNES AND 1 11AE T8 AND MIN—.,AetEjjais=REG�LHRED I SETBACKS FROM, PROPERTY € INE8 AND EASEMENTS. A 8 "� ktabs Y MAY BE R ECS €6Rrn D IF }0 E?ERzI`++jiNE0 NECESSARY BY THE Bj--jdd-Df¢"v8 I � y Names 0, ,yP-� Address 1-.) i I X -St 1 P,, -er5o , X -St 2 - Home X 16 77 a L AN OUTDOOR SWIMMING POpL SHALL BE - PROVIDED WITH DROWNING PREVENTION SAFETY FEATURES THAT COMPLY WITH CALIFORNIA HEALTH AND SAFETY CODE SECTION 1 T 51320-1 1 5922. THESE FEATURES SHALL BE INSTALLED, INSPECTED AND APPROVED ERING OR VC _ D PRIOR TO PLAST I 1- I ILLING WITH WATER. - �t�Elit1i3t4tlIt1llfle°� l• , 19' I 0 l Lcl!n 3-� GULF COAST - GC 19,600 gal. approx. Ir v ISLAND BREEZE II- N 20,000 gal. approx. 40' -y CARIBBEAN - MR ..22,000 gal. approx. �39 r R SANTA CRUZ - SL JJ 6,500 gal. approx. �33' 4, LAKE SHORE - CD 14,000 gal. approx. 25' 'l' T-7 FREEPORT-FP 6,000 gal. approx. 15 I i OAHU - MLL 2,200 gal. approx. �38' ]' RIO - BPD 22,000 gal. approx. �36' T' I MEDITERRANEAN - BP 17,000 gal. approx. �35 GULF SHORES - OS 15,000 gal. approx. TV l ST. THOMAS - L 13,700 gal. approx. 28' 1- v MONTEREY - MK 10,000 gal. approx. 2� I I BAJA - SFF 7,500 gal. approx. m1i TROPICANA - MP 2,500 gal. approx. I.---------40• i OCEAN BREEZE - OB 18,900 gal. approx. I '\ 3•.6. CANCUN -CC 15,000 gal approx. 35 3_] � MONTEGO - MT 14,000 gal. approx. so - TRITON r- - j� 3] - TN 13 5009 al . approx. 31' �_, CD CHESAPEAKE -CP 5 10,500 gal. approx. Itri _5. DELRAY - B 8,100 gal. approx. 1 BAHAMAS -MFF 2,100 gal. approx. I l POSEIDON - PS 23,000 gal. approx. 34 L F- LJ SEA BREEZE - K 16,000 gal. approx. -----30 LAGUNA DELUXE - LGX 9,000 gal. approx. 30' jtII�II -'-�4 3-7 ROCKPORT-RP 12,800 gal. approx. 6 KEY WEST - BFF 9,000 gal. approx. 24' 77 '3'-6•x. SUN COAST -BKD 6,000 gal. approx. 15' ATLANTIS - LBBST 2,500 Gal. Approx. General The swimming pools and spas consist of one-piece fiberglass construction shop -formed over a mold. The material is fiberglass reinforced plastic (FRP), a minimum of 1/4 inch (6.4 mm) V*k*11 Pod-,lkl&N thick, composed of isophtalic resin, vinyl ester resin, and fiberglass. The surface finish is a neo pentyl glycol gel coat. Viking Pools produces various styles of swimming pools and spas. When P 0 0 L CODE SIRE DEFTI13 "A Lff1, APPiigt p,11�ia �F 'c•la � L� ?��=�t1 S Tar=� 9 ` "" V " "� �i Ott,'-(�'.T'' "�,''�'y'�'.� 4 ,500 LD85f 1t 18 "A�,tlantl3 7111,112510T k K - 1 3 ` aq'�' -' s lT 77 `�! ..' n,779'lm .`_�_'' .� ',''' ?`ui§ Gr:= 5u ,C�i Ba a11`"14',24' 31.8"151,011 9,044 agr°4 1 = D, u' f 111° `` -10%vw, 9erat uda AL 12',26 3' 0 5 & 7 040 LqS It 4.I 4 i� isle o I,I , G Grt1 mil ' 2 Bai;4 r 2 . Cancun 16',35" :02141=61112E= 'i iP I.. 1 ___655 3'6 0'•6 15 444 Gartabaau Delux 61 RX 116'x,44 4 6"_ 20y,na04 S4.Ln..�1'-^".,.m � i�'�d � E - Il_ � ,t IL".rt�F , ��rj-i." ry6 ."�,.��Iii IJ k .r. l;in11 II EE � alt 0It83a aak, 0P _ 12',31' A'k 3 1t 5 10 v00 r u� ` e r, it ` o 4'e W 8 100 DeIra' 1i 14 d0`5 ".1 ` 8 - I indicated in Figures 1 though 4: Free art FP 12 25 1 3'7 -5 6,040 ni 1f ma's FIBERGLASS POOL SHELL.- 1. Cantilevered concrete decks are constructed as noted in Figure 1 in all cases. = .. _.._-.: 2. Cantilevered decks are constructed with brick or stone as noted Figure 2 in all cases. GuIf3Ifaraa GS 15.7",34°'8"- 3`•7`,5'•14' - 15.404 �a n6'Irda� , Ali 'I@i` ��f 6' O,i� � .1�'• ` u'O.' I ,�? s0.4�,' Ke 16a3t a F F 12`120 1.71 3 7 .6 1 4444 �- rr = 1 r i E,� 1 4v . u3 3 fm wx �. .II� �� .9 3 61� �:. .14 Lay alta Deluxe L 6 X 141,34' "'0. 4 a' _9 044 Efaul M T K 9.3" 16 3 4",4 2,300 R-1 d T$' r_"i`aNi i'.: T ' I IP r r SIc 3Tf1 01� 6 GI O ta! v N T 11' 36' p ( 1 _a Lf t °rr w `, hI- t L 4 i 4 m,•, 7 %t l 1 3' 7 5"•7" 7 w,, 12.440 1 OG I14 , gain itLL a`5 1 51-101 4` 2,200 4'a a li r 01 'a,a " ttm' l " r °' T a' .•: t8 0 Panama DL 1110 35't45 4 6& 11arie 3 *il AM, o u!� PI t(. rl' is , t _�- _MVT RIO OPt1 15`•8 39 3 7 8 20.004 _ r Y stlII Santa 4ariara RS 14' 34 7 a ad 3 6 6 =a =',..a0t4 r i.° 104, 1�� 12 504 tT_t '.baa I;SL 7 4"TO SLO Sea areeaa K E4 6 33 9 3 5 31=2 161444 S L Itu t -1 4'tti s1 . " ,'; ----- --- --- --7!/7-1= installed in accordance to Viking Pools installation procedures, the pools and spas comply with applicable requirements of the following codes: 2006 International Building Code® (IBC) 1997 Uniform Building Code UBC BOCA® National Building Code/2003 (BNBC) BUTTE 2006 International Plumbing Code® (IPC) COUNT' 2006 IAPirlO Uniform Plumbing Code (IPC)* 2003 ANSI/NSPI-5 Residential Inground Swimming Pools SEP 17 2008 1999 ANSI/NSPI-3 Spa 2007 California Building Code DE, VELOP NT 2007 California Plumbing Code S� RVIC-les 2007 California Mechanical Code 2007 California Electrical Code 2007 California Fire Code 2007 California Energy Code The overall pool dimensions, depths and capacities are shown in Table 1. The units comply with ANSI/NSPI-5, specified in Section AG103.1 of the IRC, and IAMPO IGC -2000', specified in the UPC. Models described in Tablet can be placed up to 19-1/2 inches (49.5mm) above ground. These pools and spas may be placed with or without concrete or wood decking. Unless elevated portions of the units are protected from sunlight by soil berms, decking, etc., these portions must be coated with a UV -inhibiting opaque paint that is compatible with the laminate. I All plumbing Trust comply with the IPC or UPC. Electrical work must comply with the code in effect at the construction site. The pool and spa must remain full of water at all times. A permanent sign, bearing the following statement, must be attached to the pumping equipment: Notice -The pool or spa is designed to remain full of water at all times: The pool shell may be damaged if the water level is allowed to drop below the skimmer. When appreciable draw -down is noticed or if it becomes necessary to drain the pool or spa, contact Viking Pools or its dealers for instructions. A permanent label must be installed adjacent to the above sign indicating the Viking Pools dealer's name, address and telephone number. Installation Procedure: Viking pools and spas may be installed without a soil investigation by a registered design , professional (RD P), subject to the building official's approval, provided none of the following conditions are encounteredat the site: 1. The existence of uncontrollable groundwater within the depth of the pool or spa excavation. 2. The existence of an uncompacted fill in contact with any portion of the pool or spa. 3. The existence of expansive or adobe -type soils. TABLE 2- PUULzr-%) 4. The existence of any soil types with an angle of repose that will not support the walls of mm4ESR4UIt41KiitliT14 theexcavationatdesiredslopes.> f 1 R1! S 9z f I4 S FIi3. 1 5. Danger to adjacent structures posed by proposed pool or spa location. TYPICAL CANTILEVER CONCRETE DECK 6. The existence of any cracks or openings in soil that Would not confine sand bedding. • _ a If an of the conditions above is encountered, excavation must cease immediately. The 1 "IRE MESHOR xx 3' MIN, - specified conditions at the site must then be reviewed and recommendations made by the RDP. ..........»»........... 1'.m..».....� ....».»«.....:,....»,...._ :,,..�.n..,:,...,..,®.,. : REBAR NO. 3, ON 2' O.C. T EACH WAY. The building official must approve the RDP's report before work is completed. .....FOR CLAY (ADOBE) 4 W^ m wm^N SLOPED l SOIL ONLY. The pool or spa excavation profile must coincide with the contours of the pool. The over 9 � L LUST _ T- �- :. _ s excavation is minimum 6 (152r -nm) on the sides and ends. The over excavation at the pool 12" 1- 10' bottom is minimum 4 (102mm). The backfill for the pool or spa bottom is alayer of 3 -inch thick (76rnm) bedding sand matching the pool or spa profile, This sand layer is compacted using a 1=III=11 manual tamper and water. The pool or spa is then set into place using a crane, excavator or 12, I 1 ` swimming poo sus CEC 650.2, - -, B O N D I N C =_III 111-I 1- 1: Location: Swimming pool and spa walls shall maintain distances from property lines I1=111 =1I FOR CLAY required in Section 421.4 of the BNBC. SHALL BE INSTALLED AS DESCRIBED BY j1 1/4"GALVANIZED (ADOBE) 2. Construction: Requirements in Section 421.5 of the BNBC, concerning slopes, cleaning THIS CODE-- FIXED INIETAL PARTS WITHIN S CHAIN SOIL ONLY. 3" 3" THICK COMPACTED S devices, walkways, steps and ladders, must be observed. - . FEET OF THE INSIDE WALL OF POOL SHALL SAND (TYPICAL) 3. Water Supply: The water supply and drainage must comply with Section 421.6 of the a. -20' _5 c-. anni nc_ TO nn nn n. Ni PSni,_...: I GR!I GRAVEL COMAACTED _ ��, �,_� ,.., R-'rJ.N. 34 PtG- I RAVEL FOR CLAY .BNBC. GRID .,(ADOBE) SOIL ONLY. 4. Barriers:. Barriers for privateswimming pools must comply with requirements. In Section y. I -_ SAND 421.10 of the BNBC. -- -L-- 6„ I� Poo�s E�� 5. Diving Boards: Diving board distances and water depths must comply with Section 421.11 10 OT the BNBC. COMPLY WITH 2001 "FOR NON CANTILEVER 5" DECKS REMOVE- STONE CLEARWATER SP Fn N1 I A OR BRICKS. Identification: a Viking pools and spas are identified by the following information imprinted on the top step of 4,000 gal. approx. ELECTRICAL CODE the pool or spa: manufacturer's name (Viking Pools) and address, pool or spa model 4 PT I r I 17il designation, a coded serial number and the evaluation report number (ESR -2014). FIG. 3 The units also bear the label of the quality control agency, Columbia Research & Testing TYPI(,AL BOND BEAM Corporation (AA -527). CONSTRUCTION �y ¢, / �-q PLANS �� � RICK. FILLED BLOCK 3' MIN Evidence ruU1in11tted: - N P P P O 31 F -r) I� O N SI -TE POURED GO �. $" Plans, fabrication and installation data, calculations. and a. quality control manual. T P M I -T SHALL L.1 BACKFILLED DIRT INSPECTIONS NS ' ECTI O N 5 � - Findings: s comply with the 2006 FOR " /jam /\ 6'x6°-w14x WIA That the Fiberglass One-piece Swimming Pools and Spa L MAxIMum WIRE MESH OR International Building Code® (IBC), the 1997 Uniform Building Code (UBC), the 2003 Standing 24" REEB,HRNNO. 3,ON2'O.0 Building Code©, The BOCA@ National Building Code/2003 (BNBC), the 2006' International -I ( - NSI/NSPI 5 FOR CLAY (ADOBE) Plumbing Code®, and the 2006 IAPMO Uniform Plumbing Code, 2003 A SOIL ONLY. Residential Inground Swimming Pools, 1999 ANSI/NSPI-3 Spa, subject to the following THE: 2007 OBC, CMC, CPC, -t conditions: 6 r ti .hY' L r 12 tion and pool/spa a installation comply with this report and the - CALIFORNIA - 1. The construe P P �,,-�` CE:S AND �SBSB� - =1 t - ` ENERGY STANDARDS lasI- -hill=lJilll ITII_I�- manufacturer's instructions. T . I 01GTI O N I' 3"THICKCOMPACTED 2. Electrical and plumbing installation comply with the respective codes in effect at the AN1Ek�lt�EiJ BY THE II RI'S SAND.(TYPICAL) construction site. '. h -..-. --.- APPLY TO THIS PRn�a Er;T. IIS SAND 4" MIN. THICK COMPACTED 3. The pools and spas are Installed by trained dealers, agents or customers approved. by GRAVEL FOR CLAY (ADOBE) SOIL ONLY. Viking Pools, Inc., Viking Pools Central, or Viking Pools Northeast. FIBERGLASS 4. Clearances from slopes are observed as set forth in Section 1£306.5.4 or the UBC, POOL SHELL Section 1805.3.3 of the IBC or Sections 421.4 and 421.5 of the BNBC. 6„ I` 5. The pools and spas produced by Viking Pools North east, Inc. 176 Viking Drive - - - -- -- Industrial Park, Jane Lew, West Virginia; Viking Pools Central, Inc., 10600 N OTE: West Interstate 20 East, Midland, Texas; and Viking FIG.4 Pools, Inc., 121 Crawford Road, Williams, Consulting Engineering g TYPICAL ABOVE GROUND INSTALLATION California, are manufactured under a Columbia Research & Testing S W I M M I N C; POOL quality control program with inspections CA 95492 T b Columbia Research 1010 Starr ��. � �Ir1C150f' PEG3LHIREMENTS 1 Y r REVIEWED Phone / Fax 7�J7-83�-16� - -2s' MAXIMUM VIEW? t.,i- i .._--�EiJ �i1C� ������ i��s1rov T inn Labe l 19 1/2„ OPTIONAL i I_II _I- -7IPOOL �/� APPROX.6 - BUILDING g - MOUND RT -III WOOD DEC �dIL9. ��,V' f O EOIIIPDTENTIAL BONDING C3PID III-IIIR SHALL BE INSTALLED AS DESCRIBED BY 1111. . PERMIT#,96- THIS CODE -THE EQUIPOTENTAIL BONDING q„ CJ' ti r1 _m N 3'-6" r_otri cone . rv'rrnln .. nl rlev anvrr� ,nen. r. n. r_ -I .w4 a..Y o�w' N'7 Lu r % �,1J rn N BERMUDA -AL SURFACES SFT HORIZONTALLY BEYOND THE - 7,000 gal. approx. 6" �- I 1 ,� v 1 t, 1 Length, width and depth may vary up l0 3%q -all _. � a dimensions are to outside edge of coping, Treasured .. - - - '•4t.` from parallel lines.1 0 fi rIL1 r- - 1 1AP 0II, v v GALVANIZED CLAY manually and be within 1 inch (25rnm) of level. Simultaneous waterfill and sand backfill FOR CrrIAiN (ADOBE) operations then commencer The sand is compacted with a tamper and water. The installer - 3"T:HICKCOMPACTED SOIL ONLY. must that the backfill level and water level are approximately the same throughout this SAND (TYPICAL) ensure I---. - 4 IAN. THICK COMPACTED GRAVEL FOR CLAY -procedure. - After of the backfill and plumbing, the decking is placed. Decks are prepared as i (AnOBE)SOIL ONLY. completion SAND indicated in Figures 1 though 4: 6' I~ FIBERGLASS POOL SHELL.- 1. Cantilevered concrete decks are constructed as noted in Figure 1 in all cases. = .. _.._-.: 2. Cantilevered decks are constructed with brick or stone as noted Figure 2 in all cases. 101. _ 3. Raised bond beams are constructed as noted in Figure 3 in all cases. -_ 4. Aboveground installations are constructed as noted in Figure 4 in all cases. i FIG. 2 Group RDI 'vision 3 remises of UBC G ` d where pools are on P . Barriers are require p p CONCRETE DECK with Appendix Chapter 4 comply wit Tiers must p �. The bar PP Group R Occupancies. ancien P Y OCCLIpanCIBS Of IBC G p P FIJI - FJI BRICK OR NATURAL STONE DECK WITH BF�ICK OR STONE s°xs"-wl.axwl.4 Division 1, of the UBC or Section 3109.4 of the IBC .12,000 gal. approx. T MIN. WIRE MESH OR REBAR NO. 3, ON 2'0.C. EACH WAY. BOCAOO National Building Code/2003 (BNBC): SLO ED 114"=1 -9' - FOR CLAY (ADOBE)o ONLY Viking pools and spas may be used as public swimming pools or private swimming pools, in - ----- --- --- --7!/7-1= _ I SOIL 6 connection with Group R-3 Occupancies only. In addition to other requirements in this report, I ed under the BNBC must satis v the following items: 12, I 1 ` swimming poo sus CEC 650.2, - -, B O N D I N C =_III 111-I 1- 1: Location: Swimming pool and spa walls shall maintain distances from property lines I1=111 =1I FOR CLAY required in Section 421.4 of the BNBC. SHALL BE INSTALLED AS DESCRIBED BY j1 1/4"GALVANIZED (ADOBE) 2. Construction: Requirements in Section 421.5 of the BNBC, concerning slopes, cleaning THIS CODE-- FIXED INIETAL PARTS WITHIN S CHAIN SOIL ONLY. 3" 3" THICK COMPACTED S devices, walkways, steps and ladders, must be observed. - . FEET OF THE INSIDE WALL OF POOL SHALL SAND (TYPICAL) 3. Water Supply: The water supply and drainage must comply with Section 421.6 of the a. -20' _5 c-. anni nc_ TO nn nn n. Ni PSni,_...: I GR!I GRAVEL COMAACTED _ ��, �,_� ,.., R-'rJ.N. 34 PtG- I RAVEL FOR CLAY .BNBC. GRID .,(ADOBE) SOIL ONLY. 4. Barriers:. Barriers for privateswimming pools must comply with requirements. In Section y. I -_ SAND 421.10 of the BNBC. -- -L-- 6„ I� Poo�s E�� 5. Diving Boards: Diving board distances and water depths must comply with Section 421.11 10 OT the BNBC. COMPLY WITH 2001 "FOR NON CANTILEVER 5" DECKS REMOVE- STONE CLEARWATER SP Fn N1 I A OR BRICKS. Identification: a Viking pools and spas are identified by the following information imprinted on the top step of 4,000 gal. approx. ELECTRICAL CODE the pool or spa: manufacturer's name (Viking Pools) and address, pool or spa model 4 PT I r I 17il designation, a coded serial number and the evaluation report number (ESR -2014). FIG. 3 The units also bear the label of the quality control agency, Columbia Research & Testing TYPI(,AL BOND BEAM Corporation (AA -527). CONSTRUCTION �y ¢, / �-q PLANS �� � RICK. FILLED BLOCK 3' MIN Evidence ruU1in11tted: - N P P P O 31 F -r) I� O N SI -TE POURED GO �. $" Plans, fabrication and installation data, calculations. and a. quality control manual. T P M I -T SHALL L.1 BACKFILLED DIRT INSPECTIONS NS ' ECTI O N 5 � - Findings: s comply with the 2006 FOR " /jam /\ 6'x6°-w14x WIA That the Fiberglass One-piece Swimming Pools and Spa L MAxIMum WIRE MESH OR International Building Code® (IBC), the 1997 Uniform Building Code (UBC), the 2003 Standing 24" REEB,HRNNO. 3,ON2'O.0 Building Code©, The BOCA@ National Building Code/2003 (BNBC), the 2006' International -I ( - NSI/NSPI 5 FOR CLAY (ADOBE) Plumbing Code®, and the 2006 IAPMO Uniform Plumbing Code, 2003 A SOIL ONLY. Residential Inground Swimming Pools, 1999 ANSI/NSPI-3 Spa, subject to the following THE: 2007 OBC, CMC, CPC, -t conditions: 6 r ti .hY' L r 12 tion and pool/spa a installation comply with this report and the - CALIFORNIA - 1. The construe P P �,,-�` CE:S AND �SBSB� - =1 t - ` ENERGY STANDARDS lasI- -hill=lJilll ITII_I�- manufacturer's instructions. T . I 01GTI O N I' 3"THICKCOMPACTED 2. Electrical and plumbing installation comply with the respective codes in effect at the AN1Ek�lt�EiJ BY THE II RI'S SAND.(TYPICAL) construction site. '. h -..-. --.- APPLY TO THIS PRn�a Er;T. IIS SAND 4" MIN. THICK COMPACTED 3. The pools and spas are Installed by trained dealers, agents or customers approved. by GRAVEL FOR CLAY (ADOBE) SOIL ONLY. Viking Pools, Inc., Viking Pools Central, or Viking Pools Northeast. FIBERGLASS 4. Clearances from slopes are observed as set forth in Section 1£306.5.4 or the UBC, POOL SHELL Section 1805.3.3 of the IBC or Sections 421.4 and 421.5 of the BNBC. 6„ I` 5. The pools and spas produced by Viking Pools North east, Inc. 176 Viking Drive - - - -- -- Industrial Park, Jane Lew, West Virginia; Viking Pools Central, Inc., 10600 N OTE: West Interstate 20 East, Midland, Texas; and Viking FIG.4 Pools, Inc., 121 Crawford Road, Williams, Consulting Engineering g TYPICAL ABOVE GROUND INSTALLATION California, are manufactured under a Columbia Research & Testing S W I M M I N C; POOL quality control program with inspections CA 95492 T b Columbia Research 1010 Starr ��. � �Ir1C150f' PEG3LHIREMENTS 1 Y r REVIEWED Phone / Fax 7�J7-83�-16� - -2s' MAXIMUM VIEW? t.,i- i .._--�EiJ �i1C� ������ i��s1rov T inn Labe l 19 1/2„ OPTIONAL i I_II _I- -7IPOOL �/� APPROX.6 - BUILDING g - MOUND RT -III WOOD DEC �dIL9. ��,V' f O EOIIIPDTENTIAL BONDING C3PID III-IIIR SHALL BE INSTALLED AS DESCRIBED BY 1111. . PERMIT#,96- THIS CODE -THE EQUIPOTENTAIL BONDING q„ CJ' ti r1 _m N 3'-6" r_otri cone . rv'rrnln .. nl rlev anvrr� ,nen. r. n. r_ -I .w4 a..Y o�w' N'7 Lu r % �,1J rn N BERMUDA -AL SURFACES SFT HORIZONTALLY BEYOND THE - 7,000 gal. approx. 6" �- I 1 ,� v 1 t, 1 Length, width and depth may vary up l0 3%q -all _. � a dimensions are to outside edge of coping, Treasured .. - - - '•4t.` from parallel lines.1 0 fi rIL1 r- - 1 1AP 0II, v