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HomeMy WebLinkAbout039-080-095BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION (IVR)#:(530) 538-4365 OFFICE #:(530) 538-7601 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 2367 DAYTON RD Owner: Permit No: B09-0153 APN: 039-080-095 TEAGUE, MATTHEW B Issued Date: 02/24/2009 By TMP Permit type: MISCELLANEOUS 2367 DAYTON RD Subtype: Private Pool CHICO, CA 95928 Expiration Date: 02/24/2010 Description: INGROUND GUNITE POOL (530) 893-1350 Occupancy: Zoning: A-20 Contractor Applicant: Square Footage: TEAGUE, MATTHEW B TEAGUE, MATTHEW B Building Garage Remdl/Addn 2367 DAYTON RD 2367 DAYTON RD CHICO, CA 95928 CHICO, CA 95928 Other Porch/Patio Total (530) 893-1350 (530) 893-1350 FEE INFORMATION DBEH Building Review Fee $78.90 DBMSC Swim Pool -Master Plan Co $512.42 DP Planning Clearance for Perm $78.70 LICENSED CONTRACTOR'S DECLARATION Contractor (Name) State Contractors License No. / Glass / Expires TEAGUE, MATTHEW B OL:CRW_00371184 I I I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter (commendyggg with on 7000) of Division 3 of the Business and Professions Code, and my license is in full fotk� and eff t. Contractor's 02/24/2009 Date WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarat ons: ❑1 have and will maintain a certificate of consent to self -insure for workers' compensation, issued by the Director of Industrial Relations as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Policy No. ❑1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' Carrier. Policy Number: Exp. Date: I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in apy manner so as to become subject to the workers' compensation laws of CalYl mia, and agree that, if 1 should become subject to the workers' compen"tion provisions o Section 3700 of the Labor Code, I shall forthwith comply with 02/24/2009 signature -%J Date WARNING: FAILU TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, 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, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEYS FEES. -CONSTRUCTION LENDING AGENCY DECLARATION .. I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Section 3097, Civil Code). Lender's Name and Address Lender's Name & Address City . State Zip I otal charged: $670.02 Fees Paid: $670.02 Balance Due: $0.00 Receipt No: B9673 OWNER / BUILDER DECLARATION' I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the reason(s) indicated below by the checkmark(s) I have placed next to the applicable items) (Section 7031.5, Business and Professions Code: Any city or county that requires apermit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors' State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt from licensure and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): j I, as owner of the property, or my employees with wages as their sole compensation, will do U all of or (_) portions of the work, and the structure is not intended or offered for sale (Section 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who, through employees' or personal effort, builds or improves the property, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the Owner -Builder will have the burden of proving that it was not built or improved for the purpose of sale.). I, as owner of the property, am exclusively contracting with licensed Contractors to construct the project (Section 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a licensed Contractor pursuant to the Contractors' State License Law.). I am exempylrpm licensure under the Contractors' State License Law for the reason - 02/24/2009 APPLICANT DEC By my signature below, I certify to each of the following: I am U a California licensed contractor or U the property owner' or U authorized to act on the property owner's behalf**. I have read this construction permit application and the information I have provided is correct. I agree to comply with all applicable city and county ordinances and state laws relating to building construction. I authorize representatives of this city or county to enter the above -identified property for inspection purposes. California Licensed Contractor, Property Owner' or Authorized vE 02/24/2009 FILE COPY A) BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION" OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 oho A FEE WILL BE REQUIRED AT TIME OF APPLICATION C .� Website: www.buttecounty.net/dds OV N� PLEASE PRINT CLEARLY "When filed, this application and all supporting material becomes subject to the California Public Records Act. All related to this application is subject to public inspection and will be posted on the County's website for electronic access. OWNER INFORMATION Last Nam a�� J Uc First Name Mailing Address X367 DA--(T&-,J ?—D City CNtCL,) State, '417 1 Zip RSgi2e Phone 3 _ (3 sO Fax E-mail �0. � (� G1�0. f t � ✓l.2 11 GR0- I-1. t �.. c o 11 CONTRACTOR Name Address City State Zip Phone Fax E-mail Lic. # Class APPLICANT INFORMATION ARCHITECT/ENGINEER Name OL w SntG. _ '1��LPCA _ Address Zip � City Fax State Zip Phone Fax E-mail State License Number APPLICANT INFORMATION Name C-) ►�,� L Address kQC � � °'USTI Np City ANA RC4 AA l� State Zip � Phone-11,})b`3fl l� Fax E-mail APP ICANT SIGNATURE cz— PERMIT NO. 1 C �S3 BIN # PROJECT LOCATION AP# OM_ 080 —095 - Property pqSProperty Address Q 7 ! _ _ 4d City c (w 9 g7 -q2,8 WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: Swims �N OO I, Scl FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): For office uie only: Zoning Flood Zone SRA Yes No Occ. Ty e C n . Butte County Department of Public `'Yorks J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 95965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B09-0153 Date: 02/04/2009 Location: 2367 DAYTON RD Parcel Number: 039-080-095 Owner Name: TEAGUE, MATTHEW B Description: INGROUND GUNITE POOL By: KEJ Sub Type: Private Pool Phone: (530) 893-1350 By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccirate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. Signed Title: FILE Date: 02/04/2009 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 regulator., entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: • Make sure your application is complete. • Be responsive to requestE 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 corimletion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY" Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications, if the permit has not issued, but not after 180 days from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codes/butteco/ **When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Reference Number: B09-0153 Date: 02/04/2009 Location: 2367 DAYTON RD Parcel Number: 039-080-095 Owner Name: TEAGUE, MATTHEW B Phone: (530) 893-1350 Description: INGROUND GUNITE,A OL 41 Signature of Applicant: Date: 02/04/2009 FILE 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 IMPORTANT! NOTICE TO PROPERTY OWNER Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified at 2367 DAYTON RD, CHICO. We are providing you with an Owner -Builder Acknowledgment and Information Verification Form to make you aware of your responsibilities and possible risk you may incur by having this permit issued in your name as the Owner -Builder. We will not issue a building permit until you have read, initialed your understanding of each provision, signed, and returned this form to us at our official address indicated. An agent of the owner cannot execute this notice unless you, the property owner, obtain the prior approval of the permitting authority. OWNER'S ACKNOWLEDGMENT AND VERIFICATION OF INFORMATION DIRECTIONS: Read and initial each statement be!ow to signify you understand or verify this information. Af1. I understand a frequent practice of unlicersed persons is to have the property owner obtain an "Owner -Builder" building permit that erroneously implies that the property owner is providing his or her own labor and material personally. I, as an Owner -Builder, may be held liable and subject to serious financial risk for any injuries sustained by an unlicensed person and his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an Owner -Builder and am aware of the limits of my insurance coverage for injuries to workers on my property. wll 2. I understand building permits are not required to be signed by property owners unless they are responsible for the construction and are not hiring a licensed Contractor to assume this responsibility. M( 3. 1 understand as an "Owner -Builder" I am the responsible party of record on the permit. I understand that I may protect myself from potential financial risk by hiring a licensed Contractor and having the permit filed in his or her name instead of my own. _4&,]_4. 1 understand Contractors are required by law to be licensed and bonded in California and to list their license numbers on permits and contracts. lh% 5. I understand if I employ or otherwise engage any persons, other than California licensed Contractors, and the total value of my construction is at least five hundred dollars ($500), including labor and materials, I may be considered an "employer' under state and federal law. Fr6. I understand if I am considered an "employer' under state and federal law, I must register with the state and federal government, withhold payroll taxes, provide workers' compensation disability insurance, and contribute to unemployment compensation for each "employee." I also understand my failure to abide by these laws may subject me to serious financial risk. lke('7. I understand under California Contractors' State License Law, an Owner -Builder who builds single-family residential structures cannot legally build them with the intent :o offer them for sale, unless all work is performed by licensed subcontractors and the number of structures does not exceed four within any calendar year, or all of the work is performed under contract with a licensed general building Contractor. K^f( 8. I understand as an Owner -Builder if I sell the property for which this permit is issued, I may be held liable for any financial or personal injuries sustained by any s.ibsequent owner(s) that result from any latent construction defects in the workmanship or materials. 1M1 9. 1 understand I may obtain more information regarding my obligations as an "employer' from the Internal Revenue Service, the United States Small Business Administration, the California Department of Benefit Payments, and the California Division of Industrial Accidents. I also understand I may contact the California Contractors' State License Board (CSLB) at 1-800-321-CSLB (2752) or www.cslb.ca.gov for more information about licensed contractors. h�10. 1 am aware of and consent to an Owner -Builder building permit applied for in my name, and understand that I am the party legally and financially responsible for proposed construction activity at the following address: 1. 1 agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirements that govern Owner -Builders as well as employers. kw""' 12. 1 agree to notify the issuer of this form immediately of any additions, deletions, or changes to any of the information I have provided on this form. Licensed contractors are regulated by laws designed to protect the public. If you contract with someone who does not have a license, the Contractors' State License Board may be unable to assist you with any financial loss you may sustain as a result of a complaint. Your only remedy against unlicensed Contractors may be in civil court. It is also important for you to understand that if an unlicensed Contractor or employee of that individual or firm is injured while working on your property, you may be held liable for damages. If you obtain a permit as Owner -Builder and wish to hire Contractors, you will be responsible for verifying whether or not those Contractors are properly licensed and the status of their workers' compensation insurance coverage. Before a building permit can be issued, this form must be completed and signed by the property owner and returned to the agency responsible for issuing the permit. Note: A copy of the property owner's driver's license, form notarization, or other verification acceptable to the agency is required to be presented when the permit is issued to verify the property owner's signature. Description: INGROUND GUNITE POOL Reference Number: B09-0153 Applicant Name: TEAGUE, MATT B Owner's Name: TEAGUE, T E . B AP # : 039-080- 95 Signature of Property Owner. Date: Z 0 Note: The following Authorization Form is required to be completed by the property owner only when designating an agent of the property owner to apply for a construction permit for the Owner -Builder. AUTHORIZATION OF AGENT TO ACT ON PROPERTY OWNER'S BEHALF Excluding the Notice to Property Owner, the execution of which I understand is my personal responsibility, I hereby authorize the following person(s) to act as my agent(s) .to apply for, sign, and file the documents necessary to obtain an Owner -Builder Permit for my project. Scope of Construction Project (or Description of Work): Project Location or Address: Name of Authorized Agent: Tel No Address of Authorized Agent: I declare under penalty of perjury that I am the property owner for the address listed above and I personally filled out the above information and certify its accuracy. Note: A copy of the owner's driver's license, form notarization, or other verification acceptable to the agency is required to be presented when the permit is issued to verify the property owner's signature. Property Owner's Signature: Date: off` trFo Butte County Department of Development Services/ Building Division 7 County Center Drive Oroville CA 95965 • 5.30 538-7541 Telephone • 5.30 538-2140 Fax www.buttecounty.net/dds d ocOuN�-�� - ;''www.buttegeneralplan net 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 eithera 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 all doors leading into the enclosure. *Enclosures • Minimum height of 60 inches Access gates shall open away from pool and have self-closing, self -latching 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 Y2 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 225 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 rive years of age to the water. • Shall be properly 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 F1346-91, 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 4108) Butte County Department of Development Seivices TIM SNELLINGS, DIRECTOR ( PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile SWIMMING POOLS AND EQUIPOTENTIAL BONDING BASED UPON 2007 CEC SECTION 680.26 What is Equipotential Bonding for swimming pools? Establishing an electrically safe environment in and around permanently installed swimming pools requires the creation of an equipotential grid. The sole purpose of an equipotential 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 ofthe 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, ladders, metal drains and diving boards. • Metal casings of electrical equipment, all metal parts of any electrical equipment associated with 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 may not provide a complete equipotential plane. For this reason, Section 680.26 (C) of the 2007 CEC requires connecting the metal parts to a 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 AWG 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 equipotential 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. k1w:draft:28May08 C .O - co O 7 T. /S �J pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 STRUCTURAL CALCULATIONS FOR STANDARD POOL STRUCTURAL PLAN Engi Se Q6l®fE lo4y ie 00� � cyF �yc 67 5 :0 X - -09 �Ivt �Q rq� OF CA ese calc lations are valid only when a compan ing (2) copies of the Pool Enginee ' g, In . Standard Pool Structural Plan with origin w t seal and signature in red ink. ►309- 153 U BUILDING DIASION — PPROVED / /A PREPARED IN ACCORDANCE WITH THE 2007 CALIFORNIA BUILDING CODE (2006 INTERNATIONAL BUILDING CODE) CONCRETE f, = 2500psi REINFORCING fy = 40000psi (Grade 40) W:\Details\Release\Calcs 2007\100NC CBC2007 [v1.23].pdf 09/15/2008 11:15:39 AM © Pool Engineering, Inc. 2008, Page 1 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 inc. Fax: (714) 630-6114 Phone: (714) 630-6100 SWIMMING POOL CALCULATIONS NOTATION specific compressive strength of concrete (psi) weight of concrete (pcf) fca„ = 0.45fe : allowable extreme fiber stress in compression for concrete (psi) ACI 318-99 Section A.3.1 (a) uc = 1.1 f� : permissible shear stress carried by concrete (psi) ACI 318-99 Section A.3.1 (b E, = 57000jc' : modulus of elasticity of concrete (psi) ACI 318-99 Section 8.5.11 fy = 40000 : specified yield strength of reinforcement (psi) fsa,, = 20000 [GRADE 40, 501, 24000 [GRADE 60] : permissible tensile strength inreinf. (psi) ACI 318-99 Section A.3.21 Es= 29000000 : modulus of elasticity of reinforcement (psi) ACI 318-99 Section 8.5.21 Ys : equivalent fluid pressure of soil (pcf) n = Es : modular ratio of elasticity c b : width of compression face of member (in) cover : 3 in. minimum for Concrete cast against and permanently exposed to earth. ACI 318-99 Section 7.7.1(a)1 SEE CALCULATION METHODOLOGY: STANDARD PLAN H : total height of pool wall including bond beam (ft) RBB : distance from top of bond beam to surface of water (ft.) R : Radius of pool wall curvature (ft) t : thickness of pool wall at particular height (in) d = t - cover - (Ds/2) : distance from extreme compression fiber to centroid of tension reinforcement (in) H, : top depth of particular section (ft) H2 : bottom depth of particular section (ft) 1 OTMso,L = 6 ys H2 : over -turning moment (ft -lbs) Vsoa = 2 yS Hz : shear (lbs) MR : Moment Resisting (ft -lbs) MT = OTMsoiL + MR : Net Moment (ft -lbs) VT = VsoiL : Net Shear (Ibs) w As : area of nonprestressed tension reinforcement (in2) Ds : Diameter of reinforcement (in) A. e t P bd ratio of tension reinforcement k= (Pn)2+2pn—Pn ,_1-3 fs = A 'd : average stress in the steel (psi) sl fc = kbd2 : maximum compressive stress at the top of the compressive zone (psi) u = VT : design shear stress (psi) bd 1Per ACI 318-05 Section R1.1, The Alternate Design Method of the 1999 Code may be used in place of the applicable sections of the 2005 code. W:\Details\Release\Calcs 2007\100NC CBC2007 [v1.23].pdf 09/15/2008 11:15:39 AM © Pool Engineering, Inc. 2008, Page 2 of 51 ■■■ pool ennengineering 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 STRUCTURAL CALCULATIONS POOL WALL GENERAL METHODOLOGY CALCULATIONS The following pages demonstrate the basic calculations which are summarized in the Pool Wall Summary Tables W:\Details\Release\Calcs 2007\100NC CBC2007 [v1.23].pdf 09/15/2008 11:15:39 AM © Pool Engineering, Inc. 2008, Page 3 of 51 HE a 0 0 vinn. - . - • Ron Lacher, R.C.E. 1201 N. Tustin Ave. Anaheim, California 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 W N m Q o �o m WATER LINE vERnCAL STEEL. HORIZONTAL STEEL. LOAD DIAGRAM DUE TO EARTH PRESSURE NET MOM = OTM SOIL — M R DETERMINE OTM AND V DUE TO YS OTMA= (1/2 Ys H2 )(H2 /3) = 1 /6 Ys H2 2 VA= 1/2 "YS H2 22 STANDARD POOL WALL CALCULATION METHODOLOGY 21 — A 22 23 -- 24 0 25 pool OwL - :in . 1201 N. Tustin Avenue Anaheim, CA 92807 Fax. (714) 630-6114 Phone: (714) 630-6100 RESISTING MOMENT METHODOLOGY OFFSETS EARTH PRESSURE MOMENTS LOAD DIAGRAM DUE TO EARTH PRESSURE W:\Details\Release\Calcs 2007\100NC CBC2007 [vl.23].pdf 09/15/2008 11:15:39 AM © Pool Engineering, Inc. 2008, Page 5 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Inc. Fax: (714) 630-6114 Phone: (714) 630-6100 SAMPLE CALCULATIONS SECTION 13, NO R.B.B. TABLE A - NON -EXPANSIVE SOIL Demonstrating methodology used to calculate results shown in summary tables. f� = 2500 psi COC = 150 pcf fca„ = 0.45fc' = 1125 psi FROM ACI 318-99 Section A.3.1 (a) u, = 1.1 f = 55.0 psi FROM ACI 318-99 Section A.3.1(b) E,,= 57000 f' = 2850000 psi FROM ACI 318-99 Section 8.5.1 fy = 40000 psi fsa„ = 20000 psi ES = 2.9E+07 psi 7S = 30 pcf n = ES/Ec = 10.18 b = 12 in cover = 3 in H = 8.5 ft Try wall thickness t = 6.0 in at a depth of HZ = 6.5 ft Try vertical steel = #3 @ 6" DS = 0.375 in As = 0.221 in` d = t - cover - (DS/2) = 2.81 in OTMsoiL = 1 YS H2 = 1373 ft -Ib MR = -647 ft -Ib MT = OTMsoiL + MR = 726 ft -Ib 1 z VT = VS01L = YS Hz = 634 lb 2 W:\Details\Release\Calcs 2007\100NC CBC2007 [v1.23].pdf FROM ACI 318-99 Section A.3.2 FROM ACI 318-99 Section 8.5.2 FROM ACI 318-99 Section 7.7.1(a) Overturning moment due to earth pressure Resisting moment due to weight of pool wall. SEE POOL WALL SUMMARY Shear due to earth pressure 09/15/2008 11:15:39 AM © Pool Engineering, Inc. 2008, Page 6 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Inc. Fax: (714) 630-6114 Phone: (714) 630-6100 SAMPLE CALCULATIONS (CONT.) SECTION 13, NO R.B.B. TABLE A - NON -EXPANSIVE SOIL Demonstrating methodology used to calculate results shown in summary tables. _ A P b d 0.007 k =V( -p --n7 + 2 pn - pn = 0.304 j=1-3 = 0.899 fs = A T = 15613.1 psi < 20000 psi OK Sl d fc = j k T 2 671.4 psi < 1125 psi OK v = YL = 18.8 psi < 55.0 psi OK W:\Details\Release\Calcs 2007\100NC CBC2007 [v1.23].pdf 09/15/2008 11:15:39 AM © Pool Engineering, Inc. 2008, Page 7 of 51 ■N■ pool eee engineeri. 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 STRUCTURAL CALCULATIONS POOL WALL SWIMMING POOL CALCULATIONS RESISTING MOMENT METHODOLOGY The following pages demonstrate the basic calculations which are summarized in the Resisting Moment Tables. W:\Details\Release\Calcs 2007\100NC CBC2007 [v1.23].pdf 09/15/2008 11:15:39 AM © Pool Engineering, Inc. 2008, Page 8 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 SAMPLE CALCULATIONS RESISTING MOMENT METHODOLOGY WALL LOADED BY EARTH PRESSURE RMA= Ml+M2+M3+N +My+Mu SECTION 13, NO R.B.B. TABLE A - NON -EXPANSIVE SOIL W:\Details\Release\Calcs 2007\100NC CBC2007 [v1.23].pdf 09/15/2008 11:15:39 AM © Pool Engineering, Inc. 2008, Page 9 of 51 A,= 0.500 ft2 W,= 75.00 Ib M,= -112.50 ft4b A2= 0.375 ft2 W:= 56.25 lb Ma= •78.12 ft -Ib A2= 0.250 112 Ws= 37.50 lb M,= 46.87 ft -Ib A.= 0.250 ft2 W.= 37.50 lb M.= 46.87 ft -Ib A,= 0.250 ft2 Ws= 37.50 Ib Ms= 46.87 ft4b A,= 0.250 ft2 W.=37.50 Ib M,= -46.87 ft -Ib A,= 0.250 ft2 W2=37.50 lb M,= •46.87 ft -Ib A,= 0.250 ft2 Ws= 37.56 lb M,= -46.65 ft -Ib A,= 0.253 (12 W,= 37.90 Ib M2= -44.60 ft -Ib A= 0.258 rye W:6=38.63 lb M,d= -42.35 ft -Ib An= 0.265 rye W„= 39.80 Ib M„= -37.66 ft -Ib A,r 0.276 ft2 Wiz= 41.46 lb M,r -30.58 ft -Ib A„= 0.289 ft2 W,2= 43.35 lb M,2= -19.99 ft -Ib RMA= Ml+M2+M3+N +My+Mu SECTION 13, NO R.B.B. TABLE A - NON -EXPANSIVE SOIL W:\Details\Release\Calcs 2007\100NC CBC2007 [v1.23].pdf 09/15/2008 11:15:39 AM © Pool Engineering, Inc. 2008, Page 9 of 51 ■■■ pool ennengineering 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 STRUCTURAL CALCULATIONS POOL WALL POOL WALL ANALYSIS SUMMARY TABLES The following pages demonstrate the basic calculations which are summarized in the Pool Wall Summary Tables W:\Details\Release\Calcs 2007\100NC CBC2007 [v1.23].pdf 09/15/2008 11:15:39 AM ©Pool Engineering, Inc. 2008, Page 10 of 51 ■�■ pool ennengineering 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 POOL WALL SUMMARY TABLE A - NON -EXPANSIVE SOIL Ysoa 30 pcf H 8.5 ft R88 0.0 ft R 5.0 ft Sec H1 ft. H2 ft. t in. d in. OTM ft -Ib SOIL MR MT ft -Ib ft -Ib V Ib Vertical Steel As in Ds in. p k ] fs psi SOIL fseii psi fc psi fcaii psi V psi Vail psi 1 0.0 0.5 12.0 8.81 1 -38 -37 4 #3 @ 12" 0.110 0.375 0.001 0.136 0.955 -476.1 20000.0 -7.3 1125.0 0.0 55.0 2 0.5 1.0 6.0 2.81 5 -59 -54 15 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 -2272.4 20000.0 -65.5 1125.0 0.4 55.0 3 1.0 1.5 6.0 2.81 17 -69 -52 34 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 -2168.0 20000.0 -62.5 1125.0 1.0 55.0 4 1.5 2.0 6.0 2.81 40 -78 -38 60.0 @ 12" 0.110 0.375 0.003 0.227 0.924 -1593.3 20000.01 46.0 1125.0 1.8 55.0 5 2.0 2.5 6.0 2.81 78 -88 -9 941#3 @ 12" 0.110 0.375 0.003 0.227 0.924 -391.8 20000.0 -11.3 1125.0 2.8 55.0 6 2.5 3.0 6.0 2.81 135 -97 38 135 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 1593.3 20000.0 46.0 1125.0 4.0 55.0 7 3.0 3.5 6.0 2.81 214 -106 108 184 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 4518.8 20000.0 130.3 1125.0 5.4 55.0 8 3.5 4.0 6.0 2.81 320 -124 196 240 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 8180.0 20000.0 235.9 1125.0 7.1 55.0 9 4.0 4.5 6.0 2.81 456 -162 294 304 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 12277.3 20000.0 354.1 1125.0 9.0 55.0 101 4.5 5.0 6.0 2.81 625 -225 400 375 #3 @ 6" 0.221 0.375 0.007 0.304 0.899 8589.2 20000.0 369.4 1125.0 11.1 55.0 11 5.0 5.5 6.0 2.81 832 -321 511 454 #3 @ 6" 0.221 0.375 0.007 0.304 0.899 10984.3 20000.0 472.4F5.O .4 55.0 12 5.5 6.0 6.0 2.81 1080 -457 623 540 #3 @ 6" 0.221 0.375 0.007 0.304 0.899 13390.0 20000.0 575.86.0 55.0 13 6.0 6.5 6.0 2.81 1373 -647 726 634 #3 @ 6" 0.221 0.375 0.007 0.304 0.899 15613.1 20000.0 671.48.8 55.0 14 6.5 7.0 6.0 2.81 1715 -911 804 735 #3 @ 6" 0.221 0.375 0.007 0.304 0.899 17279.3 20000.0 743.11.8 55.0 15 7.0 7.5 6.0 2.81 2109 -1290 820 844 #3 @ 6" 0.221 0.375 0.007 0.304 0.899 17616.7 20000.0 757.65.0 55.0 16 7.5 8.0 6.0 2.81 2560 -1882 678 960 #3 @ 6" 0.221 0.375 0.007 0.304 0.899 14580.1 20000.0 627.08.4 55.0 17 8.08.5 6.0 2.81 3071 -3733 -663 1084 #3 @ 6" 0.221 0.375 0.007 0.304 0.899 -14242.4 20000.0 -612.52.1 55.0 W:\Details\Release\Calcs 2007\100NC CBC2007 [v1.23].pdf 09/15/2008 11:15:39 AM @ Pool Engineering, Inc. 2008, Page 11 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 Inc. Phone: (714) 630-6100 RESISTING MOMENTS NO R.B.B. WALL LOADED BY EARTH PRESSURE TABLE A - NON-EXPANSIVE SOIL )SOIL 30 p H 8.5 ft RBB 0.0 ft R 5.0 ft Section 1 2 3 4 5 6 7 8 9 10 11 12 RM H2 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 Weight 75.00 56.25 37.50 37.50 37.50 37.50 37.50 37.56 37.90 38.63 39.80 41.46 1 0.5 75.0 0.50 37.50 -37.50 2 1.0 56.3 0.50 0.39 37.50 21.88 -59.38 3 1.5 37.5 0.50 0.39 0.25 37.50 21.88 9.38 -68.75 4 2.0 37.5 0.50 0.39 0.25 0.25 37.50 21.88 9.38 9.38 -78.13 5 2.5 37.5 0.50 0.39 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 -87.50 6 3.0 37.5 0.50 0.39 0.25 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 9.38 -96.88 7 3.5 37.5 0.50 0.39 0.25 0.25 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 9.38 9.38 -106.25 8 4.0 37.6 0.53 0.41 0.28 0.28 0.28 0.28 0.28 0.27 39.38 23.28 10.31 10.31 10.31 10.31 10.31 10.03 -124.27 9 4.5 37.9 0.60 0.49 0.35 0.35 0.35 0.35 0.35 0.34 0.28 45.08 27.56 13.16 13.16 13.16 13.16 13.16 12.88 10.52 -161.85 10 5.0 38.6 0.73 0.62 0.48 0.48 0.48 0.48 0.48 0.47 0.41 0.33 54.77 34.83 18.01 18.01 18.01 18.01 18.01 17.74 15.42 12.62 -225.44 11 5.5 39.8 0.92 0.81 0.67 0.67 0.67 0.67 0.67 0.66 0.59 0.51 0.36 68.81 45.36 25.03 25.03 25.03 25.03 25.03 24.77 22.51 19.85 14.47 -320.90 12 6.0 41.5 1.17 1.06 0.92 0.92 0.92 0.92 0.92 0.91 0.85 0.77 0.62 0.41 87.74 59.56 34.50 34.50 34.50 34.50 34.50 34.25 32.08 29.60 24.52 16.89... -457.11 13 6.5 43.3 1.50 1.39 1.25 1.25 1.25 1.25 1.25 1.24 1.18 1.10 0.95 0.74 112.50 78.12 46.87 46.87 46.87 46.87 46.87 46.65 44.60 42.35 37.66 30.58... -646.82 14 7.0 46.8 1.93 1.82 1.68 1.68 1.68 1.68 1.68 1.67 1.61 1.53 1.38 1.17 144.70 102.27 62.97 62.97 62.97 62.97 62.97 62.77 60.87 58.94 54.74 48.38 ... -911.19 15 7.5 52.4 2.50 2.39 2.25 2.25 2.25 2.25 2.25 2.24 2.18 2.10 1.95 1.74 187.50 134.37 84.37 84.37 84.37 84.37 84.37 84.20 82.50 80.98 77.46 72.04... -1289.87 16 8.0 62.7 3.32 3.21 3.07 3.07 3.07 3.07 3.07 3.06 3.00 2.92 2.77 2.56 249.04 180.53 115.15 115.15 115.15 115.15 115.15 115.02 113.60 112.68 110.12 106.07... -1881.75 17 8.5 205.2 5.50 5.39 5.25 5.25 5.25 5.25 5.25 5.24 5.18 5.10 4.95 4.74 412.50 303.13 196.88 196.88 196.88 196.88 196.88 196.87 196.21 196.88 196.87 196.44 ... -3733.17 W:\Details\Release\Calcs 2007\100NC CBC2007 [v1.23].pdf 09/15/2008 11:15:39 AM © Pool Engineering, Inc. 2008, Page 12 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 inc. Phone: (714) 630-6100 ;RESISTING MOMENTS cont. NO R.B.B. WALL LOADED BY EARTH PRESSURE TABLE A - NON -EXPANSIVE SOIL 7soiL 30 pcf H 8.5 ft RBB 0.0 ft R 5.0 ft Section --w- 13 14 15 16 17 RM H2 -► 6.5 7.0 7.5 8.0 8.5 1 + Weight 43.35 46.82 52.39 62.70 205.16 1 0.5 75.0 -37.50 2 1.0 56.3 -59.38 3 1.5 37.5 -68.75 4 2.0 37.5 -78.13 5 2.5 37.5 -87.50 6 3.0 37.5 -96.88 7 3.5 37.5 -106.25 8 4.0 37.6 -124.27 9 4.5 37.9 -161.85 10 5.0 38.6 -225.44 11 5.5 39.8 -320.90 12 6.0 41.5 -457.11 13 6.5 43.3 0.46 ... 19.99 -646.82 14 7.0 46.8 0.89 0.54 ... 38.60 25.05 -911.19 15 7.5 52.4 1.46 1.11 0.65 ... 63.34 51.77 33.81 -1289.87 16 8.0 62.7 2.28 1.93 1.47 0.85 ... 98.91 90.19 76.80 53.05 -1881.75 17 8.5 205.2 4.46 4.11 3.65. 3.03 1.38 ... 193.38 192.23 190.99 189.70 283.58 -3733.17 W:\Details\Release\Calcs 2007\100NC CBC2007 [v1.23].pdf 09/15/2008 11:15:39 AM © Pool Engineering, Inc. 2008, Page 13 of 51 LL%_1WH .... 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 POOL WALL SUMMARY NO R.B.B. TABLE B - EXPANSIVE SOIL YsoL 45 pcf H 8.5 ft RBB 0.0 ft R 5.0 ft Sec H1 ft. H2 ft. t in. d in. OTM ft -Ib SOIL MR MT I ft -Ib ft -Ib V Ib Vertical Steel As int Ds in. p k ] fs psi SOIL fSail psi fc psi fail psi v psi Vail psi 1 0.0 0.5 12.0 8.81 1 -38 -37 6 #3 @ 12" 0.110 0.375 0.001 0.136 0.955 -472.1 20000.0 -7.3 1125.0 0.1 55.0 2 0.5 1.0 6.0 2.81 8 -59 -52 23 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 -2168.0 20000.0 -62.5 1125.0 0.7 55.0 31 1.01 1.5 6.01 2.81 25 -69 -43 51 #3 @ 12" 0.1101 0.375 0.003 0.227 0.924 -1815.3 20000.0 -52.4 1125.0 1.5 55.0 4 1.5 2.0 6.0 2.81 60 -78 -18 901#3 @ 12" 0.1101 0.375 0.003 0.227 0.924 -757.5 20000.0 -21.8 1125.0 2.71 55.0 5 2.0 2.5 6.0 2.81 117 -88 30 141 #3 @ 12" 0.1101 0.375 0.003 0.227 0.924 1240.7 20000.0 35.8 1125.0 4.2 55.0 6 2.5 3.0 6.0 2.81 203 -97 106 203 #3 @ 12" 0.1101 0.375 0.003 0.227 0.924 4414.3 20000.0 127.3 1125.0 6.0 55.0 7 3.0 3.5 6.0 2.81 322 -106 215 276 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 8998.3 20000.0 259.6 1125.0 8.2 55.0 8 3.5 4.0 6.0 2.81 480 -124 356 360 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 14866.7 20000.0 428.8 1125.0 10.7 55.0 9 4.0 4.5 6.5 3.31 683 -162 521 456 #3 @ 12" 0.110 0.375 0.003 0.211 0.930 18381.3 20000.0 483.7 1125.0 11.5 55.0 101 4.51 5.0 7.0 3.81 938 -229 709 563,#3 @ 6" 0.221 0.3751 0.005 0.268 0.911 11092.0 20000.0 399.4 1125.0 12.3 55.0 11 5.0 5.5 7.0 3.81 1248 -329L1384 6811#3 @ 6" 0.221 0.375 0.005 0.268 0.911 14371.4 20000.0 517.5 1125.0 14.9 55.0 12 5.5 6.0 7.0 3.81 1620 -474 810 #3 @ 6" 0.221 0.375 0.005 0.268 0.911 17939.0 20000.0 646.0 1125.0 17.7 55.0 13 6.0 6.5 7.5 4.31 2060 -675 951 #3 @ 6" 0.221 0.375 0.004 0.254 0.915 19054.6 20000.0 639.2 1125.0 18.4 55.0 14 6.5 7.0 8.0 4.81 2573 -961 1103 #3 @ 6" 0.221 0.375 0.004 0.243 0.919 19795.9 20000.0 623.8 1125.0 19.1 55.0 15 7.0 7.5 8.5 5.31 3164 -13771266 #3 @ 6" 0.221 0.375 0.003 0233 0.922 19806.7 20000.0 590.1 1125.0 19.9 55.0 16 7.5 8.0 9.0 5.81 3840 -2043 1440 #3 @ 6" 0.2211 0.375 0.003 0.224 0.9251 18151.5 20000.01 514.01 1125.0 20.6 55.0 17 8.01 8.51 9.01 5.811 4606 -4276 330 1626,#3 @ 6" 0.2211 0.3751 0.0031 0.2241 0.9251 3331.5 20000.01 94.31 1125.0 23.3 55.0 W:\Details\Release\Calcs 2007\100NC CBC2007 [v1.23].pdf 09/15/2008 11:15:39 AM @ Pool Engineering, Inc. 2008, Page 14 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 RESISTING MOMENTS NO R.B.B. WALL LOADED BY EARTH PRESSURE TABLE B - EXPANSIVE SOIL V soa 45 p H 8.5 ft R88 0.0 ft R 5.0 ft Section ---o- 1 2 3 4 5 6 7 8 9 10 11 12 RM H2 -► 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 Weight 75.00 56.25 37.50 37.50 37.50 37.50 37.50 37.56 39.06 42.65 46.22 48.38 1 0.5 75.0 0.50 37.50 -37.50 2 1.0 56.3 0.50 0.39 37.50 21.88 -59.38 3 1.5 37.5 0.50 0.39 0.25 37.50 21.88 9.38 -68.75 4 2.0 37.5 0.50 0.39 0.25 0.25 37.50 21.88 9.38 9.38 -78.13 5 2.5 37.5 0.50 0.39 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 -87.50 6 3.0 37.5 0.50 0.39 0.25 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 9.38 -96.88 7 3.5 37.5 0.50 0.39 0.25 0.25 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 9.38 9.38 -106.25 8 4.0 37.6 0.53 0.41 0.28 0.28 0.28 0.28 0.28 0.27 39.38 23.28 10.31 10.31 10.31 10.31 10.31 10.03 -124.27 9 4.5 39.1 0.60 0.49 0.35 0.35 0.35 0.35 0.35 0.34 0.29 45.08 27.56 13.16 13.16 13.16 13.16 13.16 12.88 11.15 -162.48 10 5.0 42.7 0.73 0.62 0.48 0.48 0.48 0.48 0.48 0.47 0.41 0.35 54.77 34.83 18.01 18.01 18.01 18.01 18.01 17.74 16.20 15.05 -228.65 11 5.5 46.2 0.92 0.81 0.67 0.67 0.67 0.67 0.67 0.66 0.60 0.54 0.41 68.81 45.36 25.03 25.03 25.03 25.03 25.03 24.77 23.51 23.03 18.77 -329.39 12 6.0 48.4 1.17 1.06 0.92 0.92 0.92 0.92 0.92 0.91 0.85 0.79 0.66 0.45 87.74 59.56 34.50 34.50 34.50 34.50 34.50 34.25 33.37 33.80 30.44 21.95... -473.58 13 6.5 50.8 1.50 1.39 1.25 1.25 1.25 1.25 1.25 1.24 1.18 1.12 0.99 0.78 112.50 78.12 46.87 46.87 46.87 46.87 46.87 46.65 46.26 47.88 45.70 37.92... -675.37 14 7.0 57.6 1.93 1.82 1.68 1.68 1.68 1.68 1.68 1.67 1.61 1.55 1.42 1.21 144.70 102.27 62.97 62.97 62.97 62.97 62.97 62.77 63.03 66.19 65.54 58.69... -960.76 15 7.5 67.8 2.50 2.39 2.25 2.25 2.25 2.25 2.25 2.24 2.18 2.12 1.99 1.78 187.50 134.37 84.37 84.37 84.37 84.37 84.37 84.20 85.32 90.53 91.92 86.31 .,, -1377.33 16 8.0 84.4 3.32 3.21 3.07 3.07 3.07 3.07 3.07 3.06 3.00 2.94 2.81 2.60 249.04 180.53 115.15 115.15 115.15 115.15 115.15 115.02 117.36 125.53 129.85 126.01 ... -2042.69 17 8.5 335.9 5.50 5.39 5.25 5.25 5.25 5.25 5.25 5.24 5.18 5.12 4.99 4.78 412.50 303.13 196.88 196.88 196.88 196.88 196.88 196.87 202.49 218.48 230.58 231.46 ... -4276.06 W:\Details\Release\Calcs 2007\100NC CBC2007 [v1.23].pdf 09/15/2008 11:15:39 AM © Pool Engineering, Inc. 2008, Page 15 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 Inc. Phone: (714) 630-6100 RESISTING MOMENTS cont. NO R.B.B. WALL LOADED BY EARTH PRESSURE TABLE B - EXPANSIVE SOIL 7soa 45 pcf H 8.5 ft RBB 0.0 ft R 5.0 ft Section ---o- 13 14 15 16 17 RM H2 -► 6.5 7.0 7.5 8.0 8.5 Weight 50.83 57.59 67.81 84.35 335.90 1 0.5 75.0 -37.50 2 1.0 56.3 -59.38 3 1.5 37.5 -68.75 4 2.0 37.5 -78.13 5 2.5 37.5 -87.50 6 3.0 37.5 -96.88 7 3.5 37.5 -106.25 8 4.0 37.6 -124.27 9 4.5 39.1 -162.48 10 5.0 42.7 -228.65 11 5.5 46.2 -329.39 12 6.0 48.4 -473.58 13 6.5 50.8 0.51 ... 25.96 -675.37 14 7.0 57.6 0.94 0.61 ... 47.78 34.92 -960.76 15 7.5 67.8 1.51 1.18 0.75 ... 76.79 67.78 50.73 -1377.33 16 8.0 84.4 2.33 2.00 1.57 0.99 ... 118.50 115.04 106.37 83.71 -2042.69 17 8.5 335.9 4.51 4.18 3.75 3.17 1.50 __. 229.27 240.54 254.15 267.55 504.65 -4276.06 W:\Details\Release\Calcs 2007\100NC CBC2007 [v1.23].pdf 09/15/2008 11:15:39 AM © Pool Engineering, Inc. 2008, Page 16 of 51 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 POOL WALL SUMMARY NO R.B.B. TABLE C - HIGHLY EXPANSIVE SOIL OR NO DECK YSOIL 65 pcf H 8.5 ft RBB 0.0 ft R 5.0 ft Sec 1-11 ft. H2 ft. t in. d in. OTM ft -Ib SOIL MR MT ft -Ib ft -Ib V Ib Vertical Steel As int Ds in. p k ] fs psi SOIL fsaii psi fc psi fceii psi V psi Vail psi 1 0.0 0.5 12.0 8.81 1 -38 -36 8 #3 @ 12" 0.110 0.375 0.001 0.136 0.955 -466.7 20000.0 -7.2 1125.0 0.1 55.0 2 0.5 1.0 6.0 2.81 11 -59 -49 331#3 @ 12" 0.110 0.375 0.003 0.227 0.924 -2028.7 20000.0 -58.5 1125.0 1.0 55.0 31 1.0 1.51 6.01 2.81 37 -69 -32 73 #3 @ 12" 0.1101 0.3751 0.003 0.227 0.924 -1345.2 20000.0 -38.8 1125.0 2.2 55.0 4 1.5 2.0 6.0 2.81 87 -78 9 130 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 357.01 20000.0 10.3 1125.0 3.9 55.0 5 2.0 2.5 6.0 2.81 169 -88 82 203 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 3417.4 20000.0 98.6 1125.0 6.0 55.0 6 2.5 3.0 6.0 2.81 293 -97 196 293 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 8175.6 20000.0 235.8 1125.0 8.7 55.0 7 3.0 3.5 6.0 2.81 464 -106 358 398 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 14971.1 20000.0 431.8 1125.0 11.8 55.0 8 3.5 4.0 7.0 3.81 693 -126 568 520 #3 @ 12" 0.110 0.375 0.002 0.198 0.934 17320.4 20000.0 421.4 1125.0 11.4 55.0 9 4.0 4.5 8.0 4.81 987 -168 819 658 #3 @ 12" 0.110 0.375 0.002 0.179 0.940 19654.5 20000.0 420.5 1125.0 11.4 55.0 10 4.5 5.0 8.0 4.81 1354 -242 1112 813 #3 @ 6" 0.221 0.375 0.004 0.243 0.919 13660.3 20000.0 430.4 1125.0 14.1 55.0 11 5.0 5.5 8.0 4.81 1802 -351 1451 983 #3 @ 6" 0.221 0.375 0.004 0.243 0.919 17822.1 20000.0 561.6 1125.0 17.0 55.0 12 5.5 6.0 9.0 5.81 2340 -508 1832 1170 #3 @ 6" 0.221 0.375 0.003 0.224 0.925 18500.8 20000.0 523.9 1125.0 16.8 55.0 13 6.0 6.5 10.0 6.81 2975 -733 2242 1373 #3 @ 6" 0.221 0.375 0.003 0.209 0.930 19215.4 20000.0 497.8 1125.0 16.8 55.0 14 6.5 7.0 11.0 7.81 3716 -1057 2659 1593,#3 @ 6" 0.221 0.375 0.002 0.196 0.935 19784.6 20000.0 474.9 1125.0 17.0 55.0 15 7.0 7.5 12.0 8.81 4570 -1538 3032 1828 #3 @ 6" 0.221 0.375 0.002 0.186 0.938 19928.9 20000.0 447.6 1125.0 17.3 55.0 16 7.5 8.0 13.0 9.81 5547 -2320 3227 20801#3@6" 0.221 0.375 0.002 0.177 0.941 18988.3 20000.0 402.0 1125.0 17.7 55.0 17 8.0 8.5 13.0 9.81 6653 -5171 1482 2348 #3 @ 6" 0.221 0.375 0.002 0.177 0.941 8718.1 20000.0 184.6 1125.0 19.9 55.0 W:\Details\Release\Calcs 2007\100NC CBC2007 [v1.23].pdf 09/15/2008 11:15:39 AM © Pool Engineering, Inc. 2008, Page 17 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 inc. Phone: (714) 630-6100 RESISTING MOMENTS NO R.B.B. WALL LOADED BY EARTH PRESSURE TABLE C - HIGHLY EXPANSIVE SOIL OR NO DECK rsoa 65 pcf H 8.5 ft RBB 0.0 ft R 5.0 ft Section 1 2 3 4 5 6 7 8 9 10 11 12 RM H2 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 j Weight 75.00 56.25 37.50 37.50 37.50 37.50 37.50 40.33 46.33 51.27 52.97 55.84 1 0.5 75.0 0.50 37.50 -37.50 2 1.0 56.3 0.50 0.39 37.50 21.88 -59.38 3 1.5 37.5 0.50 0.39 0.25 37.50 21.88 9.38 -68.75 4 2.0 37.5 0.50 0.39 0.25 0.25 37.50 21.88 9.38 9.38 -78.13 5 2.5 37.5 0.50 0.39 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 -87.50 6 3.0 37.5 0.50 0.39 0.25 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 9.38 -96.88 7 3.5 37.5 0.50 0.39 0.25 0.25 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 9.38 9.38 -106.25 8 4.0 40.3 0.53 0.41 0.28 0.28 0.28 0.28 0.28 0.29 39.38 23.28 10.31 10.31 10.31 10.31 10.31 11.53 -125.77 9 4.5 46.3 0.60 0.49 0.35 0.35 0.35 0.35 0.35 0.36 0.33 45.08 27.56 13.16 13.16 13.16 13.16 13.16 14.59 15.46 -168.50 10 5.0 51.3 0.73 0.62 0.48 0.48 0.48 0.48 0.48 0.49 0.46 0.41 54.77 34.83 18.01 18.01 18.01 18.01 18.01 19.80 21.45 21.06 -241.97 11 5.5 53.0 0.92 0.81 0.67 0.67 0.67 0.67 0.67 0.68 0.65 0.60 0.45 68.81 45.36 25.03 25.03 25.03 25.03 25.03 27.35 30.11 30.66 23.92 -351.35 12 6.0 55.8 1.17 1.06 0.92 0.92 0.92 0.92 0.92 0.93 0.90 0.85 0.70 0.50 87.74 59.56 34.50 34.50 34.50 34.50 34.50 37.53 41.81 43.60 37.30 28.08... -508.09 13 6.5 64.1 1.50 1.39 1.25 1.25 1.25 1.25 1.25 1.26 1.23 1.18 1.03 0.83 112.50 78.12 46.87 46.87 46.87 46.87 46.87 50.85 57.11 60.52 54.78 46.52... -733.00 14 7.0 74.4 1.93 1.82 1.68 1.68 1.68 1.68 1.68 1.69 1.66 1.61 1.46 1.26 144.70 102.27 62.97 62.97 62.97 62.97 62.97 68.16 76.99 82.53 77.53 70.49 ... -1056.77 15 7.5 89.1 2.50 2.39 2.25 2.25 2.25 2.25 2.25 2.26 2.23 2.18 2.03 1.83 187.50 134.37 84.37 84.37 84.37 84.37 84.37 91.18 103.44 111.79 107.76 102.36 ... -1537.93 16 8.0 111.3 3.32 3.21 3.07 3.07 3.07 3.07 3.07 3.08 3.05 3.00 2.85 2.65 249.04 180.53 115.15 115.15 115.15 115.15 115.15 124.28 141.45 153.86 151.23 148.18 ... -2319.50 17 8.5 533.3 5.50 5.39 5.25 5.25 5.25 5.25 5.25 5.26 5.23 5.18 5.03 4.83 412.50 303.13 196.88 196.88 196.88 196.88 196.88 212.18 242.43 265.59 266.68 269.89... -5171.33 W:\Details\Release\Calcs 2007\100NC CBC2007 [v1.23].pdf 09/15/2008 11:15:39 AM © Pool Engineering, Inc. 2008, Page 18 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Inc. Fax: (714) 630-6114 Phone: (714) 630-6100 RESISTING MOMENTS cont. ` NO R.B.B. WALL LOADED BY EARTH PRESSURE TABLE C - HIGHLY EXPANSIVE SOIL OR NO DECK )'soa 65 pcf H 8.5 ft RBB 0.0 ft R 5.0 ft -106.25 8 Section ---p- 13 14 15 16 17 RM H2 6.5 7.0 7.5 8.0 8.5 Weight 64.09 74.42 89.07 111.32 533.32 1 0.5 75.0 4.5 46.3 -37.50 2 1.0 56.3 -59.38 3 1.5 37.5 5.0 51.3 -68.75 4 2.0 37.5 -78.13 5 2.5 37.5 5.5 53.0 -87.50 6 3.0 37.5 -96.88 7 3.5 37.5 6.0 55.8 W:\Details\Release\Calcs 2007\100NC CBC2007 [v1.23].pdf 09/15/2008 11:15:39 AM © Pool Engineering, Inc. 2008, Page 19 of 51 -106.25 8 4.0 40.3 -125.77 9 4.5 46.3 -168.50 10 5.0 51.3 -241.97 11 5.5 53.0 -351.35 12 6.0 55.8 -508.09 13 6.5 64.1 0.60 ... 38.22 -733.00 14 7.0 74.4 1.03 0.72 ... 65.73 53.50 -1056.77 15 7.5 89.1 1.60 1.29 0.89 ... 102.31 95.98 79.37 -1537.93 16 8.0 111.3 2.42 2.11 1.71 1.18 ... 154.90 157.04 152.46 130.82 -2319.50 17 8.5 533.3 4.60 4.29 3.89 3.35 1.65 ... 294.58 319.23 346.58 373.44 880.75 -5171.33 W:\Details\Release\Calcs 2007\100NC CBC2007 [v1.23].pdf 09/15/2008 11:15:39 AM © Pool Engineering, Inc. 2008, Page 19 of 51 ■■■ pool ennengineering 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 POOL WALL SUMMARY 2'--6" R.B.B. TABLE E - NON -EXPANSIVE SOIL YSOIL 30 pcf H 11.0 ft RBB 2.5 ft R 5.0 ft Sec H1 ft H2 ft t in. dSOIL in. OTM ft -Ib MR MT ft -Ib I ft -Ib V Ib Vertical Steel As int Ds in. p k fs psi SOIL fsao psi fc psi fcau psi v psi veil psi 1 0.0 0.5 12.0 8.81 1 -38 -37 4 #3 @ 12" 0.110 0.375 0.001 0.136 0.955 476.1 20000.0 -7.3 1125.0 0.0 55.0 2 0.5 1.0 6.0 2.81 5 -59 -54 15,#3 @ 12" 0.110 0.375 0.003 0.227 0.924 -2272.4 20000.0 -65.5 1125.0 0.4 55.0 3 1.0 1.5 6.0 2.81 17 -69 -52 34 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 -2168.0 20000.0 -62.5 1125.0 1.0 55.0 4 1.5 2.0 6.0 2.81 40 -78 -38 60 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 -1593.3 20000.0 46.0 1125.0 1.8 55.0 5 2.0 2.5 6.0 2.81 78 -88 -9 94 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 -391.8 20000.0 -11.3 1125.0 2.8 55.0 6 2.5 3.0 6.0 2.81 135 -97 38 135 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 1593.3 20000.0 46.0 1125.0 4.0 55.0 7 3.0 3.5 6.0 2.81 214 -106 108 184 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 4518.8 20000.0 130.3 1125.0 5.4 55.0 8 3.5 4.0 6.0 2.81 320 -116 204 240.#3 @ 12" 0.110 0.375 0.003 0.227 0.924 8541.2 20000.0 246.4 1125.0 7.1 55.0 9 4.0 4.5 6.0 2.81 456 -125 331 304 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 13817.5 20000.0 398.6 1125.0 9.0 55.0 101 4.5 5.0 6.01 2.81 625 -134 491 375 #3 @ 6" 0.2211 0.375 0.007 0.304 0.899 10546.8 20000.0 453.6 1125.0 11.1 55.0 11 5.0 5.5 6.0 2.81 832 -144 688 454 #3 @ 6" 0.221 0.375 0.007 0.304 0.899 14792.4 20000.0 636.1 1125.0 13.4 55.0 12 5.5 6.0 6.5 3.31 1080 -154 926 540 #3 @ 6" 0.221 0.375 0.006 0.284 0.905 16778.5 20000.0 655.5 1125.0 13.6 55.0 13 6.0 6.5 7.0 3.81 1373 -179 1194 634 #3 @ 6" 0.221 0.375 0.005 0.268 0.911 18683.0 20000.0 672.8 1125.0 13.9 55.0 14 6.5 7.0 8.0 4.81 1715 -236 1479 735.0 @ 6" 0.221 0.375 0.004 0.243 0.919 18160.7 20000.0 572.2 1125.0 12.7 55.0 15 7.0 7.5 8.5 5.31 2109 -335 1774 844 #3 @ 6" 0.221 0.375 0.003 0.233 0.922 19668.7 20000.0 585.9 1125.0 13.2 55.0 16 7.5 8.0 9.5 6.31 2560 484 2076 960 #3 @ 6" 0.221 0.375 0.003 0.216 0.928 19254.4 20000.0 520.5 1125.0 12.7 55.0 17 8.0 8.5 10.5 7.31 3071 -698 2373 1084 #3 @ 6" 0.221 0.375 0.003 0.202 0.933 18900.7 20000.0 470.7 1125.0 12.4 55.0 18 8.5 9.0 11.0 7.81 3645 -1001 2644 1215 #3 @ 6" 0.221 0.375 0.002 0.196 0.935 19670.4 20000.0 472.2 1125.0 13.0 55.0 19 9.0 9.5 12.0 8.81 4287 -1429 2858 1354 #3 @ 6" 0.221 0.375 0.002 0.186 0.938 18781.4 20000.0 421.8 1125.0 12.8 55.0 20 9.5 10.0 12.0 8.81 5000 -2050 2950 1500 #3 @ 6" 0.221 0.375 0.002 0.186 0.938 19390.6 20000.0 435.5 1125.0 14.2 55.0 21 10.0 10.5 12.0 8.81 5788 -3035 2753 16541#3 @ 6" 0.221 0.375 0.002 0.186 0.938 18095.9 20000.0 406.4 1125.0 15.6 55.0 22 10.5 -11.0,-1-2-0, 8.81 6655 -6343 312 18151#3 @ 6" 0.221 0.375 0.002 0.186 0.938 2053.6 20000.0 46.1 1125.0 17.2 55.0 W:\Details\Release\Calcs 2007\100NC CBC2007 [v1.23].pdf 09/15/2008 11:15:39 AM @ Pool Engineering, Inc. 2008, Page 20 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 Inc. Phone: (714) 630-6100 RESISTING MOMENTS Z-6" R.B.B. WALL LOADED BY EARTH PRESSURE TABLE NO. E - NON-EXPANSIVE SOIL 7soa 30 pcf I H 11.0 ft RBB 2.5 ft R 5.0 ft Section 11 1 2 3 4 5 6 7 8 9 10 11 12 RM H2 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 rl Weight 75.00 56.25 37.50 37.50 37.50 37.50 37.50 37.50 37.50 37.50 37.50 39.06 1 0.5 75.0 0.50 37.50 -37.50 2 1.0 56.3 0.50 0.39 37.50 21.88 -59.38 3 1.5 37.5 0.50 0.39 0.25 37.50 21.88 9.38 -68.75 4 2.0 37.5 0.50 0.39 0.25 0.25 37.50 21.88 9.38 9.38 -78.13 5 2.5 37.5 0.50 0.39 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 -87.50 6 3.0 37.5 0.50 0.39 0.25 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 9.38 -96.88 7 3.5 37.5 0.50 0.39 0.25 0.25 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 9.38 9.38 -106.25 8 4.0 37.5 0.50 0.39 0.25 0.25 0.25 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 9.38 9.38 9.38 -115.63 9 4.5 37.5 0.50 0.39 0.25 0.25 0.25 0.25 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 9.38 9.38 '9.38 9.38 -125.00 10 5.0 37.5 0.50 0.39 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 9.38 9.38 9.38 9.38 9.38 -134.38 11 5.5 37.5 0.50 0.39 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 9.38 9.38 9.38 9.38 9.38 9.38 -143.75 12 6.0 39.1 0.50 0.39 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.26 37.50 21.88 9.38 9.38 9.38 9.38 9.38 9.38 9.38 9.38 9.38 10.18... -153.93 13 6.5 42.1 0.53 0.41 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.29 39.38 23.28 10.31 10.31 10.31 10.31 10.31 10.31 10.31 10.31 10.31 11.16... -179.16 14 7.0 46.4 0.60 0.49 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.36 45.08 27.56 13.16 13.16 13.16 13.16 13.16 13.16 13.16 13.16 13.16 14.12 ... -236.39 15 7.5 52.0 0.73 0.62 0.48 0.48 0.48 0.48 0.48 0.48 0.48 0.48 0.48 0.49 54.77 34.83 18.01 18.01 18.01 18.01 18.01 18.01 18.01 18.01 18.01 19.17... -335.09 16 8.0 56.9 0.92 0.81 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.68 68.81 45.36 25.03 25.03 25.03 25.03 25.03 25.03 25.03 25.03 25.03 26.48... -483.55 17 8.5 64.7 1.17 1.06 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.93 87.74 59.56 34.50 34.50 34.50 34.50 34.50 34.50 34.50 34.50 34.50 36.34.,. -697.91 18 9.0 74.1 1.50 1.39 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.26 112.50 78.12 46.87 46.87 46.87 46.87 46.87 46.87 46.87 46.87 46.87 49.24... -1001.29 19 9.5 83.9 1.93 1.82 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.68 1.69 144.70 102.27 62.97 62.97 62.97 62.97 62.97 62.97 62.97 62.97 62.97 66.01 ... -1429.10 20 10.0 96.5 2.50 2.39 2.25 2.25 2.25 2.25 2.25 2.25 2.25 2.25 2.25 2.26 187.50 134.37 84.37 84.37 84.37 84.37 84.37 84.37 84.37 84.37 84.37 88.30... -2049.53 21 10.5 118.2 3.32 3.21 3.07 3.07 3.07 3.07 3.07 3.07 3.07 3.07 3.07 3.08 249.04 180.53 115.15 115.15 115.15 115.15 115.15 115.15 115.15 115.15 115.15 120.36... -3034.66 22 11.0 493.1 5.50 5.39 5.25 5.25 5.25 5.25 5.25 5.25 5.25 5.25 5.25 5.26 412.50 303.13 196.88 196.88 196.88 196.88 196.88 196.88 196.88 196.88 196.88 205.49 ... -6342.53 W:\Details\Release\Calcs 2007\100NC CBC2007 [v1.23].pdf 09/15/2008 11:15:39 AM © Pool Engineering, Inc. 2008, Page 21 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Inc. Fax: (714) 630-6114 Phone: (714) 630-6100 RESISTING MOMENTS cont. 2'-6" R.B.B. WALL LOADED BY EARTH PRESSURE TABLE NO. E - NON -EXPANSIVE SOIL Vsox 30 pcf H 11.0 ft RBB 2.5 ft R 5.0 ft Section 13 14 15 16 17 18 19 20 21 22 RM H2-► 6.5 7.0 7.5 8.0 8.5 9.0 9.5 10.0 10.5 11.0 Weight 42.08 46.35 52.02 56.92 64.69 74.14 83.89 96.52 118.19 493.11 1 0.5 75.0 2 1.0 56.3 3 4 5 6 7 8 9 10 11 12 13 14 1.5 37.5 2.0 37.5 2.5 37.5 3.0 37.5 3.5 37.5 4.0 37.5 4.5 37.5 5.0 37.5 5.5 37.5 6.0 39.1 -37.50 -59.38 -68.75 -78.13 -87.50 -96.88 -106.25 -115.63 -125.00 -134.38 -143.75 -153.93 6.5 42.1 0.30 ... 12.51 -179.16 7.0 46.4 0.37 0.33 ... 15.70 15.46 -236.39 7.5 52.0 0.50 0.46 0.42 ... 21.14 21.45 21.62 -335.09 8.0 56.9 0.69 0.65 0.60 0.48 ... 29.02 30.13 31.35 27.16 -483.55 8.5 64.7 0.94 0.90 0.86 0.73 0.56 ... 39.64 41.83 44.48 41.53 36.33 -697.91 9.0 74.1 1.27 1.23 1.19 1.06 0.89 0.66 ... 53.53 57.13 61.65 60.32 57.69 49.22 -1001.29 9.5 83.9 1.70 1.66 1.61 1.49 1.32 1.09 0.78 ... 71.60 77.03 83.98 84.76 85.46 81.05 65.49 -1429.10 10.0 96.5 2.27 2.23 2.19 2.06 1.89 1.66 1.35 0.94 ... 95.61 103.48 113.67 117.24 122.38 123.36 113.36 90.86 -2049.53 10.5 118.2 3.09 3.05 3.01 2.88 2.71 2.48 2.17 1.76 1.22 ... 130.14 141.52 156.36 163.95 175.46 184.20 182.20 170.06 144.54 -3034.66 11.0 493.1 5.27 5.23 5.19 5.06 4.89 4.66 4.35 3.94 3.40 1.66 ... 221.85 242.54 269.73 288.01 316.45 345.78 365.04 380.41 402.11 817.61 -6342.53 W:\Details\Release\Calcs 2007\100NC CBC2007 [v1.23].pdf 09/15/2008 11:15:39 AM © Pool Engineering, Inc. 2008, Page 22 of 51 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 POOL WALL SUMMARY 2'-6" R.B.B. TABLE F - EXPANSIVE SOIL }'SOIL 45 pcf H 11.0 ft RBB 2.5 ft R 5.0 ft Sec H1 ft. H2 ft. t in. d in. OTM ft -Ib SOIL MR MT ft -Ib ft -Ib V Ib Vertical Steel As p in Ds in. p k j fs psi SOIL fsao psi fc psi fcal psi v psi Vail psi 1 0.0 0.5 12.0 8.81 1 -38 -37 6 #3 @ 12" 0.110 0.375 0.001 0.136 0.955 -472.1 20000.0 -7.3 1125.0 0.1 55.0 2 0.5 1.0 6.0 2.81 8 -59 -52 23 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 -2168.0 20000.0 -62.5 1125.0 0.7 55.0 3 1.0 1.5 6.0 2.81 25 -69 -43 51,#3 @ 12" 0.110 0.375 0.003 0.227 0.924 -1815.3 20000.0 -52.4 1125.0 1.5 55.0 4 1.5 2.0 6.0 2.81 60 -78 -18 90 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 -757.5 20000.0 -21.8 1125.0 2.7 55.0 5 2.0 2.5 6.0 2.81 117 -88 30 141 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 1240.7 20000.0 35.8 1125.0 4.2 55.0 6 2.5 3.0 6.0 2.81 203 -97 106 203 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 4414.3 20000.0 127.3 1125.0 6.0 55.0 7 3.0 3.5 6.0 2.81 322 -106 215 276 43 @ 12" 0.110 0.375 0.003 0.227 0.924 8998.3 20000.0 259.6 1125.0 8.2 55.0 8 3.5 4.0 6.0 2.81 480 -116 364 360 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 15228.0 20000.0 439.2 1125.0 10.7 55.0 9 4.0 4.5 6.5 3.31 683 -126 558 4561#3 @ 12" 0.110 0.375 0.003 0.211 0.930 19675.5 20000.0 517.7 1125.0 11.5 55.0 10 4.5 5.0 6.5 3.31 938 -137 801 563 #3 @ 6" 0.221 0.375 0.006 0.284 0.905 14506.9 20000.0 566.8 1125.0 14.2 55.0 11 5.0 5.5 7.0 3.81 1248 -149 1099 681 #3 @ 6" 0.221 0.375 0.005 0.268 0.911 17199.1 20000.0 619.3 1125.0 14.9 55.0 12 5.5 6.0 8.0 4.81 1620 -163 1457 810 #3 @ 6" 0.221 0.375 0.004 0.243 0.919 17891.0 20000.0 563.7 1125.0 14.0 55.0 13 6.0 6.5 9.0 5.81 2060 -196 1864 951 #3 @ 6" 0.221 0.375 0.003 0.224 0.925 18822.2 20000.0 533.0 1125.0 13.6 55.0 14 6.5 7.0 9.0 5.81 2573 -263 2310 1103 #3 @ 4" 0.331 0.375 0.005 0.266 0.911 15794.6 20000.0 563.5 1125.0 15.8 55.0 15 7.0 7.5 9.0 5.81 3164 -371 2793 1266 #3 @ 4" 0.331 0.375 0.005 0.266 0.911 19098.6 20000.0 681.3 1125.0 18.1 55.0 16 7.5 8.0 10.0 6.81 3840 -531 3309 1440 #3 @ 4" 0.331 0.375 0.004 0.249 0.917 19184.3 20000.0 624.8 1125.0 17.6 55.0 17 8.0 8.5 11.0 7.81 4606 -760 3846 1626 #3 @ 4" 0.331 0.375 0.004 0.235 0.922 19339.4 20000.0 582.6 1125.0 17.3 55.0 18 8.5 9.0 12.0 8.81 5468 -1085 4383 1823 #3 @ 4" 0.331 0.375 0.003 0.223 0.926 19456.6 20000.0 547.6 1125.0 17.2 55.0 19 9.0 9.5 13.0 9.81 6430 -1543 4887 2031 #3 @ 4" 0.331 0.375 0.003 0.212 0.929 19413.3 20000.0 514.4 1125.0 17.2 55.0 20 9.51 10.01 14.0 10.81 7500 -2209 5291 2250#3 @ 4" 0.331 0.3751 0.003 0.203 0.932 19010.4 20000.0 477.2 1125.0 17.3 55.0 21 10.01 10.51 14.01 10.811 8682 -32691 54141 24811#3 @ 4" 0.331 0.375 0.003 0.203 0.932 19452.51 20000.0 488.3 1125.0 19.1 55.0 22 10.51 11.01 14.01 10.811 9983 -69701 30121 2723 #3 @ 4" 1 0.331 0.375 0.003 0.203 0.932 10822.81 20000.01271.71 1125.01 21.0 55.0 W:\Details\Release\Gaits 2007\100NC CBC2007 [v1.23].pdf 09/15/2008 11:15:39 AM @ Pool Engineering, Inc. 2008, Page 23 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 inc. Phone: (714) 630-6100 RESISTING MOMENTS 2'-6" R.B.B. WALL LOADED BY EARTH PRESSURE TABLE F - EXPANSIVE SOIL YsOa 45 pcf H 11.0 ft R88 2.5 ft R 5.0 ft Section -► 1 2 3 4 5 6 7 8 9 10 11 12 RM H2 -► 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 Weight 75.00 56.25 37.50 37.50 37.50 37.50 37.50 37.50 39.06 40.63 42.19 46.88 1 0.5 75.0 0.50 37.50 -37.50 2 1.0 56.3 0.50 0.39 37.50 21.88 -59.38 3 1.5 37.5 0.50 0.39 0.25 37.50 21.88 9.38 -68.75 4 2.0 37.5 0.50 0.39 0.25 0.25 37.50 21.88 9.38 9.38 -78.13 5 2.5 37.5 0.50 0.39 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 -87.50 6 3.0 37.5 0.50 0.39 0.25 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 9.38 -96.88 7 3.5 37.5 0.50 0.39 0.25 0.25 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 9.38 9.38 -106.25 8 4.0 37.5 0.50 0.39 0.25 0.25 0.25 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 9.38 9.38 9.38 -115.63 9 4.5 39.1 0.50 0.39 0.25 0.25 0.25 0.25 0.25 0.25 0.26 37.50 21.88 9.38 9.38 9.38 9.38 9.38 9.38 10.18 -125.80 10 5.0 40.6 0.50 0.39 0.25 0.25 0.25 0.25 0.25 0.25 0.26 0.27 37.50 21.88 9.38 9.38 9.38 9.38 9.38 9.38 10.18 11.00 -136.81 11 5.5 42.2 0.50 0.39 0.25 0.25 0.25 0.25 0.25 0.25 0.26 0.27 0.28 37.50 21.88 9.38 9.38 9.38 9.38 9.38 9.38 10.18 11.00 11.87 -148.68 12 6.0 46.9 0.50 0.39 0.25 0.25 0.25 0.25 0.25 0.25 0.26 0.27 0.28 0.31 37.50 21.88 9.38 9.38 9.38 9.38 9.38 9.38 10.18 11.00 11.87 14.67... -163.35 13 6.5 52.8 0.53 0.41 0.28 0.28 0.28 0.28 0.28 0.28 0.29 0.30 0.31 0.34 39.38 23.28 10.31 10.31 10.31 10.31 10.31 10.31 11.16 12.02 12.93 15.84 ... -195.96 14 7.0 56.8 0.60 0.49 0.35 0.35 0.35 0.35 0.35 0.35 0.36 0.37 0.38 0.41 45.08 27.56 13.16 13.16 13.16 13.16 13.16 13.16 14.12 15.11 16.13 19.41 ... -262.61 15 7.5 57.9 0.73 0.62 0.48 0.48 0.48 0.48 0.48 0.48 0.49 0.50 0.51 0.54 54.77 34.83 18.01 18.01 18.01 18.01 18.01 18.01 19.17 20.36 21.59 25.47... -370.98 16 8.0 60.4 0.92 0.81 0.67 0.67 0.67 0.67 0.67 0.67 0.68 0.69 0.70 0.73 68.81 45.36 25.03 25.03 25.03 25.03 25.03 25.03 26.48 27.96 29.48 34.24... -530.76 17 8.5 67.9 1.17 1.06 0.92 0.92 0.92 0.92 0.92 0.92 0.93 0.94 0.95 0.98 87.74 59.56 34.50 34.50 34.50 34.50 34.50 34.50 36.34 38.22 40.13 46.07... -760.40 18 9.0 77.5 1.50 1.39 1.25 1.25 1.25 1.25 1.25 1.25 1.26 1.27 1.28 1.31 112.50 78.12 46.87 46.87 46.87 46.87 46.87 46.87 49.24 51.63 54.06 61.55... -1084.51 19 9.5 89.2 1.93 1.82 1.68 1.68 1.68 1.68 1.68 1.68 1.69 1.70 1.71 1.74 144.70 102.27 62.97 62.97 62.97 62.97 62.97 62.97 66.01 69.07 72.17 81.67... -1542.85 20 10.0 103.9 2.50 2.39 2.25 2.25 2.25 2.25 2.25 2.25 2.26 2.27 2.28 2.31 187.50 134.37 84.37 84.37 84.37 84.37 84.37 84.37 88.30 92.25 96.25 108.42... -2209.33 21 10.5 127.5 3.32 3.21 3.07 3.07 3.07 3.07 3.07 3.07 3.08 3.09 3.10 3.13 249.04 180.53 115.15 115.15 115.15 115.15 115.15 115.15 120.36 125.59 130.86 146.88... -3268.50 22 11.0 602.2 5.50 5.39 5.25 5.25 5.25 5.25 5.25 5.25 5.26 5.27 5.28 5.31 412.50 303.13 196.88 196.88 196.88 196.88 196.88 196.88 205.49 214.13 222.81 249.05 ... -6970.47 W:\Details\Release\Calcs 2007\100NC CBC2007 [v1.23].pdf 09/15/2008 11:15:39 AM © Pool Engineering, Inc. 2008, Page 24 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Inc. Fax: (714) 630-6114 Phone: (714) 630-6100 RESISTING MOMENTS cont. WALL LOADED BY EARTH PRESSURE TABLE F - EXPANSIVE SOIL Ysoa 45 pcf H 11.0 ft RBB 2.5 ft 7 r R 5.0 ft Section 13 14 15 16 17 18 19 20 21 22 RM 3.5 H2 6.5 '7.0 7.5 8.0 8.5 9.0 9.5 10.0 10.5 11.0 Weight 52.77 56.77 57.87 60.38 67.90 77.48 89.23 103.89 127.46 602.25 1 0.5 75.0 - -37.50 2 1.0 56.3 -59.38 3 1.5 37.5 -106.25 -68.75 4 2.0 37.5 37.5 -78.13 5 2.5 37.5 -87.50 6 3.0 37.5 W:\Details\Release\Calcs 2007\100NC CBC2007 [v1.23].pdf 09/15/2008 11:15:39 AM © Pool Engineering, Inc. 2008, Page 25 of 51 -96.88 7 3.5 37.5 -106.25 8 4.0 37.5 -115.63 9 4.5 39.1 -125.80 10 5.0 40.6 -136.81 11 5.5 42.2 -148.68 12 6.0 46.9 -163.35 13 6.5 52.8 0.37 ... 19.45 -195.96 14 7.0 56.8 0.44 0.40 ... 23.46 22.77 -262.61 15 7.5 57.9 0.57 0.53 0.46 ... 30.28 30.11 26.33 -370.98 16 8.0 60.4 0.76 0.72 0.64 0.50 ... 40.16 40.73 37.16 30.21 -530.76 17 8.5 67.9 1.01 0.97 0.89 0.75 0.58 ... 53.48 55.06 51.77 45.46 39.60 -760.40 18 9.0 77.5 1.34 1.30 1.22 1.08 0.91 0.69 ... 70.90 73.80 70.88 65.39 62.02 53.18 -1084.51 19 9.5 89.2 1.77 1.73 1.65 1.51 1.34 1.12 0.82 ... 93.55 98.17 95.72 91.31 91.17 86.44 72.77 -1542.85 20 10.0 103.9 2.34 2.30 2.22 2.08 1.91 1.69 1.39 0.99 ... 123.67 130.57 128.75 125.76 129.92 130.66 123.69 102.96 -2209.33 21 10.5 127.5 3.16 3.12 3.05 2.90 2.73 2.51 2.21 1.81 1.28 ... 166.96 177.15 176.23 175.30 185.64 194.24 196.91 188.21 163.72 -3268.50 22 11.0 602.2 5.34 5.30 5.22 5.08 4.91 4.69 4.39 3.99 3.46 1.74 ... 281.97 300.87 302.36 306.89 333.63 363.10 391.37 414.63 441.51 1045.79 -6970.47 W:\Details\Release\Calcs 2007\100NC CBC2007 [v1.23].pdf 09/15/2008 11:15:39 AM © Pool Engineering, Inc. 2008, Page 25 of 51 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 POOL WALL SUMMARY 2'-6" R.B.B. TABLE G - HIGHLY EXPANSIVE SOIL OR NO DECK Ysoa 65 pcf H 11.0 ft RBB 2.5 ft R 5.0 ft Sec H1 ft. H2 ft. t in. d in. OTM ft -Ib SOIL MR MT ft -Ib ft -Ib V Ib Vertical Steel As in 2 Ds in. p k j fs psi SOIL fsal psi fc psi fcao psi V psi Vail psi 1 0.0 0.5 12.0 8.81 1 -38 -36 8 #3 @ 12" 0.110 0.375 0.001 0.136 0.955 -466.7 20000.0 -7.2 1125.0 0.1 55.0 2 0.5 1.0 6.0 2.81 11 -59 -49 33 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 -2028.7 20000.0 -58.5 1125.0 1.0 55.0 3 1.0 1.5 6.0 2.81 37 -69 -32 73,#3 @ 12" 0.110 0.375 0.003 0.227 0.924 -1345.2 20000.0 -38.8 1125.0 2.2 55.0 4 1.5 2.0 6.0 2.81 87 -78 9 130 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 357.0 20000.0 10.3 1125.0 3.9 55.0 5 2.0 2.5 6.0 2.81 169 -88 82 203 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 3417.4 20000.0 98.6 1125.0 6.0 55.0 6 2.5 3.0 6.0 2.81 293 -97 196 293 #3 @ 12" 0.110 0.375 0.003 0.227 0.924 8175.6 20000.0 235.8 1125.0 8.7 55.0 7 3.0 3.5 6.5 3.31 464 -107 357 398 #3 @ 12" 0.110 0.375 0.003 0.211 0.930 12611.4 20000.0 331.8 1125.0 10.0 55.0 8 3.5 4.0 7.5 4.31 693 -120 573 520 #3 @ 12" 0.110 0.375 0.002 0.188 0.937 15413.8 20000.0 350.3 1125.0 10.0 55.0 9 4.0 4.5 8.5 5.31 987 -137 851 658 #3 @ 12" 0.110 0.375 0.002 0.171 0.943 18448.9 20000.0 373.9 1125.0 10.3 55.0 101 4.5 5.0 8.5 5.31 1354 -155 1199 813 #3 @ 6" 0.221 0.375 0.003 0.233 0.922 13289.5 20000.0 395.9 1125.0 12.7 55.0 11 5.0 5.5 9.5 6.31 1802 -176 1626 983 #3 @ 6" 0.221 0.375 0.003 0.216 0.928 15076.9 20000.0 407.6 1125.0 13.0 55.0 12 5.5 6.0 10.5 7.31 2340 -203 2137 1170 #3 @ 6" 0.221 0.375 0.003 0.202 0.933 17026.9 20000.0 424.0 1125.0 13.3 55.0 13 6.0 6.5 11.5 8.31 2975 -249 2726 1373 #3 @ 6" 0.221 0.375 0.002 0.191 0.936 19023.8 20000.0 441.2 1125.0 13.8 55.0 14 6.5 7.0 11.5 8.31 3716 -336 3380 1593 #3 @ 3" 0.442 0.375 0.004 0.259 0.914 12086.5 20000.0 414.1 1125.0 16.0 55.0 15 7.0 7.5 11.5 8.31 4570 -471 4099 1828 #3 @ 3" 0.442 0.375 0.004 0.259 0.914 14657.5 20000.0 502.2 1125.0 18.3 55.0 16 7.5 8.0 11.5 8.31 5547 -667 4880 2080 #3 @ 3" 0.442 0.375 0.004 0.259 0.914 17448.9 20000.0 597.9 1125.0 20.9 55.0 171 8.0 8.5 12.5 9.31 6653 -940 5713 2348 #3 @ 3" 0.442 0.375 0.004 0.246 0.918 18152.5 20000.0 582.8 1125.0 21.0 55.0 18 8.5 9.0 13.5 10.31 7898 -1322 6576 2633 #3 @ 3" 0.442 0.375 0.004 0.236 0.921 18796.7 20000.0 569.5 1125.0 21.3 55.0 19 9.0 9.5 14.5 11.31 9288 -1858 7430 2933 #3 @ 3" 0.442 0.375 0.003 0.226 0.925 19296.9 20000.0 554.9 1125.0 21.6 55.0 20 9.5 10.0 15.5 12.31 10833 -2633 8201 3250 #3 @ 3" 0.442 0.375 0.003 0.218 0.927 19510.2 20000.0 534.9 1125.0 22.0 55.0 21 10.0 10.5 16.0 12.81 12541 -38551 86861 3583 #3 @ 3" 1 0.442 0.375 0.003 0 " 2141 0.929 19831.6 20000.0 531.7 1125.0 23.3 55.0 22 10.51 11.01 16.01 12.811 14419 -81781 62421 3933 #3 @ 3" 1 0.442 0.3751 0.0031 0.2141 0.9291 14250.11 20000.01 382.11 1125.01 25.6 55.0 W:\Details\Release\Calcs 2007\100NC CBC2007 [v1.23].pdf 09/15/2008 11:15:39 AM @ Pool Engineering, Inc. 2008, Page 26 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 Inc. Phone: (714) 630-6100 RESISTING MOMENTS 2'--6" R.B.B. WALL LOADED BY EARTH PRESSURE TABLE G - HIGHLY EXPANSIVE SOIL OR NO DECK ysoa 65 pcf H 11.0 ft RBB 2.5 ft R 5.0 ft Section IN 1 2 3 4 5 6 7 8 9 10 11 12 RM H2 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 Weight 75.00 56.25 37.50 37.50 37.50 37.50 39.06 43.75 50.00 53.13 56.25 62.50 1 0.5 75.0 0.50 37.50 -37.50 2 1.0 56.3 0.50 0.39 37.50 21.88 -59.38 3 1.5 37.5 0.50 0.39 0.25 37.50 21.88 9.38 -68.75 4 2.0 37.5 0.50 0.39 0.25 0.25 37.50 21.88 9.38 9.38 -78.13 5 2.5 37.5 0.50 0.39 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 -87.50 6 3.0 37.5 0.50 0.39 0.25 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 9.38 -96.88 7 3.5 39.1 0.50 0.39 0.25 0.25 0.25 0.25 0.26 37.50 21.88 9.38 9.38 9.38 9.38 10.18 -107.05 8 4.0 43.8 0.50 0.39 0.25 0.25 0.25 0.25 0.26 0.29 37.50 21.88 9.38 9.38 9.38 9.38 10.18 12.78 -119.84 9 4.5 50.0 0.50 0.39 0.25 0.25 0.25 0.25 0.26 0.29 0.33 37.50 21.88 9.38 9.38 9.38 9.38 10.18 12.78 16.69 -136.52 10 5.0 53.1 0.50 0.39 0.25 0.25 0.25 0.25 0.26 0.29 0.33 0.35 37.50 21.88 9.38 9.38 9.38 9.38 10.18 12.78 16.69 18.82 -155.34 11 5.5 56.3 0.50 0.39 0.25 0.25 0.25 0.25 0.26 0.29 0.33 0.35 0.38 37.50 21.88 9.38 9.38 9.38 9.38 10.18 12.78 16.69 18.82 21.12 -176.45 12 6.0 62.5 0.50 0.39 0.25 0.25 0.25 0.25 0.26 0.29 0.33 0.35 0.38 0.42 37.50 21.88 9.38 9.38 9.38 9.38 10.18 12.78 16.69 18.82 21.12 26.06... -202.52 13 6.5 68.3 0.53 0.41 0.28 0.28 0.28 0.28 0.29 0.32 0.36 0.38 0.40 0.44 39.38 23.28 10.31 10.31 10.31 10.31 11.16 13.88 17.94 20.15 22.53 27.63... -249.47 14 7.0 72.5 0.60 0.49 0.35 0.35 0.35 0.35 0.36 0.39 0.43 0.46 0.48 0.52 45.08 27.56 13.16 13.16 13.16 13.16 14.12 17.20 21.74 24.18 26.80 32.38... -335.76 15 7.5 73.9 0.73 0.62 0.48 0.48 0.48 0.48 0.49 0.52 0.56 0.58 0.61 0.65 54.77 34.83 18.01 18.01 18.01 18.01 19.17 22.86 28.20 31.05 34.07 40.46 ... -471.22 16 8.0 75.9 0.92 0.81 0.67 0.67 0.67 0.67 0.68 0.71 0.75 0.77 0.79 0.83 68.81 45.36 25.03 25.03 25.03 25.03 26.48 31.04 37.56 40.99 44.60 52.15... -666.95 17 8.5 79.1 1.17 1.06 0.92 0.92 0.92 0.92 0.93 0.96 1.00 1.02 1.05 1.09 87.74 59.56 34.50 34.50 34.50 34.50 36.34 42.09 50.18 54.40 58.80 67.93... -940.38 18 9.0 87.4 1.50 1.39 1.25 1.25 1.25 1.25 1.26 1.29 1.33 1.35 1.38 1.42 112.50 78.12 46.87 46.87 46.87 46.87 49.24 56.53 66.69 71.94 77.37 88.56... -1321.71 19 9.5 99.8 1.93 1.82 1.68 1.68 1.68 1.68 1.69 1.72 1.76 1.78 1.80 1.85 144.70 102.27 62.97 62.97 62.97 62.97 66.01 75.31 88.15 94.75 101.51 115.39... -1857.93 20 10.0 114.9 2.50 2.39 2.25 2.25 2.25 2.25 2.26 2.29 2.33 2.35 2.38 2.42 187.50 134.37 84.37 84.37 84.37 84.37 88.30 100.28 116.69 125.07 133.62 151.06 ... -2632.53 21 10.5 139.4 3.32 3.21 3.07 3.07 3.07 3.07 3.08 3.11 3.15 3.17 3.20 3.24 249.04 180.53 115.15 115.15 115.15 115.15 120.36 136.18 157.72 168.66 179.77 202.35... -3854.76 22 11.0 711.6 5.50 5.39 5.25 5.25 5.25 5.25 5.26 5.29 5.33 5.35 5.38 5.42 412.50 303.13 196.88 196.88 196.88 196.88 205.49 231.53 266.69 284.44 302.37 338.56 ... -8177.64 W:\Details\Release\Calcs 2007\100NC CBC2007 [v1.23].pdf 09/15/2008 11:15:39 AM © Pool Engineering, Inc. 2008, Page 27 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 inc. Fax: (714) 630-6114 Phone: (714) 630-6100 RESISTING MOMENTS cont. Z-6" R.B.B. WALL LOADED BYEARTH PRESSURE TABLE G - HIGHLY EXPANSIVE SOIL OR NO DECK YsoiL 65 pcf H 11.0 ft RBB 2.5 ft I R 5.0 ft Section -► 13 14 15 16 17 18 19 20 21 22 RM H2 6.5 7.0 7.5 8.0 8.5 9.0 9.5 10.0 10.5 11.0 Weight 68.32 72.49 73.87 75.92 79.10 87.42 99.78 114.89 139.36 711.60 1 0.5 75.0 -37.50 2 1.0 56.3 -59.38 3 1.5 37.5 -68.75 4 2.0 37.5 -78.13 5 2.5 37.5 -87.50 6 3.0 37.5 -96.88 7 3.5 39.1 -107.05 8 4.0 43.8 -119.84 9 4.5 50.0 -136.52 10 5.0 53.1 -155.34 11 5.5 56.3 -176.45 12 6.0 62.5 -202.52 13 6.5 68.3 0.47 ... 32.26 -249.47 14 7.0 72.5 0.55 0.50 ... 37.45 36.60 -335.76 15 7.5 73.9 0.68 0.63 0.56 46.28 45.97 41.50 471.22 16 8.0 75.9 0.86 0.82 0.75 0.60 ... 59.07 59.54 55.32 45.93 -666.95 17 8.5 79.1 1.12 1.07 1.00 0.86 0.66 ... 76.31 77.84 73.97 65.09 52.15 -940.38 18 9.0 87.4 1.45 1.40 1.33 1.19 0.99 0.75 ... 98.87 101.77 98.36 90.16 78.26 65.85 -1321.71 19 9.5 99.8 1.88 1.83 1.76 1.62 1.42 1.18 0.89 ... 128.20 132.89 130.07 122.75 112.22 103.37 88.45 -1857.93 20 10.0 114.9 2.45 2.40 2.33 2.19 1.99 1.75 1.46 1.07 ... 167.19 174.26 172.22 166.08 157.36 153.26 145.40 122.36 -2632.53 21 10.5 139.4 3.27 3.22 3.15 3.01 2.81 2.57 2.28 1.89 1.36 ... 223.24 233.74 232.84 228.38 222.27 224.99 227.27 216.63 190.21 -3854.76 22 11.0 711.6 5.45 5.40 5.33 5.19 4.99 4.75 4.46 4.07 3.54 1.80 ... 372.14 391.73 393.83 393.85 394.68 415.51 444.75 467.02 493.92 1278.01 -8177.64 W:\Details\Release\Calcs 2007\100NC CBC2007 [v1.23].pdf 09/15/2008 11:15:39 AM © Pool Engineering, Inc. 2008, Page 28 of 51 ■■■ pool e■nengineering 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 STRUCTURAL CALCULATIONS SWIMMING POOL CALCULATIONS BUILDING SURCHARGE METHODOLOGY The following pages demonstrate the basic calculations which are summarized in the Pool Wall Summary Tables W:\Details\Release\Calcs 2007\100NC CBC2007 [v1.23].pdf 09/15/2008 11:15:39 AM © Pool Engineering, Inc. 2008, Page 29 of 51 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 SWIMMING POOL CALCULATIONS NOTATION f., : specific compressive strength of concrete (psi) wc : weight of concrete (pcf) fca„ = 0.45f� : allowable extreme fiber stress in compression for concrete (psi) ACI 318-99 Section A.3.1 (a; u. =1.1 f. : permissible shear stress carried by concrete (psi) ACI 318-99 Section A.3.1 (b; E, = 57000 f� : modulus of elasticity of concrete (psi) ACI 318-99 Section 8.5.1 fy = 40000 : specified yield strength of reinforcement (psi) fs.11 = 20000 [GRADE 40, 50], 24000 [GRADE 60] : permissible tensile strength inreinf. (psi) ACI 318-99 Section A.3.2� Es= 29000000 : modulus of elasticity of reinforcement (psi) ACI 318-99 Section 8.5.2 Ys : equivalent fluid pressure of soil (pcf) n = Es : modular ratio of elasticity c b : width of compression face of member (in) cover : 3 in. minimum for Concrete cast against and permanently exposed to earth. ACI 318-99 Section 7.7.1(a)1 SEE CALCULATION METHODOLOGY.• H : total height of pool wall including bond beam (ft) RBB : distance from top of bond beam to surface of water (ft.) R : Radius of pool wall curvature (ft) t : thickness of pool wall at particular height (in) d = t - cover - (DS/2) : distance from extreme compression fiber to centroid of tension reinforcement (in) H, : top depth of particular section (ft) H2 : bottom depth of particular section (ft) 1 s OTMso,L = 6 yS H2 : over -turning moment (ft -lbs) Vso, = 2 ys Hz : shear (Ibs) MR : Moment Resisting (ft-Ibs) OTM,oad : over -turning moment due to additional vertical load (ft-Ibs) - SEE BOUSSINESQ ANALYSIS Vioad : shear due to additional vertical load (Ibs) - SEE BOUSSINESQ ANALYSIS MT = OTMSO1L + OTMioad + MR : Net Moment (ft-Ibs) VT = VS01L + Vioad : Net Shear (Ibs) AS : area of nonprestressed tension reinforcement (in2) DS : Diameter of reinforcement (in) P = A. : ratio of tension reinforcement bd k= (pn)2+2pn—pn j=1-3 fs = A rd : average stress in the steel (psi) 5 J fc = k b d2 : maximum compressive stress at the top of the compressive zone (psi) u = VT : design shear stress (psi) bd Per ACI 318-05 Section R1.1, The Alternate Design Method of the 1999 Code may be used in place of the applicable sections of the 2005 code. W:\Details\Release\Calcs 2007\100NC CBC2007 [vl.23].pdf 09/15/2008 11:15:39 AM © Pool Engineering, Inc. 2008, Page 30 of 51 ■■■ pool ennengineering 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 TYPICAL 2 STORY FOOTING SURCHARGE FOUNDATION PRESSURE: 1500psf RESULTANT = 1500psf(1.Oft) QL= 1500pIf W:\Details\Release\Calcs 2007\100NC CBC2007 [v1.23].pdf 09/15/2008 11:15:39 AM © Pool Engineering, Inc. 2008, Page 31 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 inc. Fax: (714) 630-6114 Phone: (714) 630-6100 SAMPLE CALCULATIONS SECTION 13, NO R.B.B. FOOTING SURCHARGE - TABLE D - 3.00 FT. FROM WATER Demonstrating methodology used to calculate results shown in summary tables. f, = 2500 psi wc = 150 pcf fCan = 0.45f,' = 1125 psi vc = 1.1 f' = 55.0 psi Er= 57000 Y = 2850000 psi fy = 40000 psi fsa„ = 20000 psi FROM ACI 318-99 Section A.3.1 (a) FROM ACI 318-99 Section A.3.1 (b) FROM ACI 318-99 Section 8.5.1 FROM ACI 318-99 Section A.3.2 Es = 2.9E+07 psi FROM ACI 318-99 Section 8.5.2 7S = 45 pcf n = Es/Ec = 10.18 b = 12 in cover = 3 in H = 8.5 ft Try wall thickness t = 9.5 in at a depth of H2 = 6.5 ft Try vertical steel = #3 @ 6" Ds = 0.375 in As = 0.221 in` d = t - cover - (Ds/2) = 6.31 in FROM ACI 318-99 Section 7.7.1(a) OTMso,L = 6 Ys HZ = 2060 ft -Ib Overturning moment due to earth pressure Vsou = 2 YS Hz = 951 Ib Shear due to earth pressure W:\Details\Release\Calcs 2007\100NC CBC2007 [v1.23].pdf 09/15/2008 11:15:39 AM © Pool Engineering, Inc. 2008, Page 32 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Inc. Fax: (714) 630-6114 Phone: (714) 630-6100 SAMPLE CALCULATIONS (CONT.) SECTION 13, NO R.B.B. FOOTING SURCHARGE.- TABLE D - 3.00 FT. FROM WATER Demonstrating methodology used to calculate results shown in summary tables. OTMioad = 805 ft -Ib Overturning moment due to building surcharge MR = -735 ft -Ib MT = OTMsoji + OTMIoad+ MR = 2130 ft -Ib Vload = 280 Ib VT = Vsoil + Vload = 1231 Ib _ A P b d 0.003 k = (pn f + 2 pn — pn = 0.227 j = 1— 3 = 0.924 fs = A Td = 19828.1 psi < sl 2 MT fc= jkbd2 510.4 psi < v=KT-= 16.2 psi < Resisting moment due to weight of pool wall. (wall loaded by earth pressure and building surcharge) SEE POOL WALL SUMMARY Shear due to building surcharge 20000 psi OK 900 psi OK 49.2 psi OK W:\Details\Release\Calcs 2007\100NC CBC2007 [vl.23].pdf 09/15/2008 11:15:39 AM ©Pool Engineering, Inc. 2008, Page 33 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Inc. Fax: (714) 630-6114 Phone: (714) 630-6100 SAMPLE CALCULATIONS SECTION 13, NO R.B.B. RESISTING MOMENT METHODOLOGY FOOTING SURCHARGE - TABLE D - 3.00 FT. FROM WATER WALL LOADED BY EARTH PRESSURE AND 2 -STORY BUILDING SURCHARGE A,= 0.500 ft W,= 75.00 Ib M,= .112.50 ft4b Ar 0.375 ft2 Wr 56.25 lb M== .78.12 ft4b Aa= 0.250 fly Wa= 37.50 Ib Ma= 46.87 ft4b A,= 0.250 fz W.= 37.50 Ib M4= 46.87 ft -Ib Aa-- 0.250 ft2 Wa= 37.50 lb Ma= 46.87 ft -Ib Aa= 0.250 ft2 Wa= 37.50 Ib Ma= 46.87 ft4b A,= 0.250 flz W7= 37.50 Ib M7= 46.87 ft4b Aa= 0.269 ft2 Wa= 40.33 lb Ma= -50.85 ft4b Aa= 0.309 ft2 W,= 46.33 lb M.= -57.11 ft4b A,o= 0.342 ft 51.27 Ib M,.= -60.52 ft4b A„= 0.357 ft2 W„= 53.49 lb M„= -55.48 ft4b A, = 0.388 ft W„= 58.16 Ib M,r -49.37 ft -Ib A,a= 0.414 12 W,�= 62.17 lb M,a= -36.36 ft -Ib RMA= Ml+M2+M3+h +M9+M1f W:\Details\Release\Calcs 2007\100NC CBC2007 [v1.23].pdf 09/15/2008 11:15:39 AM © Pool Engineering, Inc. 2008, Page 34 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 inc. Fax: (714) 630-6114 Phone: (714) 630-6100 POOL WALL SUMMARY NO R.B.B. FOOTING SURCHARGE - TABLE D - 3.00 FT. FROM WATER YSoa 45 pcf H 8.5 ft I RBB 0.0 ft R 5.0 ft Section H1 ' ft. H2 ft. t in. d in. c in. SOIL LOADS SOIL+LOADS Vertical Steel As int Ds in. OTM ft -Ib V Ib OTM ft -Ib V Ib MR ft -Ib MT ft -Ib Ib 1 0.0 0.5 12.0 8.81 8.63 1 6 0 0 -38 -37 6 #3 @ 12" 0.110 0.375 2 0.5 1.0 6.0 2.81 2.63 8 23 0 0 -59 -52 23 #3 @ 12" 0.110 0.375 3 1.0 1.5 6.0 2.81 2.63 25 51 1 7 -69 -42 58 #3 @ 12" 0.110 0.375 4 1.5 2.0 6.0 2.81 2.63 60 90 9 28 -78 -9 118 #3 @ 12" 0.110 0.375 5 2.0 2.5 6.0 2.81 2.63 117 141 31 62 -88 61 203 #3 @ 12" 0.110 0.375 6 2.5 3.0 6.0 2.81 2.63 203 203 72 102 -97 178 305 #3 @ 12" 0.110 0.375 7 3.01 3.5 6.01 2.81 2.63 3221 276 1331 140 -106 348 416 #3 @ 12" 0.110 0.375 8 3.5 4.0 7.0 3.81 3.63 480 360 212 176 -126 566 536 #3 @ 12" 0.110 0.375 9 4.0 4.5 8.0 4.81 4.63 683 456 308 206 -168 823 662 #3 @ 12" 0.110 0.375 10 4.5 5.0 8.0 4.81 4.63 938 563 417 231 -242 1113 794 #3 @ 6" 0.221 0.375 11 5.0 5.5 8.5 5.31 5.13 1248 681 538 251 -352 1434 932 #3 @ 6" 0.221 0.375 12 5.5 6.0 8.5 5.31 5.13 1620 810 668 268 -511 1777 1078 #3 @ 6" 0.221 0.375 13 6.0 6.5 9.5 6.31 6.13 2060 951 805 280 -735 2130 1231 #3 @ 6" 0.221 0.375 14 6.5 7.0 10.5 7.31 7.13 2573 1103 948 291 -1055 2466 1394 #3 @ 6" 0.221 0.375 15 7.0 7.5 11.5 8.31 8.13 3164 1266 1095 299 -1529 2730 1565 #3 @ 6" 0.221 0.375 16 7.5 8.0 11.5 8.31 8.13 3840 1440 1246 305 -2297 2789 1745 #3 @ 6" 0.221 0.375 17 8.0 8.5 11.51 8.31 8.131 46061 16261 1400 310 -5005 1001 1936 #3 @ 6" 0.221 0.375 Section H1 ft. H2 ft. t in. d in. c in. SOIL+LOADS P k � fs psi fsa,i psi fc psi fcaii psi v psi vain psi 1 0.0 0.5 12.0 8.81 8.63 0.001 0.143 0.952 -473.3 20000.0 -6.9 1125.0 0.1 55.0 2 0.5 1.0 6.0 2.81 2.63 0.003 0.238 0.921 -2176.8 20000.0 -59.8 1125.0 0.7 55.0 3 1.0 1.5 6.0 2.81 2.63 0.003 0.238 0.921 -1780.8 20000.0 -48.9 1125.0 1.7 55.0 4 1.5 2.0 6.0 2.81 2.63 0.003 0.238 0.921 -382.9 20000.0 -10.5 1125.0 3.5 55.0 5 2.0 2.5 6.0 2.81 2.63 0.003 0.238 0.921 2546.6 20000.0 70.0 1125.0 6.0 55.0 6 2.5 3.0 6.0 2.81 2.63 0.003 0.238 0.921 7453.7 20000.0 204.8 1125.0 9.0 55.0 7 3.0 3.5 6.0 2.81 2.63 0.003 0.238 0.921 14616.2 20000.0 401.6 1125.0 12.3 55.0 8 3.5 4.0 7.0 3.81 3.63 0.002 0.209 0.930 17342.2 20000.0 401.5 1125.0 11.7 55.0 9 4.0 4.5 8.0 4.81 4.63 0.002 0.188 0.937 19821.4 20000.0 403.3 1125.0 11.5 55.0 10 4.5 5.0 8.0 4.81 4.63 0.004 0.255 0.915 13723.8 20000.0 412.2 1125.0 13.7 55.0 11 5.01 5.5 8.5 5.31 5.13 0.003 0.244 0.919 15963.8 20000.0 453.1 1125.0 14.6 55.0 12 5.5 6.0 8.5 5.31 5.13 0.003 0.244 0.919 19784.5 20000.0 561.6 1125.0 16.9 55.0 13 6.0 6.5 9.5 6.31 6.13 0.0031 0.227 0.924 19828.1 20000.0 510.4 1125.0 16.2 55.0 14 6.5 7.0 10.5 7.31 7.13 0.003 0.212 0.929 19714.8 20000.0 467.3 1125.0 15.9 55.0 15 7.0 7.5 11.5 8.31 8.13 0.002 0.201 0.933 19122.1 20000.0 422.0 1125.0 15.7 55.0 16 F- 7.5 8.0 11.5 8.31 8.13 0.002 0.201 0.933 19530.8 20000.0 431.0 1125.0 17.5 55.0 17 8.01 8.51 11.51 8.31 8.13 0.002 0.201 0.933 7011.9 20000.0 154.7 1125.0 19.4 55.0 W:\Details\Release\Calcs 2007\100NC CBC2007 [v1.23].pdf 09/15/2008 11:15:39 AM @ Pool Engineering, Inc. 2008, Page 35 of 51 lapool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 inc. Fax: (714) 630-6114 Phone: (714) 630-6100 RESISTING MOMENTS MGM (OFFSETS EARTH PRESSURE MOMENTS AND FOOTING SURCHARGE) TABLE D - 3.00 FT. FROM WATER VS01L 45 pd H 8.5 ft R88 0.0 ft R 5.0 ft Section 1 2 3 4 5 6 7 8 9 10 11 12 RM H2 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 Weight 75.00 56.25 37.50 37.50 37.50 37.50 37.50 40.33 46.33 51.27 53.49 58.16 1 0.5 75.0 0.50 37.50 -37.50 2 1.0 56.3 0.50 0.39 37.50 21.88 -59.38 3 1.5 37.5 0.50 0.39 0.25 37.50 21.88 9.38 -68.75 4 2.0 37.5 0.50 0.39 0.25 0.25 37.50 21.88 9.38 9.38 -78.13 5 2.5 37.5 0.50 0.39 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 -87.50 6 3.0 37.5 0.50 0.39 0.25 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 9.38 -96.88 7 3.5 37.5 0.50 0.39 0.25 0.25 0.25 0.25 0.25 37.50 21.88 9.38 9.38 9.38 9.38 9.38 -106.25 8 4.0 40.3 0.53 0.41 0.28 0.28 0.28 0.28 0.28 0.29 39.38 23.28 10.31 10.31 10.31 10.31 10.31 11.53 -125.77 9 4.5 46.3 0.60 0.49 0.35 0.35 0.35 0.35 0.35 0.36 0.33 45.08 27.56 13.16 13.16 13.16 13.16 13.16 14.59 15.46 -168.50 10 5.0 51.3 0.73 0.62 0.48 0.48 0.48 0.48 0.48 0.49 0.46 0.41 54.77 34.83 18.01 18.01 18.01 18.01 18.01 19.80 21.45 21.06 -241.97 11 5.5 53.5 0.92 0.81 0.67 0.67 0.67 0.67 0.67 0.68 0.65 0.60 0.45 68.81 45.36 25.03 25.03 25.03 25.03 25.03 27.35 30.11 30.66 24.32 -351.74 12 6.0 58.2 1.17 1.06 0.92 0.92 0.92 0.92 0.92 0.93 0.90 0.85 0.71 0.52 87.74 59.56 34.50 34.50 34.50 34.50 34.50 37.53 41.81 43.60 37.82 30.17... -510.70 13 6.5 62.2 1.50 1.39 1.25 1.25 1.25 1.25 1.25 1.26 1.23 1.18 1.04 0.85 112.50 78.12 46.87 46.87 46.87 46.87 46.87 50.85 57.11 60.52 55.48 49.37... -734.68 14 7.0 70.9 1.93 1.82 1.68 1.68 1.68 1.68 1.68 1.69 1.66 1.61 1.47 1.28 144.70 102.27 62.97 62.97 62.97 62.97 62.97 68.16 76.99 82.53 78.44 74.34... -1054.66 15 7.5 85.3 2.50 2.39 2.25 2.25 2.25 2.25 2.25 2.26 2.23 2.18 2.04 1.85 187.50 134.37 84.37 84.37 84.37 84.37 84.37 91.18 103.44 111.79 108.97 107.53... -1528.86 16 8.0 107.2 3.32 3.21 3.07 3.07 3.07 3.07 3.07 3.08 3.05 3.00 2.86 2.67 249.04 180.53 115.15 115.15 115.15 115.15 115.15 124.28 141.45 153.86 152.86 155.25... -2297.45 17 8.5 465.2 5.50 5.39 5.25 5.25 5.25 5.25 5.25 5.26 5.23 5.18 5.04 4.85 412.50 303.13 196.88 196.88 196.88 196.88 196.88 212.18 242.43 265.59 269.43 282.01 ... -5004.80 W:\Details\Release\Calcs 2007\100NC CBC2007 [v1.23].pdf 09/15/2008 11:15:39 AM © Pool Engineering, Inc. 2008, Page 36 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807' Fax: (714) 630-6114 inc. Phone: (714) 630-6100 RESISTING MOMENTS cont. NO R.B.B. OFFSETS EARTH PRESSURE MOMENTS AND FOOTING SURCHARGE TABLE D - 3.00 FT. FROM WATER Ysoa 45 pcf H 8.5 ft R88 0.0 ft R 5.0 ft Section --s- 13 14 15 16 17 RM H2 --► 6.5 7.0 7.5 8.0 8.5 Weight 62.17 70.92 85.33 107.23 465.20 1 0.5 75.0 -37.50 2 1.0 56.3 -59.38 - 3 1.5 37.5 -68.75 4 2.0 37.5 -78.13 5 2.5 37.5 -87.50 6 3.0 37.5 -96.88 7 3.5 37.5 -106.25 8 4.0 40.3 -125.77 9 4.5 46.3 -168.50 10 5.0 51.3 -241.97 11 5.5 53.5 -351.74 12 6.0 58.2 -510.70 13 6.5 62.2 0.58 ... 36.36 -734.68 14 7.0 70.9 1.01 0.70 ... 63.05 49.32 -1054.66 15 7.5 85.3 1.58 1.27 0.87 ... 98.53 89.79 73.89 -1528.86 16 8.0 107.2 2.41 2.09 1.69 1.15 ... 149.54 147.98 143.91 123.03 -2297.45 17 8.5 465.2 4.58 4.27 3.87 3.33 1.63 ... 285.03 302.55 329.88 3.56.73 758.97 -5004.80 t W:\Details\Release\Calcs 2007\100NC CBC2007 [v1.23].pdf 09/15/2008 11:15:39 AM © Pool Engineering, Inc. 2008, Page 37 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Inc. Fax: (714) 630-6114 SOIL Phone: (714) 630-6100 POOL WALL SUMMARY FOOTING SURCHARGE -TABLED - 3.00 FT. FROM WATER rSOa 65 pcf H 8.5 ft RBB 0.0 ft R 5.0 ft Section H1 ft. H2 ft. t in. d in. c in. SOIL LOADS SOIL+LOADS Vertical Steel As int Ds in. OTM ft -Ib V Ib OTM ft -Ib V Ib MR ft -Ib MT ft -Ib Ib 1 0.0 0.5 12.0 8.81 8.63 1 8 0 0 -38 -36 8 #3 @ 12" 0.110 0.375 2 0.5 1.0 8.0 4.81 4.63 11 33 0 0 -64 -53 33.#3 @ 12" 0.110 0.375 3 1.0 1.5 8.0 4.81 4.63 37 73 1 7 -81 -43 80 #3 @ 12" 0.110 0.375 4 1.5 2.0 8.0 4.81 4.63 87 130 9 28 -97 -2 158 #3 @ 12" 0.110 0.375 5 2.0 2.5 8.0 4.81 4.63 169 203 31 62 -114 86 265 #3 @ 12" 0.110 0.375 6 2.5 3.0 8.0 4.81 4.63 293 293 72 102 -131 234 395 #3 @ 12" 0.110 0.375 7 3.0 3.5 8.0 5.31 5.13 464 398 133 140 -147 450 538 #3 @ 12" 0.110 0.375 8 3.5 4.0 9.0 6.31 6.13 693 520 212 176 -176 729 696 #3 @ 12" 0.110 0.375 9 4.0 4.5 10.0 7.31 7.13 987 658 308 206 -234 1061 864 #3 @ 12" 0.110 0.375 10 4.5 5.0 10.01 7.31 7.131 1354 813 417 231 -330 1441 1044 #3 @ 6" 0.221 0.375 11 5.0 5.5 10.5 7.31 7.13 1802 983 538 251 -472 1869 1234 #3 @ 6" 0.221 0.375 12 5.5 6.0 10.5 8.31 8.13 2340 1170 668 268 -674 2334 1438.0 @ 6" 0.221 0.375 13 6.0 6.5 11.5 9.31 9.13 2975 1373 805 280 -957 2823 1653 #3 @ 6" 0.221 0.375 14 6.5 7.0 12.5 10.31 10.13 3716 1593 948 291 -1359 3305 1884 #3 @ 6" 0.221 0.375 15 7.0 7.5 13.5 10.81 10.63 4570 1828 1095 299 -1948 3717 2127 #3 @ 6" 0.221 0.375 161 7.51 8.01 13.5 11.31 11.13 5547 2080 1246 305 2894 3899 2385 #3 @ 6" 1 0.2211 0.375 17 8.0 8.5 13.5 11.31 11.13 6653 2348 1400 310 6247 1807 2658 #3 @ 6" 0.221 0.375 Section H1 ft.in H2 ft. t in. d in. c in. SOIL+LOADS p k j fs psi fseii psi fc psi fceii psi v psi Vail psi 1 0.0 0.5 12.0 8.81 8.63 0.001 0.143 0.952 -467.9 20000.0 -6.8 1125.0 0.1 55.0 2 0.5 1.0 8.0 4.81 4.63 0.002 0.188 0.937 -1277.9 20000.0 -26.0 1125.0 0.6 55.0 3 1.0 1.5 8.0 4.81 4.63 0.002 0.188 0.937 -1035.5 20000.0 -21.1 1125.0 1.4 55.0 4 1.5 2.0 8.0 4.81 4.63 0.002 0.188 0.937 -37.5 20000.0 -0.8 1125.0 2.7 55.0 5 2.0 2.5 8.0 4.81 4.63 0.002 0.188 0.937 2080.6 20000.0 42.3 1125.0 4.6 55.0 6 2.5 3.0 8.0 4.81 4.63 0.002 0.188 0.937 5634.8 20000.0 114.6 1125.0 6.8 55.0 7 3.0 3.5 8.0 5.31 5.13 0.002 0.180 0.940 9795.7 20000.0 188.7 1125.0 8.4 55.0 8 3.5 4.0 9.0 6.31 6.13 0.001 0.166 0.945 13283.0 20000.0 232.9 1125.0 9.2 55.0 9 4.0 4.5 10.0 7.31 7.13 0.001 0.156 0.948 16626.8 20000.0 269.1 1125.0 9.8 55.0 10 4.5 5.0 10.0 7.31 7.13 0.003 0.212 0.929 11519.3 20000.0 273.0 1125.0 11.9 55.0 11 5.0 5.5 10.5 7.31 7.13 0.003 0.212 0.929 14940.6 20000.0 354.1 1125.0 14.1 55.0 12 5.5 6.0 10.5 8.31 8.13 0.002 0.201 0.933 16346.6 20000.0 360.7 1125.01 14.4 55.0 13 6.0 6.5 11.5 9.31 9.13 0.002 0.191 0.936 17585.1 20000.0 364.4 1125.0 14.8 55.0 14 6.5 7.0 12.5 10.31 10.13 0.002 0.182 0.939 18536.3 20000.01 363.1 1125.0 15.2 55.0 15 7.0 7.5 13.5 10.81 10.63 0.002 0.178 0.941 19856.9 20000.0 378.9 1125.0 16.4 55.0 16 7.5 8.0 13.5 11.31 11.13 0.002 0.175 0.942 19882.3 20000.0 370.1 1125.0 17.6 55.0 171 8.018.5 13.5 11.31 11.13 0.002 0.175 0.942 9212.0 20000.0 171.5 1125.0 19.61 55.0 W:\Details\Release\Calcs 2007\100NC CBC2007 [v1.23].pdf 09/15/2008 11:15:39 AM @ Pool Engineering, Inc. 2008, Page 38 of 51 lapool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 inc. Fax: (714) 630-6114 Phone: (714) 630-6100 -RESISTING MOMENTS (OFFSETS EARTH PRESSURE MOMENTS) FOOTING SURCHARGE - TABLE D - 3.00 FT. FROM WATER rsoa 65 p H 8.5 ft RBB 0.0 ft R 5.0 ft Section ---o. 1 2 3 4 5 6 7 8 9 10 11 12 RM H2 -► 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 Weight 75.00 62.50 50.00 50.00 50.00 50.00 50.00 52.77 58.71 63.98 66.45 71.51 1 0.5 75.0 0.50 37.50 -37.50 2 1.0 62.5 0.50 0.42 37.50 26.39 -63.89 3 1.5 50.0 0.50 0.42 0.33 37.50 26.39 16.67 -80.56 4 2.0 50.0 0.50 0.42 0.33 0.33 37.50 26.39 16.67 16.67 -97.22 5 2.5 50.0 0.50 0.42 0.33 0.33 0.33 37.50 26.39 16.67 16.67 16.67 -113.89 6 3.0 50.0 0.50 0.42 0.33 0.33 0.33 0.33 37.50 26.39 16.67 16.67 16.67 16.67 -130.56 7 3.5 50.0 0.50 0.42 0.33 0.33 0.33 0.33 0.33 37.50 26.39 16.67 16.67 16.67 16.67 16.67 -147.22 8 4.0 52.8 0.53 0.45 0.36 0.36 0.36 0.36 0.36 0.37 39.38 27.96 17.92 17.92 17.92 17.92 17.92 19.45 -176.39 9 4.5 58.7 0.60 0.52 0.43 0.43 0.43 0.43 0.43 0.44 0.41 45.08 32.70 21.72 21.72 21.72 21.72 21.72 23.46 24.34 -234.16 10 5.0 64.0 0.73 0.65 0.56 0.56 0.56 0.56 0.56 0.57 0.54 0.50 54.77 40.78 28.18 28.18 28.18 28.18 28.18 30.28 31.93 31.71 -330.38 11 5.5 66.4 0.92 0.84 0.75 0.75 0.75 0.75 0.75 0.76 0.73 0.68 0.54 68.81 52.48 37.54 37.54 37.54 37.54 37.54 40.16 42.91 43.68 35.97 -471.69 12 6.0 71.5 1.17 1.09 1.00 1.00 1.00 1.00 1.00 1.01 0.98 0.94 0.79 0.61 87.74 68.26 50.16 50.16 50.16 50.16 50.16 53.48 57.73 59.83 52.75 43.49... -674.07 13 6.5 76.3 1.50 1.42 1.33 1.33 1.33 1.33 1.33 1.34 1.31 1.27 1.12 0.94 112.50 88.89 66.67 66.67 66.67 66.67 66.67 70.90 77.11 80.95 74.68 67.10... -957.35 14 7.0 85.7 1.93 1.85 1.76 1.76 1.76 1.76 1.76 1.77 1.74 1.69 1.55 1.37 144.70 115.72 88.13 88.13 88.13 88.13 88.13 93.55 102.31 108.42 103.21 97.80... -1358.86 15 7.5 100.2 2.50 2.42 2.33 2.33 2.33 2.33 2.33 2.34 2.31 2.27 2.12 1.94 187.50 151.39 116.67 116.67 116.67 116.67 116.67 123.67 135.82 144.93 141.13 138.61 ... -1948.16 16 8.0 123.5 3.32 3.24 3.15 3.15 3.15 3.15 3.15 3.16 3.13 3.09 2.94 2.76 249.04 202.67 157.69 157.69 157.69 157.69 157.69 166.96 183.99 197.43 195.66 197.29... -2893.68 17 8.5 574.0 5.50 5.42 5.33 5.33 5.33 5.33 5.33 5.34 5.31 5.27 5.12 4.94 412.50 338.89 266.67 266.67 266.67 266.67 266.67 281.97 311.93 336.87 340.48 353.15... -6246.51 W:\Details\Release\Calcs 2007\100NC CBC2007 [v1.23].pdf 09/15/2008 11:15:39 AM © Pool Engineering, Inc. 2008, Page 39 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 inc. Fax: (714) 630-6114 Phone: (714) 630-6100 RESISTING MOMENTS cont. NO R.B.B. (OFFSETS EARTH PRESSURE MOMENTS) FOOTING SURCHARGE - TABLE D - 3.00 FT. FROM WATER YsOa 65 pcf H 8.5 ft I RBB 0.0 ft R 5.0 ft Section 13 14 15 16 17 RM H2 6.5 7.0 7.5 8.0 8.5 Weight 76.31 85.70 100.20 123.46 573.97 1 0.5 75.0 W:\Details\Release\Calcs 2007\100NC CBC2007 [v1.23].pdf 09/15/2008 11:15:39 AM © Pool Engineering, Inc. 2008, Page 40 of 51 -37.50 2 1.0 62.5 -63.89 3 1.5 50.0 -80.56 4 2.0 50.0 -97.22 5 2.5 50.0 -113.89 6 3.0 50.0 -130.56 7 3.5 50.0 -147.22 8 4.0 52.8 -176.39 9 4.5 58.7 -234.16 10 5.0 64.0 -330.38 11 5.5 66.4 -471.69 12 6.0 71.5 -674.07 13 6.5 76.3 0.68 ... 51.88 -957.35 14 7.0 85.7 1.11 0.79 ... 84.64 67.87 -1358.86 15 7.5 100.2 1.68 1.36 0.97 128.19 116.77 96.82 -1948.16 16 8.0 123.5 2.50 2.18 1.79 1.26 ... 190.80 187.09 179.04 155.23 -2893.68 17 8.5 574.0 4.68 4.36 3.97 3.44 1.72 ... 357.10 373.86 397.43 424.30 984.69 -6246.51 W:\Details\Release\Calcs 2007\100NC CBC2007 [v1.23].pdf 09/15/2008 11:15:39 AM © Pool Engineering, Inc. 2008, Page 40 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Inc. Fax: (714) 630-6114 Phone: (714) 630-6100 BOUSSINESQ RESULTS NO R.B.B. FOOTING SURCHARGE - TABLE D - 3.00 FT. FROM WATER � XL =varies P , YL = 3.25 ft P= 1500 Ib 1 Sec 1-11 ft. H2 ft. z ft. ay psf VLOAD Ib OTMLOAD Ib 1 0.0 0.5 0.0 0.0 0 0 21 0.5 1.0 0.01 0.0 0 0 3 1.0 1.5 0.5 26.5 7 1 4 1.5 2.0 1.0 59.5 28 9 5 2.0 2.5 1.5 76.9 62 31 6 2.5 3.0 2.0 80.5 102 72 7 3.0 3.5 2.5 75.2 1401 133 81 3.514.0 3.01 65.7 176 212 9 4.0 4.5 3.5 55.1 206 308 10 4.5 5.0 4.0 45.0 231 417 11 5.0 5.5 4.5 36.2 251 538 12 5.5 6.0 5.0 28.9 2681 668 131 6.0 6.5 5.5 22.9 280 805 • 14 6.5 7.0 6.0 18.0 291 948 15 7.0 7.5 6.5 14.1 299 1095 16 7.5 8.0 7.0 11.0 305 1246 17 8.0 8.5 7.5 8.51 310 1400 J X Boussinesq equation for point load (Das, pg. 123-125) Line Load approximated by a series of point loads parallel to pool wall. 'Das, B. M. (2000). Fundamentals of Geotechnical Engineering 1 st ed. USA: Brooks/Cole, A Division of Thomson Learning. W:\Details\Release\Calcs 2007\100NC CBC2007 [v1.23].pdf 09/15/2008 11:15:39 AM © Pool Engineering, Inc. 2008, Page 41 of 51 3"-�l-2µ)•L-L2' -z z z =P 2 rt LS + •(L+ z)" 0.2 'Das, B. M. (2000). Fundamentals of Geotechnical Engineering 1 st ed. USA: Brooks/Cole, A Division of Thomson Learning. W:\Details\Release\Calcs 2007\100NC CBC2007 [v1.23].pdf 09/15/2008 11:15:39 AM © Pool Engineering, Inc. 2008, Page 41 of 51 ��■ pool ee■ none.L- engineering 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 STRUCTURAL CALCULATIONS SWIMMING POOL CALCULATIONS SHALLOW/DEEP END RAMP METHODOLOGY The following pages demonstrate the basic calculations which are summarized in the Pool Wall Summary Tables W:\Details\Release\Calcs 2007\100NC CBC2007 [v1.23].pdf 09/15/2008 11:15:39 AM © Pool Engineering, Inc. 2008, Page 42 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 SWIMMING POOL CALCULATIONS NOTATION f., : specific compressive strength of concrete (psi) wc : weight of concrete (pcf) fca„ = 0.45f. : allowable extreme fiber stress in compression for concrete (psi) ACI 318-99 Section A.3.1 (a)1 vc = 1.1 f� : permissible shear stress carried by concrete (psi) ACI 318-99.Section A.3.1(b)1 Ec = 57000 f� : modulus of elasticity of concrete (psi) ACI 318-99 Section 8.5.11 fy = 40000 : specified yield strength of reinforcement (psi) fsaii = 20000 [GRADE 40, 50], 24000 [GRADE 601 : permissible tensile strength inreinf. (psi) ACI 318-99 Section A.3.21 ES = 29000000 : modulus of elasticity of reinforcement (psi) ACI 318-99 Section 8.5.21 Ys : equivalent fluid pressure of soil (pcf) n= Es : modular ratio of elasticity EC b : width of compression face of member (in) cover : 3 in. minimum for Concrete cast against and permanently exposed to earth. ACI 318-99 Section 7.7.1(a)1 SEE CALCULATION METHODOLOGY: H : total height of pool wall including bond beam (ft) RBB : distance from top of bond beam to surface of water (ft.) R : Radius of pool wall curvature (ft) t : thickness of pool wall at particular height (in) d, = t - d2 : distance from extreme compression fiber to centroid of tension reinforcement (in) d necessary to resist earth pressure and additional load due to vertical surcharge d2 = cover + (Ds/2) : distance from extreme compression fiber to centroid of tension reinforcement (in) d necessary to resist water pressure H, : top depth of particular section (ft) H2 : bottom depth of particular section (ft) HW : water depth (ft) OTM = 1yH21�, : over -turning moment (ft -lbs) V = 2 yHZ,�, : shear (lbs) MR : Moment Resisting (ft -lbs) MT = OTM + MR : Net Moment (ft -lbs) VT = V : Net Shear (Ibs) AS : area of nonprestressed tension reinforcement (in2) DS : Diameter of reinforcement (in) A : ratio of tension reinforcement P bd k= (pny+2pn—pn j=1-3 fs = A Td : average stress in the steel (psi) 51 fc = kbd2 : maximum compressive stress at the top of the compressive zone (psi) v = VT : design shear stress (psi) bd 1Per ACI 318-05 Section R1.1, The Alternate Design Method of the 1999 Code may be used in place of the applicable sections of the 2005 code. W:\Details\Release\Calcs 2007\100NC CBC2007 [v1.23].pdf 09/15/2008 11:15:39 AM © Pool Engineering, Inc. 2008, Page 43 of 51 pool engineering Inc. RESISTING 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 MOMENT METHODOLOGY OFFSETS EARTH PRESSURE LOAD DIAGRAM DUE TO EARTH PRESSURE SHALLOW/DEEP END RAMP - DETAIL #11 0 W:\Details\Release\Calcs 2007\100NC CBC2007 [vl.23].pdf 09/15/2008 11:15:39 AM © Pool Engineering, Inc. 2008, Page 44 of 51 ■■■ .. . eRO nnbb�" 1201 N. Tustin Avenue Anaheim, CA 92807 Fax: (714) 630-6114 Phone: (714) 630-6100 RESISTING MOMENT METHODOLOGY WALL LOADED BY WATER PRESSURE SHALLOW/DEEP END RAMP - DETAIL #11 W:\Details\Release\Calcs 2007\100NC CBC2007 [v1.23].pdf 09/15/2008 11:15:39 AM © Pool Engineering, Inc. 2008, Page 45 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 inc. Fax: (714) 630-6114 Phone: (714) 630-6100 SAMPLE CALCULATIONS SECTION 10, NO R.B.B. SHALLOW/DEEP END RAMP - DETAIL #11 Demonstrating methodology used to calculate results shown in summary tables. f,' = 2500 psi (Oc = 150 pcf fca„ = 0.45fc' = 1125 psi or = 1.1 fc' = 55.0 psi Ec= 57000 Y = 2850000 psi fy = 40000 psi fsa„ = 20000 psi E, = 2.9E+07 psi Ys = 60 pcf yW = 62.4 pcf n = Es/Ec = 10.18 b = 12 in cover = 3 in H = 8.5 ft Try wall thickness t = 10.5 in at a depth of H2 = 5.0 ft Try vertical steel = #3 @ 6" Ds = 0.375 in As = 0.221 in` d, = t - d2 = 3.00 in d2 = cover + (DS/2) 7.50 in OTMsoiL = 6 YS HZ = 1250 ft -Ib VT = VsoiL = 1 2 Y5 H2 2 = 750 Ib W:\Details\Release\Calcs 2007\100NC CBC2007 [v1.23].pdf FROM ACI 318-99 Section A.3.1 (a) FROM ACI 318-99 Section A.3.1 (b) FROM ACI 318-99 Section 8.5.1 FROM ACI 318-99 Section A.3.2 FROM ACI 318-99 Section 8.5.2 FROM ACI 318-99 Section 7.7.1(a) Overturning moment due to earth pressure Shear due to earth pressure 09/15/2008 11:15:40 AM © Pool Engineering, Inc. 2008, Page 46 of 51 Ilkpool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 inc. Fax: (714) 630-6114 Phone: (714) 630-6100 SAMPLE CALCULATIONS (CONT.) SECTION 10, NO R.B.B. SHALLOW/DEEP END RAMP - DETAIL #11 Demonstrating methodology used to calculate results shown in summary tables. MR = -473 ft -Ib Resisting moment due to weight of pool wall. (wall loaded by earth pressure) MT = OTMso;i + MR = 777 ft -lb SEE POOL WALL SUMMARY A _ P bd 0.006 k=(pn) +2pn — pn = 0.296 j=1-3 = 0.901 fs = MT = 15608.2 psi < 20000 psi OK ASJd, fc = k b d,Z 646.2 psi < 1125 psi OK u =KT = 20.8 psi < 55.0 psi OK OTMWatef = 6 yW HW = -1300 ft -Ib Overturning moment due to water pressure VT = V.tef = 2 yW HW = -780 Ib Shear due to water pressure MR = 165 ft -Ib Resisting moment due to weight of pool wall. (wall loaded by water pressure) MT = OTMWate, + MR = -1135 ft -Ib SEE POOL WALL SUMMARY P Ab d 0.002 k = (pn)z +2pn — pn = 0.200 j=1-3 = 0.933 fs = MT = 8805.1 psi < As J dz fc = 2b , 2 216.2 psi < u =d = 8.7 psi < z 20000 psi OK 1125 psi OK 55.0 psi OK W:\Details\Release\Calcs 2007\100NC CBC2007 [v1.23].pdf 09/15/2008 11:15:40 AM © Pool Engineering, Inc. 2008, Page 47 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 inc. Fax: (714) 630-6114 Phone: (714) 630-6100 SAMPLE CALCULATIONS SECTION 10, NO R.B.B. RESISTING MOMENT METHODOLOGY SHALLOW/DEEPEND RAMP - DETAIL #11 WALL LOADED BY EARTH PRESSURE A,= 0.5002 W,= 75.00 Ib M,= -54.77 ft -Ib Ar 0.490 ft2 W2= 73.44 lb Mr -52.87 ft4b A2= 0.479 fl2 W,= 71.88 Ib Mr .50.99 ft -Ib k=0 fl2 W,= 71.88 Ib M,= -50.99 ft4b A,= 0.469 ft2 W,= 70.31 Ib M,= 49.16 ft4b A,= 0.458 fl W,= 68.75 lb ,= -07.34 ft -Ib A,= 0.458 8 W,= 68.75 lb Mr 47.34 fl -Ib A,= 0.450 ft2 W,= 67.52 lb M,= 45.39 ft4b A,= 0.442 ft W,= 6fi.331b M,= -39.34 ft -Ib A„= 0.450 fl W„= 67.47 lb M„= -35.03 ft -Ib A„= 0.000 ft W„= 0.00 Ib M„= 0.00 ft -Ib A,2= 0.000 ft W,2= 0.00 Ib M,2= 0.00 ft4b A„= 0.000 f12W3= 0.00 Ib M,3= 0.00 ft -Ib RMA= Ml+M2+M3+� +My+Ml W:\Details\Release\Calcs 2007\100NC CBC2007 [v1.23].pdf 09/15/2008 11:15:40 AM © Pool Engineering, Inc. 2008, Page 48 of 51 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Inc. Fax: (714) 630-6114 SOIL Phone: (714) 630-6100 .POOL WALL SUMMARY SHALLOW/DEEP END RAMP - DETAIL #11 ,vs, 60 pcf H 6.0 ft RBB 0.0 ft R 2.5 ft Sec H1 ft. H2 ft. t in. d1 in. d2Vertical in. SOIL WATER Steel As int Ds in. OTM ft -Ib MR ft -Ib MT ft -Ib V Ib OTM ft -Ib MR ft -Ib MT ft -Ib V Ib 1 0.0 0.5 12.0 9.00 3.00 1 -38 -36 8 -1 38 36 -8 #3 @ 12" 0.110 0.375 2 0.5 1.0 11.5 3.00 8.50 10 -73 -63 30 -10 69 58 -31 #3 @ 12" 0.110 0.375 3 1.0 1.5 11.5 3.00 8.50 34 -108 -74 68 -35 103 68 -70 #3 @ 12" 0.110 0.375 4 1.5 2.0 11.5 3.00 8.50 80 -142 -62 120 -83 138 54 -125 #3 @ 12" 0.110 0.375 5 2.0 2.5 11.0 3.00 8.00 156 -175 -19 188 -163 157 -6 -195 #3 @ 12" 0.110 0.375 6 2.5 3.0 11.0 3.00 8.00 270 -207 63 270 -281 188 -92 -281 #3 @ 12" 0.110 0.375 7 3.0 3.5 11.0 3.00 8.00 429 -238 190 368 -446 220 -226 -382 #3 @ 12" 0.110 0.375 8 3.5 4.0 10.5 3.00 7.50 640 -282 358 480 -666 220 -446 -499 #3 @ 6" 0.221 0.375 9 4.0 4.5 10.5 3.00 7.50 911 -356 555 608 -948 208 -740 -632 #3 @ 6" 0.221 0.375 10 4.5 5.0 10.5 3.00 7.50 1250 -473 777 750 -1300 165 -1135 -780 #3 @ 6" 0.221 0.375 11 5.0 5.5 10.5 3.50 7.00 1664 -643 1020 908 -1730 82 -1648 -944 #3 @ 6" 0.221 0.375 121 5.51 6.01 11.0 4.00 7.001 2160 -8821 1278 1080 -2246 -41 -2288 -11231#3 @ 6" 0.221 0.375 Sec ft1 ft2 in. SOIL WATER p k j fs psi fsa„ psi fc psi v psi p k j fs psi fsa„ psi fc psi v psi 1 0.0 0.5 12.0 0.001 0.134 0.955 -458.1 20000.0 -7.0 0.1 0.003 0.221 0.926 1415.1 20000.0 39.4 0.2 2 0.51 1.01 11.5 0.003 0.221 0.926 -2480.7 20000.0 -69.0 0.8 0.001 0.138 0.954 782.3 20000.0 12.3 0.3 3 1.0 1.5 11.5 0.003 0.221 0.926 -2898.6 20000.0 -80.6 1.9 0.001 0.138 0.954 912.8 20000.0 14.3 0.7 4 1.5 2.0 11.5 0.003 0.221 0.926 -2436.9 20000.0 -67.8 3.3 0.001 0.138 0.954 729.8 20000.0 11.5 1.2 5 2.0 2.5 11.0 0.003 0.221 0.926 -744.8 20000.0 -20.7 5.2 0.001 0.142 0.953 78.6 20000.0 1.3 2.0 6 2.5 3.0 11.0 0.003 0.221 0.926 2470.0 20000.0 68.7 7.5 0.001 0.142 0.953 1315.7 20000.0 21.4 2.9 7 3.0 3.5 11.0 0.003 0.221 0.926 7443.9 20000.0 207.1 10.2 0.001 0.142 0.953 3220.0 20000.0 52.3 4.0 8 3.51 4.0 10.51 0.0061 0.296 0.901 7185.8 20000.0 297.51 13.3 0.0021 0.200 0.933 3459.0 20000.0 84.9 5.5 9 4.0 4.5 10.5 0.006 0.296 0.901 11151.9 20000.0 461.7 16.9 0.002 0.200 0.933 5740.0 20000.0 140.9 7.0 10 4.5 5.0 10.5 0.006 0.296 0.901 15608.2 20000.0 646.2 20.8 0.002 0.200 0.933 8805.1 20000.0 216.2 8.7 11 5.0 5.5 10.5 0.005 0.278 0.907 17454.9 20000.0 660.5 21.6 0.003 0.206 0.931 13733.7 20000.0 350.4 11.2 12 5.5 6.0 11.0 0.005 0.263 0.912 19017.8 20000.0 666.1 22.5 0.003 0.206 0.931 19062.8 20000.0 486.4 13.4 W:\Details\Release\Calcs 2007\100NC CBC2007 [v1.23].pdf 09/15/2008 11:15:40 AM @ Pool Engineering, Inc. 2008, Page 49 of 51 Poo l 1201 N. Tustin Avenue engineering Anaheim, CA 92807 Fax: (714) 630-6114 inc. Phone: (714) 630-6100 RESISTING MOMENTS NO R.B.B. WALL LOADED BY EARTH PRESSURE SHALLOW/DEEP END RAMP - DETAIL #11 7s01L 60 pcf H 6.0 ft RBB 0.0 ft R 2.5 ft Section 1 2 3 4 5 6 7 8 9 10 11 12 RM H2 -► 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 j Weight 75.00 73.44 71.88 71.88 70.31 68.75 68.75 67.52 66.33 67.47 69.38 72.32 1 0.5 75.0 0.50 37.50 -37.50 2 1.0 73.4 0.50 0.49 37.50 35.96 -73.46 3 1.5 71.9 0.50 0.49 0.48 37.50 35.96 34.44 -107.90 4 2.0 71.9 0.50 0.49 0.48 0.48 37.50 35.96 34.44 34.44 -142.34 5 2.5 70.3 0.50 0.49 0.48 0.48 0.47 37.50 35.96 34.44 34.44 32.96 -175.30 6 3.0 68.8 0.50 0.49 0.48 0.48 0.47 0.46 37.50 35.96 34.44 34.44 32.96 31.51 -206.81 7 3.5 68.8 0.50 0.49 0.48 0.48 0.47 0.46 0.46 37.50 35.96 34.44 34.44 32.96 31.51 31.51 -238.32 8 4.0 67.5 0.53 0.51 0.50 0.50 0.49 0.48 0.48 0.47 39.38 37.80 36.24 36.24 34.73 33.23 33.23 31.53 -282.38 9 4.5 66.3 0.60 0.59 0.58 0.58 0.57 0.56 0.56 0.54 0.46 45.08 43.38 41.70 41.70 40.07 38.46 38.46 36.66 30.76 -356.25 10 5.0 67.5 0.73 0.72 0.71 0.71 0.70 0.69 0.69 0.67 0.59 0.52 54.77 52.87 50.99 50.99 49.16 47.34 47.34 45.39 39.34 35.03 -473.22 11 5.5 69.4 0.92 0.91 0.90 0.90 0.89 0.88 0.88 0.86 0.78 0.71 0.56 68.81 66.61 64.44 64.44 62.31 60.21 60.21 58.02 51.75 47.65 38.93 -643.39 12 6.0 72.3. 1.17 1.16 1.15 1.15 1.14 1.13 1.13 1.11 1.03 0.96 0.81 0.61 87.74 85.15 82.59 82.59 80.06 77.56 77.56 75.07 68.49 64.69 56.45 44.40 -882.35 W:\Details\Release\Calcs 2007\100NC CBC2007 [v1.23].pdf 09/15/2008 11:15:40 AM © Pool Engineering, Inc. 2008, Page 50 of 51 111 pool 1201 N. Tustin Avenue engineering Anaheim, CA 92807 inc. Fax: (714) 630-6114 Phone: (714) 630-6100 RESISTING MOMENTS NO R.B.B. 'WALL LOADED BY WATER PRESSURE SHALLOW/DEEP END RAMP - DETAIL #11 Yson. 60 pcf I H 6.0 ft R88 0.0 ft R 2.5 ft Section -p- 1 2 3 4 5 6 7 8 9 10 11 12 RM H2- 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 Weight 75.00 73.44 71.88 71.88 70.31 68.75 68.75 67.52 66.33 67.47 69.38 72.32 1 0.5 75.0 0.50 37.50 37.50 2 1.0 73.4 0.46 0.47 34.38 34.42 68.79 3 1.5 71.9 0.46 0.47 0.48 34.38 34.42 34.44 103.23 4 2.0 71.9 0.46 0.47 0.48 0.48 34.38 34.42 34.44 34.44 137.67 5 2.5 70.3 0.42 0.43 0.44 0.44 0.45 31.25 31.36 31.45 31.4,5 31.49 156.99 6 3.0 68.8 0.42 0.43 0.44 0.44 0.45 0.46 31.25 31.36 31.45 31.45 31.49 31.51 188.50 7 3.5 68.8 0.42 0.43 0.44 0.44 0.45 0.46 0.46 31.25 31.36 31.45 31.45 31.49 31.51 31.51 220.01 8 4.0 67.5 0.36 0.37 0.38 0.38 0.39 0.40 0.40 0.42 27.00 27.19 27.37 27.37 27.50 27.61 27.61 28.23 219.88 9 4.5 66.3 0.29 0.30 0.31 0.31 0.32 0.33 0.33 0.35 0.43 21.70 22.00 22.29 22.29 22.53 22.75 22.75 23.45 28.29 208.06 10 5.0 67.5 0.18 0.19 0.20 0.20 0.21 0.22 0.22 0.24 0.32 0.39 13.52 14.00 14.46 14.46 14.87 15.26 15.26 16.10 21.06 26.41 165.39 11 5.5 69.4 0.02 0.03 0.04 0.04 0.06 0.07 0.07 0.08 0.16 0.24 0.38 1.81 2.53 3.23 3.23 3.89 4.52 4.52 5.55 10.70 15.88 26.39 82.24 12 6.0 72.3 -0.17 -0.16 -0.15 -0.15 -0.14 -0.13 -0.13 -0.11 -0.03 0.04 0.18 0.38 -12.90 -11.88 -10.87 -10.87 -9.91 -8.96 -8.96 -7.69 -2.31 2.64 12.78 27.77 -41.16 W:\Details\Release\Calcs 2007\100NC CBC2007 [v1.23].pdf 09/15/2008 11:15:40 AM © Pool Engineering, Inc. 2008, Page 51 of 51 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: 2367 DAYTON RD Owner: Permit NO: B07-0574 APN: 039-080-095 TEAGUE, MATTHEW B & LAUF Issued Date: 5/1/2007 By GLB Permit type: MISCELLANEOUS 2367 DAYTON RD Subtype: Ag Exempt CHICO, CA 95928 Expiration Date: 4/30/2008 Description: AG BUILDING - LIVESTOCK & TR (530) 893-1350 Occupancy: U-3 Zoning: A-20 Contractor Applicant: Square Footage: TEAGUE, MATTHEW B & LAURIE TEAGUE, MATTHEW B & LA Building Garage Remdl/Addn 2367 DAYTON RD 2367 DAYTON RD CHICO, CA 95928 CHICO, CA 95928 (530)893-1350 (530)893-1350 Other Porch/Patio Total 2,400 2,400 FEE INFORMATION DBEH Building Review Fee $75.70 DBOMSCF Ag Exemption Permit $109.98 Total Charged: $185.68 Fees Paid: $185.68 Balance Due: $0.00 Receipt No: B2290 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors License No. / :lass / Expires I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License TEAGUE, MATTHEW B & LAUF / / Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Co 3e, and my license Pursuant to the provisions of the Contractor's License Law [Chapter 9 (commencing with Section 7000) is in full force and effect. of Division 3 of the Business and Professions Code] or that he or she is exempt therefrom and the X basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars 5/1/2007 [$500]; Please check one of the following: Contractors Signature Date ® I, AS OWNER OF THE PROPERTY, OR MY EMPLOYEES WITH WAGES AS THEIR SOLE COMPENSATION, WILL DO THE WORK, AND THE STRUCTURE IS NOT INTENDED OR OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of the property, who builds or improves thereon, and who does WORKERS' COMPENSATION DECLARATION I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarat ons: 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-INSLRE 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 Gode, 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 ❑ 1, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My Workers' Compensation insurance carrier The Contractors License Law dows not apply to an owner of the property who builds or improves and policy number are; thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors License Law.). Carrier: Policy Number: Exp. Date: (This section need not be completed if the permit is or one hundred dollars ($100) or less.) ❑ I AM EXEM un er Section B. & P.C. for this reason: ❑I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THI: PERMIT IS ISSUED, I shall not employ any person in any manner so as to become subjectto the Workers' Compensation laws of California, and agree that if I should become subject to L -ie workers' 5/1/2007 compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those 00neirs Si natur Date provisions. X 5/1/2007 I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE ISi1NLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnity, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, injury, including death, and property damage caused by, arising out of, or in any way connected with the issuance of 's permit. I hereby acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEfST AND use o ccu nc of any sidewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. Co ly n erjme above mentioned property for inspection purposes. I hereby certify that I am the or am authorized to act on the property owners behalf. �� U� 5/1/2007 J!�ame/6f CONSTRUCTION LENDING AGENCY 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction ler-ding agency for ittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ, code) ® Owner ❑ Contractor OR; DAgent for Owner ❑Agent for Contractor FILE COPY Lenders Address City State Zip BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net/dds AGRICULTURAL BUILDING EXEMPTION STATEMENT Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated or packaged, nor shall it be a place used by the public. Buildings used for purposes other than described above or that are located in a flood hazard zone are not eligible for an agricultural exemption. Authorization of an agricultural exemption permit by the Department of Development Services does not preclude any requirements and/or review by the Butte County Public Works Department, Butte County Fire Department, Butte County Environmental Health, or any state and federal agencies. Initials 1< AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. Initials Mf AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a manufactured home, and 23 feet from a commercial/industrial buildings Initials 0,r AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum 23 feet from a residence and a manufactured home, and 40 feet from a commercial/industrial buildings Site Address: 2367 DAYTON RD Permit No: B07-0574 APN: 039-080-095 Square Footage: 2,400 Permit Type:. MISCELLANEOUS Occupancy: U-3 Permit Subtype: Ag Exempt Zoning: A-20 Description: AG BUILDING - LIVESTOCK & TRACTOF Required Setbacks: Applicant: TEAGUE, MATTHEW B & LAURIE Front: 50' Side: 25' Rear: 25' 2367 DAYTON RD Type of Construction: CHICOCA95928 (530) 893-1350 Type of Siding: T-111 Owner: TEAGUE, MATTHEW B & LAURIE Est. Const. Cost: $ 30,000.00 2367 DAYTON RD CHICO, CA 95928 Roof Covering: Compostion (530) 893-1350 Floor Type: Concrete I declare under penalty of perjury that the building will be used as stated above, and the proposed use conforms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain the necessary permits, inspections and approvals to comply with the requirements in effect at ti a and prior to occupancy. Signature of owner: / Date: 3/22/2007 FILE COPY BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OFAPPLICA TION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" OWNER INFORMATION Last Name First Mailing AddressO ✓1120 1' City C1 l C 0 State Zip gggzg Phone gCL3_ (3 S O Fax E-mail -ittLCw CZ C.ttoLYwllC • ne CONTRACTOR Name Ow Address City State Zip Phone Fax E-mail Lic. # Class _ Name ARCHITECTIENGINEER Address City State Zip Phone Fax E-mail State License Number A i INFORMATION Name 501.nnC_ j ,duress State Zip Phone Fax I E-mail SIGNATURE PERMIT No. 5r� BIN # PROJECT LOCATION AP# O q — ()?.0— 0 q Property Address to vac J city CK` Lo gsc(2-92., WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address DESCRIPTION OR SCOPE OF WORK: Co o fo A& QV Sq FT- Living - Garage Open Cov ❑ Structure Suitt � - out Perm!ic ❑ Proposed Crano , of Occup^nc;, (Note pre !r,,;s use): For office use only: Zoning Flood [ aneSRA YesNo Occ. Type Const Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 Fax www.buttecounty.net/dds NOTICE TO BUILDERS Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: 0 Make sure your application is complete. 0 Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit. A permit may be renewed (for a fee) prior to expiration an indefinite number of times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications (not yet issued) must be requested within two years from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge of $54.99 to process the refund application will be assessed. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipalcodes.lexisnexis.com/codes/butteco/ Reference Number: B07-0574 Date: 03/22/2007 Location: 2367 DAYTON RD Parcel Number: 039-080-095 Owner Name: TEAGUE, MATTHEW B & LAURIE Phone: (530) 893-1350 Description: HOUSING FOR LIVESTOCK & TRACTOR 40X60 Signature of Property YOwner: Date: 03/22/2007 FILE Butte County Department of Public Works J. MICHAEL CRUMP, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Managment Program 7 County Center Drive Oroville, CA 75965 (530) 538-7266 Telephone (530) 538-7171 Fax www.buttecounty.net/dds National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN 1 ACRE 1 Reference Number: B07-0574 Date: 03/22/2007 Location: 2367 DAYTON RD By: TMP Parcel Number: 039-080-095 Sub Type: Ag Exempt Owner Name: TEAGUE, MATTHEW B & LAURIE Phone: (530) 893-1350 Description: HOUSING FOR LIVESTOCK & TRACTOR 40X60 By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the state of California Regional Water Quality Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for this project that disturbes one acre or more of land may result in revocation of grading and/or other permits or other santions provided by law. 0 1 Signed: Title: FILE Date: 03/22/2007 Butte County Department of Development Services TIM SNELIANGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 75965 (530) 538-7601 Telephone (530) 538-7785 Fax www.buttecounty.net/dds OWNER -BUILDER INFORMATION An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified. For your protection you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by he State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ° If you employ or otherwise engage any persons other than year immediate family, and the work (including materials and other costs) is $500 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. n If you are an employer, you must register with the state and federal government as an employer and you are subject to several obligations including state and federal e income tax withholding, federal social security taxes, workers/ compensation insurance, disability insurance costs, and unemployment compensation contributions. There may be financial risks to you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. ° For more specific information about your obligations under ;:ederal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small business Administration). For more specific information about your obligations under state law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are rut licensed contractors are allowed to perform their work personally or through thier own employees, without a license contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractor is to secure an "owner -builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contacting the Contractors' State License Board's automated telephone information system at 1-800-321 -CLSB (2752) or by accessing thier website at www.CSLB.ca.gov. PLEASE COMPLETE AND RETURN THE ENCLOSED ONNER-BUILDER VERIFICATION FORM SO THAT WE CAN CONFIRM THAT YOU ARE AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED UNTILL THE VERIFICATION IS RETURNED. CWNER BUILDER VERIFICATION PLEASE COMPLETE THIS FORM AS REQUIRED BY THE STATE OF CALIFORNIA (SENATE BILL NO. 831 EFFECTIVE JULY 1, 1980). NO BUILDING PERMIT WILL BE ISSUED UNTIL THIS VERIFICATION IS 2ECEWED. 1. I PERSONALLY PLAN TO PROVIDE THE MAJOR LA30R AND MATERIALS FOR CONSTRUCTION OF THE PROPOSED PROPERTY IMPROVEMENT. Q�R NO) 2. I (/HAVE NOT) SIGNED AN APPLICATION FOR A BUILDING PERMIT FOR THE PROPOSED WORK. 3. I HAVE CONTRACTED WITH THE FOLLOWING PERSON (FIRM) TO PROVIDE THE PROPOSED CONSTRUCTION: NAME ADDRESS CITY PHONE CONTRACTORS LICENSE NO 4. I PLAN TO PROVIDE PORTIONS OF THE WORK, BUT I SAVE HIRED THE FOLLOWING PERSON TO COORDINATE, SUPERVISE, AND PROVIDE THE MAJOR WORK: ADDRESS CITY PHONE CONTRACTORS LICENSE NO 5. I WILL PROVIDE SOME OF THE WORK BUT I HAVE CONTRACTED (HIRED) THE FOLLOWING PERSONS TO PROVIDE THE WORK INDICATED: NAME ADDRESS PHONE TYPE OF WORK Description: HOUSING FOR LIVESTOCK & TRACTOR 40X60 Reference Number: B07-0574 Applicant Name: TEAGUE, MATT W 1313& LAURIE Owner's Name: TEAGUE, M W B & LAURIE Signature of Property Owner: " AP # : 039-0 0-0 5 Date: 3 2 " Department of Development Services Building Division ` 7 Couoiy Center Drive _ provme, CA 95965 (530) 538-7541 (530) 538-2140 FAX. FAl SMLLE COVER lffEEl . Date: To: From: Subject: u3ing this cover sheet): - N=tier:Cif ages (incl " If yon do not receive all of the pages, please call (530) 538_7. -r as soon as possible. SpecW instructions: Review ante respond accordingly. For your infamadon only. Sincerely, COl1F�ErTI'LiLIl No TJ_ Ihe Mfor�nation contained in this facsirnile is con��dential and rna r: also contain privileged information. I3e information is intended only for the use of 1r individv_al of entity to whor-n it is addressees' If you arY not the intended recipient, you are here!, :entified that any z!s�, dzssemin�tion, distribution, of copying of this crJnirnLCnicatiOY!S is s« �c- vv Pons— (W6[,Sn �l q2 I 9 TO: Butte County Building Dept. 9/21/05 FROM: Matt Teague, P.E. RE: Permit # 05-1886, Burrone NSF, AP # 039 -080 -095 - PLAN REVISION Upon verification on-site, maximum height of foundation stemwall will be 16". Therefore, no vertical reinforcement is necessary as shown on Detail 1 & 2 on Sheet S 1 of the approved plans. Foundation reinforcement shall include a minimum of.(1) No. 4 at the top of the wall and (1) No. 4 at the bottom of the footing per CBC 1806.7.1. E # 61554 TO: Butte County Building Dept. 9/21/05 FROM: Matt Teague, P.E. RE: Permit # 05-1886, Burrone NSF, AP # 039 -080 -095 - PLAN REVISION Upon verification on-site, maximum height of foundation stemwall will be 16". Therefore, no vertical reinforcement is necessary as shown on Detail 1 & 2 on Sheet S 1 of the approved plans. Foundation reinforcement shall include a minimum of (1) No. 4 at the top of the wall and (1) No. 4 at the bottom of the footing per CBC 1806.7.1. E # 61554 NOTES RESIDEN-fiAL Y i PERMIT NO. -- -- - 039-080-095 03-3829 ' - I TEAGUE, MATT I 3 &7 DAYTON RD, CHICO Cont: OWNER NSF WATT GARAGE I 3' lk y - /' moi /06W r l917�G SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER A/&/ 7vr COPY 2JOFFI71;72-" 7 Address lb 9V GAS Meter By Date ELECTRIC Meter By x� h SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER A/&/ 7vr 9\ JOB FINALED (Dat �^ Signature :rf COPY 2JOFFI71;72-" 7 Address lb 9V GAS Meter By Date ELECTRIC Meter By Dat 9\ JOB FINALED (Dat �^ Signature :rf = OK = Not OK 'NotReadyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete - 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ !Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or / /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Pool Structure; Steel -Connections -Thickness Dead Men -Lining 1. Zoning Requirements -Setbacks -Easements Elec.; Receptacles and Lighting, Distance-GFI 2. Footings; Size -Spacing -Marriage Line Elec.; Pool Lighting; 15 Volts-GFI 3. Gas; MH Test -Demand -Valve -Connector Elec.; Enclosures; Conduit Entries -Terminals -Listed 4. Electricity; MH Test -Crossovers -Breakers -Clearances Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 5. Drain; MH Test -Fall -Flex Connectdr Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 6. Water; MH Test -Regulator -Connector Health Department Approval 7. Water and Sewer Connected -C/O to Grade -HD Approval Plumb.; Cir. Test -Water Supply Test 8. Gas and Electricity Tagged Light Niche 9. Tie Downs -Type -Installation Cert. Enclosure; Fencing -Alarms 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Card B-1 ' Date Card B-1 Date Card B-1 Date Card B-1 Date Card 6-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged ' 9. Exits 10. License Decals ' 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmq.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card 6-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 ' Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = NotOK Applicable - =Not Applicable RESIDENTIAL (%c . = Not Ready Date UND F OR (Plans) OK except #'s Z In ,Setbacks -Easements -FI Wo -Slope t ., Main; Soils-Elec. Grnd.-/ /" F4. Depth ,T.--Ftg., Garage; Soils-Steel-Elec. Grnd.-/ " Ftg. Depth 4. F)6,., Porches & Decks; Soils -Steel-/ /" Ftg. Depth em IIs, Main; Steel-Blockouts-Wrapped S walls, Garage; Steel-Blockouts-Wrapped Or'Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Pie -Fireplace Ftg.-Steel W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pioe: Test -Anchors -Regulator -Service Test & & Date Card B-1 Date Card B-1 e Date I Card BX f Date Card B-1 Date PjLWtWfNG (Permit) OK except #'s 1 ter Htr.; Vent -Access -Combustion Air Baffle W i e; Test & Anchor -Nail Protection V.; Test Fittings & Anchor -Nail Protection ..Shower Pan; Test, First Floor -Tub Access 21. Te Tub & Shower, Second Floor -Tub Access as Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECT AL (Permit) OK except #'s 2 re & Transformer Clearance -Ins. Protection 2 . El.eceptacles Spacing -Lights & Switches at Doors Siz2�ozes & No. of Conductors Stapled ?tlozex Installed Close to Edge of Studs & C.J. 8 quip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Applsadce Circuits in Kitchen & Conductor Size GFI 3Q_.S'bf&ed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 317 -Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes ❑ No 32. Service -Riser Conductors & Ground Main Disconnect 33. fgp'Clearances Panels-Motors-Mech. Equip. I thes Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MEC CAL (Permit) OK except #'s A . Ducts Insulation & Support Vent Fan, Exhaust above insulation 38. Con sate Drain & Overflow, Size & Grade 39. F nace-Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40"Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAM�jNG (Permit) OK except #'s Si Proper Materials & Anchors WIs'Studs-Nailing Spacing & Braces -Plates -Sound Baring Walls over Girders & Floor Nailing (4_0416raft Stop in Walls (rat proof) 4 Fire'Stops, Furred Ceilings -Stairs -Chasers -Tubs ADKHeaders & Beams -Size & Bearing ►ingle & Duplex) Date FRAMI (Continued) tigers -Post Caps -Anchors -Connectors Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. F lace Ties or Type A Flue -Fireplace Throat Clearance Ic cess; Size & Romex Protection -Draft Stop -Ins. Baffles Delf1m. Windows or Exiting Doors -Sill Ht. & Dimensions /016' Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 5 ,5talrs; Width -Headroom -Rise -Run -Landing -Fire Protection ,BePlywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. S r g -Nailing Veneer Mesh -Drip Screed -Fd. Vents-Underflr. Access ST azing Area -Glass Protection -Skylights -Plastic �t (jShe alls; Nailing -Bolts '61. ce'lnterior/Exterior Wall Panels 6 -D'f I ulation-Walls-Ceilings Intwitration-W411anindows Date' Card B-1 4 Date Card B-1 Date Card B-1Date Card B-1 Date FINA tans) OK ey6ept #'s EzeSteps-Door & Sidelight Protection -Landings 66!11'urnace Vents -clearance -Comb, Air-Connector- In1aaraw; Above Floor-Ducts-Mech. Protection 4e' & Bath Fixtures & Tub Access -Spa EI & Subpanel, Breaker Sizes & Labels Irs & Rails Filoplace or Stove, Clearance -Hearth I utlets at Wood Panel, Int. & Ext. Kit. . Appliance; Ground -Air -Gap -Cooking Clearance e utlets & Receptacles at Kit. Counter 75 ar . Door; Swing -Landing -Closure 7 . uct in Garage -Damper 71— Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in ; Above Floor-Mech. Protection lec. & Mech. Equip. Listed for Location . Ele eceptacles in Garage (F.F.I.)-Romex Protection nsu ation-Foam-Looked in Attic ails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ CI ance Looked uncle oor O Yes Followin In d./Drive es o-Malks O Yes O No/Planters O Yes o 84. Stuped -Brown -Finish Electrical -Plumbing 86!Ventt ve Roof, Plbg-Appliance-Fireplace-Clearance to Openings e I, Disconnect, Electrical, Plumbing E for F jec. Trim, G.F.I. Receptacle -Underground Ve ation Throughout House 99!Corr on rom Previous Inspections as eters Tagged, Gas -Electric 9 . a & Sewer Connected -C/O to Grade -HD Approval ne ompliance Certificate -Other Certificates Address Posted 96. Fire Sprinkler Dater]-/i''Q Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: INSULATION CERTIFICATE Job Number: 4388 Matt Teague 2367 Dayton Rd., Chico Contractor/Owner Name Job Address (street, city, state) Butte County DESCRIPTION 1. ROOF Material: Thickness (inches): 2. CEILING Subdivision Name Brand Name: Lot Number Thermal Resistance (R -Value): Batt or Blanket Type: __Fiberglass Brand Name: Johns Manville/Knauf Thickness (inches): 12 Thermal Resistance (R -Value): 38 Loose Fill Type: Fiberglass Brand Name: Johns Manville/Knauf Minimum Installed Weight/ft Ib Minimum Thickness: inches Installed weight per square foot to achieve Thermal Resistance (R -Value) of: EXTERIOR WALL Frame Type: A. Cavity Insulation Material: Fiberglass Thickness (inches): 5'/z B. Exterior Foam Sheathing Material: Thickness (inches): 4. RAISED FLOOR Material: Fiberglass Thickness (inches): 6'/a 5. 6. SLAB FLOOR/PERIMETER Material: Thickness (inches): Perimeter Insulation Depth: _ FOUNDATION WALL Material: Thickness (inches): Brand Name: Johns Manville/Knauf Thermal Resistance (R -Value): 21 i Brand Name: Thermal Resistance (R -Value): Brand Name: JohnsManville/Knauf Thermal Resistance (R -Value): 19 Brand Name: Thermal Resistance (R -Value): Brand Name: Thermal Resistance (R -Value): DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Title 24, Part 6, California Code of Regu tions) as in 'cated on the Certificate of Compliance, where applicable. Chico Insulation Item Number's Signature and Date// Installing Subcontractor (Co. Name) or. 6Y �i% General Contractor (Co. Name) or Owner Item Number's Signature and Date Installing Subcontractor (Co. Name) or General Contractor (Co. Name) or Owner W W W W W W xxx NN Vl O O O N O O � N N V aaa rrr N N N w Nu s �. ,pSa�s i-! S , P `� - 133 �i 2(D0 # Ci,) A3151 (_Z) #S fo+r►•�C L'TLo,J '� %ap ... coueq-t1 P4* -4,6 The H2.5A is symetrically designed for easy installation, with higher uplift loads to meet new code requirements. A placement mark allows easy installation on double top plates. The H5A has an installed cost benefit, as it only requires 6 nails, to meet lower uplift requirements. Allowable loads for more than one direction for a single connection cannot be added together. A design load which can be divided into components in the directions given must be evaluated as follows: Design Uplift/Allowable Uplift + Design Lateral Parallel to Plate / Allowable Lateral Parallel to Plate + Design Lateral Perpendicular to Plate / Allowable Lateral Perpendicular to Plate < 1.0. e 324 19116` v • 1oA r • m 9r/j63A 1916 \ 1 1/16"r � n8• 11 o ti'ifi 2� � H1H2 1 •- H2.5 19/16 0 0 . 0 1 m 4'6. o Y� m z48,�� H5A U.S. Patent 4,714,372 s� I H6 193',., H7 SIMPSON Strong -Tie CONNECIOI6 The H connector series provides wind/seismic ties for trusses and rafters. MATERIAL: See table FINISH: Galvanized. H11Z made in Z-MAXSome models available in stainless • steel or Z -MAX; see Corrosion -Resistance, page 7. INSTALLATION: • Use all specified fasteners. See General Notes. • H1 can be installed with flanges facing inwards (reverse of H1 drawing number 1). When installed inside a wall, a birdsmouth cut is required. • H2.5, H3, H4, H5 and H6 ties are shipped. in equal quantities of rights and lefts. • Bend the H7 over the top of the truss. Install a minimum of four 8d nails into the truss, including two into the truss side. • Hurricane Ties do not replace solid blocking. CODES: See page 8 for Code Listing Key Chart. A a II of 0 I I0 19/1 va A5'"19/j6 35/6 O 10 p 34n 0 0 2%- 4 Q A- 19/16" 0 \ 0 191'' /16" H4 � H5 U.S. Patent H3 4,714,372 U.S. Patent 4,714,372 Y I- . .2� IOA1W1 IIHt0RI r011ROPTIONAL DOUBLEEARo o \� RAIL m ROLES N° 5°\ I • H10 (MOR similar) U.S. Patents 4,480,941 iNEY4 1. Loads have been increased 33% and 60% for earthquake or wind loading with no further 4. The H9KT is sold in 20 piece packs with screws. increase allowed; reduce where other loads govern. 5. When cross -grain bending or cross -grain tension cannot be avoided, 2. Allowable loads are for one anchor. A minimum rafter thickness of 21/i must be used when mechanical reinforcement to resist such forces should be considered. framing anchors are installed on each side of the joist and on the same side of the plate. 6. Hurricane Ties are shown installed on the outside of the wall for clarity. 132 3. Allowable uplift load for stud to bottom plate installation is 400 lbs (H2.5); 390 lbs (H2.5A); Installation on the inside of the wall is acceptable. For a Continuous Load 360 lbs (1-14) and 310 lbs (1-18). Path, connections must be on same side of the wall. W Doug -,Fir Fir Larch/So. Pine Spruce -Pine -Fir Uplift Fasteners Allowable Loads''' Load Allowable Loads'' Load Model Uplift with with Code No. Ga To Avg Lateral 8dx11/z Lateral Sdx11/2' Ref. Rafters/ T To UIt Uplift (133/160) (133 & ails Uplift (133/160) ails (133 & Truss Plates Studs (133);(160) F1 F2 160) (133) (160) F; F2 160) H1 18 6-8dxlX 4-8d — 1958 490 585 485 165 455 400 400 415 140 370 2, 43, 82,124 H2 18 5-8d — 5-8d 1040 335 1 335 — — 335 230 230 — 230 2, 43, 82 H2.5 18 5-8d 5-8d — 1300 415 415 150 150 415 365 365 130 130 365 2, 43, 82,124 H2.5A 18 5-8d 5-8d — 1793 600 600 110 110 480 520 535 110 110 480 160 H3 18 4-8d 4-8d — 1433 455 455 125 160 415 320 320 105 140 290- H4 20 4-8d 4-8d — 1144 360 360 165 160 360 235 235 140 135 235 2, 43, 82,124 H5 18 4-8d 4-8d — 1485 455 .465 1 & 200 3T55 265 265 100 170 265 H5A 18 3-8d 3-8d — 1500 1 350 420 115 180 290 245 245 100 120 1 170 1 160 H6 16 — 8-8d 8-8d 3983 915 950 650 — - — - 785 820 - -- 560r50 — 5,44 H7 16 4-8d 2-8d 8-8d 2991 930 985 400 — — 800 845 345H8 18 5-10dx1jz 5-10dxlY2 — 2422 620 745 — — — 530 565 — — 170 H9KT 18 4-SDSyx1y 5-SDSY4x1y — 2812 875 875 680 125 — 755 755 680H10 18 8-8dx1X 8-8dxlX — 3135 905 :990 585 525 780 850 505 — 9, 42,123 H10R 18 8-8dxlX 8-8dx1X — 3135 905 .990 585 525 — 780 850 505 450 — 9,42 H10-2 18 6-10d 6-10d — 2447 760 :760 455 395 — 655 655 390 340 — 6,39 H11Z 1 18 6-16dx2X 6-16dx2X — 5097 830 830 525 760 — 715 715 450 655 — 170 .2� IOA1W1 IIHt0RI r011ROPTIONAL DOUBLEEARo o \� RAIL m ROLES N° 5°\ I • H10 (MOR similar) U.S. Patents 4,480,941 iNEY4 1. Loads have been increased 33% and 60% for earthquake or wind loading with no further 4. The H9KT is sold in 20 piece packs with screws. increase allowed; reduce where other loads govern. 5. When cross -grain bending or cross -grain tension cannot be avoided, 2. Allowable loads are for one anchor. A minimum rafter thickness of 21/i must be used when mechanical reinforcement to resist such forces should be considered. framing anchors are installed on each side of the joist and on the same side of the plate. 6. Hurricane Ties are shown installed on the outside of the wall for clarity. 132 3. Allowable uplift load for stud to bottom plate installation is 400 lbs (H2.5); 390 lbs (H2.5A); Installation on the inside of the wall is acceptable. For a Continuous Load 360 lbs (1-14) and 310 lbs (1-18). Path, connections must be on same side of the wall. W 07*710 IN Fasteners2 Twist straps provide a tension connection between two wood Spruce -Pine -Fir Allowable Uplift Loads members. They resist uplift at the heel of a truss economically. MTS Installation The 3" bend section eliminates interference at the transition as a Truss -to - points between wood members. • Top Plate Tie MATERIAL: MATERIAL: LTS-18 gauge; MTS -16 gauge; HTS -14 gauge 775 FINISH: Galvanized. Some products available in stainless—_ 665 steel and Z -MAX; see Corrosion -Resistance, page 7. 620 INSTALLATION: Use all specified fasteners. See General Notes. LTS16 CODES: See page 8 for Code Listing Key Chart. 12-1Od • Model- Fasteners2 Doug-fir-Larch/So Pine Allowable Uplift Loads' Spruce -Pine -Fir Allowable Uplift Loads Code Ref. Avg No. Ult 10d 10dx1}y" 10d 10dx1}y" 10d 10dx1}T" (133/160) (133) (160) (133/160_) (133)F(160) LTS12 12 12-10d 12-10dx y2 2383 775 720 720 665 620 620 LTS16 16 12-1Od 12-10dx1y 2383 775 720 720 665 620 620 3,41 LTS18 18 12-10d 12-10dx1y, 2383 775 720 720 665 620 620 LTS20 20 12-1Od 12-10dxiy 2383 775 720 720 665 a 620 620 MTS12 12 14-10d 14-10dx1y 3116 1000 840 1000 860 730 860 MTS16 16 14-10d 14-10dxiy 3116 1000 840 1000 860 730 860 MTS18 18 14-1Od 14-10dx1y 1 3116 1000 840 10001 860 730 860 3,41,128 MTS20 20 14-10d 14-10dx1y 3116 1000 840 1000 860 730 860 MTS30 30 14-1Od — 3092_ _ 995 — — 720 — — MTS24C 24 14-1Od 14-10dx1y 3116 1000 840 1000 860 730 860 MTS28C 28 14-1Od 14-10dxiy 3116 1000 840 1000 860 730 1 860 170 MTS30C 30 14-10d 14-10dx1y 3116 1000 840 10001 860 730 1 860 HTS16 16 16-10d 16-10dxiy 4430 1260 1005 1150 1085 865 990 HTS20 20 20-1Od 24-10dx1y 4430 1450 1450 1450 1245 1245 1245 HTS24 24 20-1Od 24-10dx1y 44301 1450 1450 1450 1245 i 1245 1245 62 HTS28 28 20-1Od 24-10dxiy 4430 1450 1450 1450 1245 1245 1245 HTS30 _ 30 20-1Od 24-10dx1y 4430 1450 1450 1450 1245 1245 1245 HT 30C 30 20-10d 24-10dx1y 4430 1450 1450 1450 1245 - 1245 1245 1. LTS12 thru LTS20, MTS16 through MTS30, HTS24 through 4.All straps except the MTS30•and HTS30 HTS30C (except HTS30) have additional nail holes. have the twist in the center of the strap. 2. Install half of the fasteners on each end of strap to achieve 5. Twist straps do not have to be wrapped over full loads. the truss to achieve the load. 3. Loads have been increased 33% and 60% for earthquake 6. Optional nail holes are provided on , or wind loading; no further increase allowed; reduce where some straps. other loads govern. For fast, accurate installation of door and window headers and other cross member details. HH header hangers can speed up the job, strengthen the frame, and eliminate the need for trimmers. MATERIAL: 16 gauge. FINISH: Galvanized INSTALLATION: Use all specified fasteners. See General Notes. CODES: See page 8 for Code Listing Key Chart. 1. F� Loads may be increased up to 25% for short-term loading in accordance with the code. 2.A 21/2' minimum lumber thickness is required to achieve the full load. Model Fasteners Down Allowable Loads No. W H Stud Header Ult Code (100) (133) Fi FZ F3 Fa Ref. HH4 3Y2 2'X6 9-16d 4-16d 6697 1195 710 710 1085 3, 41, 88, 124 HH6 5Y2 5Ye 12-16d 6-16d P. LTS12 (other sizes and MTS similar) Its,, HH Load Directions 131 6697 1595 1065 1065 1085 1. F� Loads may be increased up to 25% for short-term loading in accordance with the code. 2.A 21/2' minimum lumber thickness is required to achieve the full load. Model Fasteners Down Allowable Loads No. W H Stud Header Ult Code (100) (133) Fi FZ F3 Fa Ref. HH4 3Y2 2'X6 9-16d 4-16d 6697 1195 710 710 1085 3, 41, 88, 124 HH6 5Y2 5Ye 12-16d 6-16d P. LTS12 (other sizes and MTS similar) Its,, HH Load Directions 131 r The LTP4 Lateral Tie Plate transfers shear forces for top plate -to -rim joist or blocking connections. Nail holes are spaced to prevent wood splitting for single and double top plate • applications. May be installed over plywood sheathing. The A35 anchor's exclusive bending slot allows instant, accurate field bends for all two- and three-way ties. Balanced, completely reversible design permits the A35 to secure a great variety of connections. MATERIAL: LTP4-20 gauge; all others -18 gauge FINISH: Galvanized. Some products available in stainless steel or Z -MAX; see Corrosion -Resistance, page 7. INSTALLATION: • Use all specified fasteners. See General Notes. • A34 -Use 8-8dx11/2" nails. • A35 -Use 12-8dx11/2' nails. • A35 -Use 9-8dx1'/2" nails for connection types At, E, C1. • LTP4-Use 12-8dx11/2' nails. CODES: See page 8 for Code Listing Key Chart. 1, 0 N Studs to Plate with B Leg Outside m e o -8 5 A34 ° 0 m - P.: 6 LTP4 A35 Installed over 1" foamboard See note 5. A35 am to Posts Ind B Legs tside Joists to Plate with A Leg Inside Ceiling Joists Jo Beam Model No. Type at Connec- tion Direction of Load Doug -Fir -Larch/ So. Pine Allowable Loads Spruce -Pine -Fir Ld Loads AllowableCade Ref. Floor Roof Floor Roof (11 00) (125) (133/160) (100) (125) (133/160) A34 1� F, 345 365 365 295 315 315 F2 280 280 280 240 240 240 Al,E 260 320 335 225 275 290 C, 170 170 170 145 145 145 A2 260 320 345 225 275 290 3 41 88 D35 C2 260 315 315 225 270 270 124 D 150 150 1,ra 130 130 130 F, 450 450 450 450 450 450 _F2 515 645 _ 685 _ 450 555 600 _ - G 515 645 670 445 555 595 LTP4 ❑5 J 515 645 670 445 555 595 6,39,97 H 515 645 670 445 555 595 1. Allowable loads are for one anchor. When anchors are installed on each side of the joist, the minimum joist thickness is 3'. 2. Roof loads are 125% of floor loads unless limited by other criteria. 3. Some illustrations show connections that could cause cross -grain tension or bending of the wood during loading if not reinforced sufficiently. In this case, mechanical reinforcement should be considered. 4.G and H direction only: LTP4 can be installed over 3/a" plywood with 8dx1 Yi nails and achieve .72 of the listed load, or over 1/2" and achieve .64 of the listed load. 8d commons will achieve 100% load. 5. A35 installed over V foamboard has a load of 170 lbs (100) and 215 lbs (125) in an F, direction of load. Joists to Beams tnnnucy rrdnnny ti• 1A2 Q A35 I na.1 - - 20 A35 LTP4 attaching r- Top Plates to 10 LTP4 Installed Rim Joist over Plywood Sheathing This series provides high uplift resistance for wood frame and concrete block construction. The HGT series can be installed on trusses and beam with top chord slopes from 3:12 to 8:12. Available in 2 -ply, 3 -ply and 4 -ply widths. MATERIAL: HGT-7 gauge, LGT-14 gauge, MGT -12 gauge. FINISH: HGT—Simpson gray paint; LGT, MGT—Galvanized INSTALLATION: When the HGT-3 is used with a 2 -ply girder or beam, shimming is required. Fasten to act as one unit. CODES: See page 8 for Code Listing Key Chart. 1. Attached members must be designed to resist applied loads. 2. HGT allowable loads in 8' wide tie -beam using Simpson Epoxy -Tie: with 2500 psi tie -beam = 6,710 lbs (HGT-2) and 8,750 lbs (HGT-3); with 3000 psi tie -beam = 7,395 lbs (HGT-2) and 9,650 lbs (HGT-3). Load values have been reduced to reflect actual o.c. spacing of HGT anchors. Minimum embedment depth for 3/4' dia anchor is 12'. 3. HGT additional anchorage products to be designed by others. 4.Allowable loads have been increased 33% and 60% for Install a earthquake or wind loading; no further increase allowed; minimum reduce where other loads govern. of 6-10d HGT-2 (HGT-3, HGT-4 similar) �O Crescent de I washer `�•'j supplied and Rrequired 136 nails into 3/4' dia washers for concrete installations the face (washers not supplied) ✓tb' r f .. 7V, -- I`W I LGT2 I , I•: • • t3�fi Install a minimum of 4-10d nails into the top Typical MGT Installation with PH05 Z2 clips secure 2x4 flat blocking between joists or trusses to support sheathing. MATERIAL: Z clips -see table. A21 and A23-18 ga.; all other A angles -12 ga. FINISH: Galvanized INSTALLATION: • Use all specified fasteners. See General Notes. • Z clips do not provide lateral stability. Do not walk on stiffeners or apply load until diaphragm is installed and riailed to stiffeners. CODES: See page 8 for Code Listing Key Chart. A44 Installation (A33 similar) Dimensions Dimensions H B Fasteners Fasteners Avg Allowable Loads'DF/SP Doug -Fir- Spruce A21 Model 1Y2 Dim Anchor Dia. 2-10dx1y Avg rc Soo P Pin Pine-Fir Code No. W Between A23 2 Girder Ult Allowable Allowable Loads Ref. 4-10dx1y 1767 365 Anchors Cone. Wood A33 3 Loads (133/160) — 4-10d — 4-10d 2635 625 330 750 330 — (133/160) 4%, 4% 1y LGT2 1 3;6 — — 14-16d sinker 16-16d sinker, 6342 2050 1785 A66 57/ 5'/ — 1- — 22-10d 13005 3965 3330 160 N/A N/A 170 5% 2-9a % 16-10d 35400 10980 6485 — AHGT-23)(6 N/A 7% 2-9; 16 10d 35580 10530 9035 6, 39 — - 1--Y21 9 2-% % 16-10d 28805 9250 9250 11 1. Attached members must be designed to resist applied loads. 2. HGT allowable loads in 8' wide tie -beam using Simpson Epoxy -Tie: with 2500 psi tie -beam = 6,710 lbs (HGT-2) and 8,750 lbs (HGT-3); with 3000 psi tie -beam = 7,395 lbs (HGT-2) and 9,650 lbs (HGT-3). Load values have been reduced to reflect actual o.c. spacing of HGT anchors. Minimum embedment depth for 3/4' dia anchor is 12'. 3. HGT additional anchorage products to be designed by others. 4.Allowable loads have been increased 33% and 60% for Install a earthquake or wind loading; no further increase allowed; minimum reduce where other loads govern. of 6-10d HGT-2 (HGT-3, HGT-4 similar) �O Crescent de I washer `�•'j supplied and Rrequired 136 nails into 3/4' dia washers for concrete installations the face (washers not supplied) ✓tb' r f .. 7V, -- I`W I LGT2 I , I•: • • t3�fi Install a minimum of 4-10d nails into the top Typical MGT Installation with PH05 Z2 clips secure 2x4 flat blocking between joists or trusses to support sheathing. MATERIAL: Z clips -see table. A21 and A23-18 ga.; all other A angles -12 ga. FINISH: Galvanized INSTALLATION: • Use all specified fasteners. See General Notes. • Z clips do not provide lateral stability. Do not walk on stiffeners or apply load until diaphragm is installed and riailed to stiffeners. CODES: See page 8 for Code Listing Key Chart. A44 Installation (A33 similar) Model Ga No. Dimensions Dimensions H B Fasteners Fasteners (Total) Avg Allowable Loads'DF/SP Code Model Base Post UU (133) (160) No. W1 W2 L Bolls Nails Bolts Nails F2 Fr F2 Fs F2 A21 2 1Y2 1% — 2-10dx1y — 2-10dx1y, 540 180 175 245 175 4, 38, 87, A23 2 1y 2% — 4-10dx1y — 4-10dx1y 1767 365 365 485 485 127 A33 3 3 1y — 4-10d — 4-10d 2635 625 330 750 330 — A44 4%, 4% 1y — 4-1Od _ — 4-10d 2490 _625. 295 750 295 A66 57/ 5'/ 1y 2-ya — 2-y.— 2800 N/A N/A N/A N/A N/A 170 A88 8 8 2 3-y — 3-y'a — N/A N/A N/A N/A WA Ata �j _ 2 2y 1-y — - 1--Y21 - 2 .-1 Od N/A WA N/A /,a NN/A A311 11 398 2 1-y — 1-y 4-10d N/A N/A I N/A I WA N/A Model Ga No. W Dimensions H B TF Fasteners (Total) Avg Ult Allowable' Download (125) Code Ref. Z2 20 2346 1y 1% 1% 4-10dx1y 1507 465 170 Z4 12 iy 3y 2y 13; 2-16d 1450 465 4, 38, Z6 12 iy 5% 2 iy 2-16d 1517 485 87 Z28 28 2%, 1 y — 19e -- 13y6 10dxiy' — - - — 170 Z38 28 2% 2y 1% iy 10dx1y — — Z44 12 2y 3y 2 1 4-16d 2800 865 4,38 1.Z28 and Z38 do not have nail holes. Fastener quantities are as required. 2.Allowable loads have been increased 25% for roof loading (Z clips), 33% and 60% for earthquake or wind loading (A angles); no further increase allowed; reduce where other loads govern. 314 and Z6 loads apply with a nail into the top and a nail into the seat. Typical HGT-3 Installation with HTT22s SIMPSON S11; �f LGT2 Installation nstall two LBPW washers n top of each crescent washer total four W washers)for wood nstallation. All washers and rescerd washer are required. :rescent washer are supplied. MGT A21/A23 Installation A311 ® Installation W1 Moisture I barrier not shown i A24 Installation Typical Z2 Installation ~I TF � // Z4 o (otheto similar) 5 Z INTER -DEPARTMENTAL MEMORANDUM ]BUTTE TO: BUILD114G DIVIS ON, OROVILLE COUNTY FROM:_ ENVIR. HEALTH, CHICO NOV 3 0 2n04 (DEVELOPMENT DATE: I'. t/"//17 SERVICES RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: �64;�Ge� SEPTIC: WELL: AP#: - ADDRESS/LOCATION:,; / �dSS Comments: GL/memos/releasehold �Q 03/25/2004 13:46 5303431124 WESTERNWOODS EWP AGE 01/01 XMIZ a APA--=Vff%V C/ Certieficate of Conformance Certificate 054086 THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured In accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products — Structural Glued Laminated Timber NER-486 Glued laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 — Manufacturing -- Standard Specifications For Structural Glued laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were produced in a manufacturing facility subject to regular audits In accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process and evaluation of the in -plant QA program with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. X Y,33 4`o�p0aAl� SEAL NIN G.��?. by Thomas G. Williamson Executive Vice President .•�� , way . . ENGINEERED WOOD SYSTEMS 1s a related corporation of APA — THE ENGINEERED WOOD ASSOCIATION 7011 South 19th Stroot 4 P.O. Box 11700 • Ta00ma WA 98411-0700 •�,, r. t > Telephone: (253) 586.8800 - Fax Numpe►: (253) 585-7285 ENCROACHMENT PERMIT c3 -329 County of Butte Department of Public Works TS tuED 7 Count Center Drive Oroville, CA 95965 Phone (530) 538-7157 Ext. 2016 Fax: (530) 538-4356 Download Forms: www.buttecounty.net/pubhcworks/forms.html ;&.416ZI.- NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Phone (530) 538-7157 Ext. 201610 Permit Number Q 9 d cJ ZI District L7 3 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: Tf= e— la. Company Name: 2. Address: G , l CS–d S'� CCS: c.o CA 9Sc2$ 3. Phone: 4. Assessor's Parcel Number. 5. Location of Work to be Done S-17 42- 23G7 6. Applicant's Signature ONTRACTOW S INFORMATION 8. Contractor's Name 7 9. Address 10. Phone: 11. Fax: 12, Contractor's License Number. 13. Certificate of Insurance: Yes ❑ No: ❑ 14: Contractor's Signature: 14a. Date Signed: 15. Authorized Agent: TYPE OF WORK TO BE DONE 16. Please Check: Curb: ❑ Gutter: ❑ Sidewalk: ❑ u 17. Driveway (List Type): r n� 18. Other: PALL j - PERMIT GRANTED In compliance with the above request, and subject to all terms, conditions (including those on page 2 of this permit form) and special conditions written below, permission is hereby granted. 19. Conditions I / Go» he f a �o / '71" ' 1 W0. Underground Service Alert .S.A. must be notified two working days prior to any excavation. 800-227-2600 20. MAR work shall conform to accompanying: Detail RL Plans ❑ Special Conditions ❑ 21. Date Issued G 7 22. Expiration Date: OSJ 23 Sure : Mike Crump, Director of Public Works By: "Note: It permits are faxed to any number besides (530) 5384356, they can be delayed up to one VTek. Page 1 of 2 General Conditions – See Page 2 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION kll� �) { 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. `l (Rev.12/90j APPLICATION AND PERMIT 03-3929 VO! ASSESSOR PARCEL NUMBER ZONING O - 09S 8q3- Sc� BUILDING PERMIT OWNER �� 53� ^'!� TELEPHONE J S �( 7�G _ SO. FT. OCC. BUILDING VALUATION .OWNERS MAID ADDRESS d t C ' ' - a0 CONTRACTOR'S NAME to W 1101 enr_ TELEPHONE Ca st . Q CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ y, , p0 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ ?ST oo Plan Checking Fee $ j06 BUILDING ADDRESS Oa-WbM d Oki- Go CA q6 -q 8 Energy Plan Checking Fee $ .OA X36 $ PERMIT FEE s/13579-05 LOT NO. SUBDNlsaN5 NAME PMCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE F Duplex ❑ Mobilehome ❑ Other SFA SPECIFY Each Trap J(J /(J 7.00 100 Solar or heat pump water heater 23.00 Water piping 15.00 /6;40 Each as water heater or vent 15.00 / .00 TYPE OF WORK New)Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: N - S,1—, %A/ / A-�� Ga a:5P Gas piping system 1 - 5 outlets 15.00 ,Oa Buildin sewer 15.00 15-,00 Mobile Home I S I G I W I @20.00 PERMIT FEE $ /$'% Od ELECTRICAL PERMIT Fling Fee 20.00 800OR LESS Main Service 2o0A OR LESS 23.00 00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencingwith Section 7000 of Division 3 of the Business and Professions Code, ) and my license is in full force and effect. License Class Lic. No. OWNER-BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ lram exempt under Sec. Business and Professions Code for this WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO 1000A J 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a Ate, Occup- SO (0 3.5¢x: 03,`70 NEW CONS . MULTI.OUTLET NDN RESID.ITS 97.50 POWER APPARATUS a SINGLE OUTLET CR. Ex. OCCU OUTLET OR FDRURES g20 @ 1.000 Ex. Occup. o �°PR' D ° ER., 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ /4ta,-70 MECHANICAL PERMIT Fling Fee 20.00 Heating I 2&.00 Cooling j 00 Hood 6.50 Ventilation PERMIT FEE $ Hr..QQ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws alifornia, and agree that if I should become subject to the workers' comatio provisions of section 3700 of the Labor Code, I shall fort ith comply wit those provisions. X Date 12 W D 3 Sign re of Applica t -A Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in eight. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ /� '79�, r]JT' 2 HAZ. D. F IMP ✓ FLOOD CDF _OF PARCEL ✓ ✓ HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have 1 BA -/J -L /DatlV PERMIT EXPIRES ON 7 the applicable provisions Resolutions to do work been paid. n D— Receipt No. %3. `J WHITE-D.D.S.-B.D. CANA •ASSESSOR INK -INSPECTOR E ROD -APPLICANT COUNTY OF BUTTE i DEPARTMENT OF DEVLLOPMENT SERVICES - BUILDING DIVISION w 7 COUNTYrCENTER DRIVE OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER��MzEt�7eaiqoe) PROPROSED BUILDING USE U Aks V 1. BUILDING PERMIT FEES - Balance Due ..................... $ -'- Additional Fees Due........... $ , --- Revised Plan Checking Fee.... $f lcl,*•r*/'' r 04- SCHOOL DISTRICT FEES (. /�YI 1(0 /, ldI t er( id at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division).-^ _ .� Residential............ :{ $x,360.01 .0 -$� Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. A. P. # U� 9- Li DATE 4� RECEIPT # DATE REC. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ _ # Units Amt. t Commercial (Sq. Ftg.).... X Sq. Ftg. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check),. 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN rpaid at Building Division) Residential Zone X = $ Zone # Units Amt. t Commercial (sq. ftg.) ......... X = $ Sq. Fig. Amt. 10. OTHER ' At time of permit application, I wapdvise-o the above fees are required to be paid prior to issuance of the permit. These fees May be changed during�the plan seheckin rocess. APPLICANT � DATE I Z Z 7.4 3 Pursuant to Government Code Section 66020, you are hereby i.otified that items, 2, 3, 4, 5, 6,'8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the projector from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink-O;vnec (rev. 2/2003) COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE-, OROVILLE, CA 95965 TELEPHONE (530)538-7541 1 ' SCHEDULE OF RECEIPT OF FEES OWNER , ` I I Q�I�c'�f � � t,.J � A. P. # PROPROSED BUILDING USE l'� /V DATE ^ RECEIPT # DATE REC. 1. BUILDING PERMIT FEES --- Balance Due ..................... $ e --- Additional Fees Due........... --- Revised Plan Checking Fee.... �- ..,:2 -,SCHOOL DISTRICT FEES _T (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building D_vision)., _ �-✓�� Residential............ �_ X %$360.00=$ -- �,..._ Z Units (` ^ _Q Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... :{ _ $ # Units Amt. Commercial (Sq. Ftg.).... _{ -=$ Sq. Fig. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (fore available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) ;V OJT SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Ftg. Amt. 10. OTHER At time of permit application, I was advise) the aLove fees are required to be paid prior to issuance of the permit. These fees may be changed duringthe plan checking,process' L APPLICANT '�"j y DATE Pursuant to Government Code Section 66020, you are hereby motified that items, 2, 3, 4, 5, 6, 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). , ; r Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) BUTTETY SCHOOLS IMPACT FEE CERTIFICAM I , '(One form per.Building) f 3 School District C14 -IC -0 V N/ r 1 E b Budding Department No. O 3— _50Z/ A.P. Number 032" 0b0— v /S7Judsdiction: City County Property Owner Property Location/Address ? I/� m/ v Raw (. _ tT / ao q n p Subdivision AJ1,4 Lot No. Residential Development No of Living Units Commercial/Industrial 0 Mobile H-3me Instaliabon C A JJW�� ................_...._.._.._..............................:..........._................_._.... Q Sq. Footage -Op 2/ 9 8 Addition/ 'Supplemental to (Group R) Conversion Permit # • *(No foundation inspection) ................................................................................................ _ ... i Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Sq. Footage (Including Exterior Roofed Areas) Date Building Department Representative District Identification No. M/v School District certifies that - (Applicant) 626 -J1 (Street Address) �j (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. representing (:;>? / 9 d?' square feet. School District Representative I Paid by Check # Remarks: by payment of $ 0 2926 $ FULL MtTiGATH)N $ Date Nbtbe: You may protest the Imposition of the Nes IdenttMd oboe by submktlng a written protest to the District, In compUanee with Govarrrnmkt Code Section 66020(a), within 90 days from the date Nes are paid. Failure to submit a timely written protist wig prohibit you from dnMenSMq the InVositlon of the Nes In any court action. N, subsequent to the School District Reprowdetiw slgnUq this Butte County Schools' ip A Fee Certification Form, the School Dhdrid is notill by the applicable Local Phwu*V Agency that this protect Is being rwlsrwd under the Cditrrds Environmental Quality Act (CEQA), thisprotect may be subteet to additional school Nes to fully Will I Its Impact on the school dWbkft schools. White (applicant), Yellow (building department), Pink (school district) feeform.ids (10/03)dmm COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 03 58:29 ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDIN+G� VALUATION OWNERS MAIUNG ADDRESS d� • -70 la d CONTRACTOR'S NAME TELEPHONE o t� CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace D Total Valuatlon $ ®-3-7, Cr cD ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 7? 7. 0-0 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee$J'! • 65 BUILDING ADDRESS Energy Plan Checking Fee $ 073 s a+7 $ PERMIT FEES . 0 5 LAT NO. SUBDNIS IONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap L 7.00 '7-7 0_1C>USEOFSTRUCTLRE Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 0+0 TYPE OF WORD New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system t - 5 outlets 15.00 a 0-o Building sewer 15.00 e ej. Mobile Home I S I G I W 1 (9?20.00 PERMIT FEE $ ):57-7, pa ELECTRICAL PERMIT Fling Fee 20.00 OOOV OR Main Service A OR IESSS S 23.00 ' 0 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am e=empt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees wi-h 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 /000A 46.00NEW CONST. DWELLING OCCUP. OR ONS. ( & ACC. BUDS.9 sO 3.50PT. ONEW ; MOP NON RESID. C @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. OCCu OUTLET OR PD(TURES B20 @ I .5000 Ex. Occup. OurLEE-Drs pFSIpOEq 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 7 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of cansent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this perm -t is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating ! 20-0 Cooling j J'" Hood 6.50 &.51D Ventilation PERMIT FEE S W S • rO Policy Number (The above sections need not be completed ifthe 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 sectio.i 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ i/ oJ1 HAz � IMp� Y/ FLo D cDP PARC pp H ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON I the applicable provisions Resolutions to do work been paid. Date ate Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK-INS'ECTOR GOLDENROD -APPLICANT .■ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPME ICES - BbILDI4G DIVISION 7 County Center Drive a Oroviil/llle,,ppCCalifoppr��nia� 9596 • e phone (530) 538-75 1 r� 'j�ERMIT�yNO. 12/96) APPL'�+d�T'OY�9Pi1V® T ESSO R PARCEL NUMBER / \ �V w ZOwN _ BUILDINGPERMIT VER U v TELEPHONE SO. Z ' OCC. BUILDING VALUATION 538-z¢ .��- cS i , o -d VFAS NO DRESS - ot CA� � 0 ' G _� _._ ....._ TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER CO LO Gv NDERS MAILING ADDRESS FireplaceTotal Valuation Is CHrTECT OR ENGINEER LICENSE NO. Filing Fee $ '9-0.0_0 , Permit Fee P �� $ O ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee // .A $ k BUUINGADORESSf' Energy Pian Checking Fee $ PERMIT FEE $ LOT NO, SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Piling Fee \20.00,, Each Trap 7.00 USEOFSTRUCTURE.a Soler or heat pump water heater 23.00 SF ❑ Duplex ❑ Mobilehome ❑ Other Water piping 15.00 % - SPECIFFr Each gas water heater or vent / 15.00 / C' TYPE OF WORK Gas piping system 1 - 5 outlets / 15.00 • a ` New ❑ Addition ❑ Remodel ❑ U6116es ❑ Installation ❑ Other ❑ Building sewer / I 15.00 /-S Mobile Home S ' G W @20.00 Describe Work: o PERMIT FEE S ELECTRICAL PERMIT Fling Fee � 20.00 LESS Main Service 20aonI= 23.00 Main Service 2wA To towA 46.00 -.NEIN CONST. OWEILNGoCCUP. 3.5QF7 OR ADDNS. 8 ACC. BLDS. CCS MULT.OUTE IS BRANCH CIRCUITS @7.SO PERMITFEE PAID POWERCPARACIR I OUTLET OR FIXTURES a I.50 Occu eAL � .so Ex. OCCU ! OUTLETS Es LNS OR 5.00 SRA $ ` --Temporary. Service 23.00 Mobile Home, Facilities 20.00 g 23.00 SHERIFF ! PERMIT FEE $ MECHANICAL PERMIT Fling Fee X20.00 1 _Heating •' I $ Cooling `HOod6.50 tSG J_ - Ventilation 41-50 / I _ i PERMIT FE I= S Od - Mobile Home Installation Fee $ Energy Inspection Fee $ Go Q v CCC CONsT' TYPE TOTL FEE $ 1(� HAZ 0. ES IMP D CDF EL HD ISSUE AMOUNT RECEIVED $ Srq.. Sd 01 41 This permit is hereby issued under the applicable provis - of the Butte County Code and/or Resolutions to DATERECEIVED indicated above for which fees have been paid. ByDate`LR CEIPT_ #3�q � � PERMIT EXPIRES ON - ere �. :oq 41 11"', I FT ' COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541�Fax (530)538-2140 Q PERMIT APPLICATION DATA SHEET OWNER: �- ASSESSOR PARCEL NUMBER Proposed Building Use: Counter Technician: Date: Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1) 1. Site plans, 3 or 4 -sets, signed by the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! 5. Letter from Engineer or Architect for truss design review. ka 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential bu ❑ 13. Detached Accessory Building Formby the owner 14. Hazardous Material Form /15. Sanitation and site plan approval fromironmental Health Department in Chico ❑ Oroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) D/ 17. Fire Sprinklers............................................................................................ • 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by Q - U ��j y}•� ❑ 19. Soils Report and/or Engineered Foundation required ........................................ 20. Erosion Control Plan Required........................................................................- �'�) ` n( CZ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. / 22. City of Chico Plumbing permit .......... .................................................. 23. California Department of Forestry plan approval ❑ paid. Sent by: ............. 24. Planning approval (A) Use: 0� K (B)Parking: C Parcel Check: 1`2.-3 0�-(� ❑ 25. Contact Land Development about V hmprovements rainag��...... ~ju�� r « 26. NPDES Form............................................................................. D.... 27. Encroachment Permit for driveway from the Public Works Dept .......................... 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Ndmber, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier�nd Policy Number .......................................:.. 31. Owner -Builder Verification ( ✓Given to owner, _Mailed to owner) ..................... 32. Letter of Signature authorization.................................................................... 33. Recorded copy of Agricultural Acknowledgment Statement ................................. I 04- le 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone _ v�K and hold for pickup. I have been informed the above items and requirements for obtaining a building permit. Applicant: Date: �Z /s -7 1. Index permit pplication fo a nu b .ed: Plan Check Letter, 2. Additional items required Contractor, designer, owner, s Af lh Ave data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner was advised of thee d a by ❑ phone, ❑ mail, ❑ counte , Date: Plans reviewed by: Date: D Plans approved by: Date Structural reviewed by- Date: O Structural approved by: Date: Note transfer by: Date: Yellow: Building Division a E.H. USE 3E OWLY Piot Plea Attached Roos Plan Anachod TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance n 7a 3 03�� tJdll -O�l� Owner Location AP# Plan Approved for: Sewage Disposal 1/ Water Supply: Public Private Well Clearance for dwelling. Other Hold=final;for. M - Final clearance O.K. for. NOTE: 11W1,13 Environmental Health Specialist Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER 1 (J Pl� SED BUILDING USE Ak3 1. BUILDING PERMIT FEES --- Balance Due ..................... --- Additional Fees Due........... $ �[ --- Revised Plan Checking Fee.... �0$/ I 2. SCHOOL DISTRICT FEES Gri 1C?0 (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Buil ing Divisio Residential............ X 61360 =$�. Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES A.P. # Jiss 9 (% Sfa_ffq.5_ DATE RECEIPT # DATE REC. (paid at Building Division) Residential (per unit)..... X = $ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Fig. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid. at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... 10. OTHER At time of permit application, I was may be changed durinyft plan 94�( APPLICANT X =$ Sq. Ftg. Amt. the above fees are required to be paid prior to issuance of the permit. These fees DATE 12 Z b 3 Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 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 Division Yellow -Applicant Pink -Owner (rev. 2/2003) National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE1 Project Title: � GuC 2t5l DENGC — DO(, i � IJ R D. By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs 1 acre or more of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP), and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit if my project disturbs 1 acre or more of land. I, further, certify that this project will not disturb 1 acre or more of land. I am aware that submitting false and/or inaccurate information may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: pt varL�'L Date: JZ 22/03 NPDES & SWPPP Non -Compliance Certification Butte County Storm Water Management Program Revised 7/07103 OWNER -BUILDER VERIIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1: I personally plan to provide the major labor and materials for construction of the proposed property improvement : YESX NO E3T HA X- HAVE NOT ❑ signed an application for a building permit for the proposed work. have contracted with the following person (firm) to provide the proposed construction: AME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: CONTRACTOR'S LICENSE NO. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK DATE: Y/ NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Coda Th1s verification must be completed and returned to our office before we are permitted to issue the permit: OVER OWNER BUILDER INFORMATION Dear Property Owner: i An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party ofrecord on such a permit Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own worm with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300' or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governmentsas an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your .obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. rely, /--. Mic 1 C. Vi ira, C.B.O. ger, Building Inspection NOTE: 211s Owner -Builder Information is required by Section 19830 of the California Health and Safety Code OVER TO: Butte County Building Department 12%22/03 FROM: Matt Teague RE: Teague Residence- Dayton Rd. Chico, CA -- AP # 039-080-095 REQUEST FOR IN-HOUSE PLAN CHECK I am requesting to have the plans and supporting documents for my single family residence be reviewed for a permit by staff of the Butte County Building Dept., and not sent out to be reviewed by any consultants hired by Butte County. S' ce y, Matt Teague Owner c' 0 TO LARRY PAINTERETURN TO CHICO EH 7—L SITE PLAN REVIEW APPLICATIO Date: Permit Number (if applicable) Bin Number APPLICANT INFORMATION Parcel Size: 6. b ,; A Owners Name: MQ - f T.pec-�Zu_'e Owners Address: U Telephone No.: $ 93'/3SO Situs Address: qct rU 17 Proposed Use: Residential New Single Family Residential ❑-Single Family Addition ---------❑-Single-Family Remodel— - ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ Commercial Remodel ❑ New Industrial ❑ Industrial Addition ❑ Industrial Remodel Other Septic ❑ Well Agricultural Exempt Building ❑ Agricultural Buffer Form ❑ Applicable ❑ N/A ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) a Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval ®in Site Plan Stamped Approved By Date Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: • ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: %1 • Flood Panel No.: O E>o -S C- Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: ll — 2 D Applicable Building Setbacks: • ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. 11 Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front 5 C> t_ Side 2 Side Street Rear Z� Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. 11 Page 2 of 5 Applicable Development Fees: Standard Fees ® ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Arra ❑ Thermalito Urban Area ❑ Other (a Subdivision Map Special Fees Water Tender North Oroville Area Other (per map) Amount Formula * Check with school district to vrify actual fee if pre -application review. A final determination will be made at the time of the building permit: Parcel Created By Deeds: Date of Creation: Legal Access Provided: ❑ No a Yes Deed of Reference: X16 ~ aS3I°► Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No 11 Yes, Road Name: �fi-7 TO PI Q D_ Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: . (--I .L' 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 ❑ Subdivision Map/Parcel Man: Map Date of Recording: Lot: ❑ Use Permit/Minor Use Permit Permit Number: /31-8� 5-2-C11,7 :.. P�Is / / -j - I Date of Approval: Page: Parcel Map/Subdivision Map[Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems. in one and two family dwellings and mobile homes, NFPA Standard .13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.' Approved dust control measures are -found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. n Page 4 of 5 • _ F i AND WHEN RECORDED MAIL TO. BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 Recorded Official Records CountOf CANDACE J.. GRUBBS Recorder ROSENART DICKSON Assistant 10:28AN 104eb-2004 REC FEE 10.00, COPIES 3.50 Lisa., Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not' limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within;said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: See attached legal description attached hereto and made part hereof. Date (boa - 0 ✓ - 0.4 PROPERTY OWNERS: State of California . ) County of-351(lo-p- ) On b-2 0 ; _0L+ before me, personally appeared M &AW W 26t L:6 - Teri C ersonally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name jirYare subscribed to the within instrument and acknowledged to me that he4he/executed the same in .hisAer/their authorized capacity(ies), and that by hjS&Wtheir signature(s) on the instrument, the person s@ or the entity upon behalf of which the person) acted, executed the instrument. WITNESS my hand and official seal. Signature Seal: ORLULACAROLYN SWANSON _ COMMIsdon # 14141:32 No" K*gc - California Butte county A.P. # ®311- Old MyComm. EVk93Apr27, 2007 ORDER NO. BU -184389 LP DESCRIPTION THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY -OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I -A: A PORTION OF THE NORTHEAST QUARTER OF SECTION NORTH, RANGE1 EAST, M.D.B. 10, TOWNSHIP 21 AS FOLLOWS: & M., AND MORE PARTICULARLY DESCRIBED BEGINNING AT A POINT ON THE EASTERLY LINE OF THE RANCHO DEFyARWELL, DISTANT NORTH 17 DEG. 34' EAST 4123 FEET FROM ITS INTERSECTION WITH THE SOUTHERLY LINE OF.SAID FRACTIONAL SECTION 10; THENCE 8OUTH'72 DEG. 26' EAST 1176.10 FEET ALONG THE SOUTHERLY LINE OF THAT PARCEL DESCRIBED IN DEED TO P. S. PERSONS, ET UX, RECORDED MAYT18, 1953, IN BOOK 673, PAGE 372', OFFICIAL RECORDS; THENCE SOUTH 15 DEG. 19' EAST, 119.07 FEET; THENCE NORTH 72 DEG. 26' WEST, 1240.75 FEET PARALLEL WITH THE SOUTH LINE OF SAID PERSONS PROPERTY TO A POINT IN THE EASTERLY LINE OF SAID RANCHO DEFARWELL; THENCE NORTH 17 DEG. 34' EAST ALONG SAID LINE TO THE POINT OF BEGINNING. APN 039-080-095-000 PARCEL I -B: BEGINNING AT THE SOUTHEASTERLY MOST CORNER OF THAT PARCEL OF LAND DESCRIBED IN A DEED TO INGEBORG G. -JOHANNSEN, TRUSTEE OF THE INGEBORG G. JOHANNSEN FAMILY TRUST DATED AUGUST, 15, 1995, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 95-40956; THENCE NORTH 15 DEG. 05' 28" WEST ALONG THE EASTERLY LINE OF SAID.fJO N PCEL, 442.00 FEET; THENCE SOUTH 72 DEG. 48' 10" WEST, 6458EFEETARTO A POINT ON THE SOUTHERLY LINE OF SAID JOHANNSEN PARCEL; THENCE 72 DEG-. 05' 55" EAST ALONG SAID SOUTHERLY LINE'SOUTH , 767,24 FEET TO THE POINT OF BEGINNING AND THE END OF THIS DESCRIPTION. THE BASIS OF BEARINGS FOR THIS DESCRIPTION IS/THE SAME AS SHOWN ON THAT CERTAIN RECORD OF SURVEY, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 114 OF MAPS, AT PAGE(S) 1 AND 2. PARCEL I -B ABOVE ARE pURSUANT.TO A BOUNDARY LINE MODIFICATION APPROVED BY THE COUNTY OF BUTTE, BY DEED RECORDED FEBRUARY 12, 1996, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 96-05399, AND CANNOT BE SOLD SEPARATELY. IaIaa)o3 �QsL C-,h -11.EA6,t-� LAC LI-S(f- Ov�w C�� Go Cps �t�aZf3 PLAN REVIEW RESPONSE FORM .In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a val response to every item requested in our plan correction letter. "By others" is not considered a valid response. Please indicate yo response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND OWNERS NAME RETURN WITH REVISED AND ORIGINAL PLANS, -{-� DATE: ASSESSORS PARCEL NUMBER PERMIT NUMBER 03� 060 r095— 03— RESPONSE FOR PLAN CHECK LETTER DATED: �evt�ed! ae.�Lky; tvw Sl w� �tN:o r711�1 Pt.WFii✓r AS &fk1t. tQEr AAAC"C-Z1>. K ITEM # RESPONSE BY• LOCATION ON PLANS/CALCS: oP % kAN*X.l^Q_ STT z 5 I - C--WvAaVL. �cd T'e o� Zx 12- t. 160L . / LOCATION ON PLANS/CALCS: V/ I Z, iNi�,{� �e� � RMENTS: it O� BRAc g L4oA_,L eAt4a_ G` OX or p5e 1 4 N Vn p �► D N �2w L ci 5 �I'i" S AN CHECK ITEM # RESPONSE BY. LOCATION ON PLANS/CALCS: I5D3 / 03 MMENTS: (� of kt . _s I E u T so -6 Tb H CS Ito s> r ci Gt; d 1� S•iYuGk • tlilC�y kN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: MMENTS: � � �A 3 �✓�4 At> S"-, 2.) A ec-64 i�j toL C _ W&A C &A C 5 . !N CHECK ITFM # RESPONSE BY: LOCATION ON PLANS/CALCS: LAMENTS: ''��5 �LutSc.� •Iv PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re=submittal. this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. Thera must be t v. response to every item requested in our plan correction letter. `Ty others" is not considered a valid response. please indicate yo, response to each item and the location where the • information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REYiSED AND ORIGINAL PLANS. OWNERS NAME DATE: 060 -2 ASSESSORS PARCEL NUMBER PERMIT NUMBER ot- RESPONSE FOR PLAN CHECK LETTER DATED: S � �-'IVCL�.� — Gc•�s�'t� PLAN CHECK ITEM # RESPONSE BY. LOCATION ON PLANS/CALLS; dive COMMENTS. / 14 5p� f tt F- C, OVA PLAN CHECK ITEM # RESPONSE BY: LOCATION C I PLANS/CALCS: - ✓ ? lj . T{4��� �r.,SS tttjcJ p e la � Tr,, COMMENTS: / s e5 c6,1 red -Gr M W"e - t ui � add e vejjca (C P 1 ov -r- 4T e uG4•Ur6t.COL2 C " �• �- �w 'F rG� w. a 512. SOQ 6 IS D-2 Ac.iisccQ #RESPONSE -Fa st►o�s (uJq PLAN CHECK ITEM BY: Tv aks l'v+c LOCATION ON PLANS/CALCS: COMMENTS: ,Z `O 6A� ci C(L�► w< < w (� ,AFr► n Com► L-iS c� CA�u IfvP (CATEZ I C,ow�rv�R To r���c.�`iE S (G PLAN CHECK QXM# RESPONSE BY: LOCATION ON PLANS/CALCS: .7-") ~f 5 a, COMMENT : IL S L nN '5—t a�►.s tv L N S4T- Z Q %.� e PLAN CH K ITEM #' � O ~� S ��.� O/v g•re�'i0,v .. RESPONSE BY: LOCATION ON PLANS/CALCS: !®Q ���- 15D4 iV COMMENTS: (Q is ed C4 PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal, this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be t v. response to every item requested in our plan correction letter. `By others" is not considered a valid response. Please indicate yo, response to each item and the location where the information can be found on the pWWcalcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LEITER AND RETURN WITH REVISED AND ORIGINAL PLANS, OWNERS NAME DATE: ►rr 1 e `mc— ;? �I10 � ASSESSORS PARCEL NUMBER PERMIT NUMBER ZESPONSE FOR PLAN CHECK LETTER DATED: .1 1 1gI®� 'LAN CHECK ITEM # IRESPONSE BY. LOCATION ON PLANS/CALLS• r g) nolee 1 �? M ' P%e acv �' i r3 SS r���s ga. ►ode �t OMMENTS: - y� -�11ieser.,,� eine�u, tT • coke :sc ed iS fir 161 hoes om iit2� o -AN CHECK ITE -M# RESPONSE BY: LOCATION ON PLANS/CALCS: M- 1R9Q�V�'i r �YuCiCI L'w��� )MMENTS: 'rz.,S �-5 vvv�c$•et� +n iYvL'Fi.uti►.S �-y . . V-ki o,c "COMMENTS: SD ` i'r'•i�0. � . � SO f -� inc.l� �. all o� � �-rt 1�. be�„�.. co„\rec-+-•c.qs .� re��sed �' reel °. Si Tc �•,� °�l�Y"1„LO��i Pic -AL, Ar c- IN 11�R-e- ;CP l ;C t)EM I L- _'R� CAO— OuT_ (O X$ r'Wr, gaq►H O� PLAN CHECK ITEM # RESPONSE BY. %L vCAw� GoC �rTL'O '�" SrIT CJS, , LOCATION ON PLANS/CALCS: . `� r►/1�-it Te��� ��- � � � : I jam-, S I COMMENTS: FLo�(z SRA w►t w is b t= Lf3 t U iJ O N A l� S + — (-G �G� F21�►u1 tv (e lJW L 2 USINCo Q�G,i p0 �T �►� ib►� OG 5�. ► , t P t,- F- ��> U'7v�rt,. �c S � _o , ., S 4T' S /� Z � S 1 •rev cSeJ +09v�o� C,ld.« Cor�r��-C�°y.5 b Foo•�� S Z 1� S PLAN CHECK M#RESPONSE BY: a'L V G G a D LOCATION ON PLANS/CALCS: 52 C -S C44.) COMMENTS—.4i, ` vtcitl i 6r►l r e� �,� re t�nS loci l5 i hb ► ce�kc Q a h lan Wkx (G �, � t9 - �!c i6th C iLW S PCT �j c o r� ( �11Gl�c.�r, 1l°J Ih re w5e b�oc.�l 'r6�n la hro. ;.role I 1^64c';. 4' " Ani At_so. D Z- `��` WL 1 l4�► S 2— A 1e rql be � e►n v,►1. C <; L v4 n e a PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re-submittai. this form is not complete, as to all correction items, we will not be able to accept your re-submittal for review. There must be a val response to every item requested in our plan correction letter. "By others" is not considered a valid response. Please indicate yo, response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND REiLRN WITH OWNERS NAME DATE REVISED AND ORIGINAL PLANS. M aAt �Pqc, u , '4'00 1 tzI ASSESSORS PARCEL NUM13ER PERMIT NUMBER 039-080-OCI RESPONSE FOR PLAN CHECK LETTER DATED: Tl �N sluu cru V-� CEC - M# RESPONSE BY: LOCATION ON PLANS/CALCS: / I (V) , COMMENTS: - W► rle i v r C S ►� ai- (6-ter d &,f PLAN CHECK ITEM # RESAAPONSE Sr LOCATION ON PLANS/CALCS: COMMENTS: �.AC ,-A ON �j Q �' £ Nf(.Al, V N %T \S Du A-L MACAW) ry ►^� PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/.CALCS: . COMMENTS: I S+t'T ZU 15 E.b To S9io h.! No o (Z- I „� PpS11`E p� PS ti PLAN CHECK ITEM# .1 RESPONSE BY: LOCATION ON PLANUC-ALCS: . `"� � i� . �`�'�'`J� e' SMT � ( • COMMENTS: id�S e�:srd -Iv Cail F use- reOUS,ed February 18, 2004 Matt Teague, P.E. 620 Alder Street Chico, CA 95928 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 039-080-095 Building Permit Number: 03-3829 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COIVEVIENTS: 1. The enclosed school fee form is to be completed by the Chico Unified School District and the ,completed form returned to this office. ff. Please show location of heating and air conditioning equipment on the plans. ,KThe dining / laundry door can not swing over the steps per Sec. 1003.3.1.6 (2001) C.B.C. Provide a landing or reverse the swing of the door. The office to me he minimum size and dimensions per Sec. 310.6.2 and 310.6.3 of (2001) /Levet t B. C. •s 4-0 V! Provide energy calculations reflecting 2tft square feet. (Z w%se- N�►v e2I��'� STRUCTURAL COMMENTS: Please address the following notes on the truss calculations: Truss B 1 note # 8. Truss B2 note # 9. /Truss D1 note # 5 0/ P ease provide listing and installation instructions for Trulox connectors shown on truss ,erayout sheet. Will these be field installed? UV Provide a positive connection at post to beam connections to resist uplift and lateral displacement at porches. The use of lag bolts is acceptable. �S ' y floor framing of the loft. Include connection of the stairway to the loft and the first oor and specify foundation support required for the stairs. 2 x 10 V+ f �� ? 00 600 19 rovide 4" boundary nailing of roof diaphragms D 1 and D3 as specified on sheet L-8 of the tructural calculations. Provide 16d nails at each side of the truss top chord to the top plate as specified on page L- 13 of the structural calculations. Please clarify on detail 4/SD2 and specify nail spacing required. 1 of 2 0 • Provide verification from the truss manufacturer that all trusses required to transfer drag loads have been designed accordingly. Provide detail 5.6/SD2 as specified on the roof framing plan and on page L-15 of the ('j!tstructural calculations. Pjoase key 3/SD2 to the roof framing plan. ecify # 4 rebar top and bottom on detail 8/SD4. Le rhe 1/2" and 5/8" diameter anchor bolts used to connect the floor joist ledgers to the f6undation appear to be overstressed. The allowable shear values used on page G-4 of the structural calculations are for parallel to grain shear. The ledgers are loaded perpendicular to the grain. Please revise the plans and calculations to reflect 370# for 1/2" bolts and 530# for 5/8" bolts. Also 6" minimum embedment is required to obtain the values from 2001 NDS Table 11E. Provide adequate stem wall thickness to accommodate the required ,embedment depth. Please specify requirements in details 1 and 6 on sheet SD4. 1i2. Please define `BP". The plans indicate "braced wall panel per Chapter 23 UBC". Please specify type of braced wall panel you intend to install. 0. Please revise details 1 and 3 on sheet SD3 to show the MST126 strap on the face of the 2x4 ledger as specified in the structural calculations. The details show the straps along the ,bottom of the ledger. A Simpson MST126 is 2-1/16" wide. (Fthe vide (2) A35 clips attaching each joist block to the mudsill as specified on sheet L-10 of structural calculations. Detail 3/SD4 indicates (1) A-35. cify footing sizes required to support porch posts. 121, 3 Not 5µ �� «,., it S ,v v Ge:ti 1 t @ 6 If you wish to discuss any of these requirements, please call (53 0) 538-7541 between the hoursL� s of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Russell. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Russell Bloomfield Philo Hunt, P.E. 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Z— 9 ►1534 3YL1 c��'j ' . mokom" BC CALC® 2003 DESIGN REPORT - US Sunday, December 21, 200309:55 Single 6 3/4" x 9" BOISE GLULAMTm 24F-V4/DF File Name: gl : RB01 Job Name: Description: Address: Specifier: City, State, Zip: , Designer: N.1'e0L j114"' Customer: Company: Code reports: NER 486, LA - 01365 Misc: 0 12 10-04-00 I) 12-00-00 08-08-00 BO, 5-1/2" 3472 lbs LL 1866 lbs DL General Data Version: US Imperial Member Type: Roof Beam Number of Spans: 3 Left Cantilever: No Right Cantilever: No Slope: 0/12 Tributary: 10-00-00 Live Load: 20 psf Dead Load: 15 psf Partition Load: 0 psf Duration: 115 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARDT°d, BC OSB RIM BOARD TM, BOISE GLULAMTM VERSA -LAM®, VERSA -RIM®, VERSA -RIM PLUS®, VERSA -STRAND TM, VERSA -STUD®, ALLJOISTO and AJSTM are trademarks of Boise Cascade Corporation. Page 1 of 1 B1, 5-1/2" 9889 lbs LL 6025 lbs DL Total Horizontal Length - 31-00-00 B2, 5-1/2" 9228 lbs LL 5422 lbs DL B3, 5-1/2" 3049 lbs LL 1484 lbs DL Load Summary ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf. Area Left 00-00-00 31-00-00 Live 20 psf 10-00-00 115% Member Material BO Dead 15 psf 10-00-00 90% 1 level 1 roof - morUnf. Area Left 00-00-00 31-00-00 Live 20 psf 07-06-00 125% 15913 lbs 61.9% 80.9% Dead 15 psf 07-06-00 90% 2 DL for 6'-8" wal Wnf. Lin. Left 00-00-00 31-00-00 Live 0 plf n/a 90% Wall/Plate 5-1/2" x 6-3/4" 4532 lbs Dead 100 plf n/a 90% 3 FUTURE FLR J,Unf. Area Left 00-00-00 31-00-00 Live 40 psf 10-00-00 100% Dead 10 psf 10-00-00 90% Controls Summary Control Type Value % Allowable Duration Load Case Span Location Moment 16810 ft -lbs 73.8% 125% 6 2 - Left Neg. Moment -16809 ft -lbs 95.7% 125% 6 1 - Right End Shear 4417 lbs 36.4% 125% 4 1 - Left Cont. Shear 7047 lbs 58.0% 125% 6 1 - Right Total Load Defl. L/465 (0.267") 77.4% 4 1 Live Load Defl. U635 (0.195") 56.7% 4 1 Total Neg. Defl. -0.067" 8.9% 4 2 Max Defl. 0.29" 29.0% 5 2 Bearing Supports %Allow 0% Allow Name Type Dim. (L x W) Value Support Member Material BO Wall/Plate 5-1/2" x 6-3/4" 5338 lbs 23.0% 22.1% Douglas Fir 61 Post 5-1/2" x 5-1/2" 15913 lbs 61.9% 80.9% Douglas Fir B2 Post 5-1/2" x 5-1/2" 14651 lbs 57.0% 74.5% Douglas Fir 63 Wall/Plate 5-1/2" x 6-3/4" 4532 lbs 19.5% 18.8% Douglas Fir Notes Design meets User specified (L/360) Total load deflection criteria. Design meets User specified (L/360) Live load deflection criteria. Design meets arbitrary (1 ") Maximum load deflection criteria. Member Slope = 0, consider drainage. Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing "Z Z��L S cr. oG.v �M G^� 3n�j�-� C►, ��. 'r13�p rr o N ZD RIC I I -' -L2(;4rs -203 z -4--�d o -*CI) p ► - C:) .la:�'HS -R4 1 *-::3Q U-#, in 16 b - -Lao�4s --536 z1 xh. z - ,a�� sx�a►,s -0-43- �ar� moo --AaWLP r►w 70 �Z a'd �g�� cZ = X ow' _ „z i "obi tri � Q n $) � S 1V / 2/) '1 � $ � = XnZ� oz, n Z1 � c�oj, aL /(*Zqo = LL' xaZ.\1 ���� (� � TOO LL's h,L) r� E~ BC CALL® 2003 DESIGN REPORT - US Wednesday, November 05, 200310:02 LENT S4aA� J�ngleI;; 715".0 -400=1 :9 DF Job Name: Address: City, State, Zip: , Customer: Code reports: ICBO 4665, NER 446 File Name: BC CALC Project Description: Specifier: Designer: M.11 e4y�— Company: Misc: r 0 C. J01 Standard Load -40 psf 1 10 psfSAadr�,1S't•. 7 - .., ...j- y. _ _` ".�"�♦ �� Af "•. ? Y ` .i: �.,v. �+.i:f +w,. -c tlt ri A. 14-10-00 18-10-00 BO, 1-3/4" B1, 5-1/4" B2,1-3/4" 352 lbs LL 1135 lbs LL 432 lbs LL 66 lbs DL 284 lbs DL 99 lbs DL Total Horizontal Length - 33-08-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. S Standard Load Unf. Area Left 00-00-00 33-08-00 Live 40 psf 16" 100% Member Type: Joist Dead 10 psf 16" 90% Number of Spans: 2 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value % Allowable Duration Load Case Span Location Slope: 0/12 Moment 2461 ft -lbs 82.8% 100% 2 2 - Left OC Spacing: 16" Neg. Moment -2461 ft -lbs 82.8% 100% 2 1 - Right Repetitive: Yes End Reaction 531 lbs 55.9% 100% 5 2 - Right Construction Type: Glued Int. Reaction 1419 lbs 53.5% 100% 2 2 - Left Cont. Shear 758 lbs 46.7% 100% 2 2 - Left Live Load: 40 psf Uplift 23 lbs n/a Total Load Deft. U548 (0.412") 65.6% 5 5 1 - Left 2 Dead Load: 10 psf Live Load Defl. U654 (0.346") 73.4% 5 2 Partition Load: 0 psf Total Neg. Defl. -0.109" 21.9% 5 1 Duration: 100 Max Deft. 0.412" 41.2% 5 2 Span / Depth 19.0 n/a 2 Disclosure The completeness and accuracy of Notes the input must be verified by anyone Design meets User specified (U360) Total load deflection criteria. who would rely on the output as Design meets User specified (U480) Live load deflection criteria. evidence of suitability for a Design meets arbitrary (1") Maximum load deflection criteria. particular application. The output Minimum bearing length for BO is 1-3/4". above is based upon building Minimum bearing length for B1 is 5-1/4".' code -accepted design properties Minimum bearing length for B2 is 1-3/4". and analysis methods. Installation Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing of BOISE engineered wood products must be in accordance with the current Installation Guide _ 7 3 _ /�j` ' tt and the applicable building codes. " 3' �t — j Q 'L To obtain an Installation Guide or if; r = 1! 7 = t. /d �' 1 you have any questions, please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARDTm, BC OSB RIM BOARDTM', BOISE GLULAMTM', VERSA -LAM®, VERSA -RIM®, VERSA -RIM PLUS®, VERSA-STRANDTM', VERSA -STUD®, ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 UMSE„ �. '-I6A�1'=718" SC F400-1.9 DIF Job Name: Address: City, State, Zip:, Customer: Code reports: ICBO 4665, NER 446 G -L BC CALC® 2003 DESIGN REPORT - US Wednesday, November 05, 2003 10:03 File Name: FJ_Rspan : J01 Description: Specifier: Designer: /vl • 1Gka��C/ Company: Misc: Standard Load - 40 psf 10 psf Spaang y6" lwl AL BO, 1-3/4" 61, 3-1/2" 396 lbs LL 396 lbs LL 99 lbs DL 99 lbs DL General Data Version: US Imperial Member Type: Joist Number of Spans: 1 Left Cantilever: No Right Cantilever: No Slope: 0/12 OC Spacing: 16" Repetitive: Yes Construction Type: Glued Live Load: 40 psf Dead Load: 10 psf Partition Load: 0 psf Duration: 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARDTm, BC OSB RIM BOARDTm, BOISE GLULAMTm, VERSA -LAM®, VERSA -RIM®, VERSA -RIM PLUS®, VERSA-STRANDTm, VERSA -STUD®, ALLJOIST® and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 Total Horizontal Length - 14-10-00 Load Summary ID Description Load Type Ref. Start End Type Value OCS Dur. S Standard Load Unf. Area Left 00-00-00 14-10-00 Live 40 psf 16" 100% Dead 10 psf 16" 90% Controls Summary Control Type Value Moment 1834 ft -lbs Neg. Moment 0 ft -lbs End Reaction 494 lbs Total Load Defl. U693 (0.257') Live Load Defl. U866 (0.205") Max Defl. 0.257' Span / Depth 15.0 % Allowable Duration 61.6% 100% n/a 100% 52.0% 100% 51.9% 55.4% 25.7% n/a Load Case Span Location 2 1 - Internal 1 - Left 1 1 1 1 Notes Design meets User specified (U360) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Minimum bearing length for BO is 1-3/4". Minimum bearing length for 61 is 3-1/2". Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing 1lj Ir -JE - BC CALC® 2003 DESIGN REPORT - US G-1 Wednesday, November 05, 2003 10:08 W CT' :S pIe l8" �_600-2.1 'DF ` File Name: FJ_Uspan : J01 Job Name: Description: Address: Specifier: City, State, Zip: , Designer: VIA _ ftA Customer: Company: Code reports: ICBO 4665, NER 446 Misc: Standard Load 110 psf 110 psf �OC_Spaang 16" AL Ak .:Y� ..f �. 1�' 11' ..1 _ �'; � .4 �}. F >�-!er af. `f.,, i .ski{ 1 .a .�c�.-A• f': ..J'k{..i.-� m..,,.+.e"' .,.�-y' BO, 3-1/2" B1, 3-1/2" 502 lbs LL 502 lbs LL 126 lbs DL 126 lbs DL General Data Version: US Imperial Member Type: Joist Number of Spans: 1 Left Cantilever: No Right Cantilever: No Slope: 0/12 OC Spacing: 16" Repetitive: Yes Construction Type: Glued Live Load: 40 psf Dead Load: 10 psf Partition Load: 0 psf Duration: 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARDTm, BC OSB RIM BOARD-, BOISE GLULAM-, VERSA -LAM®, VERSA -RIM®, VERSA -RIM PLUS®, VERSA-STRANDTm, VERSA -STUD®, ALLJOIST® and AJST"° are trademarks of Boise Cascade Corporation. Page 1 of 1 Total Horizontal Length - 18-10-00 Load Summary ID Description Load Type Ref. Start End Type S Standard Load Unf. Area Left 00-00-00 18-10-00 Live Dead Controls Summary Control Type Value Moment 2956 ft -lbs Neg. Moment 0 ft -lbs End Reaction 628 lbs Total Load Defl. U533 (0.424") Live Load Defl. U666 (0.339") Max Defl. 0.424" Span / Depth 19.0 % Allowable Duration 54.8% 100% n/a 100% 44.1% 100% 90.1% 72.1% 42.4% n/a Value OCS Dur. 40 psf 16" 100% 10 psf 16" 90% Load Case Span Location 2 1 - Internal 1 -Left 1 1 1 1 Notes Design meets User specified (U480) Total load deflection criteria. Design meets User specified (U480) Live load deflection. criteria. Design meets arbitrary (1") Maximum load deflection criteria. Minimum bearing length for BO is 3-1/2". Minimum bearing length for B1 is 3-1/2". Entered/Displayed Horizontal Span Length(s) = Clear Span + 112 min. end bearing + 1/2 intermediate bearing DOSE" BC CALC® 2003 DESIGN REPORT - US W. Thursday, December 18, 2003 14:56 T:"-ooQ (C� D Single 3 1/2" x 9 1/2" VERSA-LAM(g) 3080 DF File Name: FB -Col: FB01 Job Name: Description: Address: Specifier: City, State, Zip: , Designer: r11. -(t Customer: Company: Code reports: ICBG 5663, NER 442 Misc: y�,�Y Standard Load -'40 psf 115 psf Tributary 17-00-00 ��<<J1x�r�tNJ "•.Y "; xr •r"� �rw`i�°.��y �� x�`*+ . q3�- Y���„��i 'kms Lr �y�/ t 'R�'•.�yi{' �„�(M1 �1,t` ��4M =SgaWv ?a; e Y(�! _ 1 :R"a� �:� � K� BO 3003 lbs LL 1164 lbs DL General Data 9203 ft -lbs Version: US Imperial Member Type: Floor Beam Number of Spans: 1 Left Cantilever: No Right Cantilever: No Slope: 0/12 Tributary: 17-00-00 Live Load: 40 psf Dead Load: 15 psf Partition Load: 0 psf Duration: 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARD-, BC OSB RIM BOARDTm, BOISE GLULAMTM', VERSA -LAM®, VERSA -RIM®, VERSA -RIM PLUS®, VERSA -STRAND-, VERSA -STUD®, ALLJOISTO and AJS"" are trademarks of Boise Cascade Corporation. Page 1 of 1 Total Horizontal Length - 08-10-00 Load Summary ID Description Load Type Ref. Start End Type S Standard Load Unf. Area Left 00-00-00 08-10-00 Live Dead Controls Summary Control Type Value Moment 9203 ft -lbs Neg. Moment 0 ft -lbs End Shear 3420 lbs Total Load Defl. U410 (0.258") Live Load Defl. U569 (0.186") Max Defl. 0.258" % Allowable Duration 66.4% 100% n/a 100% 54.1% 100% 87.8% 84.3% 25.8% B1 3003 lbs LL 1164 lbs DL Value Trib. Dur. 40 psf 17-00-00 100% 15 psf 17-00-00 90% Load Case Span Location 2 1 - Internal 1 - Left 1 1 1 Notes Design meets User specified (U360) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". Minimum bearing length for B1 is 1-1/2". Entered/Displayed Horizontal Span Length(s) = Clear Span + 112 min. end bearing + 1/2 intermediate bearing z RE,�g- S �-N Dti2 (lo, s � DF#2 F'b 900 F'v 180 Dead Load(pso 30 E 1600000 Live Load (psi 20 Total Load (psfl 50 Span (ft) 10 DF#1 Tributary (ft) 1 F'b 1000 F'v 180 .: E 1700000 w 501 A req (1 S req M max 6251 #2 2.083 8.333333 #1 2.083 7.5 4x6 Deflect.. L_ /x 1 48.53 #2 0.144885 828.25 A 19.25 #1 0.136362 880.01 S . 17.65 4x8 1 111.1 #2 0.063288 1896.1 A 25.38 #1 0.059565 2014.6 S 30.66 4x10 1 230.8 #2 0.030465 3939 A 32.38 #1 0.028673 4185.2 S 49.91 4x12 1 415.3 #2 0.016931 7087.8 A 39.38 #1 0.015935 7530.5 S 73.83 -�ey � E•I G-9 wAu� 6J uC: L-0 19 = T -a of s s A '!��2- L u --,ems 5,*.E-�-, S = tA <,r �b -�ey � E•I G-9 wAu� 6J uC: L-0 19 = T -a of s s A '!��2- L u --,ems 5,*.E-�-, DF#2 F'b 900 F'v 180 Dead Load (psf) 15 E 1600000 Live Load (psf) 20 Total Load (psf) 35 Span (ft) 9 DF#1 Tributary (ft) 12 F'b 1000 mj F'v 180 E 1700000 w 420 A req (1 S req M max 4252.5 #2 15.75 56.7 #1 15.75 51.03 4x6 Deflect. Ux 1 48.53 #2 0.798494 135.25 A 19.25 #1 0.751524 143.71 S 17.65 4x8 1 111.1 #2 0.348793 309.64 A 25.38 #1 0.328276 328.99 S 30.66 4x10 1 230.8 #2 0.167898 643.25 A 32.38 #1 0.158022 683.45 S 49.91 4x12 1 415.3 #2 0.093308 1157.5 A 39.38 #1 0.08782 1229.8 S 73.83 `-t __ •..�L _ y2�? x - IPSO � Z 2 .F Fc2 G- 10 use 1v.�Sp ELq'le� Inc) e7- 100 r:�:-t6 c.T C_onVZ- lam' SPEZ-'R oa DF#2 F'b 900 F'v 180 Dead Load (psq 15 E 1600000 Live Load (pso 20 Total Load (psf 35 Span (ft) 10 DF#1 Tributary (ft) 7.51 F'b 1000 F'v 180 .. E 1700000 Iw . 262.5 A req (t S req M max 3281.25 #2 10.94 43.75 #1 10.94 39.375 4x6 Deflect. Ux 1 48.53 #2 0.760644 157.76 A 19.25 #1 0.7159 167.62 S 17.65 4x8 1 111.1 #2 0.33226 361.16 A 25.38 #1 0.312715 383.74 S 30.66 4x10 1 230.8 #2 0.15994 750.28 A 32.38 #1 0.150531 797.18 S 49.91 4x12 1 415.3 #2 0.088885 1350.1 A 39.38 #1 0.083657 1434.4 S 73.83 �o X l 0 CI�e p S T31. -E 16 r -k s -I �L4�N1_ 'DES. (VA s) \) ALL- UtA z- O L- 9 r 2 w4 - ) ot , wLG) = z4go .�- 131 lb _ 40-11 L{ ,l- S. S' —P� i.. Mr = 11fo3 x = 3593 S03 USS. t S x L4,� - lgoo s I o. S6 = 10-7 u 2—�y" _ X73.5 i 31 �1� OIL }+3 ,,�� gd y� �t►zt 'P�lwS �pIDFrSs�� � re 27,4 oto —�P 2 - l LA 0) Z4 , r oc- X 12 = 1 3 6q c CIVI1. TFOF USE CAUF�' ��� Spu�S �� cst a b G oTfaM E M ST I Z.G 1-50 + IStze = 31l„n 1 °3 u-= , _- s-7 ply --� u �-3S a 72 oc C-61 ; 45o x Z' 57 F1 # )(44. 4 = 33�� �5 �� � coN..Pr'•�.� � SvJ� rix )XZ S , . r 2 w4 - ) ot , wLG) = z4go .�- 131 lb _ 40-11 L{ ,l- S. S' —P� i.. 2�wo ISIS* , CD Cr1oR,i �C = (LVgO )(.1 T. bi +C( -Sl ° )CVZ, e3) = 5L14 ZZ Fr zz Mr._ �3C�`�psi x �q.51 + t,�,vs; k ,- X9 z lI Z i = S Pial' MoT = 5(-4zZ x Mr = 11fo3 x = 3593 T= 5285 � t S x L4,� - lgoo s 2�wo ISIS* , CD Cr1oR,i �C = (LVgO )(.1 T. bi +C( -Sl ° )CVZ, e3) = 5L14 ZZ Fr zz Mr._ �3C�`�psi x �q.51 + t,�,vs; k ,- X9 z lI Z i = S Pial' MoT = 5(-4zZ x Mr = 11fo3 x = 3593 T= 5285 � t tMr = ��103 x L4,� - lgoo J AN"oQ- BcL-T S ��s�.. sem% x err �� zx. s►�� 971 x 2" YHDIe ..,. I SSTL3L.2a �6t= 5�a i f @oUXX;(uci Fce,cx' td = j2x(31 }S7 -f% - Z$1(o < 33`vd AQ; /tet IZ vc. as 2ti. (c,F 410?1- cN,V.1 s \" f;g 4y.(- REA-"& A6oaE !fuel.. Z w ir► p py.> S l 5PUC..t 'Ta -rap K.A.Ts PMPH C.F G0v0ZlvS FDR- T? SPiLE ;C.F (2� X z't 60 x 0.ao to d x i YL. %-Wk c J BOISE, BC CALC® 2003 DESIGN REPORT - US L Lv - LA,v n 'iZ� eGN� Z W#-L%- G-- #-L%- Single 6 3/4" x 9" BOISE GLULAMTm 24F-V4/DF File Name: gl_revised : RB01 Job Name: Description: Address: Specifier: City, State, Zip: , Designer: Customer: Company: Code reports: NER 486, LA - 01365 Misc: �0 12 G-- 3 (R&j o'eo Thursday, February 19, 2004 10:50 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIN1111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIDI1111111111111111111111111111111111111111111111 09-09-00 ` 11-06-00 09-09-00 BO, 5-1/2" B1, 5-1/2" B2, 5-1/2" 3326 lbs LL 9450 lbs LL 9450 lbs LL 1772 lbs DL 5626 lbs DL 562:6 lbs DL Total Horizontal Length - 31-00-00 General Data Version: US Imperial Member Type: Roof Beam Number of Spans: 3 Left Cantilever: No Right Cantilever: No Slope: 0/12 Tributary: 10-00-00 Live Load: 20 psf Dead Load: 15 psf Partition Load: 0 psf Duration: 115 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMERS, BCI®, BC RIM BOARDTm, BC OSB RIM BOARD"" BOISE GLULAMTm, VERSA -LAMS, VERSA -RIM®, VERSA -RIM PLUSS, VERSA-STRAND'm, VERSA -STUDS, ALLJOISTS and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 B3, 5-1/2" 3326 lbs LL 1772 lbs DL Load Summary ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf. Area Left 00-00-00 31-00-00 Live 20 psf 10-00-00 115% Dead 15 psf 10-00-00 90% 1 level 1 roof - moUnf. Area Left 00-00-00 31-00-00 Live 20 psf 07-06-00 125% Dead 15 psf 07-06-00 90% 2 DL for 6'-8" wal Unf. Lin.. Left 00-00-00 31-00-00 Live 0 plf n/a 90% Dead 100 plf n/a 90% 3 FUTURE FLR JUnf. Area Left 00-00-00 31-00-00 Live 40 psf 10-00-00 100% Dead 10 psf 10-00-00 90% Controls Summary Control Type Value % Allowable Duration Load Case Span Location Moment 15102 ft -lbs 66.3% 125% 6 2 - Left Neg. Moment -15102 ft -lbs 86.0% 125% 7 2 - Right End Shear 4178 lbs 34.4% 125% 4 1 - Left Cont. Shear 6624 lbs 54.5% 125% 6 2 - Left Total Load Defl. U533 (0.219") 67.5% 4 1 Live Load Defl. U706 (0.195") 51.0% 5 2 Total Neg. Defl. -0.079" 10.6% 4 2 Max Defl. 0.241" 24.1% 5 2 Bearing Supports % Allow % Allow Name Type Dim. (L x W) Value Support Member Material BO Wall/Plate 5-1/2" x 6-3/4" 5098 lbs 22.0% 21.1% Douglas Fir B1 Post 5-1/2" x 5-1/2" 15076 lbs 58.6% 76.7% Douglas Fir B2 Post 5-1/2" x 5-1/2" 15076 lbs 58.6% 76.7%Fir B3 Wall/Plate 5-1/2" x 6-3/4" 5098 lbs 22.0% 21.10/ OQ Uj cc Notes Design meets User specified (U360) Total load deflection criteria. ,J+ CNIV%- Design meets User specified (U360) Live load deflection criteria. T,� Design meets arbitrary (1") Maximum load deflection criteria. OF �JII\FG Member Slope = 0, consider drainage. Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing {;`" C'017 -"7g y0 Tot -'�'� .�.� ►�N �� 35n -- x_"I -vo:J 4 x� �o ez CLL z23,12► ir" �► ►� dv.1- �8 ' I 1 Z 11 I W �� n - z Z41 O --1.Z�l►S �l.---iQ LI�.�-, C Ste?-��.�c mood 3'as' Q b - {;`" C'017 -"7g y0 Tot -'�'� .�.� ►�N �� 35n -- x_"I -vo:J 4 x� �o ez CLL z23,12► ir" �► ►� dv.1- �8 ' I 1 Z 11 I W �� n o U Eq -F-1 PSN C?Op ZCVkE:7 , J r C-vAw a� COQ rgMX. SQP.ti . C Dead Load (psfl 15 1000 Live Load (psfl 20 E Total Load (psfl 35 A req (fv) S req Span (ft) 10 30.25 Tributary (ft) 7.5 263.4 w 262.5 M max 3281.25 DF#2 F'b 900 F'v 180 E 1600000 DF#1 F'b 1000 F'v 180 E 1700000 #2 A req (fv) S req 247.91 10.9375 43.75 30.25 10.9375 39.38 6x6 Grade Deflect. Ux 1 76.26 #2 0.484055 247.91 A 30.25 #1 0.455582 263.4 S 27.73 x8 193.4 �20�.9 628.7 A 41.2 1 668 S 51.56 6x10 1 393 #2 0.093929 1277.6 A 52.25 #1 0.088404 1357.4 S 82.73 6x12 1 697.1 #2 0.052954 2266.1 A 63.25 #1 0.049839 2407.8 S 121.2 ��oQROFESSIp l Exp._b v clwv- sl�lFOF csauF C(Zp,�SE p� TO: Butte County Building Department 2/26/04 FROM: Matt Teague, owner/designer Permit # 03-3829 RE: Teague Residence- Dayton Rd. Chico, CA -- AP # 039-080-095 REVISIONS IN ADDITION TO PLAN REVIEW RESPONSE FORM The original plans submitted for review on 12/22/03 for the above referenced project have been revised per the attached completed PLAN REVIEW RESPONSE FORM. In addition to these changes, other revisions have been made to the dans and are listed below for your review: ■ The wall to the right and perpendicular to the front door shown on SHT. Al has been / extended two (2) feet. The foundation plan on SHT. S1, and the elevation view on SHT. A4 d has been modified to reflect this change, as well as other sheets showing the wall layout for reference only. No other structural modifications for this change were necessary. The additional square footage (12 ft2) at the entry has been added to the revised total found on Al. ■ Partition wall added between front entry and kitchen, and kitchen cabinets have been extended as shown on SHT. Al. Window at front entry changed to 2'-6" full round from 2'-0" due to product availability. Shown on SHT. Al and A4. Revised energy talcs included as part of Response Form reflect this change. Spans between 6x6 posts supporting interior glu-lam shown on ':HT. Al between living rm. and kitchen have been modified. Foundation plan on SHT. S 1 modified to reflect change per the revised structural calculation page G-3 (REVISED), enclosed, to replace original structural calculations. Max load on footing revised to 15,076 lbs. Use 4'x4'x12" footing at each column per page G-1 of the originally submitted structural calculations using 15,913 lbs /max load. The sizes of the three sliding doors at the rear rear shown ori SHT. Al have been modified. Energy talcs reflect this change. Elevation on SHT. A4 and section 2/A5 revised also for this /change.. All sheets showing wall layout as reference revised. No impact on shearwall design. 2'x4' skylights added to master bath and exterior rear porch shown on roof framing plan /SHT. S2 and on roof plan SHT A2. _ Energy talcs to reflect charge for master bath skylight. P Size and shape of gable -end windows at front and rear of second level changed as shown on SHT. A2. Elevations on SHT. A3 & A4, section 2/A5 and detaA 5/SD3 also revised. Energy Vtalcs revised to reflect this change. Note: this change results in a decrease in glazing area.. All exterior porch beams shown on SHT. S2 changed to 6x8 and hangers for beam to wall connection changed to HUC68TF. Revised structural calculation page G-11 (REVISED) nclosed to replace original. v alur-3 s ve-e4 G-11 Detail 1/SD3 revised to show 4x6 header in place of double top plate above second level windows with Simpson MSTC28 straps to splice to top plate. Revised structural calculation page L-9 (REVISED) included to replace original showing chord force of 3380 lbs. for Dr governing connection design. Enclosed: Plan Review Response Form "\ Revised Plan Set (2 copies) Revised Energy Calculations (2 copies) Revised Truss Calculations pages for Items # 1, 2, 7 of Review Response form(2 copies) Revised Structural Calculations pages L-9, G-3, G-4, G-11 (2 copies) Matt Teague, PE "1105 ,, J .4)) , 'AN3 4 10514;, cA-aSS�TQS IA2(\C) -d 3 or l �A —r I b N% S qr e £ = L si — gg J�•30 I S91 LSI = �� •► x .8f1 = 1'� �zta�N�s� � � � N IaIWO. CAN pit 1 - % 'ed -I V ry 19 1Z0 s-+1+ary �oru►,�pJ PO)1 Zvi rvmAuv ll sSins T--rurvIs ao--y r-440"do Cc?o n-1-;p,vi rwa S rov"'d -M3c O !7d:.L -1 i-vn /L� � T�� � Q}. �j3 S 1 11?1� � Q`"1n0.'•� N'�S � �-� �� � -}�S �'� 0 SZ 1 s S31A14 " N N N N N N AAA A N 2 r 0 EXISTING WE PARCEL #t UNKNOWN S n a OWNER; UNKNOWN ' ACRES; UNKNOWN AG USE, WALNUT t PARCEL #- 039-OBO-093 OWNER, UNKNOWN ACRES, 0.7688 AG USE, NONE r p �j i O EXISTING WELL ?EXIST.HOUSE PARCEL #, 039-080-094 E OWNER, DREW 4g ACRES, 8.7933 P N AG USE, NONE - (wild oats, NCE S oak trees) PROPOSED 200' OF LEACH LINES • f a PROPOSED LEACH PROPOSED RESIDENCE REPLACEMENT AREA PROPOSED 1200 GAL SEPTIC TANK E�aSTING GRAVEL i DRIVEWAY N 4 I --PROPOSED CONCRETE y DRIVEWAY PARCEL #, 039-080-068 OWNER- GRZANICH _ ACRES, 23.66 AG USE, ALMOND EXC;TING WELL APPROVED SITE PLAN Butte County ®' Environ a Health ate r Environmental Healtri = PARCEL #, 039-080-089 OWNER; A & J FARMS ACRES;55.75 AG USE, ALMOND DEC 1 5 2003 Chico, CA LB C sae ® FLOCO�R PLAN LEVEL ONE AREA 1/,f . >i LVL ONE 1925 SQ. Fr. LVL 7W0 235 SQ. FT. 2160 SO, FT. APPROVED GARAGE 765 SQ.FT. Butte County ronme I atth ' rnvironmentai Health DEC 1 5 2003 Chico, CA 3 W 5 w 1.1.. Z 0 U MATT TEAGUE 620 ALDER ST. CHICO. CA 95928 (530) 893-1350 DESIGNED MATT TEACUE DRAWN MATT TEAGUE DATE n DEQ 2003 REVISIONS DATE W Z O J W ilu" J I QZ J a O O J LL W Z CO rn W o � ��00 W O p � U D o0� U a Q H M31A38 kiNnoo 0 m'd' waa �r CA E c! z e w a 8 0 �R 0 Nx OAU 13A3l - N"d EMMA 9Z696 `d0 '001H0 as Nouea co wk �2 ok0, E �N� 33N3aIS3a 3f1Jb�3 w 9., ENVIRONMENTAL HTALTj DEC 17 2003 CHIC®, CALIFORNIA waa �r CA E c! z e w a 0 Nx ENVIRONMENTAL HTALTj DEC 17 2003 CHIC®, CALIFORNIA 7m7 Lo W WN00 O °' I' o F- p U 00 M ) a O cQ � (. L M=ted N U Q 1 OF 1 DRAWN M. TEAGUE DATE JAN. 30. 2008 REVISIONS IAI DATE J O O IL Z 05 Z aLU - ci 0c) LLI M z0�o C'f O 0' CO c . -.O �2�� M=�a C,4 U Q 1 OF 2 CEC 680,26 BONDING SHALL BE INSTALLED AS DESCRIBED BY 2007 CEC. FIXED METAL PARTS WITHIN 5 FEET OF THE INSIDE WALL OF POOL SHALL BE BONDED TO COMMON POOL BONDING GRID I AN OUTDOOR SWImm IN 0 POOL SHALL BE PROVIDED WITH DROWNING PREVENTION SAFETY FEATURES THAT COMPLY WITH CALIFORNIA HEALTH AND SAFETY CODE SECTION 1 15920-1 1 5928. THESE FEATURES SHALL BE: INSTALLED, INSPECTED AND APPROVED PRIOR TO PLASTERING OR PILLING WITH WATER. 0 EXISTNG A . PAK-EL j-11039-080-094 /ELL C R F S; 8.14 NG A-20 . .... . . ....... . ... .. AG us' GRAZ1N6 I-XiS, I /z?f EXISTING SEPTIC SYSTEM .......... ... 39 APPROX. g 90' EXISTING EXI /i 6o PROPOSED SWIMMING POOL STING AG WELI- RESIDENCE— EXISTING GRAVEL Afi/M 7 DRIVEWAY ELEC. FROM GARAGE SUBPANEL TO POOL EQUIP. EXISTING -"-, j f WELL n THE 2007 080, CIVIC, CPO, CEO, AND 2005 CALIFORNIA ENER13Y STANDARDS AS AMENDED BY THE JURISDICTION APPLY TO THIS PROJECT. N OTE SITE CONDITIOrIS ENGINEERING MAY BE REQUIRED IF ANY OF THE FOLLOWING AWN SITE CONDITIONS ARE 013SERVED AND NOT SHOWN ON THE EAGUE APPROVED PLANS: kTE EXCESSIVE SLOPES 0. 2009 EXPANSIVE SOILS SIONS— EXCESSIVE CUTS OR FILLS DATE ALTERATIONS TO NATURAL DRAINAGE OTHER UNUSUAL SOIL OR GEOGRAPHICAL CONDITIONS NQ ACRE'S1 Z 0 N t N( 0(i USI : AG (W.N NUTS) PROJECT PARCEL #039-080-09 NOTN' ACRES, 6.04 ZONING, A-20 IS RESPONSIBLE FOR Ive - - - ----- -- -- ---- PROPERTY OWNER ����� IONS OF PROPERTY LINES DETERMINmr-4 LC eRA41r PLANS AND EASEMENTS AND MAINTAINING REQUIRED zeaijel SHAILL - - AND TY LINES AND Se ON SETEIACKS FROM tRtJRFP Stre F:OR ALL EASEMENTS. A SURVEY MAY BE REQUIRED IF ADJ,-HK'CEL H39-060-069 #NspecTIONS DETERMINED NECESSARY Sy THE SUILIDINS ;,.RES : 23,66 ZEIND A-20 QFFICIAL. USE: A& (ALMONDS) CEC 680.26C b "tlEquipoten ial Bonding Grid shall extend he cluipotentia' under paved walking surfaces for not less than Lfeet hor—' izontallyools. beyond the inside wall —,!1v of p SITE PUN 1, - 10Ir COMPLY WITH 2007 CALIFORNIA ELECTRICAL CODE ARTICLE 680 BUIL Ilei PERMIT# RARC'M-# V" 1.0 600 0) LLI ry 04 0 0 k;' ell cy) Lr) I z LO tr)DoLj 00) — F << 0) c) DO 03 0 (0 ') ck LO C14 � NINE' < SEE THE ATTACHED SWIP-4MING POOL _RE.WUiREMENTS OF 2 I LO 3' MIN. WIDE u, �N R —'` s� ~� s <4 CONCRETE DECK t3 o rn 00 fs' - - M I /l\� f N OTE. 1® o U oo 0) ` _ E;EE THE; ATTACHED O o � �. SWIM!"41NO POOL (010 J A REQ j1RE; E N T"� N V Q I ' Z) A' . A * PLAN 2 � �a I ILLII j` LEGEND CEC 680.25+0 E -- �� BONDING _ q ui oiential Bondin The EquipotenGrid tiai Bonding Grid shall extend � SKIMMER $�lAlaL sTA�.,�E�,680-26 20T p1XED PART � r � � under paved walling surfaces for not less than 3 feet horizontal) beyond R RETURN . METAL LBF- B OF �BE ��T�I Tr�E,raSl��wA�� 3' HIGH MAX. the inside wall ofpools. { D POOL LIGHT OF POOL ��lA�l BOWEL) TO COMMON POOL BONDING c3R1D � b MASONRY LANDSCAPE WALL I, DRAWN _ I ,R /'--�-. M. LEAGUE DATE JAN. 30, 2009 Q REVISIONS r.� DATE I� .;.. i ' .� AN OUTDOOR SWIMMING NG POOL SHALL BE PROVIDED WITH DROWNING PREVENTION SAFETY R' FEATURES THAT COMPLY WITH CALIFORNIA HEALTH AND SAFETY CODE SECTION 1 1 5920-1 1 5928. THESE FEATURES SHALL BE INSTALLED, INSPECTED n. 4 i - AND APPROVED PRIOR TO PLASTERING OR FILLING WITH WATER. 1. :p L st _ ty �1 Q 4 CIL ZI - i I 4 n R 4 d d a d . POOL EQUIPMENT - ' LOCATION ' sun \ t � deck R V E I LO 3' MIN. WIDE u, �N R —'` s� ~� s <4 CONCRETE DECK t3 o rn 00 fs' - - M I /l\� f N OTE. 1® o U oo 0) ` _ E;EE THE; ATTACHED O o � �. SWIM!"41NO POOL (010 J A REQ j1RE; E N T"� N V Q I ' Z) A' . A * PLAN 2 � �a 0wNO E P, i.. ' :.41 • I r;i L I , I ; BENCH AND STEP OPTIONS. SLOPE EARTH SURFACE 1/4" PER NOTE: TABLE NO. 1 GENERAL PLATES 1. UNDISTURBED EARTH MAY BE LEFT IN PLACE TO FORM THE STEPS OR BENCHES. REINFORCING STEEL BOND BEAM HORIZONTAL BARS MAY BE OWNER SHOULD BE PLACED AROUND THE STEP OR BENCH SHAPED EARTH 3° FOOT OR SLOPE DECKING 1/8" TO OVER OR U I. THIS STANDARD POOL STRUCTURAL PLAN MUS ( CLEAR FROM EARTH). 1/4" UNDER VERTICAL BARS. NON -EXPANSIVE EXPANSIVE NO DECK TBE ACCOMPANIED BY A CLEAR PLOT PLAN L 'KEEP SHOTCRETE (GUNITE) DAMP CONTINUOUSLY FOR 14 DAYS /HIGH EXP. BUILDG SURCHARGE SHOWING POOL & OR SPA SHAPE, DEPTH AND DISTANCE TO PROPERTY LINE, SLOPES AND 2. DO NOT TURN ON LIGHT WHEN POOL IS EMPTY, AFTER INSTALLATION. �j 2. THE EARTH MAY BE REMOVED AND BENCHES AND STEPS MAY BE FORMED OF SHOTCRETE (GUNITE) WITHIN PER FOOT AWAY FROM POOL TYPICAL INCLUDING ALL SPECIAL DETAILS. STRUCTURES. IN SAN BERNARIDINO COUNTY POO THE STRUCTURAL POOL SHELL REINFORCING AT THE SURFACE OF THE BENCHES AND STEPS IS OPTIONAL 2 STORY WOOD A B L APPROVED FOR PRIVATE USE ONLY, A SOILS 3. DO NOT USE BLACK RUBBER HOSE WHEN FILLING POOL IT MARKS THE PASTER).. C D REPORT MAY BE REQUIRED IN EXPANSIVE SOIL AREAS AND THE POOL LOCATION SHALL COMPLY 'FRAME BUILDING APPROVED SEALANT RECOMMENDED (PER WITH THE SAN'BERNARDINO COUNTY ZONING CODE, GLAZING IN HAZARDOUS LOCATIONS } 2. REPRESENTATIVES OF POOL ENGINEERING INC. HAVE NOT INSPECTED THE SITE & ARE RELYING BASIC GRID #3 1500 #/FOOT MAX. DETAIL #8). REQUIRED W/ EXPANSIVE SOIL ON INFORMATION PROVIDED BY THE CONTRACTOR OR OWNER TO DETERMINE THE ADEQUACY OF WHEN REQUIRED BY THE BUILDING OFFICIAL GAZING SHALL COMPLY WITH THE ATEST ADAPTED TABLES BARS ®12" O.C. COPING THIS STANDARD POOL STRUCTURAL PAN FOR THE ACTUAL SITE CONDITIONS. SHOULD SITE EDITION OF THE CBC SECTION 2406.3, ITEM 9 INCLUDING LOCALLY ADOPTED AMEN •: /�� BOND BEAM io io CONDITIONS VARY FROM THAT COVERED BY THIS STAN 1. GLAZING IN WALLS AND FENCES USED AS A BA AMENDMENTS. DECKING. MINIMUM TABLE TABLE TABLE WATER SURFACE. DRAIN STANDARD POOL STRUCTURAL PLAN, ITIS THE BARRIER SHALL BE SAFETY GLAZING WHEN ALL SEE DETAIL #1 & #12. �] RESPONSIBILITY OF THE CONTFRACTOR OR THE OWNER TO NOTIFY POOL ENGINEERING INC. AND OF THE FOLLOWING CONDITIONS ARE PRESENT: IN PER LOCAL B BONDAPPRB. 3" BELOW OBTAIN APPLICABLE SPECIAL ENGINEERING DETAILS PRIOR TO CONSTRUCTION. EXPANSIVE SOIL A. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE POOL E F TG GLAZING. SIDE OF THE BUILDING CODE. BOND BEAM. til DETAILS ARE VALID ONLY FOR STATED EQUIVALENT FLUID PRESSURES AND POOL ENGINEERING C W i� Ji rr'n" nr v°w�,4w w rHtr (3) #3 BARS. (4) #3 BARS. (4 3 BARS. 4 BA INC. RECOMMENDS THAT THE (OWNER OR CO B. THE GLAZING S C - „ o o , , _ N ) # O #3 R$. NTRACTOR OBTAIN A SOILS REPORT. I WITHIN 5 FEET OF A SWIMMING POOL OR SPA DECK AREA. _ 1 3. THIS PLAN IS NOT VAUD WITHOUT ADDITIONAL SURCHARGE. DETAILS WHEN THE CONDITIONS AS __ __� 3 0 MIN. z 0' ! -H -1 E.F.P. 30 P.C.F. 45 P.C.F. 65 P.C.F. 45 P.C.F. SHOWN IN DETAIL #3 APPLY ((PER LATEST ADOPTED EDITION OF THE 'CBC SECTION TITLE 24 (( x o o f •. ¢ Tl N 1805.3). ITII Ir D r� - I - - -� � M Q � 3 C° 4. THE STANDARD POOL STRUCTWRAL PAN lS NOT INTENDED TO BE APPLICAB VERTICAL=VERTICAL VERTICAL VERTICAL LE TO NON- MANDATORY REQUIREMENTS FOR POOL & SPA HEATING SYSTEMS & EQUIPME m ¢ tib` ¢ D R C C STRUCTURAL ITEMS INCLUDING BUT NOT LIMITED TO PLUMBING, ELECTRICAL, FENCING, CONCRETE 1. SYSTEM IS CERTIFIED WITH: `1HERMAL EFF( NT. ¢ _ ~ o < - _ _ z STEEL STEEL STEEL. NO R.B.B. j I f o o rCOPING o W Z 3 0 0 0 NG AND POOL GEOMETRICS. EFFICIENCY THAT COMPLIES WITH THE APPLIANCE \L DECK( „ 5.` DECKING CONSTRUCTION IS SHIOWN AS RECOMMENDED EFFICIENCY REGULATIONS, READILY ACCESSIBLE ON-OFF SWITCH, WEATHERPROOF 0 ¢ F 3 0 1 -0 3 #3 0 12 3 #3 ®12 3" #3 0 12" 3 3 ® 12 MINIMUM CONSTRUCTION AND DOES NOT OPERATING ==1r rn n r �- - I I --� n f ¢m ,a tiv= �wvi v� �` z CILR ES ---- DEMONS INSTRUCTIONS ON ENERGY EFFICIENT m I - ' _ �. b T n Tl II rn x ¢ „ - _ .-" - -- TRATE A SYSTEM THAT WILL RESIST HEAVING DUE TO SOIL EXPANSION. PILOT NT OPERATIONS, 0 ELECTRIC RESISTANCE A 0 RAT( NS, N RES STAN HEATING AND NO I- -� I o BENCH/STEPS ®®®® ¢ 3 6 1-D 3 3 3 3- 6. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST ADOPTED EDITION OF THE CALIFORNIA LIGHT. i < _... _ _ _ - _ 2. SYSTEM IS INSTALLED WITH: �{ ¢ SEE OPTIONS 1 / Z1 -- - - _ _ BUILDING CODE AND LOCAL. ORDINANCES. I ¢ - r' - -� / = a ¢ 4'0" 1 -0 3" - - ^'N 3" 4" 7. POOLS WITH DIVING BOARDS SMALL MEET DIVING BOARD MANUFACTURER'S P A. AT LEAST 36 PIPE BETWEEN FILTER &HEATER FOR FUTURE SOLAR HEATING. in r _ r _ r,- ABOVE -I 1 �i UNDISTURBED SOIL. w F- : 4�� POOL GEOMETRIC I.I i ! ) - - N F _I N _ -- _ ' - - - - - STANDARDS AND/OR LOCAL CODES. B. COVER FOR OUTDOOR POOLS OR OUTDOOR SPA. 1 ¢ } 1500 PSF MIN. ao 46' 1'-0" 3' 3/z 5" 3. POOL SYSTEM HAS DIRECTIONAL INLETS & A CIRCULATION PUMP TIME SWITCH TO PERMIT OFF I( iI 5' 8. SIGNS & SAFETY EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL CODES. PEAK OPERATION. r_ _� I I �_i_I_ ��i__. I- - I ! (- -I I BEARING VALUE. 5'0' 1'-6' 3' #3 6" 9 ASSISTIVE DEVICES FOR THE DISABLED,ALIIH DEPARTMENT APPROVAL AND PROVISIONS FOR UN - -- r C I I IT I j (! . _ INFLUENCE LINE I , #3 ®6� 4„ #3 6' 5 #3 ® 6„ 5„ - - -FENCING AND BARRIERS I ¢ 4' 5' Y - - - 10. CONTRACTOR OR OWNER SHALL VERIFY ALL FIELD CONDITIONS & DIMENSIONS AT JOB SITE. - -~ - ' I- I'- ' � �' I FOR FOOTING 'C"SHOTCRETE COVER r ' IT 1 _ { I - I -I- 5'6" 2'-0 3" 5/Z POOL LENGTH, GRADE BREAK LOCATIONS & DEP 1. PRIOR TO Fl WATER I i L_. i ( J ._ t I _I .L �� SURCHARGE TO BE CHANGED l •G p� � ,- „ �-" -- - - -- - - - -- -__ __ __ -_ -__ - -_ DEPTH DIMENSIONS AS NOTED ON THE PLOT PLAN LUNG, THE POOL AND OR SPA SHALL BE COMPLETELY ENCLOSED BY 5' MIN.. HIGH LIGHT PER I r r- 1 UNIFORMLY. j QQ �Q 6'0" 2 6 3 4 6 5,. SHALL COMPLY Willi APSP SUGGESTED MINIMUM STANDARDS FOR RESIDENTIAL POOLS OR FENCING & GATES WITH NO OPENINGS GREATER THAN 4", GATES TO BE SELF-CLOSING DETAIL 10. I _ I I I I I ° s �% /c. - -- - - - ,- __ - - - _ APPLICABLE STATE AND LOCAL. HEALTH DEPARTMENTS REGULATIONS AND MANUFACTURERS & I 6,6„ 3,-0 3 4 # �� :, SEE TABLE 1 r` � _ SELF -LATCHING CODES WITH LATCH A MIN. -0F 5' HIGH. WHERE THIS VARIES FROM LOCAL CODES, THE - � _ - _ RECOMMENDATIONS. ADD #3 0 12" O.C. `. -, ry - /z° 7" 6�" LOCAL CODES SHALL PREVAIL j I ELECTRICAL AND PLUM 2. WHEN REQUIRED BY THE BUILDING OFFICIAL, BARRIERS SHALL COMPLY WI1H THE LATEST `. LONGITUDINAL ®TRANSITION ACTUAL DIG LINE MAY�I TO" 3'-6" 3" 5" g' - - 7 _ - BING ADOPTED EDITION OF THE CBC SECTION 3109 • 1 ! INCLUDING LOCALLY ADOPTED AMENDMENTS. _ FOR EXP. SOILS. VARY, LOCATE STEEL - - "- - - -- - - - 1. ALL ELECTRICAL SHALL BE IN CONFORMANCE A. IN •_ - THE CITY OF LOS ANGELES, PROTECTIVE BARRIERS ARE REQUIRED IN CONFORMANCE 7 I • � i�ri Tf' TYP. FLOOR 3" CLR FROM EARTH 1 _II - � T6" 4'-0" 3" 5�fZ" 9° E81hWITH THE LATEST ADOPTED EDITION OF .THE RMANCE " _ CALIFORNIA ELECTRICAL CODE SECTION. WITH THE LOS ANGELES CITY BUILDING CODE SEC _-_ _ - .n , TON 91.6103(A). 6" THICK MIN. SHOTCRETE GUNITE SURCHARGE CONDITION: `' _ __ _ ,__ - -- - 2 ANY METAL WITHIN 5 OF POOL EDGE MUST (GUNITE) VERTICAL STEEL. iT t 8'0' 4'-6' 3' 6 1 O BE BONDED PERTHE ATEST ADOPTED EDITION OF B. IN THE COUNTY OF LOS ANGELES, BARRIERS REQUIRED BY GRAPIER 11.50 OF 1NUSE TABLE 1 SCHEDULE D', 24 MIN.r „ - - - - - - - __� _ _�- _THE CALIFORNIA ELECTRICAL CODE: ANGELES COUNTY HEALTH AND SAFE E LOS DUAL MAIN DRAINS AT LOW POINT. W/ #3 BARS 0 12" O.C. SEE TABLE 1 � TY LODE AND ORDINANCE 95-0039 SHALL BE(STEEL BASKET IS NOT REQUIRED.) EACH DIRECTION (BUILDING SURCHARGE) WHEN EXTEND WALL 8'6' 5'-0 3' 6" 10' 3. OBTAIN ELECTRICAL AND PLUMBING PERMITS ALONG WITH POOL BUILDING PERMIT REQUIRED. THESE BARRIER REQUIREMENTS SETBACK TO BUILDING FOUNDATION HORIZONTAL STEEL 4. ALL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND IN SITE PLAN; Q ENTS SHALL BE ATTACHED TO THE SWIMMING POOL REINF. INTO FLOOR. _l L _ ACCORDANCE WITH LOCAL REGULATIONS. C. IN THE CITY OF SAN DIEGO, PROTECTIVE BARRIERS MAIN DRAIN. PIPE SHALL NOT ENCROACH 'W' IS LESS THAN POOL DEPTH. #3 BARS 0 12" O.C. 5. POOLS SHALL' BE EQUIPPED ARE REQUIRED IN CONFORMANCE WITH INTO GUNITE SHELL (30" MIN. FOR TABLE 5G) Q ED WAIN A FILTERING SYSTEM & A DRAIN. THE CITY OF SAN DIEGO LATEST ADOPTED BUILDING CODE AMENDMENTS INDICATES TYPICAL RADIUS (ACTUAL RADIUS 6. BACKWASH SHALL BE DISPOSED( OF IN AN APPROVED M ALL DOORS IN DIVISION 84. 'fOR DUAL MAIN DRAIN REQUIREMENT SEE IN HIGH WATER TABLE, INSTALL NO DECK OR HIGH MANNER. PROVIDING. DIRECT ACCESS FROM THE HOME TO THE SWIMMING MAY VARY, SEE STRUCTURAL NOTE 7. GAS PIPING TO BE IN CONFORMANCE WITH LATEST ADOPTED EDITION 0 BE EQUIPPED OVI AN EXIT POOL SHALL ELECTRICAL AND PLUMBING NOTE 8. HYDROSTATIC VALVE AND ROCK (6' HIGH MAX. FREESTANDING ADDITIONAL BARS BEGIN AT 5'-0" FROM THE TOP .OF THE POOL #11) OR SOIL PLUMBING CODE. F THE CALIFORNIA ALARM AND A SELF-CLOSING, SELF -LATCHING DEVICE WITH A PACK AT LOW POINT. MASONRY SCREEN OR GARDEN WALL. (RAISED OR NOT RAISED). RELEASE MECHANISM PLACED NO LOWER THAN 54" ABOVE THE FLOOR. t: ALL DOES NOT REQUIRE ) 'D' INDICATES DISTANCE DOWN FROM TOP OF BUILDING FOOTING 8. CONTRACTOR IS ADVISED TO REFER TO SECTION 115928 OF THE CALIFORNIA HEALTH & D. IN THE COUNTY OF SAN BERNAD CODE FOR PROPER INSTALLATION OF THE POOL DRAIN SYSTEM. SAFELY, COMFORMANCE WITH SAN BERNADINO COUNTY CE BARRIERS ARE REQUIRED IN . SURCHARGE DETAIL) * IF POOL WALL HEIGHT ©DES NOT EXCEED 5'-0' THEN NO ADDITIONAL WALL TO INCREASE SHOTCRETE COVER AND SURCHARGE ODE SECTION 63.123, SEE COPY OF IF ARE REQUIRED. ((DOES NOT APPLY TO SUPPLEMENT DETAILS) ADD ADDITIONAL REINF, BARS. STRUCTURAL NOTES SWIMMING POOL ENCLOSURE STANDARD PROCEDURE ATTACHED TO SITE PLAN. f TI ( /� 1. FOR E.F.P. = 65 P.C.F., CONC. COVER = C + 2" 1. SOIL SHALL HAVE A MINIMUM BEARING VALUE OF 1500 PSF. CONCRETE S CITY OF FREMONT SPECIAL NOTES TYPICAL LONGI i UDINAL SECTION N•T•S• HALL T PLACED THESE NOTES ARE ONLY APPLICABLE STANDARD WALL SECTION AND CONSTRUCTIONAGAINST UNDISTURBED SOIL OR BUILDING DEPARTMENT APPROVED 90% COMPACT FILL. THIS IN THE CITY OF FREMONT. I SCHEDULES N•T•S• DISSIMILARPLAN IS OSOIL (CONDITIONS UNDER POOL, SUCH TABLE MERE POTENTIAL SAS CUFOR T -FILL RAN MOVEMENT FROM 1, GRADING LAN SHASEPARATE GRADING PERMIT IS REQUIRED FOR SWIMMING POOL INSTALLATION AT SLOPED SITE. I T FILL 1RANSITIONS.SHALL BE PREPARED, STAMPED AND SIGNED BY A LICENSED CIVIL ENGINEER IN 2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS & CONFORM TO ASTM A615 GRADE 40 FOR THE STATE OF CALIFORNIA. I SPECIAL DETAIL REQUIRED TOP OF TOE OF SLOPE OR OTHER NOTE: #3 BARS AND #4 BARS. SPLICES TO BE LAPPED A MINIMUM OF 24". MINIMUM 2. MINIMUM DISTANCE BETWEEN EXTERIOR WA SLOPE M CLEARANCE LL OF ADJACENT BUILDING & SWIMMING POOL SHALL: WHEN LESS THAN 10' SURCHARGE CONDITIONS WHEN ACTUAL SITE CONDITIONS EXCEED BETWEEN PARALLELBARSIS 2 '1/2". BE 3'-0" WIDE WALKWAY PLUS THE WIDTH OF SWIMMING POOL. BO PROVIDE ADEQUATE DRAINAGE TABLE NO. 5 RAISED BOND BEAM 3. (1) #4 BAR IS EQUIVALENT TO AND MAY BE USED IN PLACE OF 2 3 BARS THAN THE DEPTH OF THE POOL ADJACENT TO THE BUILDING. R ND BEAM ANDD LESS (SEE GENERAL NOTES #3) THE LIMITATIONS BELOW OR ADDITIONAL BEHIND POOL WALL. EXCEPTION THAT IF #4 BARS ARE USED FOR THE BASIC O # WTH THE STRUCTURAL PLAN DETAIL 2 REFER TO STANDARD POOL SURCHARGES NOT COVERED BY THIS BOND BEAM PER # PLAN ARE PRESENT, ADDITIONAL DETAILS #1 & #12 z 1/4" PER "- - - SURCHARGE DETAILS ARE REQUIRED. M FOOT, SPECIAL DETAIL REQUIRED �I WHEN LESS THAN POOL DEPTH OR H/4 m ` o ¢ i (1) #3 0 TOP _ x m 7.5' � w SPECIAL DETAIL MAX. H 4 L REQUIRED ( /) 1c) ¢ ,,_, m I o - � I( -WATERPROOFING �- FfNG RECOMM ENDEDWHE oIN LESS THANH 60/H0RIZ. STEEL wzm10' MIN. 20' t� 0 6" C.M.U. W( MAX.I c / BARo S 0m12O..w N N 3V �, I ERT. BAR 0 rn v.. 24" O.C.a I a w o I SOLID GROUT. ALTERBOND-->r- PER- - - NATIVE ^ o C.B.C. SECTION 1805.3.3� I- , r ��r24" BEAM LOCATION l BOND BEAM WATER SURCHARGE COADDITIONAL SPECIAL DETAILS VERT. STEEL IaNE. STEEL w/ NDITION S REQUIRED FOR CONDI N.T.S. 3 SEE TABLE 5, EMBED. TIONS ABOVE SCHEDULES E, F -0R G 3•,C, IZ. STEEL REFER TO AMERICAN NATIONAL STANDARD FOR RESIDENTIAL IN -GROUNDS . , � SWIMMING POOLS PUBLISHED BY CLR. C 3" P AMERICAN NATIONAL STANDARD INSTITUTE (ANSI) AND THE NATIONAL SPA & POOL INSTITUTE (APSP) BEACH ENTRY STEEL AND SHOTCRETE SHALLOW SHELF (REEF) (GUNITE) THICKNESS PER MASONRY NOTES: APPROPRIATE WALL 1. CONCRETE BLOCK SHALL BE GRADE N "=rv�nr.,,nw'�;r.uw.-0,wv.,,r�. ^ilu�vsP'vV'vslwn/+ (EXPOSED TO WEATHER), TYPE II (NON -MOISTURE jJl e s , I, , SCHEDULE. ;N � U^��-�`>„J�.vnn.��,: ,v 7_t CONTROLLED), NORMAL WEIGHT UNITS (135 PCF), CONFORMING TO IBC SEC. 2103, AND _ Trr ASTM C'90. ALL CONCRETE BLOCK SHALL HAVE A DESIGN STRENGTH OF fm = 1500 psi. I . POOL FLOOR THICKNESS S 2. GROUT SHALL CONFORM TO IBC SEC. 2103 & ASTM C 476 WITH fc=2 000 PSI. S � EE IBC TABLE 2103.12 FOR PROPORTONS.OF INGREDIENTS. ^o � _. : n MAY VARY TO ACHIEVE .7 71 co DESIRED WATER DEPTH. _ 3. MORTAR SHALL BE TYPE M WITH fc = 1800 psi AND SHALL - p L CONFORM TO IBC SEC. 2103 ^� -- & ASTM C 270. SEE IBC TABLES 2103.8 1 2 FOR PROPORTION O.O AND PROPERTY 11 T SPECIFICATIONS. SEE STRUCTURAL NOTE 91 NON -EXPANSIVE E EXPANSIVE NO DECK/HIGH EXP. F .G E.F.P. 30 P.C.F. 45 P.C.F. 65 P.C.F. D C VERTICAL STEEL C VERTICAL STEEL C VERTICAL STEEL 3'6" 3" #3 ® 12" T 3" #3 0 12" 3Y2" #3 ® 12" 4,6„ 3., /Z 5%" W 5'0" 3" #3 0 6" 3%„ #3 ® 6" 5%" #3 ® 6" 5,6., 3„ 4„ 6Y2„ -- 6'8" 4" 6„- 7'O" 5 _ 6" #3 ® 4„ - 8%" #3 ® 3" - 7'6" 5%" 6• 8 „ 8.0„ 6Y2„ - 7„ 8,6„ �%„ 8- 9 81, 10'0" 9. - - - rill, _ -12%"11'0„9. 13 - GRID, THE MAXIMUM SPACING IS #4 ' BARS AT 18" D.C.. CITY OF ROCKUN SPECIAL NOTES 4. THE PAN TABLES SPECIFY THE MINIMUM REQUIRED REINFORCEMENT. FOR CONVENIENCE OF THE THESE NOTES ARE ONLY APPLICABLE IN THE CITY OF ROCKLIN. INSTALLER, THERE MAY BE MORE: REINFORCEMENT THAN SPECIFIED AT ANY GIVEN POINTIN THE POOL' STRUCTURE. 1. IN THE ABSENCE: OF A SITE SPECIFIC SOILS INVESTIGATION, SWIMMING POOL AND SPA 5. GROUNDING (PER THE LATEST ADOPTED EDITION OF THE CALIFORNIA ELECTRICALCONSTRUCTION SHALL CONFORM TO CODE) OF THE STANDARD POOL STRUCTURAL PLAN STEEL AND GUNITE STRUCTURAL REINFORCING MUST BE INSTALLEDSCHEDULES P LES FO PRIOR - R HIGH TO PLA EXPANSIVE CEMENT OF VE S01 CONCR L WITH CONCRETE. A MINIMUM SOIL EQUIVALENT FLU ID PR S 6.PRESSURE 0 SHOTCREIE,(GUNIIE) TO BE IN CONFORMANCE WITH CBC SECTION 1913 &SHALL HAVE A 65 P.C.F. (SCHEDULES C AND G). F MINIMUM COMPRESSIVE STRENGTH 0 2. F 2500 CONCRETE ETE SHA AT 28 LL BE DAYS. PLACED WHERE AP AGAINST APPLICABLE, UNDISTURBED E SHOTCRETE IURBED S RETE OIL OR (GUNITE) TO BE IN CONFORMANCE WITH CBC SECTION 1904 DURABILITY REQUIREMENTS. CERTIFIED ALL COMPACTED TO A MINIMUM OF 90% OF THE MAXIMUM DRY.. DENSITY IN ACCORDANCE WITH. ASTM D1557. 7. CEMENT SHALL CONFORM TO CBC SECTION 1903.1, ACI 318 SECTION 3.2, ASTM C 150. I 8. SHOTCRETE/GUNITE IN CONTACT WITH SOIL SHALL BE IN ACCORDANCE WITH ACI 318 SECTION CITY OF SAN JOSE SPECIAL NOTES 4.3 FOR CONCRETE EXPOSURE SULFATE AND ' AS DIRECTED BY LOCAL THESE ESE NO NG OFFICIAL. TES ARE ii IAL. R ONLY A f PPLICAB LE IN THE CITY OF SAN JOSE. 9. KEEP CONCRETE DAMP CONTINUOUSLY FOR 14 DAYS. 1. ENGINEER TO SPECIFY TABLES AND DETAILS THAT APPLY TO A SPECIFIC JOB BY ONE OF THE MALL INTERIOR SURFACES OF POOIL/SPA SHALL BE COATED WITH A WATER-RESITANT SURFACE. FOLLOWING METHODS: 11. FLOOR To WALL TRANSITION RADIUS MAY VARY DEPENDING ON CONTRACTOR OR OWNER DESIGN A. A SITE PLAN STAMPED AND SIGNED BY THE ENGINEER REFERRIN INTENT. RADIUS SHALL NOT BE LESS THAN 1 -FOOT AND SHALL NOT EXCEED 5 -FEET. DETAILS AND SCHEDULES. GTO THE APPROPRIATE CONTINUOUS SHOTCRETE INSPECTION B. A LETTER STAMPED AND SIGNED PROVIDED THE SAME INFORMATION. C. A STANDARD POOL PAN WITH THE ADDRESS WRITTEN IN BY THE ENGINEER ALSO PL WHERE REQUIRED ALL PNEUMATIC CONCRETE PLACEMENT SHALL BE INSPECTED BY A SPECIAL IDENTIFYING SCHEDULES AND DETAILS. INSPECTOR IN CONFORMANCE WITH CBC SEE 1704, WHO SHALL SUBMIT A STATEMENT 2• SWIMMING POOL AND SPA CONSTRUCTION SHALL CONFORM To STANDARD POOL STRUCTURAL. ,NGINDICATOR COMPLIANCE WITH THE PANS AND SPECIFICATIONS. PLAN STEEL AND GUNITE SCHEDULES `WITH A MINIMUM SOIL EQUIVALENT FLUID PRESSURE OF I 45 P.C.F. FOR EXPANSIVE SOIL (UNITED SOIL CLASSIFICATIONS GW, GP, GM, GC, SW, SP, SM, SM -SC, ML). AN EQUIVALENT FLUID PRESSURE OF 30 PCF, NON -EXPANSIVE SOIL, ,MAY ONLY BE USED IF RECOMMENDED BY A SOILS ENGINEER. - - 3.OVER THE "COUNTER PERMITS ARE NOT POSSIBLE IN AREAS DESIGNATED GEOLOGICAL HAZARD.' THE MASTER PLAN MIGHT BE USEABLE BASED AS SPECIAL _ --- --- GEOLOGIC AND GEOTECHNICAL REPORTS. ON THE FINDINGS OF THE AN SWIMMI11J13 POOL SHALL BE _ 4. IN ACCORDANCE WITH CBC SECTION 1802.2.7 A SITE SPECIFIC SOILS INVESTIGATION MAY BE PREVENTION PROVIDED WITH oRDwINING PREVENTION REQUIRED FOR PROJECTS LOCATED IN SEISMIC DESIGN CATEGORIES D, E, OR F. SAFETY FEATURES THAT COMPLY WITH CALIFORNIA HEALTH A4ND SAFETY CODE v,. A I 1 59 20-1 11 59 28. THESE r1h. J. SECTION !pl� L�v - FEATURES SHALL BE LIN STALLED, IN5PECTED p`N.` r l • f++'";Fi I,i V'•';CEC V9V..Vi, Iuputpote,lttal Bonding Gr id O 2 TO PLASTERING OR }" . s J �I - ' The E uilWtential Bonding Grid shall extend AND APPROVED PRI R t �,-. .v; 1 l b FILLING WITH WATER. ,- , +� '"LJ" tinder aved walking surfaces for not less g ,> an 3 feet horizontally beyond the inside wall _ ® MAINTAIN 18 MIN. EMBEDMENT INTO of pools. SHALLOW FEATURES N.r.s. UNDISTURBED OR 90% COMPACTED SOIL 4 RAISED BOND BEAM - N.T.S. BY,THE USE OF THIS PLAN, THE USER ACKNO - Jr . NOTES WLEDGES THAT HE HAS READ & UNDERSTANDS ALL OF THE NOTES INCLUDED HEREIN. 6 NOTE: BOND BEAM PER TABLE 9" &LARGER SPA AIR -LINE 6„-8„ BRICK OR PRECAST MAY BE LOOPED N0. 1 &DETAIL #12. 2' 2' PROPERTY RIGHTS TO ALL DRAWINGS R INTO SPA BOND ln) i _ CONCRETE COPING, "n , wH antro �w r vn rd REPRESENTATIONS, 9 1/2 3RD AND IDEAS, DETAILS, NOTES & SPECIFICATIONS EITHER COPIES OR 4TH BEAM. -MAINTAIN X oi�r- e ' 2 3 LEVEL OR EXPANSION JOINT & SEALANT to 12 ORIGINALS THEREOF THAT MAY BE INCORPORATED I „ ¢ z , I BA # x (4) #3, BARS TOP OF GUNITE 4 0 MIN. BAR ATED INTO >, LOCATION THIS DESIGN ARE THE PROPERTY - R RTY SO _ . I E D, FOR = LEY 0 1 CLR. TQ-REINF. � ¢ I �+. . , BARS. � .,-:.. , .. : . ' -=-- ' ,;.. W/ GROUT PLACE :_- ;.s Q REX F POOL I- 6 _.:.. EXPANSIVE SOILS. MAY VARY' TO ENGINEER( -- = rn ,. ,:. ... < _ , , � NG INC. P o ., DECKIN I PERMISSION FOR " 15 FELT OR,4 G ANY COEASAID w _ _ �., , .. # . ,MIL.-, ,....,. E I PER D „t 1 ,•, `'I " x 1 MIN. .... _ _ .:: _ r< � __ ,r _ E--- LECIRICAL J B ETAIL'` 8 � " „ THICK co LR. ,, ... , OX. # LU 3 BARS 1 COPYRIGHTED # , .>.,-. PROVIDE 2 1 2 MATERIALS DRAWLREPRESENTATIONS,t . ¢ .... , . „ ; : _ NGS, :1: r 3 VI _ / � I SQUEEN':ON TOP. ,�.. ., „ � AROUND ALL: IDEAS Lt_ ,: r� .. DETAILS, SPECIFICATIONS SPA LIGHT 12 O.C. COPING _ _ . 8 .M N , - CLR. BEIYVE EITHER ORIGINAL OR N Cl „ _ _. _ I. , ABOVE DECK W TER . , EN _. A G : 3 B _ .. OPIES E PIPES. ARS 12 _ THEREOF TO •.. E _ BE MADE CO F # z _; PIED OR ALTS a < .. RED B WAY . CD `.. PARALLEL' _ LINE 0 .,... , . BARS.. ,. R FLOOD • - _ LINE; _ _. _.��, ,,. m _ "'' __. 7 (o WHICH FINISH B ,.... �_.._, _ .OND BEAM : _ _ � A ,.. _.. _ _ .,.. , _ _ _ W 3 BA - NY PERSON BUS( O.C.0. _. .. .. . __ ,.: .. _ 4) RS NESS OR CORPORA . I : / �. _ # _. T- TON MAY ONLY BE , �(i l .C. EA:' WAY. r: ., _ r .,. ., DECKING. EVER IS GR ,, r ,_ .. __. ' � , '" • - EATER. >:. . • (GRADE. ,• :PER_D _ AUTHORIZED TI1 d y ETAIL 1 & 12. WITH THE EXPRESSED suv+w,nnn.r # _ # ,. .... _ � WRITTEN PERMISSION _ v Q. EQ. �C . a , ,:,. _ - :.TLE ,.... _ , , _ O Q �. _ . _ .: , � _...., , _ .. F POOL ENGINEERING WATER __ SKIMME .: ... t .. . . , o : � „_ ,. -. _ . _ ,INC: BY THE USE OF .i_ R _ ... .,. � .. '� .,.� ,. ,. _. THIS PAN " WATER T - i _ �3 t, xF , ..,�. ... ,,.. .. :TINE USER ACK ; - -- - � _ �.. _ _ ._ � _. .: HOWLED „ - - _ _ ... � ACKNOWLEDGES HE HAS __ _._ �,, --al - - . BOND READ & LINE. 24 COVER. I T. ren Orr . _ BEAM PER \ _ f . -Tf( TABLE N0. 1. _ 6 \ _ __ _ ,r ., PLUMBING � uNOERST , �j MAY BE LOCATED ANDS ALL OF THE NOTES INCLUDED HEREIN. LINE. fil F r-T(I-TiJ f m wn Lv rr� nom, vrw wvr N REINFORCING PER LAP 2 3 BARS \\ 1!I _ R DETAIL 41 MIN. O # IN BOND. BEAM LOWER C BOND BEAM HORIZONTAL .. CORNER " It c5 a MAINTAIN 1" CL 3 BARS MAY BE OVER OR R. TO REINF. ,, #10. NOT REQUIRED IF 6 e BEND \�\ I z ,,; ZCOMPACTED 2 1/2 � �'. CALCS BY. MIN. CLEAR PROVIDED. \� M ci FILL CLR. X ¢� o w CLR. UNDER VERTICAL BARS. A.J.C. ' -Y 24" MIN. LAP ! z 5" MIN.-��, BOND �� = S ,? a AROUND ALL. BEAM �' W �9l . �. o PRECAST COPING OR BRICK DRAWN BY: II INTO SPA FLOOR #3 BARS L _ \ ( z T.L.L. TI li -Tf_ . UNDER - - 07y a o w p _I „ NOTE: OR POOL WALL. 0 12"O.C. 1! T ��i PRO ANTI - VORTEX ii IT (2) #3 Z BARS _ FN I_" SKIMMER. �\ X `F ` I v, y 8__� VIDE (2) ANTI VORTEX CIRCULAl10N DRAINS PER PUMP THAT EA. WAY. #8 COPPER ��\ \'T'D M\N' .0 o ¢ � 7 I CHECKED BY: R.L.L. GROUND WIRE �.�� r "1 1 _ \f'9� 6 w m w ,< (2) #3 BARS I ARE HYDRAULICALLY BALANCED AND SYMMETRICALLY PLUMBED I o A = M ¢ THROUGH °T" FITTINGS. DRAINS SHALL BE SEPARATED BY THREE DAM WALL 6° DAM -LAP INTO SPA REINF. 1 \ cn_ FEET IN ANY DIMENSION.' 0 - ____�_ __� _ SECTION AT SKIMMER L J / a I, ; H RIZ. BAR _ C.E.C: APPROVED <-'VENEER. SEE ELECTRICAL AND PLUMBING NOTE 8. 12 DAM LAP INSIDE BARS INTO SPA RE�NFJ 4 FIXTURE OF \ - `O BEND OTE, LAP SPLICE: CONDUIT FA � VERT. STEEL - LAP OUTSIDE BARS INTO POOL - - - 24' LENS 1 'F,t - _ . SEE THE ATTACHED 24" 6" RECESSED O 45 OR 90. \ SPA DETAILS MAY BE USED POOL MIN. (2) #3 BARS MIN. ` f' �i o I_ 1 MILE VVI hI Ml I� POOL h ✓� SPA DETAILS -- FOR LIGHTS 9�A L. R SPAS WITHOUT POOLS. N.T.S. 7 LAP EACH WAY OJ BOND BEAM PERS\ / r;, l• 4� l AROUND NICHE. �Q ��Q TABLE NO. 1. - <-PLASTER I�E9.11JIPEI'�/1ENTS �s '� 3" 18' MIN. � � h•. LAP, TYP. F I ; 4'-0 MIN. IMPERVIOUS DECK 4 R. 1° 0� ROCK OR BRICK NOTCH 67 0 M .APPROVED SEALANT SLOPE 1/8"-1/4' INSTALL PER MANUELA � r - _ pilo 0,, .. PERF MANUFACTURER ,rte VERT. STEEL ' OOT 'IT-�i T • WOOD POST ST F 31 2FROM D / t RAIN if _ 0 3 0 6 O.C.OCi . � BAR NOTES: ToATTACHED PATIO COVER o r 4'-0" DEEP & BELOW. �. � , _, I IMAX. DEAD +:.LIVE LOAD = 2000 Ib. • T,e 1. INSTALL NO. 8 COPPER GROUND WIRE FROM LIGHT NICHE �` at ;� w zl T 11 :. NOTE: I_. ,I4 TO I T OR CA �+ o SATURATION PROVIDE CON I 1:-. " " BRASS CONDUIT TO POO _ HORIZONTAL STEEL i&7 v - , W o'I'D CONTROL JOINTS _ I _ 3 CLR. M 5: MIN. L REBAR, OR NON METAWC „ - .. (ROCK ON. I I LEVEL TOP OF BOND BEAM' �� CONDUIT CAN BE USED WITH INSULATED NO. 8 COP #3 BARS ® 12 O.C. TYP. �, BOND BEAM. RECOMMENDED WHERE APPROPRIATE 11= - Tf[ PER WIRE 1 I WITH GROUT & PLACE 15 " � _ TYPICAL. TYPICAL # Li w I _ L I FELT L PRIOR TO INTERIOR W/ APPROVED POTTING COMPOUND PER THE C.E.C. GALV. SIMPSON POST BASE. _ I i�, OR 4 MIL VISOUEEN ON 1 �' _ NOTE: TOP OF BOND BEAM. POURING DECK. , 2 SWIMMING POOL LIGHTING FIXTURES SHALL COMPLY WITH BOND ELECTRICAL & -�jN-� � 6' PLAN Alf SKIMMER APPLICABLE UNDERWRITERS' LABORATO EXTRA REINFORCING TO EXTEND PLUMBING NOTE 2 z REMAINDER OF JOINT IN STYROFOAM OR FOR RIES REQUIREMENTS PLAN VALID ONLY WITH WET R LIGHTING FIXTURES U.L STANDARD 676. 24 MIN. EACH SIDE OF RAMP. . FOOLING RECOMMENDED OTHER EXP: MATERIAL. CONCRETE SHALL 3 1 2" MIN. CONC. MASTIC STAMP & ENGINEERS SIGNATURE NOT TOUCH COPING, BOND BEAM OR / .DECKING. _- FOR EXPANSIVE SOILS.{T_ NILE IN RED INK ON PLAN. ADJACENT STRUCTURES.. TTC IN EXPANSIVE SOILS WHERE MIN DECK REQMTS CANLE ONCRETE AUTHORIZED SIGNATURES: RONALD L LACHER, P.E. ' EXPANSIVE SOIL DETAILS I ARE NOT MET USE TABLE 1, SCHEDULE 'C' N.T.S. 8 SKIMMER DETAIL N.T.s. 9 SECTION AT LIGHT Iv.T.s. AARON J. COWEN, P.E. 10 SHALLOW/DEEP END RAMP '11 BOND BEAM DETAILS N.r.s. 12 TODD L. LACHER, P.E. - - - - TRAVIS M.-BENEDICT, P.E. STANDARD PLAN. APPROVALS: - --- -_ r CSC 6130"26 BONDING COMPLY W I�I`H 2 0 0 SHALL BE INSTALLED AS DESCRIBED B'( SHEET: 2007 CEC. FIXED METAL PARTS WITHIN 6 CALIFORNIA STAN DARD POOL L PREPARED IN ACCORDANCE WITH pool Ron Lacher, R.C.E. FEET OF THE INSIDE WALL. OF POOL SHALL BE BONDED TO COMMON POOL BONDING engineering 1201 N. , Californian Ave, ELECTRICAL ��'r �2I ISA L, I� ® � THE 2007 CALIFORNIA BUILDING CODE g g Anaheim, Ca92807 � LL GRID ARTICLE E 680 STRUCTURAL PLAN (2006 INTERNATIONAL BUILDING CODE) Inc. Fax (714)630-6114 00 1 100 CBC07 - NC)RCAL Phone: (714) 630-6100 r 4 ? " , T .. COPYRIGHT' 2009, POOL ENGINEERING INC.