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B-2016-2366CITY OF CUPERTINO BUILDING PERMIT BUILDINGADDRESS: CONTRACTOR: PERMIT NO: B-2016-2366 10775 PENINSULAR AVE CUPERTINO, CA 95014-0121 (326 03 025) OWNER/BUILDER OWNER'S NAME: MANSCH MICHAEL P AND JOANNE E TRUSTEE DATE ISSUED: 07/28/2016 OWNER'S PHONE: 408-807-0575 PHONE NO: LICENSED CONTRACTOR'S DECLARATION BUILDING PERMIT INFO: License Class Lic. # Contractor OWNER/BUILDER Date X BLDG X ELECT X PLUMB I hereby affirm that I am licensed under the provisions of Chapter 9 (commencing MECH X RESIDENTIAL COMMERCIAL with Section 7000) of Division 3 of the Business & Professions Code and that my license is in full force and effect. JOB DESCRIPTION: CONSTRUCT PATIO COVER (208 S.F.) TO INCLUDE (N) BBQ, GAS I hereby affirm under penalty of perjury one of the following two declarations: STOVE, FIRE PIT AND ELECTRICAL LIGHT FIXTURE' UPGRADE 1. I have and will maintain a certificate of consent to self-insure for Worker's ELECT PANEL, UPGRADE GAS LINE, INSTALL CONCRETE SLAB Compensation, as provided for by Section 3700 of the Labor Code, for the WITH NEW SWIM SPA. performance of the work for which this permit is issued. /REV #1 - REVISE DECK AND GUARDRAIL AT SWIM_ SPA - ISSUED 2. I have and will maintain Worker's Compensation Insurance, as provided for by 4/20/2017 Section 3700 of the Labor Code, for the performance of the work for which this Sq. Ft Floor Area: Valuation: $5000.00 permit is issued. APPLICANT CERTIFICATION I 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 APN Number: Occupancy Type: and state laws relating to building construction, and hereby authorize 326 03 025 representatives of this city to enter upon the above mentioned property for inspection purposes. (We) agree to save indemnify and keep harmless the City of Cupertino against liabilities, judgments, costs, and expenses which PERMIT EXPIRES IF WORK IS NOT STARTED may accrue against said City in consequence of the granting of this permit. WITHIN 180 DAYS OF PERMIT ISSUANCE OR Additionally, the applicant understands and will comply with all non-point source regulations per the Cupertino Municipal Code, Section 9.18. 180 DAYS FROM LAST CALLED INSPECTION. Signature Date 4/20/2017 Issued by: MELISSA NAMES Date: 07/28/2016 OWNER-BULL DER DECLARATI I hereby affirm that I am exempt frol the Contractor's License Law for one of the R + ROOFS: All roofs shall be inspected prior to any roofing material being installed. If a roof is f m two reasons: i. I, as owner of the property, or my employees with'wages as their sole installed without first obtaining an inspection, I agree to remove all new materials for compensation, will do the work, and the structure is not intended or offered for inspection. sale (Sec.7044, Business & Professions Code) 2. I, as owner of the property, am exclusively contracting with licensed Signature of Applicant: contractors to construct the project (Sec.7044, Business & Professions Code). Date: 4/20/2017 I hereby affirm under penalty of perjury one of the following three declarations: ALL ROOF COVERINGS TO BE CLASS "A" OR BETTER 1. I have and will maintain a Certificate of Consent to self-insure for Worker's Compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. HAZARDOUS MATERIALS DISCLOSURE 2. I have and will maintain Worker's Compensation Insurance, as provided for by I have read the hazardous materials requirements under Chapter 6.95 of the Section 3700 of the Labor Code, for the performance of the work for which this California Health & Safety Code, Sections 25505, 25533, and 25534. I will permit is issued. maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and the 3. I certify that in the performance of the work for which this permit is issued, I Health & Safety Code, Section 25532(a) should I store or handle hazardous material. Additionally, should I use equipment or devices which emit hazardous shall not employ any person in any manner so as to become subject to the air contaminants as defined by the Bay Area Air Quality Management District I Worker's Compensation laws of California. If, after malting this certificate of will maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and exemption, I become subject to the Worker's Compensation provisions of the the Health & Safety Code, Sections 25505, 25533, and 25534. Labor Code, I must forthwith comply with such provisions or this permit shall be deemed revoked. Owner or authorized agent: APPLICANT CERTIFICATION Date: 4/20/2017 1 certify that I have read this application and state that the above information is CONSTRUCTION LENDING AGENCY I hereby affirm that there is a construction lending agency for the performance correct. I agree to comply with all city and county ordinances and state laws of work's for which this permit is issued (Sec. 3097, Civ C.) relating to building construction, and hereby authorize representatives of this city to enter upon the above mentioned property for inspection purposes. (We) agree Lender's Name to save indemnify and keep harmless the City of Cupertino against liabilities, judgments, costs, and expenses which may accrue against said City in Lender's Address consequence of the gra ing of As permit. Additionally, the applicant understands ARCHITECT'S DECLARATION and will compl it all n n-poi t ource regulations per the Cupertino Municipal I understand my plans shall be used as public records. Code, Section 9.1 Licensed Si natues Date 4/20/2017 9 r Professional ,� ; CONSTRUCTION PERMIT APPLICATION COMMUNITY DEVELOPMENT DEPARTMENT • BUILDING DIVISION 10300 TORRE AVENUE • CUPERTINO, CA 95014-3255 CU ERT1NQ (408) 777-3228 • FAX (408) 777-3333 • build incj@cupertlno:orq � ❑ NEW CONSTRUCTION ❑ ADDITION ❑ ALTERATION I TI ,REVISION / DEFERRED ORIGINAL PERMIT # PROJECT ADDRESS y A e t� A1111,3 , ry •P" PN # 2G, 03, lJ-7-1��r- S /'ry 1 ',/ l,{sr OWNERNAME ,! �.tv scfr r PHONE 6 11 d CJ �' `�� /L..3 yw� %� j E-MAILi^; / �} % M .I V fd u ( i� STREET ADDRESS y- d ) /` nd q ?"��V�( 4!'tl it CITY, STATE, ZIP Cv � �� C1 FAX �lf-G CONTACT NAME E ' E -?MAIL STREET ADDRESS -7 T 64)A)5D)AA A CITY, STATE, ZIP C b } ) FAX ❑ OWNER WNER-BUILDER ❑ oWNERAGENT ❑ CONTRACTOR ❑ CONTRACTOR AGENT ❑ ARCHITECT ❑ ENGINEER ❑ DEVELOPER ❑ TENANT CONTRACTOR NAME 7 LICENSE NUMBER -7 LICENSE TYPE BUS, LIC N 1 COMPANY NAME 1 YY11 E-MAIL FAX STREET ADDRESS CITY,STATE, ZIP PHONE ARCHITECT/ENOINEER NAME LIC - SENUMBER BUS. LIC N COMPANYNAME E -MALL FAX STREET ADDRESS CITY, STATE, ZIP PHONE DESCRIPTION OF WORK le r tw EXIST USE PROPOSED USE CONS'1'lt TYPE 0 STORIES Z" W I USE TYPE OCC. SQ.FT, VALUATION ($} EXISTG NEW PIA DIIvIO TOTAL AREA AREA ARBA NW AREA BA111R00M KITCHEN OTHER REMODELAREA REMODEL AREA RE!gODEL AREA ' PORCH AREA DECK AREA TOTALDECIUPORCH AREA GARAGEAREA El DETACH ❑ ATTACH I N DWELLING UNITS: ISA SECOND UNIT []YES SECOND STORY ❑ YES BEING ADDED? ❑ NO ADDITION? [:]NO IRB-APPLICATIONYES ]E YES, PROVIDE COPY OF ❑ IS THE BLDG AN YES • -'"` -- _ = -r0 TA t I' ... T 7 ION: PLANNINGAPPLtf ❑NO PLANNING APPROVAL LEITER EICHLERHOME2 NO By my signature below, I certify to each of the following: I am the property owner or authorized agent to aet on t e property owner's behalf, I have read this application and the information I have provided if qorrect. I have read the Description of Work and verify it is accurate. I agree to comply with allapplicable local ordinances and state laws relating to building con action. I authorize representatives of Cupertino to enter the "bove-identified property for inspection purposes. Date: Signature of Applicant/Agent: SUPPLEMENTAL ItTION REQUIRED Q INS :::-::_.-_=:-:. =_:_ _.:•:: _-_ ::_•:_ - --- _ - ��-O\?1r'Ii:'tHECOUNTLI2=:`:r:'= - - - _ <:L�� BUILDING:Pir1Ni2E\.IE1�';>:`_`.`.:�c;= aI it dwell' demolition permit for 1 for Ino INew FD r 1tlf n y Y P it prior to nceofbuildln existing-building(s). Denlohtlonpernvttslequucdp or ua g __::__,.::_;_<:_ >_::_•:_-:;-,:-::::__:: ,,;_;:_.__:::::�:.-..:::::•_::_::::::.:::�-__:=:- r::::_ ::_ia:::.: ;:.::-.____.,;::-; :;:-:=_:_;::;.==_=_ -::::_:�>:::�;=.,:::;-_:°==w�.:.._:-__=-::_�:.,... ermitfor new building. Commercial Bldgs; Provide a completed Hazardous Materials Disclosure _ ;. srAt;oWRO ;. <';: =__ ..1 us??c_ F w: 1 7,,....:_:_.:..,.. Tor -in if any Hazardous Materials are being used as part of this project, c:�` LARGE •-..:.-:....:..: .: ::.-:. -. ❑ FIRE DEPT ;. Copy ofPtannin Approval Letter or Meeting witlJ PlanningPrior t0 — ___ -'�❑'f-`-h-!L4- J-OR-�a- -> ;F- i.- ---- - LT- -4 -; 1- - &ubnnt[alofBuilding Permit apphcatIn. _ .-:::--_::-:::I::-.S::.:-..:R: - :-- - - - ---- �-.'.�❑'EA�SRONIvS$hTAt�.IIEALTH.:,:-:: HI -n_ .....:- .. BIdgApp_p01 Ldoe revised 06121111 TO CITY OF CUPERTINO BUILDING PERMIT BUH.DINGADDRESS: CONTRACTOR: PERMIT NO: B-2016-2366 10775 PENINSULAR AVE CUPERTINO, CA 95014-0121 (326 03 025) OWNER -BUILDER OWNER'S NAME: MANSCH MICHAEL P AND JOANNE E TRUSTEE DATE ISSUED: 07/28/2016 OWNER'S PHONE: 408-807-0575 PHONE NO: LICENSED CONTRACTOR'S DECLARATION BUILDING PERMIT INFO: License Class Lic. Contractor OWNER -BUILDER Date X BLDG X ELECT X PLUMB I hereby affirm that I am licensed under the provisions of Chapter 9 (commencing MECH X RESIDENTIAL COMMERCIAL— _ with Section. 7000) of Division 3 of the Business & Professions Code and that my license is in full force and effect. JOB DESCRIPTION: CONSTRUCT PATIO COVER (208 S.F.) TO INCLUDE (i) BBQ, GAS I hereby affirm under Penalty of perjury one of the following two declarations: STOVE, FIRE PIT AND ELECTRICAL LIGHT FIXTURE; UPGRADE x. I have and will maintain a certificate of consent to self -insure for Worker's ELECT PANEL, UPGRADE GAS LINE, INSTALL CONCRETE SLAB Compensation, as provided for by Section 3700 of the Labor Code, for the WITH NEW SWIM SPA. performance of the work for which this permit is issued. 2. I have and will maintain Worker's Compensation Insurance, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Sq. Ft Floor Area: Valuation: $5000.00 APPLICANT CERTIFICATION 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 APN Number: Occupancy Type: and state laws relating to building construction, and hereby authorize 326 03 025 representatives of this city to enter upon the above mentioned property for inspection purposes. (We) agree to save indemnify and keep harmless the City of Cupertino against liabilities, judgments, costs, and expenses which PERMIT EXPIRES IF WORK IS NOT STARTED' may accrue against said City in consequence of the granting of this permit. WITHIN 180 DAYS OF PERMIT ISSUANCE OR Additionally, the applicant understands and will comply with all non -point source regulations per the Cupertino Municipal Code, Section 9.18. 180 DAYS FROM LAST CALLED INSPECTION. Signature Date 07/28QO16 Issued by: MELISSA.IsIAME -- Date: 07/28/2016 ;E - OWNER -BUILDER DECLARATION I hereby affirm that I am exempt from the Contractor's License Law for one of the RE -ROOFS: following two reasons: All roofs shall be inspected prior to any roofing material being installed. If a roof is i 1 I, as owner of the property, or my employees with wages as their sole installed without first obtaining an inspection, I agree to remove all new materials for compensation, will do the work, and the structure is not intended or offered for Business & Professions Code) inspection. sale (Sec.7044, 2. 'jI as owner of the property, am exclusively contracting with licensed Signature of Applicant: contractors to construct the project (Sec.7044, Business & Professions Code). Date: 07/28/2016 hereby affirm under penalty of perjury one of the following three declarations: ALL ROOF COVERINGS TO BE CLASS "A" OR BETTER y i. I have and will maintain a Certificate of Consent to self -insure for Worker's Compensation, as provided for by Section 3700 of the Labor Code, for the performance ofthe work for which this permit is issued. HAZARDOUS MATERIALS DISCLOSURE jet 2. I have and will maintain Worker's Compensation Insurance, as provided for by I have read the hazardous materials requirements under Chapter 6.95 of the (` Section 3700 of the Labor Code, for the performance of the work for which this California Health & Safety Code, Sections 25505, 25533, and 25534. I will permit is issued. maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and the 3. (�, I certify that in the performance of the work for which this permit is issued, I Health & Safety Code, Section 25532(x) should I store or handle hazardous sr� shall not employ any person in any manner so as to become subject to the material. Additionally, should I use equipment or devices which emit hazardous air contaminants as defined by the Bay Area Air Quality Management District I Worker's Compensation laws of California. If, after making this certificate of will maintain compliance with the Cupertino icipal Code, Chapter 9.12 and exemption, I become subject to the Worker's Compensation provisions of the the Health & Safety Code, Se tion 255 5, 25533, and 25534. Labor Code, I must forthwith comply with such provisions or this permit shall be deemed revoked.l Owner or authorized agent: C� APPLICANT CERTIFICATION Date: 07/28/2016 1 certify that I have read this application and state that the above information is CONSTRUCTION LENDING AGENCY correct. I agree to comply with all city and county ordinances and state laws I hereby affirm that there is a construction lending agency for the performance relating to building construction, and hereby authorize representatives of this city of work's for which this permit is issued (Sec. 3097, Civ C.) to enter upon the above mentioned property for inspection purposes. (We) agree Lender's Name to save indemnify and keep harmless the City of Cupertino against liabilities, judgments, costs, and expenses which may accrue against said City in I Lender's Address consequence of the granting of this permit. Additionally, the applicant understands ARCHITECT'S DECLARATION and will comply with all non -point source regulations per the Cupertino Municipal Code, Section 9.18. 1 understand my plans shall be used as public records. Licensed Signature Date 07/28/2016 Professional CONSTRUCTION PERMIT APPLICATION COMMUNITY DEVELOPMENT DEPARTMENT • BUILDING DIVISION 10300 TORRE AVENUE • CUPERTINO, CA 95014-3255 CUPE:tTIt'JC7k (408) 777-3228 • FAX (408) 777-3333 • build ingg-cuDertinn;orcl ❑ NEW CONSTRUCTION ❑ ADDITION ❑ ALTERATION / TI ❑ REVISION/ DEFERREDORIGINAL PERMIT # PROJECTADDRESS �,. APN# G ,2 f 0 U-7-1 s GA) w:rv1,4 n J w.r v3 OWNER NAME M u rc -j PHONE 0 E'mA :A t (.) r� sQu47,Aoci STREETADDRESS A CITY, STATE, nJD FAX CONTACT NAME 1 It,, MAW'( Jkj $ 00 A � E-MAIL _ STREET ADDRESS i 6a) AA d" A�. CITY, STATE, ZIP 1 ��-)!) FAX ❑ OWNER X--❑ OWNER AGENT ❑ CONTRACTOR ❑ CONTRACTOR AGENT ❑ ARCHITECT ❑ ENGINEER ❑ DEVELOPER ❑ TENANT CONTRACTOR NAME LICENSE NUMBER LICENSE TYPE BUS. LIC # COMPANY NAME 1)k E-MAIL FAX STREETADDRESS - CITY, STATE, ZIP PHONE ARCHITECT/ENGINEER NAME - LICENSE NUMBER BUS, LIC # COMPANY NAME R -MAIL FAX STREET ADDRESS CITY, STATE, ZIP PRONE DESCRIPTION OP WORK EXISTrVq USE nr PROPOSED USE CONSTR TYPE R STORIES USE TYPE OCG. SQ.FT, VALUATION {$) h ExisTG _ NEW IILOCV DEMO TOTAL - AREA AREA AREA NETAREA t� BKfRROOM - KITCHEN - OTHER -- - -._ REMODELAREA - REMODEL AREA MMODEL AREA PORCH AREA DECK AREA TOTALDECKIPORCUAREA GARAGEAREA; H DETACH ATTACH DWELLING UNITS: ISASECOND UNIT EIYES DSTORY []YES RRINGADDED? ❑NO ADDITION? ❑NO - PRE -APPLICATION ❑YES IF YES, PROVIDE COPY OF PLANNINGAPPI.# nNO PLANNING APPROVAL LETTER ISTHEBLDGAN ❑YES EICHLERHOVIR? RE EIVCDBY TOT LVALUATION: By my signature below, I certify to each of the fol owalg: I am the property owner or autl5orized agent to act on t e property owner's behalf. I have read this application and the infonnation I have provided i orrect. I have read the Description of Work and verify it is accurate. I agree to comply witb all applicable local ordinances and state laws relating to building cot action. I authorize representatives of Cupertino to enter the(bove-identified property for inspection putposes, Signature of Applicairt/Agent: Date: 4 SUPPLEMENTAL VIR 111M T10N REQUIRED _-_. PLAN CHECK rYPE = _......._......... °" "` " "` " :.. ... ,...:-_ ROUTING p ovr x THE coaNTER ❑ BUILnTNG PLAN REYIE« _ New SFD or Multifamily dwellings: A y for demolition permit for existing building(s). Demolition permit is required prior to issuance of building permit for new building. ©�Eh.PRfiSS,_ 4..-� PZ.A1��Iv.IltGPLAnxEv[EtY (,`Om]11terClal.Eldgs;. Provide a completed 1-laZardOUS Materials DiSCIOSU]'e ..-...-. -STANDARD- - ❑ .PUBLIC �64RKS-• form if any Hazardous Materials are being used as part of this project, ❑"FIREnEPT : — Copy of Planting Approval Letter or Meeting with Planning prior to -. '©..Di4JQR ❑ 5AIITTARYSE1iERDISTRICT submittal of Building Permit application. BldgApp_2011.doe rev/sed 06121111 0 OWNER -BUILDER DISCLOSURE FORM COMMUNITY DEVELOPMENT DEPARTMENT • BUILDING DIVISION 10300 TORRE AVENUE ^ CUPERTINO, CA 95014-3255 (408) 777-3228 FAX (408)777-3333 - buil dinaft—cu pert! no.orri Dear Property Owner(s): An application for a building permit has been submitted in your name listing yourself as the builder of the property improvements specified at: SITE -ADDRESS AZ'N j � - r' 'L"S BP# -2� OWNER NAME Jr�!NER ADDRESS . DESCRIP770N OF WQRK;��•�, Y,t ��'T'1+�bj! �s�. .r�� r�asr �,i. 8d0eig F'Ccz.,10.4 2 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., Please read and initial each statement below to signify you understand or verify this information.) ,— f . I understand a frequent practice of unlicensed 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. 2. 1 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. _ 3. I understand as an "Owner -Builder" I am the responsible party of record on the permit. l understand that i may protect myself from potential financial risk by hiring a licensed Contractor and having the permit filed in his or her nam instead of my own. 74. 1 understand Contractors are required by law to be licensed and bonded in California and to list their license numbers on permits and contracts. 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. _ 6. l understand if *1 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. _ 7. 1 understand under California Contractors' State License Law, an Owner -Builder who builds single-family residential structures cannot legally build them with the intent to offer them for sale, unless ati work is performed by Iicensed 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. V"*'8. 1 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 subsequent owner(s) that result from any latent construction defects in the workmanship or materials. O7vrserBieilderForrrt 2010.doc revised 04/14110 9.- i 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. l 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. "x°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 site address listed above. Z,1.. 1 agree that, as the party legally and financially responsible for this proposed construction activity, l will abide bey allpplicable laws and requirements that govern Owner -Builders as well as employers. 12agree . Ito 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. CONSTRUCTION LENDING AGENCY (DIRECTIONS: Please complete the following construction lending agency information.) I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued ..(Sec 3097 Civ.) , ! Lender Name: Lender Address: T aefore 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, tor>xt notarization, or other verification acceptable to the city may be required to be presented when the permit is issued to verify the property owner's signature. I I _ Property Owner's Signature: Date: C" -------------- - -----------------------•-------------------------- --------------------------------- -------------------- ------------ (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: Address of Authorized Agent: Tel' No I declare under penalty of perjury that I am the property owner for the address listed above and f personally filled out the above information and certify its accuracy. Note: A copy of the property owner's driver's license, form notarization, or other verification acceptable to the city may be required to be presented when the permit is Issued to verify the property owner's signature. Property Owner's Signature: Date: Ox)JierB3rilderForisa 2010.doe revised 04114110 Owner Name �i WATER -CONSERVING PLUMBING FIXTURES OWNER CERTIFICATE OF COMPLIANCE COMMUNITY DEVELOPMENT DEPARTMENT • BUILDING DIVISION 10300 TORRE AVENUE • CUPERTINO, CA 95014-3255 (408) 777-3228 - FAX (408) 777-3333 • bu1ldingC5)cupert1no.org LAl! S G 6. 1 Permit No. r, Address ~ � Q� � rf . � \_/ d 291 ) 4) 1. Is your real property a registered historical site? ❑ Yes Civil Code Sections 1101.1 through 1101.8 do not apply. Skip the rest of the form and sign bottom of form. rNo Go to Question 2. 2. Does your real property have a licensed plumber certifying that, due to the age or configuration of the property or its plumbing, installation of water -conserving plumbing fixtures is not technically feasible? ❑ Yes Civil Code Sections 1101.1 through 1101.8 do not apply. ❑ The -licensed plumber's certification has been provided to the Building Division. Skip the rest of the form and sign bottom of form. i No Go to Question 3. Is water service permanently disconnected for your building? ❑ Yes Civil Code Sections 1101.1 through 1,101.8 do not apply. Skip the rest of the form and sign bottom of form. , No Go to Question 4. 4. Is your real property built and available for use or occupancy on or before January 1, 1994? ❑ No My real property is built and available for use or occupancy after January 1, 1994. Civil Code Sections 1101.1 through 1101.8 do not apply. Skip the rest of the form and sign bottom of form. ALX -yes My real property is built and available for use or occupancy on or before January 1, 1994. y Civil Code Sections 1101.1 through 1101.8 apply. Check one of the three following statements and sign bottom of form.. 5. Please check ONE of the following: �K My property is a single- family residbntial real property. See Civil Code Section 1101.4. Ori and after January 1, 2014, building alterations or improvements shall require all non-compliant plumbing fixtures to be replaced with water -conserving plumbing fixtures throughout the building. On or before January 1, 2017, all non- compliant plumbing fixtures shall be replaced with water -conserving plumbing fixtures (regardless of whether property undergoes alterations or improvements). ❑ My property is a multifamily residential real property. See Civil Code Section 1101.5. On and after January 1, 2014, specified building alterations or improvements shall require non- compliant plumbing fixtures to be replaced with water -conserving plumbing fixtures. On or before January 1, 2019, all non-compliant plumbing fixtures shall be replaced with water - conserving plumbing fixtures throughout the building (regardless of whether property undergoes alterations or improvements). ❑ My property is a commercial real property. See Civil Code Section 1101.5. On and after January 1, 2014, specified building alterations or improvements shall require non- compliant plumbing fixtures to be replaced with water -conserving plumbing fixtures. On or before January 1, 2019, all non-compliant plumbing fixtures shall be replaced with water- conserving plumbing fixtures throughout the building (regardless of whether property undergoes alterations or improvements). I, as the owner or owner's agent of this property, certify under penalty of perjury that non-compliant plumbing fixtures will be replaced prior to date specified above with water -conserving plumbing fixtures in accordance with Civil Code Sections 1101.1 through 1101.8, the current California Plumbing Code and California Green Building Standards Code, and manufacturer's installation requirements, and that the water-cserving plumbing fixtures comply with the requirements as indicated in the table on the following page. /) I I I , . Owner or Owner Agent's Signature: NALT Date: .`y d / 7) Upon completing and signing this Certifica Blease return it to the Building Division in order to final your building permit. SB4072015.doc revised 08126/15 CUPERTINO AddreWs ' 10 7 PURPOSE SMOKE / CARBON MONOXIDE ALARMS OWNER CERTIFICATE OF COMPLIANCE COMMUNITY DEVELOPMENT DEPARTMENT • BUILDING DIVISION 10300 TORRE AVENUE • CUPERTINO, CA 95014-3255 (408) 777-3228.• FAX (40 ) 777-3333 • building(a)-cupertino.org r, J� Permit No , b ` �3 6 eN # of Alarms Sin P _ oke. Carbon Monoxide. PERMIT CANNOT BE FINALED AND COMPLETED UNTIL THIS CERTIFICATE HAS BEEN 'SIr D AND RETURNED TO THE DUI DING DIVISION This affidavit is a self -certification for the installation of all required Smoke and Carbon Monoxide Alarms for compliance with 2013 CRC Section R314, 2013 CBC Sections 420.6 and 907.2.11.2 where no interior access for inspections are required. GENERAL INFORMATION Existing single-family and multi -family dwellings shall be provided with Smoke Alarms and Carbon Monoxide alarms. When the valuation of additions, alterations, or repairs to existing dwelling units exceeds $1000.00, CRC Section R314 and CBC Sections 907.2.11.5 and 420.6 require that Smoke Alarms and/or Carbon Monoxide Alarms be installed in the following locations: AREA SMOKE ALARM CO ALARM _ Outside of each separate sleeping area in the immediate vicinity of the bedroom(s) X X On every level of a dwelling unit including basements X X Within each sleeping room X Carbon Monoxide alarms are not required hj dwellings which do not contain fuel -burning appliances and that do not have an attached garage. Carbon monoxide alarms combined with smoke alarms shall comply with CBC Section 420.6 and shall be approved by the Office of the State Fire Marshal. Power Supply: In dwelling units with no corn: mercial power supply, alarm(s) may be solely battery operated. In existing dwelling units, alarms are permitted to be solely battery operated where repairs or alterations do not result in the removal of wall and ceiling finishes or there is no access by means of attic, basement or crawl space. Refer.to CRC Section R314 and CBC Sections 907.2.11.4 and 420.6.2. An electrical permit is required for alarms which must be connected to the building wiring. As owner of the above -referenced property, I hereby certify that the alarm(s) referenced above has/have been installed in accordance with the manufacturer's instructions and in compliance with the California Building and California Residential Codes. The alarms have been tested and are operational, as of the date signed below. 1 have read and aaree to comolfilir✓ith the terms and conditions of this statement ----------- O per { r Owne Agent's) Name: /�i j� (J �}} i61f� Its Signature ....... ...........�............................................................................................ Date: ................... Contractor Name: Signature..................:::.......................................... Lic.#...................................... Date: ................... Smoke and CO fonn.doc revised 03/18114 SWIMSPA OWNER'S MANUAL �M T (( c us Intertek Hydropool Inc. 335 Superior Blvd. Mississauga, ON, Canada L5T 21-6 Tel: 905.565.6810 Toll Free: 1.800.465.2933 Fax: 905.565.6820 Email: info@hydropoolhottubs.com www.hydropoolhottubs.com Please visit www.hydropoolhottubs.com to register your hot tub and activate your warranty within 30 days of the date of delivery. Contents subject to change without notice Special Considerations Indoor Installations Outdoor Installations Site Preparation Above Ground Installations In -ground & Partial In -ground Installations Overall Support (non -cabinet installations) Installation Examples Equipment Accessibility & Protection Equipment Placement Unloading/Handling your Swim Spa Leveling your Hydropool Swim Spa Setup and Assembly Steel Support Leg Assembly—Overview Steel Support Leg Assembly— Details Support Equipment Assembly Ozonator Connection LED Light Assembly 10 11 11-13 11 11-12 13 13 13 Important Electrical Safety Instructions 14-16 G.F.C.I./R.C.D. Application Guideline & Wire Size 14 North America G.F.C.I. Installation Diagram 15 Europe R.C.D. Installation Diagram 16 Filling, Checking and Starting your Hot Tub 17-19 Pump Priming/Releasing an Air Lock 18-19 Hydropool Control Systems 20-29 IN.XE Spa Pack Series 20-27 DTFX Spa Controls Gold 21 Aquasport Controls HYDROPOOL Aquatrainer Controls 23 Programming rwifnspn I -Command System (optional) 28 TABLE OF CONTENTS Letter of introduction 3 Topside Panel Display Messages 30 Important User Safety Instructions Variable Air Therapy System Control Functions 30 Warnings 4 Hyperthermia 5 Aquaflex Current Control 30 Choosing the Right location Hydropool Surround Sound Audio/Docking Station 31 Indoor Locations 6 Docking Your Audio Device 31 Outdoor Locations 6 INK800 Keypad Bluetooth Audio Options 32 Optional Speakers 33 General Installation Considerations 7 Special Considerations Indoor Installations Outdoor Installations Site Preparation Above Ground Installations In -ground & Partial In -ground Installations Overall Support (non -cabinet installations) Installation Examples Equipment Accessibility & Protection Equipment Placement Unloading/Handling your Swim Spa Leveling your Hydropool Swim Spa Setup and Assembly Steel Support Leg Assembly—Overview Steel Support Leg Assembly— Details Support Equipment Assembly Ozonator Connection LED Light Assembly 10 11 11-13 11 11-12 13 13 13 Important Electrical Safety Instructions 14-16 G.F.C.I./R.C.D. Application Guideline & Wire Size 14 North America G.F.C.I. Installation Diagram 15 Europe R.C.D. Installation Diagram 16 Filling, Checking and Starting your Hot Tub 17-19 Pump Priming/Releasing an Air Lock 18-19 Hydropool Control Systems 20-29 IN.XE Spa Pack Series 20-27 DTFX Spa Controls Gold 21 Aquasport Controls 22 Aquatrainer Controls 23 Programming 24-27 I -Command System (optional) 28 Hot Tub Water Balance General Overview 34 Initial Fill 34 Glossary of Common Water Maintenance Terms 35 Water Balance Summary for your Hot Tub (chart) 35 Water Balance Troubleshooting 36 Routine Hot Tub Maintenance Daily, Weekly, Monthly, Quarterly Cleaning the Skimmer Basket Cartridge Filter, Removal, Cleaning, Re -installation Cleaning the Acrylic Surface Safety Hard Cover Changing your Swim Spa Water Draining your Swim Spa Water Hydropool Exclusive Quick -Drain TM and Self Clean Mode Indicator Wood Products Cabinet Wing -Locks Protecting your Cabinet Wood Finish Winterizing your Hydropool Hot Tub General Troubleshooting What to do in the event of Power Fluctuations Cold Weather Power Failure NOTE: Product specifications, warnings and labels are subject to change without notice. This user's manual should be used as a guide only. For further information, please contact your independent Hydropool dealer. 37 37 38 38 38 39 39 40 41 41 42 43 43 43 V�'�„�4i„^ti HYDROPOOL On behalf of everyone at the company, we thank you for your decision to purchase a Hydropool swim spa. Recognized for quality worldwide, we are confident that your new swim spa will provide you, your family and friends, with years of enjoyment and fulfill all your hydrotherapy needs. Hydropool swim spas are not only healthful and relaxing, they can even add value to your home. Please take the time to carefully read and understand all the safety, installation and operating instructions in this manual before electrically connecting your hot tub and adding water. The following pages contain valuable information and pointers that will save you both time and money, as well as help you to simplify upkeep and maintenance. Since manufacturing our first swim spa in 1995, we have seen the popularity of this mini -fitness and massage pool grow by leaps and bounds year after year. The minimal space and maintenance requirements of swim spas, combined with the year-round use potential, safety and better swim, will ensure the future of swim spas as "the pool of the future". Enjoy. David Jackson 3 HYDROPOOL vm lr sj:zK! SAVE THESE INSTRUCTIONS IMPORTANT SAVE THESE INSTRUCTIONS Your physiological response to hot water is subjective and depends on your age, health, and medical history. If you don't know your tolerance to hot water, or if you get a headache, or become dizzy or nauseous when using your hot tub, get out and cool off immediately. 1. CHILDREN SHOULD NOT USE SPAS OR HOT TUBS WITHOUT ADULT SUPERVISION. 2. DO NOT USE SPAS OR HOT TUBS UNLESS ALL SUCTION GUARDS ARE INSTALLED TO PREVENT BODY AND HAIR EN- TRAPMENT. 3. PEOPLE USING MEDICATIONS AND/OR HAVING ANY ADVERSE MEDICAL HISTORY SHOULD CONSULT A PHYSICIAN BEFORE USING A SPA OR HOT TUB. 4. PEOPLE WITH INFECTIOUS DISEASES SHOULD NOT USE A SPA OR HOT TUB. 5. TO AVOID INJURY, EXERCISE CARE WHEN ENTERING OR EXITING THE SPA OR HOT TUB. 6. DO NOT USE DRUGS OR ALCOHOL BEFORE OR DURING THE USE OF A SPA OR HOT TUB, TO AVOID UNCONSCIOUS- NESS AND POSSIBLE DROWNING. 7. PREGNANT OR POSSIBLE PREGNANT WOMEN SHOULD CONSULT A PHYSICIAN BEFORE USING A SPA OR HOT TUB. 8. WATER TEMPERATURE IN EXCESS OF 38°C (1000F)MAY BE INJURIOUS TO YOUR HEALTH. 9. BEFORE ENTERING THE SPA OR HOT TUB, MEASURE THE WATER TEMPERATURE WITH AN ACCURATE THERMOME- TER. 10. DO NOT USE A SPA OR A HOT TUB IMMEDIATELY FOLLOWING STRENUOUS EXERCISE. 11. PROLONGED IMMERSION IN A SPA OR HOT TUB MAY BE INJURIOUS TO YOUR HEALTH. 12. DO NOT PERMIT OR USE ELECTRIC APPLIANCES (SUCH AS LIGHT, TELEPHONE, RADIO OR TELEVISION) WITHIN 1.5M (5FT) OF THIS SPA OR HOT TUB. 13. CHILDREN SHOULD NOT ENTER A HOT TUB WHERE THE WATER TEMPERATURE EXCEEDS BODY TEMPERATURE (37° C / 98.60F). 14. DO NOT ALLOW CHILDREN TO SUBMERGE THEIR HEAD UNDERWATER. 15. NEVER OPERATE THE HOT TUB PUMP AT HIGH SPEED WITHOUT HAVING ALL SUCTION AND RETURN LINES OPEN. 16. ALWAYS KEEP THE HARDCOVER INSTALLED AND LOCKED WHEN THE HOT TUB IS NOT IN USE. 17. TEST THE GFCI (GROUND FAULT CIRCUIT INTERRUPTER) MONTHLY. 18. POST EMERGENCY PHONE NUMBERS FOR POLICE, FIRE DEPARTMENT, AND AMBULANCE AT THE NEAREST PHONE. 19. TO REDUCE THE RISK OF INJURY • THE WATER IN A SPA SHOULD NEVER EXCEED 40°C (1040F). WATER TEMPERATURES BETWEEN 38°C (100°F) AND 40°C (104°F) ARE CONSIDERED SAFE FOR A HEALTHY ADULT. LOWER WATER TEMPERATURES ARE RECOM- MENDED FOR YOUNG CHILDREN AND WHEN SPA USE EXCEEDS 10 MINUTES. • SINCE EXCESSIVE WATER TEMPERATURES HAVE A HIGH POTENTIAL FOR CAUSING FETAL DAMAGE DURING THE EARLY MONTHS OF PREGNANCY, PREGNANT OR POSSIBLY PREGNANT WOMEN SHOULD LIMIT SPA WATER TEM- PERATURES TO 38°C (1000F). • BEFORE ENTERING A SPA, THE USER SHALL MEASURE THE WATER TEMPERATURE SINCE THE TOLERANCE FOR WATER TEMPERATURE -REGULATING DEVICES VARIES. • THE USE OF ALCOHOL, DRUGS, OR MEDICATION BEFORE OR DURING SPA USE MAY LEAD TO UNCONSCIOUS- NESS, WITH THE POSSIBILITY OF DROWNING. • OBESE PERSONS AND PERSONS WITH A HISTORY OF HEART DISEASE, LOW OR HIGH BLOOD PRESSURE, CIRCU- LATORY SYSTEM PROBLEMS OR DIABETES SHOULD CONSULT A PHYSICIAN BEFORE USING A SPA. • PERSONS USING MEDICATION SHOULD CONSULT A PHYSICIAN BEFORE USING A SPA SINCE SOME MEDICATION MAY INDUCE DROWSINESS WHILE OTHER MEDICATION MAY EFFECT HEART RATE, BLOOD PRESSURE AND CIR- CULATION. HYDROPOOL vm lr sjr�zK! SAVE THESE INSTRUCTIONS IMPORTANT SAVE THESE INSTRUCTIONS Your physiological response to hot water is subjective and depends on your age, health, and medical history. If you don't know your tolerance to hot water, or if you get a headache, or become dizzy or nauseous when using your hot tub, get out and cool off immediately. CAUTION 1. MAINTAIN WATER CHEMISTRY IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. A Illllllllllllllllllllllllllllllllllllllllllliiuiiiiuiiiiu��u��,,;u��xY��e�;�,� 1. RISK OF ACCIDENTAL DROWNING. EXTREME CAUTION MUST BE EXERCISED TO PREVENT UNAUTHORIZED ACCESS BY CHILDREN. TO AVOID ACCIDENTS, ENSURE THAT CHILDREN CAN'T USE THE SPA UNLESS THEY ARE SUPERVISED AT ALL TIMES. 2. RISK OF INJURY. THE SUCTION FITTINGS IN THIS SPA ARE SIZED TO MATCH THE SPECIFIC WATER FLOW CREATED BY THE PUMP. SHOULD THE NEED ARISE TO REPLACE THE SUCTION FITTINGS OR THE PUMP, BE SURE THAT THE FLOW RATES ARE COMPATIBLE. NEVER OPERATE THE SPA IF THE SUCTION FITTINGS ARE BROKEN OR MISSING. NEVER REPLACE A SUCTION FITTING WITH ONE RATED LESS THAN THE FLOW RATE MARKED ON THE ORIGINAL SUCTION FITTING. 3. RISK OF ELECTRIC SHOCK. INSTALL AT LEAST 1.5M (5FT) FROM ALL METAL SURFACES. AS AN ALTERNATIVE, A SPA MAY BE INSTALLED WITHIN 1.5M (5FT) OF METAL SURFACES IF EACH METAL SURFACE IS PERMANENTLY CONNECT- ED BY A MINIMUM 8 AWG (8.4 mm2) SOLID COPPER CONDUCTOR TO THE WIRE CONNECTOR ON THE TERMINAL BOX THAT IS PROVIDED FOR THIS PURPOSE. 4. RISK OF ELECTRIC SHOCK. DO NOT PERMIT ANY APPLIANCE, SUCH AS A LIGHT, TELEPHONE, RADIO, OR TELEVI- SION, WITHIN 1.5M (5FT) OF THE SPA. HYPERTHERMIA Since your hot tub can be set to reach temperatures of 40°C (104° F), users should be aware that extended submersion in water that exceeds normal body temperature can lead to hyperthermia. The causes, symptoms and effects of hyperthermia may be de- scribed as follows: Hyperthermia occurs when the internal temperature of the body reaches several degrees above the normal body temperature of 37°C (98.6°F). The symptoms of hyperthermia include drowsiness, lethargy, and an increase in the internal temperature of the body. The effects of hyperthermia in- clude: • Unawareness of impending hazard • Failure to perceive heat • Failure to recognize the need to exit the hot tub • Physical inability to exit the hot tub • Fetal damage in pregnant woman • Unconsciousness resulting in the danger of drowning .................................................... THE USE OF ALCOHOL, DRUGS OR MEDICATION CAN SIGNIFICANTLY INCREASE THE RISK OF FATAL HYPERTHERMIA. NEVER ALLOW DIVING OR JUMPING If you sense any of the symptoms of hyperthermia, safely IN YOUR SWIM SPA exit the hot tub immediately. HYDROPOOL vm lr sjr�zK! CHOOSING THE RIGHT LOCATION Your Hydropool swim spa can be installed indoors or out, on the ground, in the ground or half-and-half. The following information will assist you in choosing the right location for your individual needs. When making your decision, al- ways remember that swim spas can be enjoyed year-round, indoors or out, regardless of the climate. INDOOR LOCATIONS If members of your family are not cold weather enthusiasts, or if your backyard or patio area is not suitable for a swim spa in- stallation, then an indoor location for your swim spa may be your best or only choice. You may wish to create an exercise/spa area in your home, or install your swim spa in a glass solarium or four -season room adjoining your home. Indoor installations not only add a unique look and appeal to your home, they provide the privacy and controlled climate to ensure that use and enjoyment of your swim spa is maximized. If you should choose an indoor location, you will find further information as outlined in the section "SPECIAL CONSIDERATIONS FOR INDOOR INSTALLATIONS" OUTDOOR LOCATIONS For a variety of reasons, outdoor locations are a far more popular choice. Some of the reasons include: • Limited indoor space • Delivery complications due to door openings, stairwells, etc. • Limited budget (indoor installations usually also involve interior home renovations) • Desire for an outdoor entertainment center • Swim spa is being installed adjacent to an existing or planned swimming pool • Concerns over splashing water inside the home For those who choose an outdoor location, swim spa operating temperatures can be adjusted to match the season. In cool- er months, many owners will operate their swim spa in the range of 26-32°C (80-90°F). During warmer months, an operating temperature of 24-30°C (75-85°F) will provide a refreshing retreat. If you should choose an outdoor location, you will find further information as outlined in the section "SPECIAL CONSIDERATIONS FOR OUTDOOR INSTALLATIONS" HYDROPOOL vm lr sj:zK! GENERAL INSTALLATION CONSIDERATIONS 1 Ensure that your Hydropool Swim Spa is properly supported 4 Never suspend the swim spa from a deck or cabinet as by either a level concrete pad, or a properly constructed personal injury and/or unwarrantable product damage may deck capable of supporting 1220 kg/m2 (250 Ibs./ft). If there occur. is a possibility that the pad could shift by freezing/thawing 5 The swim spa equipment and all electrical plugs, outlets ground movement (such as in clay regions, and/or areas and lights within 1.5m (5ft) of the pool must be GFCI protect - with high water tables) concrete footings extending below ed. Consult your electrician for further details. the frost line are recommended. 2 Decking should be chosen and constructed in a manner that minimizes the chance of slipping or falling. 3 If you do not have a factory installed insulated cabinet, it is assumed that you are building your own custom cabinet, tiling or decking in combination with the leg kit package. Please consider the following: a. Always provide a convenient access door for servicing the equipment. b. Decking should be constructed to allow future service access around the entire swim spa. c. Extra insulation may be added, however, the equipment area must remain unimpeded and have adequate ventila- tion. d. Decking should be chosen and constructed in a manner that minimizes the chance of slipping or falling e. When not in use or empty, make sure to cover the swimspa with the hard cover to prevent damage to the acrylic due to overexposure to the sun. INDOOR INSTALLATIONS 6 Installation of a safety grab rail or reachable support for use when entering or exiting the swim spa is recommended. 7 A nearby garden hose connection is recommended for fill- ing and "topping up" the swim spa. The swim spa equipment and all electrical plugs, outlets and lights within 1.5m (5ft) of the hot tub must be G.F.C.I protected. Con - suit your electrician or local electrical au- thority for further details. Access to the swim spa must always be secured: Outdoors - in accordance with local property by-laws and/or via an approved fence with a self-closing gate and a safety hardcover; Indoors - by a lockable door and a safety hardcover. SPECIAL CONSIDERATIONS • It is beneficial to have the swim spa room located near wash room and shower facilities • The swim spa room should have a floor drain to handle splash water, a window, outside exhaust fan or humidistat controlled ex haust fan for ventilation and a humidifier. • Consider plumbing a water tap and drain location nearby to facilitate draining and top -up • Always provide adequate ventilation for the support equipment • Consult your local Hydropool retailer for further information OUTDOOR INSTALLATIONS • Contact your local building code department to determine if a building permit is necessary and for information on applicable bylaws (distance from property lines, buildings, fencing requirements, etc.) • If you are doing any excavating, contact your local gas, electric, and cable -company to ensure that there are no underground lines • Locate the swim spa, where practical, within close distance of a door to the house to maximize potential winter use. • Ensure that all swim spa support equipment is easily accessible and protected from the elements • The swim spa support equipment is designed for indoor (out of the direct elements) use. When your HYDROPOOL swim spa is equipped with a factory -installed cabinet, and installed as per the guidelines of this manual, the equipment will be adequately protected. If the swim spa is shipped without a cabinet, your custom cabinet or other structure must be designed to supply pro- tection for the swim spa support equipment from rain, snow, splash water, etc., but still designed in a manner to ensure ade- quate ventilation. HYDROPOOL vIwInre IwJ;V, IIR SITE PREPARATION ABOVE -GROUND INSTALLATIONS Where the swim spa is a "stand-alone" above -ground installa- tion to be installed in regions where freeze/thaw conditions may occur, a level patio stone or pre -formed paver type base may be sufficient if there is no abutting deck(s) that could be damaged during potential seasonal movement of the ground. The potential drawback to this type of base is that splash water could eventually de -stabilize the ground under the base, with the resultant shift of the support base causing damage to the swim spa structure. For best results, we recommend the installation of a level concrete pad: • Dig out and level the ground 20-30 cm (8-12 in.) below your desired base level • Install 10-15 cm (4-6 in.) of crushed stone • Next, install 10-15 cm (4-6 in.) of poured concrete • Level the concrete and apply a broom -type finish • We recommend that the pad be made 15 cm (6 in.) larger than the swim spa on three sides, and 1 m (3 ft.) larger on the side where the access steps and/or planters will be installed. • Swimspa must be installed on a level pad In regions where freeze/thaw occurs, or where there will be custom decking abutting the swim spa, we recommend the installation of poured concrete footings extending below the frost line beneath the pad to prevent the possibility of future shifting. OPEN CAVITY BELOW�POUHED4 F9GST� .., . LINE �+ "SLAB 6"GRAVEL FRENCH DRAIN IN GROUND & PARTIAL IN GROUND INSTALLATIONS When recessing the swim spa all or part way below ground level, a concrete base along with a concrete or wood retaining wall to hold back the earth is suggested. This forms a box or 'bunker`, in which the swim spa is placed. Hydropool does not recommend back -filling full in -ground or partial in -ground installations without the backfillable frame accessory and installed support panels. Recommended Minimum Concrete Pad Dimensions With Factory WODD OR FACTORY I I CONCRETE DECK FCAM 239 cm x 442 cm Models 102 in x210 in INSULATION - 4s 259 cm x 576 cm 239 cm x 488 cm Models 102 in x 228 in I --CONCRETE 259 cm x 671 cm 239 cm x 576 cm Model ORWO D FACFOH INSTALLED --- } 259 cm x 711 cm 239 cm x 620 cm PLUMBING 1 94 in x 244 in WALL' WALI. WA OPEN CAVITY BELOW�POUHED4 F9GST� .., . LINE �+ "SLAB 6"GRAVEL FRENCH DRAIN IN GROUND & PARTIAL IN GROUND INSTALLATIONS When recessing the swim spa all or part way below ground level, a concrete base along with a concrete or wood retaining wall to hold back the earth is suggested. This forms a box or 'bunker`, in which the swim spa is placed. Hydropool does not recommend back -filling full in -ground or partial in -ground installations without the backfillable frame accessory and installed support panels. Recommended Minimum Concrete Pad Dimensions With Factory With Backfillable Cabinet & Steps Frame Assembed 12SE or 12FX 259 cm x 533 cm 239 cm x 442 cm Models 102 in x210 in 94inx174in 141X or 14FX 259 cm x 576 cm 239 cm x 488 cm Models 102 in x 228 in 94 in x 192 in 16FX or 17FX 259 cm x 671 cm 239 cm x 576 cm Model 102 in x 264 in 94 in x 228 in 19FX 259 cm x 711 cm 239 cm x 620 cm Model 102 in x 280 in 94 in x 244 in 19DTFX 259 cm x 726 cm 239 cm x 635 cm Model 102 in x 286 in 94 in x 250 in 111 NITAII E❑ G 4" SLAB • It is recommended leaving a 61 cm (24 in) wide crawl -space around the entire unit to ensure adequate accessibility. • Non-freezing climates — it is sufficient to ensure that the base of the hole or cavity created for the swim spa has a dry, stable, com- pacted level base and proper drainage. • Climates where freeze/thaw occurs — it is necessary that a poured level reinforced concrete base, complete with concrete footings, be installed as outlined in the section ABOVE -GROUND INSTALLATIONS. Areas with a high ground water table — a level concrete base, as well as a concrete or wood retaining wall to hold back the earth, is recommended. This forms a box or `bunker', in which the swim spa is placed. • ALWAYS ensure that there is good drainage, via a properly de- signed French (gravel) drain system and/or a sump pump, to pre- vent ground water flooding damage to the support equipment or structure of the swim spa. • Install protective waterproof conduit to house any cables that will be buried • Access for future service must be considered at the time of de- sign and installation. You must be able to access all sides and areas of your swim spa. Difficult access will result in supplemental service labour charges not covered by the factory warranty. Con- sider easily removable deck materials. • Make sure the swim spa is tested for 48 hours before you pre- pare the installation of the surrounding/finish deck around your swim spa. Even though all units are tested in our plant, some transport/site handling damage can occur and we suggest you make sure the swim spa is perfectly waterproof before finalizing your installation. • When your installation includes a backfillable frame it is recom- mended to anchor the bottom kick plate of the frame into the con- crete pad on all four (4) sides as a means to prevent any bowing or undue stress if the backfill material shifts due to changes in ground conditions. Also, it is recommended to backfill the first 12 inches of material with 3/4" gravel to provide proper drainage around the perimeter of the swimspa prior to backfilling with earth. • If at any point you choose to drain down your swim spa for a long duration make sure that you brace the interior of the shell wall approximately 12" down from the top in order to minimize any stress from the force created by the backfill. In normal conditions, the weight of the water is the opposing force to the earth but when the swim spa is emptied down there is no opposing force and there is the risk of inward bowing which could compromise the structural integrity of the shell. OVERALL SUPPORT (non -cabinet installations) Your Hydropool swim spa is equipped with a factory installed load support substructure, which distributes the weight of the water over the entire foot area of the swim spa. The cabinet, either fac- tory installed or customized on-site, should be decorative only, and not relied on for overall support. Although the lip of the swim spa must be supported to ensure it remains level, never suspend a swim spa from a deck or floor by the outer acrylic edge, as this will lead to product damage and/or serious personal injury. rM1lllld � ��iA HYDROPOOL rvelmtsIpm SITE PREPARATION CONTINUED INSTALLATION EXAMPLES I'iAMH ErtEL SUPPORT"', RT "y�AIM�?fMPNLP FCtIsIWN7fl^. AFf ,n w+v�movwa .�.+;�na��Yu�.mm =mgr+^tiamm PP SERACE 11rCF.S5 FACTORY INSTALLED H..UIM'BING BELOW FROST LINE 6" GRAVEL EQUIPMENT ACCESSIBILITY & PROTECTION OPEN CAI;WIT'N' r 'k"wrV;b�'Jtib I:CF cl'.CAL IF, 17[-R::K MAINTENANCE W a✓r,¢'1Va RUNIKER' nETANIrNG WAr_r F�u�N,n�EEr a° s.i�a�a coNCRETEDECK STEEL SU'I'r'C70i'TS —CONCRETE OR WOOD RETAINING WALL OPEN CAVITY POURED SLAIB (Minimu.arm,cgla rermenfl NATURAL DRAIN The equipment must be located in an area where it will remain dry and will not be exposed to rain, snow or ground water. • When your swim spa is to be installed above ground, the optional factory cabinet is designed for both protection and ac- cessibility • When your swim spa is to be installed fully or partially in the ground, or if you have ordered a swim spa without a cabinet: it is necessary that the equipment be installed in an area that is dry, protected from the elements, has proper ventilation, and is easily accessible for service • Always ensure that the equipment is mounted on a raised base or platform to prevent potential water damage to the mo- tors, equipment or controls. Note that the equipment is supplied on a raised composite support equipment platform. • Ensure that access to the equipment, and the working area around the equipment, is large enough to accommodate a service person • The equipment should be located as close to the swim spa as possible to maximize jet performance • Whenever possible, install the pump(s) and control with heater below water level to ensure easy priming and maximize performance. • Install protective waterproof conduit to house applicable cords or line extensions such as the topside control cables, light wires or ozone tubing. • In climates where freeze/thaw occurs we recommend that remote plumbing lines be buried below the frost line and that pipe insulation is applied over all pipes that run from the swim spa to the remote equipment to help maintain energy efficien- cy. EQUIPMENT PLACEMENT • The equipment should be located as close to the swim spa as possible to maximize jet performance • Whenever possible, install the pump(s) and control with heater below water level to ensure easy priming • Piping diameter on pump lines must be 2.5 in. for inlet/ suction pipes and 2 in. for outlet/pressure pipes with minimal use of elbows. • Install protective waterproof conduit to house applicable cords or line extensions such as the topside control cables, light wires or ozone tubing. The swim spa equipment is designed for indoor use out of the direct elements. Your custom enclosure or other structure must be designed to provide protection for the swim spa support equipment from rain, snow, splash wa- ter, etc., but still designed in a manner to ensure adequate ventilation. • All field installed plumbing must meet minimum sizes as previously outlined in order to conform to regulated standards regarding safe inlet and outlet flows. If required, please call your dealer for more detailed drawings. 4 ua HYDROPOOL UNLOADING / HANDLING YOUR SWIM SPA All Hydropool swim spas are shipped with a layer of protective foam wrap and plastic film. Each swim spa is shipped from the factory strapped onto a wood skid. If your swim spa is to be delivered by your local Hydropool retailer, it will generally arrive on a flat bed truck or low profile trailer. Typically, the dealer will arrive with the necessary equipment to maneuver the swim spa from the truck. For direct deliveries, your swim spa may arrive on a 48 ft. or 53 ft. common carrier closed box trailer. It may be necessary to arrange with a local towing company for a tilt and load flatbed truck with a winch system, to pull the unit from the box trailer to the flatbed. The swim spa can then be gently slid off the flatbed truck or lifted by a crane into place. Although it is recommended to install your swim spa by crane, it may be pushed along rollers by 10 to 12 able-bodied adults (see image below), trailered, or craned to its final installation site. If rollers are to be utilized, we recommend that at least six 4" pipes, 8' long, be placed under the shell to move it across a soft lawn, down a path, etc. Some installations require the use of a crane. When a crane is used for lifting, place the straps under the swim spa, ensur- ing that the plumbing lines and fittings are not stressed and/or damaged. The straps should be secured so that they will not slip in any direction, and strap spreaders utilized to prevent undue structural side load on the swim spa shell. Hydropool swim spas require a minimum clearance of 249 x 143 cm (98 x 56 in.) to allow movement of the unit through al- ley -ways, fence openings, etc. Where this is not possible, the use of a crane (with strap spreaders) to lift the swim spa from the truck or trailer over the house to the patio or yard is often the most viable option. Illllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllk%Ingi�YMi�""liiiillllllllllllllllllllllllllllllllllllllllllllllllllllll Do not move or place the swim spa on the side - Never lift or handle the swim spa by the plumbing - Make sure that there is sufficient assistance to gently slide the swim spa off the dolly or cart to the sup- port base without any damage Important Note: Damage caused during transportation or by improper handling is not covered by the factory warranty. 10 Crani Sp iXi^��hpS��l 0) HYDROPOOL mpoinnslan LEVELING YOUR HYDROPOOL SWIM SPA After the swim spa is properly positioned on the support base, the entire unit should be checked and leveled as necessary. Should you find that the unit is sloped or the base is otherwise uneven, level your swim spa using a 2"— 3" clear sand bed. Make sure to enclose or `box -in` the sand to prevent erosion. This will ensure contact with the entire support base to appro- priately distribute the weight of the swim spa structure. Do not adjust shim under the outside edge, as this will cause struc- tural stress on the unit, potentially causing damage to the swim spa structure. SET-UP & ASSEMBLY Set-up of your swim spa will vary depending on whether you have purchased an Aquatrainer or Aquasport model. Once your swim spa is set into place, you are ready to install the steel support legs and connect the equipment package. STEEL SUPPORT LEG ASSEMBLY Finger tighten the steel support legs before adding water to the swim spa. Do not adjust the steel support legs until water is added to the swim spa. STEEL SUPPORT LEG ASSEMBLY OVERVIEW SIDE STEP FOOTWELL 12SE/FX MODEL 8 141X MODEL 8 14FX MODEL 8 16FX MODEL 10 17FX MODEL 10 19FX MODEL 10 1 2 3 4 11 iXi^��hpS��l 0) HYDROPOOL mp��nn si.nn 1 Thread one hex nut all the way up to the top of the thread- ed posts attached under the lip. //oo�IfiiT 2 Thread two hex nuts down to within 2.5 cm (1 in.) of bot- tom of foot plate 3 Slide the foot plate assembly onto one end of the square support leg, then slide the leg onto the threaded post under the swim spa lip. 4 Bring the two hex nuts on the foot plate up about 5.1 cm (2 in.) and the hex nut on the threaded post under the swim spa lip, down about 5.1 cm (2 in.). Finger tighten until the leg is secure. Loosen the hex nuts on the hori- zontal rod so that the leg is level and tight- en until the leg is se- cure. DO NOT OVER -EXTEND THE STEEL SUPPORT LEGS AND/OR SUSPEND SHELL ABOVE THE FLOOR AS THIS WILL CAUSE STRUCTURAL DAMAGE AND VOID WARRANTY 5 After the swim spa is filled with water, the legs can now be adjusted as necessary from either the top or bottom with a wrench to ensure that the walls are straight and level. While the swim spa is filling, it may be necessary to adjust the steel support legs while filling with water. Should the unit bow outward, lengthen the steel support leg by turning the top nut counter clockwise on the bottom foot. Should the shell bow inward, shorten the steel support leg by turning the top nut clockwise. Be careful to only adjust the nut 1/4 or 1/2 a turn at any one time. Do not extend the leg length too much as this may cause deformation on the top flange. Adjustments may be necessary on more than one leg. 12 HYDROPOOL SUPPORT EQUIPMENT ASSEMBLY (NON CABINET MODELS ONLY) Position equipment platform next to the swim spa under the swim jets. Do not remove support equipment from platform. All necessary o -rings are bundled and shipped in the accessories bag. Carefully install o -rings into unions and hand tighten all connections. Ensure that o -rings are properly seated and do not get pinched while connecting the unions as this will result in leaks. Union connections are located on the swim spa control heater manifold, pipe to pipe connec- tions and all pumps. AQUASPORT SUPPORT EQUIPMENT PLATFORM AQUATRAINER SUPPORT EQUIPMENT PLATFORM NOTE: EQUIPMENT MAY NOT BE EXACTLY AS SHOWN OPTIONAL OZONATOR CONNECTION The clear 9.5 mm (3/8 in) ID ozonator tube is shipped coiled and attached to the back of the swim jets. Attach loose end to the barb on the ozonator, and ensure that the ozone check valve is oriented vertically. TOPSIDE CONTROL PANEL CONNECTION Connect the topside control panel cable (located on equip- ment platform) to the master spa pack on the left hand side. If you connect to the slave heater pack, you will get an "SLA" error message and not all functions will work properly. LED LIGHT ASSEMBLY One light is located on a step riser and the other is part of the self clean system located under the swim jets. 13 4 ua HYDROPOOL IMPORTANT ELECTRICAL SAFETY INSTRUCTIONS SAFETY COMES FIRST. WHEN INSTALLING & USING THIS ELECTRICAL EQUIPMENT, BASIC SAFETY PRECAUTIONS MUST ALWAYS BE FOLLOWED! 1 READ AND FOLLOW ALL INSTRUCTIONS 2 Electrical installation must be completed by a qualified elec- trician in accordance with all National, Regional and Local Codes and Regulations in effect at the time of installation. 3 Connect only to a dedicated circuit protected by a class `A' two -pole ground fault circuit interrupter (GFCI) 4 Use copper conductors only! 5 The hot tub equipment and all electrical plugs, outlets and lights within 1.5m (5ft) of the unit must be G.F.C.I protected. Consult your electrician or local electrical authority for further details. 6 A green colored terminal or a terminal marked "G", "GR", "Ground", or "Grounding" is located inside the supply termi- nal box or compartment. To reduce the risk of electric shock, this terminal must be connected to the grounding means provided in the electric supply service panel with a continu- ous copper wire equivalent in size to the circuit conductors supplying the equipment. 7 At least two lugs marked "BONDING LUGS" are provided on the external surface or on the inside of the supply termi- nal box or compartment. To reduce the risk of electric shock, connect the local common bonding grid in the area of the hot tub to these terminals with an insulated or bare copper con- ductor not smaller than No.6 AWG (Canada/Europe) / No.8 AWG (USA). 8 All field installed metal components such as rails, ladders, drains or other similar hardware within 3 m (10 ft) of the hot tub shall be bonded to the equipment grounding bus with copper conductors not smaller than No.6 AWG. WIRE SIZE ZIQ:i9:I9iyd=IN[d9 IMPORTANT NOTE: • This guide is for standard installations where the wire run is 15 m (50 ft.) or less. For longer wire runs, consult a quali- fied electrician. G.F.C.I./R.C.D. APPLICATION GUIDE FOR HYDROPOOL SWIM SPA SERIES NORTH AMERICA Aq uaplay/Aq uas port 50A Aquasport 19DTFX Gold 40A spa / 50A swim Aquatrainer 60A Aquatrainer 19DTFX Gold 40A spa / 60A swim EUROPE (single phase) Aq uaplay/Aq uas port 40A Aquasport 19DTFX Gold 20A spa / 40A swim Aquatrainer 40A Aquatrainer 19DTFX Gold 20A spa / 40A swim • The minimum wire size for systems that require a 40A GFCI is # 8/3 c/w ground (also referred to as # 8 gauge / 4 conductor). • The minimum wire size for systems that require a 50A GFCI is # 8/3 c/w ground (also referred to as # 8 gauge / 4 conductor). • The minimum wire size for systems that require a 60A GFCI is # 6/3 c/w ground (also referred to as # 6 gauge / 4 conductor). EUROPE Standards for amperage breakers may vary from country to country in the CE controlled area. Please consult your local installer for advice on breaker level and wire specifications. Some examples are below: Breaker of 13A –wire must be 1.5 mm2 Breaker of 16A—wire must be 2.5 mm2 Breaker of 20A—wire must be 4.0 mm2 Breaker of 32A—wire must be 6.0 mm2 NOTE: Please consult your applicable electrical codes related to the size of conductors as they may vary from what is stated above. Take into consideration the length of cable as well and increase as required. 14 HYDROPOOL NORTH AMERICA - GFCI INSTALLATION Installation of the GFCI - Circuit Breaker, including ampere sizing and selection of conductor size and type, must be performed by a qualified electrician in accordance with the National Electrical Code, or the Canadian Electrical Code, and all Federal, State/Provincial and local codes and regulations in ef- fect at the time of installation. Hydropool highly recommends the use of a new Siemens GFCI breaker for all of its products. Other GFCI's and older Siemen's GFCI's may have tripping issues. 240 VOLT AQUASPORT SINGLE GFCI WIRING (MASTER ONLY) 240 VOLT SWIMSPA SINGLE GFCI WIRING MASTER/ SLAVE HEATER 240 VOLT SWIMSPA DUAL GFCI WIRING MASTER/ SLAVE HEATER 15 HYDROPOOL ��u��ur I n�a Iwlr�zKvllo EUROPE - R.C.D. INSTALLATION - TYPICAL 230 VOLT SINGLE PHASE RCD WIRING 230 VOLT DUAL PHASE RCD WIRING 230 VOLT THREE PHASE RCD WIRING Main electrical box i2cN box kAlin elen k al bstx R() Ibux Main elemlc11 bs "IIIb- 16 HYDROPOOL vm lr sjr�zK! FILLING, CHECKING AND STARTING YOUR SWIM SPA-12SE PROPER WATER LEVEL AT SKIMMER OPENING 17 FILLING • When adding water for the first time, the hot tub should be filled through the skimmer opening (helps to prevent air locks) using a standard garden hose, turning the tap on slowly to prevent damage to the surface by a jerking hose connection. • Ensure the handles on the intake and return gate valves are pulled up and stem locks are in place. • Ensure the drain hose -bib is closed. • Ensure that all jets are open. • Fill the hot tub to the recommended level, approximately 4 inches above the top of the skimmer opening. CHECKING • Although your hot tub was thoroughly water -tested in the factory, some loosening of fittings can occur during ship- ping. Before any decking, tiling or carpeting is completed around the installation, fill and operate your hot tub to test for leaks (this ensures easy access and inexpensive cor- rection). Check all union connections and plumbing for minor leaks. In the event of a leak, ensure all union con- nections and pump plugs are tight and all o-rings/gaskets are in place. STARTING • Before applying voltage to power -up your hot tub, it is very important that you understand the sequence of events that occur when the system is activated in order that the pump can be primed efficiently and damage to the system can be avoided. • Turn the main power "on" at your electrical panel. • Follow the control instructions for your particular model hot tub to put the pump into low speed see section HY- DROPOOL CONTROL SYSTEMS PUMP PRIMING/ RELEASING AN AIR LOCK • On some systems a message will appear on the display indicating that the system is in PUMP PRIMING MODE ("RUN PMPS PURG AIR"). This mode will last for 4 minutes before automatically entering the normal opera- tion mode. See complete details for your spa in section HYDROPOOL CONTROL SYSTEMS Definition: `Priming' a pump is a term used to describe the process in which air trapped in the plumbing and pump wet -end (referred to as an `air lock') is released, allowing the pump to move water efficiently through the plumbing system and to the jets. HYDROPOOL vm lr sjr�zK! FILLING, CHECKING AND STARTING YOUR SWIM SPA -ALL OTHER SWIMSPAS FILLING • When adding water for the first time, the swim spa should be filled through the skimmer opening (helps to prevent air locks) using a standard garden hose, turning the tap on slowly to prevent damage to the surface by a jerking hose connection. • Pull up the handles on the intake and return gate valves and clip on the stem locks. (handles are pulled up when valves are open and pushed down when valves are closed). Ensure the drain valve is closed. Ensure that all jets are open. Fill the swim spa to the recommended level as indicat- ed by the "MIN" and "MAX" marks on the weir door of the skimmer opening. 18 CHECKING Although your swim spa was thoroughly water -tested in the factory, some loosening of fittings can occur during shipping. Before any decking, tiling or carpeting is completed around the installation, fill and operate your hot tub to test for leaks (this ensures easy access and inexpensive correction). Check all union connections and plumbing for minor leaks. In the event of a leak, ensure all union connections and pump plugs are tight and all o-rings/gaskets are in place. STARTING Before applying voltage to power -up your swim spa, it is very important that you understand the sequence of events that occur when the system is activated in order that the pump can be primed efficiently and damage to the system can be avoided. Turn the main power "on" at your electrical panel. Follow the control instructions for your particular model swim spa to put the pump into low speed. See section HYDROPOOL CONTROL SYSTEMS PUMP PRIMING/RELEASING AN AIR LOCK • On some systems a message will appear on the display indicating that the system is in PUMP PRIMING MODE. This mode will last for 4 to 5 minutes before automatically entering the normal operation mode. See complete details for your spa in section HYDROPOOL CONTROL SYS- TEMS When the pump is located below water level, the water should start circulating immediately. If the motor works but if you do not notice water circulation within the first 15 sec- onds, the pump may require priming due to trapped air (referred to as an `air lock'). To prime (inset 2), open the hose -bib to allow trapped air to escape. Close as soon as the water flow from the jets becomes regular. If the pumps have not primed after 2 minutes, and water is not flowing from the jets, DO NOT allow the pumps to continue to run. Turn power off at the main house panel (or GFCI) and try releasing the air again by loosening the union on the dis- charge side of the pump(s) while the motor is not running. Turn the power back on. If the pump(s) does not prime after 15 seconds, sometimes momentarily turning the pump(s) off and on will help the system to prime (note: do not do this more than 5 times). Repeat if necessary. • Important: Under NO circumstances should the pump(s) be allowed to operate without priming beyond 5 minutes, as this may not only cause unwarrantable damage to the pump, it may also cause the control system to go into an overheat condition. Definition: `Priming' a pump is a term used to describe the process in which air trapped in the plumbing and pump we - tend (referred to as an `air lock') is released, allowing the pump to move water efficiently through the plumbing system and to the jets. HYDROPOOL vm lr sjr�zK! RELEASING AIR TRAPPED IN FILTER... THROUGH THE PUMP UNION RELEASING AN AIR LOCK.. 19 • When the pump starts circulating, it will be necessary to release trapped air in the filter. Carefully loosen the air vent valve counter -clockwise until there is the hissing sound of air escaping. Once there is a steady stream of water, close the vent valve, ensuring that the o -ring does not become pinched. • Turn the Hydrotherapy pump(s) on and re -check for leaks. The control system will automatically return the pump(s) off after 15 minutes. • Adjust the hot tub heat control at the topside panel to the desired water temperature. • Adjust water balance (pH, TA, calcium hardness) to recom- mended levels and add sanitizer once the water temperature reaches 20°C (680F). See section SWIM SPA WATER BALANCE • Keep insulated safety hard cover on the hot tub, and the air controls closed during the entire heat up process. NOTE: In order to prevent damage to your pillows caused by the gazing effect of the chemicals, we do recommend to remove them when the spa is not in use. By removing them you will extend considerably the life length of your pillows. We do design ours pillows to be removed easily in order to make sure they will not remain in the spa when it's not in use. HYDROPOOL vm lr sj:zK! HYDROPOOL SWIM SPA SERIES CONTROL SYSTEMS NORTH AMERICA/ EUROPE HYDROPOOL SWIM SPA- IN.XE SPA PACK SERIES INITIAL START-UP � 11Hh 19�IA Before applying voltage to power -up your hot tub, it is very important that you understand the se- quence of events that occur when the system is activated in order that the pump(s) can be primed efficiently and damage to the system can be avoided. At initial power -up, the system will show the fol- lowing screen. The keypad does not store the date and time so when the system starts up after a loss of power a message will prompt you to reprogram the time and date. PROGRAMMING THE DATE AND TIME Here you can adjust the time format (AM/PM or 24h), day of the week and time. Use the arrows to choose the setting that you want to adjust and se- lect it by pressing the Light key. Use the arrow buttons to change the parameters and the Light key to move between parameters. Pump 1 will take you back to the main Settings menu. 20 TEMPERATURE CONTROL FUNCTIONALITY AND ADJUSTMENT 0 After you exit the programming mode your hot tub will automatically heat to the factory preset default temperature of 38°C (1000F). The temperature shown at the top of the screen is the current water temperature. Use the UP and DOWN buttons to set the desired temperature. The set point will appear in the blue at the bottom. After 3 seconds without any change to the set temperature value, the keypad will resume the normal display of messages. When the set value is lower than the current tem- perature "Cooling to XX" will appear. When the value is set higher than the current temperature, "Heating to XX" will be indicated. HYDROPOOL HYDROPOOL SWIM SPA SERIES CONTROL SYSTEMS NORTH AMERICA/ EUROPE GECKO IN.XE3 19DTFX SPA CONTROLS GOLD KEYPAD FUNCTIONS AND DISPLAY ICONS SETTINGS KEY LIGHT KEY WHICH CONTROLS THE LIGHTING MODE KEY BLOWER SELECT KEY 21 JET 1 KEY WHICH CONTROLS PUMP 1 SELECT KEY TEMPERATURE UP KEY TEMPERATURE DOWN KEY HYDROPOOL HYDROPOOL SWIM SPA SERIES CONTROL SYSTEMS NORTH AMERICA/ EUROPE GECKO IN.XE5 AQUASPORT CONTROLS KEYPAD FUNCTIONS AND DISPLAY ICONS SETTINGS KEY JET 1 KEY WHICH , CONTROLS PUMP 1 LIGHT KEY WHICH JET 2 KEY WHICH CONTROLS THE CONTROLS PUMP 2 LIGHTING 0', TEMPERATURE UP MODE KEY = KEY BLOWER SELECT TEMPERATURE KEY M, DOWN KEY 22 HYDROPOOL HYDROPOOL SWIM SPA SERIES CONTROL SYSTEMS NORTH AMERICA/ EUROPE GECKO IN_XES AQUATRAINER CONTROLS KEYPAD FUNCTIONS AND DISPLAY ICONS SETTINGS KEY MODE KEY JET 1 KEY WHICH CONTROLS PUMP 1 JET 2 KEY WHICH CONTROLS PUMP 2 JET 3 KEY WHICH CONTROLS PUMP 3 23 TEMPERATURE UP KEY TEMPERATURE DOWN KEY SELECT KEY BLOWER SELECT KEY LIGHT KEY WHICH CONTROLS THE LIGHTING PUMP 1 FUNCTION Press this pad to activate the pump 1 st press — low speed (icon rotates slow) 2nd press — high speed (icon rotates fast) 3rd press — turns off PUMP AUTOMATIC TIME-OUT High speed — 30 minutes Low speed — 30 minutes PUMP 2 & 3FUNCTION (if included) Press this pad to activate the pump HYDROPOOL nwdnmipw WATER CARE The Water Care section will help you set up your ideal filtration and heating settings. Choose from Away, Beginner, Energy Savings, Super Energy Savings and Weekender, depending on your needs. Use the Light key to choose your setting. A checkmark will appear on the selected icon to confirm. In Energy Savings mode, the set point will be re- duced by 20°F, which means that the heating sys- 1 st press — high speed (icon rotates fast) tem will not be engaged unless the temperature 2nd press — turns off falls to 20°F below the spa's set temperature. PUMP AUTOMATIC TIME-OUT High speed — 30 minutes LIGHT FUNCTION Press this pad to activate the light 1 st press: rotating colours 2nd press: solid blue colour 3rd press: solid green colour 4th press: solid red colour Note: Pressing the light key in intervals less than three seconds will scroll to the next colour. Once you have selected the colour another press will turn the light off. LIGHT AUTOMATIC TIME-OUT Time out — 60 minutes SETTINGS KEY From the home page you can access the Settings, where you will find: • Water Care • optional) • nudeario IF;A • Maintenance • Day & Time I • Keypad Settings • Wi-Fi (optional) • Electrical Configuration • Factory Reset • About Use the arrow keys to move up and down in the list. To select an option, press the lit button beside it (Light button). Water Care Modes: Away: In this mode the spa will always be in ecomony; the set point will be reduced by 20°F and the filtra- tion can be reduced. Beginner: The spa will never be in economy mode, and will run a normal 24 hours of filtration a day. Energy Savings: The spa will be in economy mode during the peak hours of the day and resume normal mode on the weekend. Super Energy Savings: The spa will always be in economy mode during peak hours, every day of the week. Weekender: The spa will be in economy mode from Monday to Friday, and will run normally on the weekend. At any point you can press the Settings button to return to the home screen. 24 MODIFYING SCHEDULES HYDROROOL 0 AUDIO (optional) To see and / or modify the Water Care cate- — gory, use the lit button to the right (Jet 1) to open the selected Water Care menu. Use the arrow keys to choose a schedule to modi- fy (choice of economy and filtration schedules). Use the Light key to move between parameters. You have several possibilities for the schedule (Mon -Fri, weekend, every day, or single days). The schedules will be repeated every week. The time and duration are set in 30 minute increments. Once you have set the schedule, use Jet 1 key to go back. Ensure that you have selected the de- sired Water Care option in the main Water Care menu. The filtration schedule shown on the screen will apply to the main filtration pump. Your spa uses a circulation pump configured to run 24 hours by de- fault and the screen will show you the purge set- ting instead of filtration. The purges are pre- programmed for a fixed number of minutes, there- fore the duration will be set to N/A on the screen, and only the start time can be modified. FILTERING Your spa is equipped with a circulation pump that filters your water for 24 hours a day. If the water temperature exceeds the set temperature b 3 de- grees then this pump will shut off automatically until the temperature drops below the set point by approximately 1.5 degrees. The Audio section in the Settings menu gives you the option to disconnect or unpair your Bluetooth enabled device. IN.CLEAR (optional) The inA862 keypad can be used with the in.clear sanitization system. If you have ordered this op- tion please refer to the separate instruction manu- al provided. MAINTENANCE From the Settings page you can access the Maintenance Menu, which gives you access to the following options: • Maintenance reminders • Standby • Error log Use the UP and DOWN keys to make a selection and Pump 2 to confirm the selection. 25 HYDROPOOL Mirnll SiOV; MAINTENANCE REMINDERS The inA862 keypad will remind you of mainte- nance required on your spa, like rinsing or clean- ing the filter. Each task has its own duration, based on normal use. The Maintenance Reminders menu allows you to verify the time left before maintenance is required, as well as to reset the time once a task is complet- ed. Use the UP and DOWN keys to move through the list. ERROR LOG In this section you can see erros that have been archived by the system. Use the UP and DOWN keys to move through the list. Errors are archived chronologically, from most recent to oldest (top tc bottom). The Error log page shows the error code, the date of the error and the time. To see more details on an error select it with the Pump 2 key. A screen will appear with more infor- mation on the selected error. To reset a task, select it by pressing Pump 2, then To clear the Error log page press the Select Key confirm when prompted. Once you have con- and confirm when prompted. The page will be firmed the task will be reset. cleared. STANDBY The Standby mode allows you to service your spa. Pumps will stop for 30 minutes, and automatically restart after this time. Once Standby mode has been activated a screen will appear to show the pumps are stopped. The normal spa page will return at the end of the maintenance. Press on the Confirm key to leave Standby mode and restart the spa. DATE AND TIME Here you can adjust the time format, change the year, date and time. Use the arrows to choose the setting you want to adjust and select it by pressing Pump 2. Use the arrow keys to change the parameters and Pump 2 to move between parameters. Pump 1 will take you back to the main Settings menu. 26 HYDROPOOL Mirnll SiOV; KEYPAD SETTINGS In this section you can change the temperature unit and language. Use the arrow keys and move to the setting that you would like to change. Use the Light key to choose and the arrow keys to modify For the temperature setting you have a choice be- tween Fahrenheit or Celsius. For the language setting you have a choice be- tween English and French. Wi-Fi (optional) For the Wi-Fi menu to appear in the Settings menu your I -Command module must be equipped with software version 11.00 or higher. This menu allows you to connect your I -Command module to a Wi-Fi network or to change its network. To connect your I -Command module to a wireless network, use the UP and DOWN keys to go to the Wi-Fi option in the Settings menu and Pump 2 to select it. After a few seconds the available networks will appear on the screen, as well as their signal strength. Use the UP and DOWN keys to move through the list. Select your network by pressing the Pump 2 key. If the Wi-Fi network is password protected enter it when prompted. If no password is required it will connect automatically. ELECTRICAL CONFIGURATION Please do not make changes in this section unless you are a qualified electrician. FACTORY RESET In this section you can see erros that have been archived by the system. Use the UP and DOWN keys to move through the list. Errors are archived chronologically, from most recent to oldest (top to bottom). ABOUT This section shows information about the keypad software number and the revision numbers of the different components of your system. PURGE CYCLES The purge cycles are programmed to begin at the start of each filter cycle. Pump 2 activates for 1 minute, shuts off and then Pump 1 activates for 1 minute then shuts off. SMART WINTER MODE Smart Winter Mode protects your system from the cold by turning the pumps on several times a day to prevent water from freezing in the pipes. The Smart Winter Mode indicator turns on when in this mode of operation. If the temperature drops to 4°C (39°F) within the heater chamber, the system au- tomatically activates the pump to provide freeze protection. The pump will operate until the temper- ature reaches 5°C (41°F) before returning to nor- mal system mode. COOLING DOWN After heating the spa water to the desired set point, the heater is turned off, but the filtration pump remains on for a certain amount of time to ensure adequate cooling of the heating element in order to prolong the useful life of the heater. The heater icon flashes during this time. 27 HYDROPOOL M i rnll SIM!; OPTIONAL I -COMMAND SYSTEM The Smart Phone App that is designed as a wireless hot tub control which allows you to pick the water care settings that fit your schedule. Adjust filtration and temperature settings and create the ideal hot tub experience from inside your home. This option is supported by your iPhone@, iPOD touch@ and iPADO. Android Smartphones will be available mid summer 2014. Please contact your local retailer for more information. If your hot tub comes with this option installed, you need to activate the App Store Icon from your IPOD menu. Type in "in.touch Gecko" into the search field to find the application (Gecko Home or World Editions) and download from iTunes using your user name and password. The in.touch world edition allows you to use the Internet anywhere in the world to control your spa. The in.touch home edition allows you to control your spa using your home WiFi network. 1. Go to the Wi-Fi Networks screen by touching the Settings Icon. The network named in.touch should appear on the list. 2. Press on it to select the in.touch network. Once you've selected it, wait until the WiFi icon appears on the top left corner of the screen. This icon shows that your iDevice is now connected to the network. 3. You can now start the application by finding the icon for the in.touch application and tapping to open it. 4. The first time you use the app a message will tell you to add a spa to your list. You must add your hot tub to the list in order to configure it and use it with the application. Once you tap Ok, you will see a list of visible hot tubs. Tap on yours. Name it when prompted. (NOTE: Both your hot tub and your iDevice must be in range of your home WiFi System to ensure proper operation). 5. Go to Settings in the in.touch app and select WiFi Connection. Choose the network you want your spa to connect to (i.e. your home WiFi). If the network has a security key, enter it when prompted. 6. Home Network - Go to the WiFi settings section on your device and choose the same network. 7. Internet (World Edition only) - Once your spa is connected to the internet, you can use your in.touch world edition any time your device is also connected to the internet, even if you are away from home. The green icon with the word "Linked" beside it will appear at the top righthand corner of the My Spas page to con- firm your connection. 28 HYDROPOOL M i rnll SIM!; STANDBY MODE A press of the SETTINGS key brings you into the menu options. Use the UP and DOWN arrow keys to highlight STANDBY. Press the LIGHT key and the following message will appear. "All pumps off! Press Drain to drain spa" This mode allows you to stop all outputs including all automatic functions such as a filter cycle, heating requests and smart winter mode purging for 30 minutes to perform quick spa maintenance. DRAIN MODE If you wish to put your spa into "DRAIN MODE" press the FUNCTION key beside the word "Drain" on the display. Once you do that the display will indicate "Drain in progress". The filtration pump will turn on and run for 60 minutes. In order to exit this mode, press the FUNCTION key beside the back arrow once to exit DRAIN MODE. This will put you back into STANDBY MODE and if you wish to exit that press the same key to go back to the main screen. 29 HYDROPOOL TOPSIDE PANEL DISPLAY MESSAGES Hr - An internal hardware error has been detected Prr - The Prr error message indicates a problem with the regulation probe. The system is constantly verifying if the tem perature probe reading is within its normal limits. H L - The water temperature at the heater has reached 119°F (480C). Do not enter spa water. FLO - The system did not detect any water flow while the filtration pump was running. UPL - No low level configuration software has been downloaded into the system. AOH - The temperature inside the spa skirt is too high, causing the internal temperature in the spa pack to increase above the normal limits. OH - The water temperature in the spa has reached 108°F (420C). Do not enter spa water. OPTIONAL VARIABLE AIR THERAPY SYSTEM CONTROL FUNCTIONS: Press: Blower button on main control to activate system 1) ON/OFF : Press 1: The Blower starts at maximum Speed. LED: ON Press 2: The blower stops. LED: OFF 2) TO CONTROL SPEED: Press 1 and hold: Speed goes up or down, LED: ON when pressing. Release pressure at the desired speed. 3) TO CONTROL PULSATION: Press 1: Slow Pulsation Cycle, LED: ON. Press 2: Quick Pulsation Cycle, LED: Flashes. Press 3: Pulsation Cycle OFF, LED: OFF. 30 iXi^��hpS��l 0) HYDROPOOL MPOHnslan ADJUSTABLE FLOW CONTROL Your Hydropool swim spa is equipped with 1 DIVERTER valve to control and adjust water flow to suit individual user preference. The pump 1 (P1) DIVERTER valve provides variable water flow adjustment between the lower centre swim jet (providing added buoyancy and variable swim re- sistance), and the hydrotherapy jets on the bucket seats, or a combination of both. AIR CONTROLS 31 AQUAFLEX CURRENT CONTROL (Aquatrainers only) This system allows for the swimmer to vary the flow of water and adjust the swim intensity of the jets. Allows quick adjust- ment to level of fitness the swimmer is accustomed to from Novice to Triathlete. This option has keypads near the swim end so that they can easily adjust their swim without having to go back to the main keypad area and eliminates the need for manual diverters. NOTE: You should always start from a full on or full off position to ensure you have consistent water flow. Fail- ure to do so may unbalance the system requiring it to be recalibrated. HYDROPOOL nwvBrn mlgaNx OPTIONAL HYDROPOOL SURROUND SOUND AUDIO AND DOCKING STATION DOCKING YOUR AUDIO DEVICE The Docking Station is compatible with all alter- nate audio sources such as IPOD and MP3 players. To install any audio device: 1 Locate and open the Docking Station door by gently pulling upward on the handle. 2 Remove the connector cover prior to plugging in your audio source. Always keep the cover on when the docking station is not in use. 3 Center the device over the Docking Station Adaptor and connect. 4 Close the Docking Station door once you have begun using your device. Audio source placement in pop out tray (device not included - may not be exactly as shown) INK800 KEYPAD BLUETOOTH AUDIO FUNCTIONS PRESS YOUR MODE KEY TO ACCESS YOUR IN.STREAM DEVICE POWER ON / OFF AUXILLARY AUDIO DEVICE FUMM PLAY / PAUSE AUDIO BLUETOOTH AUDIO DEVICE,i NEXT TRACK LAST TRACK VOLUME UP / DOWN NOTE: If you are using a device with Bluetooth technology, it must be connected for functions to work. Please note that the "Play/Pause" and "Change Track" functions apply to devices using Bluetooth technol- ogy only and will not work when Auxiliary devices are selected as the audio source. 32 HYDROPOOL nivBrn mlgaNx OPTIONAL HYDROPOOL SURROUND SOUND AUDIO AND DOCKING STATION (continued) OPTIONAL SPEAKERS You have the option to customize your audio features so that you can use your home stereo system in combination with the pop up speakers in- stalled on the swim spa. It is the sole responsibility of the end user to en- sure the proper installation and operation of the system and Hydropool is not responsible for any defects or repairs as a result of workmanship and/ or faulty wiring. NOTE: Any damage to the speakers are the sole responsibility of the end user. Each speaker is rated 50 watts, 2 -channel, 4-8 ohms per channel. 33 HYDROPOOL ovdrnn spm SWIM SPA WATER BALANCE - GENERAL OVERVIEW NOTABLE POINTS • The reliability and longevity of your swim spa support equip- ment are directly related to how well water quality is maintained! • The small volume of water in your swim spa is easily affected by the introduction of oils, lotions, perspiration and chemicals. It is imperative that you give your swim spa regular attention to maintain clean, safe and balanced water to prevent premature damage and/or failure (corrosion/calcification) to the support equipment. Maintaining proper swim spa water balance and sanitizer levels is extremely important. Neglected hot water will allow bacteria to quickly spread. • The mineral content of swim spa water increases due to water evaporation, sanitizers and other chemicals. If the mineral con- centration, particularly calcium, becomes too high, the minerals will literally "drop" or precipitate out of the water and deposit on the swim spa walls, plumbing, jets, in the filter and on the heater element. .It is very important that pH be checked frequently and main- tained in the recommended range as indicated in the chartWA- TER BALANCE SUMMARY FOR YOUR SWIM SPA • It is also very important that Total Alkalinity (the ability of the water to resist a change in pH) be maintained in the recom- mended range as indicated in the chart WATER BALANCE SUMMARY FOR YOUR SWIM SPA • Although there may be two identical swim spa models right next door to each other, the maintenance requirements will be differ- ent, dependant on such factors as: — bather load — frequency of use/quantity of bathers — different body chemistry — sun vs. shade — temperature For these reasons, it is very important to develop proper swim spa water maintenance habits and follow your Hydropool retail- er's recommended water maintenance procedures. C X Heater and other component failure due to improper water balance is not covered under warranty. CHEMICAL HANDLING SAFETY HINTS • Never pre -mix chemicals with each other prior to adding to hot tub water. • Add only one chemical to the water at a time. • Always add chemicals to water and not vice -versa. • Chemicals may be corrosive, so handle with care and store in a cool dark place. • Never smoke near chemicals as most are flammable • Ensure any spilled chemicals are carefully cleaned up immediately. • Always have the POISON CONTROL telephone number handy in the event of an emergency. • Keep chemicals out of children's reach • Wear safety glasses and gloves when handling chemi- cals. INITIAL WATER FILL & BALANCE 1 Make sure the swim spa is circulating. 2 Add a sequesterant (stain and scale controller). Allow water to circulate for an hour before adding anything else to the swim spa water. 3 Add a Shock / oxidizing agent. 4 Add sanitizing tablets (Bromine or Chlorine) to the dispenser: Your Hydropool swim spa comes with a built in bromine/ chlorine dispenser, (located in the lid of the cartridge filter housing), refer to section CARTRIDGE FILTER for details on removing and re -installing the lid. Once the filter lid is re- moved, you'll notice a clear 2.5 cm (1") diameter tube extend- ing from the bottom of the lid. Expose the large Refill hole at the end of the tube and add 5 or 6 tablets. Do not overfill dispenser as performance will be affected. Turn to expose the largest area and allow water to circulate for 3 or 4 hours before testing level. Adjust to lesser area as necessary to maintain a level of 3 —5 PPM Sanitizer. Floating dispenser: As above, add 6 or 7 tablets, adjust initially to `5', allow water to circulate for 3 to 4 hours, then test. The tablets will dissolve slowly over a 10-14 day period, depending on setting, and use of the hot tub. 5 Test pH and Total Alkalinity and also adjust accordingly. Expose the large Refill hole at the end of the tube and add 5 or 6 tablets. Do not overfill dispenser as performance will be affected. Turn to expose the largest area and allow water to circulate for 3 to 4 hours before testing level. Adjust to lesser area as necessary to main- tain a level of 3-5 PPM Sanitizer. 34 HYDROPOOL vm lr sj:zK! GLOSSARY OF COMMON WATER MAINTENANCE TERMS 1 CHLORINE — in granular, liquid or puck/tablet form, is an oxidant and biocidal agent. It is very effective and fast acting. Recom- mended chlorine residual level is 3.0 to 5.0 ppm. 2 CHLORAMINES — a compound formed when chlorine combines with nitrogen or ammonia present in the water. When allowed to go unchecked, it causes eye and skin irritation and is indicated by a strong chlorine odor. 3 ONE -PART BROMINE — also available in puck/tablet form, is another type of oxidant/biocidal agent, and is introduced into the hot tub water via a brominator. Recommended bromine residual level is 3.0 to 5.0 ppm 4 TWO-PART BROMINE — composed of a liquid or powder component introduced manually into the water on a weekly basis, and a granular component that is added daily or as the hot tub is used. 5 BROMAMINES — are formed when bromine destroys nitrogen -bearing organic matter. Unlike chloramines, bromamines don't cause eye irritation, however, when allowed to go unchecked, will cause an objectionable odour. 6 SHOCK — the practice of adding an oxidizing agent to hot tub water to destroy ammonia, nitrogenous and organic contaminants (chloramines and bromamines) 7 pH — a logarithmic value expressing the relative acidity or basicity of a substance (such as hot tub water) as indicated by the hydro- gen ion concentration. pH is expressed as a number on a scale of 0 to 14, where 0 is most acidic, 1 to 7 being acidic, 7 considered neutral, 7 to 14 being basic, and 14 being most basic. The ideal range for hot tub water is 7.4 to 7.6 ppm 8 pH INCREASER — raises the pH level of the water. 9 pH DECREASER — lowers the pH level of the water. 10 TOTAL ALKALINITY (TA) — the amount of carbonate, bicarbonate and hydroxide compounds present in the water that deter- mines the ability or capacity of the water to resist change in pH. Also known as the `buffering' capacity. 11 ALKALINITY BOOSTER— raises the alkalinity. 12 CALCIUM HARDNESS — the calcium portion of the total alkalinity which represents 70 to 75% of total hardness. Calcium concen- trations determine whether water is `soft' - too little calcium, or `hard' -too much calcium. 13 CALCIUM BOOSTER— increases the calcium level. 14 TOTAL DISSOLVED SOLIDS (TDS) — a measure of the total amount of dissolved matter in the water (calcium, carbonates, bicar- bonates, magnesium, metallic compounds, etc.) 15 SEQUESTERANTS (STAIN AND SCALE CONTROLLERS) — keeps dissolved metals and minerals in the water from attacking the hot tub shell and support equipment components. 16 DEFOAMER — removes foam build-up from the water surface. At best, this is a temporary remedy, as excessive foam is merely a symptom of improper water balance (typically high organic residue and/or high pH). 17 CARTRIDGE FILTER CLEANER — degreases and cleans cartridge filters. 18 OZONATOR — generates Ozone (a gaseous molecule composed of 3 atoms of oxygen) and is injected into the hot tub water for the oxidation of water contaminants. 19 TEST KIT— used to monitor specific chemical residual or demands in the water. May be in the form of litmus strips or liquid drops. 20 PPM — abbreviation for `parts per million', the unit of measurement used in chemical testing which indicates the parts by weight in relation to one million parts by weight of water. Essentially identical to the term mg/L - milligrams per liter. *National Spa & Pool Institute recommended levels for residential spas/hot tubs 35 WATER BALANCE SUMMARY FOR YOUR SWIM SPA* SANITIZER (ppm) MIN IDEAL MAX Chlorine 1.0 3.0-5.0 5.0 Bromine 1.0 3.0-5.0 5.0 CHEMICAL PH 7.2 7.4-7.6 7.8 Total Alkalinity (TA) 80 80-120 180 Calcium Hardness 150 200-400 500-1000 *National Spa & Pool Institute recommended levels for residential spas/hot tubs 35 HYDROPOOL vm lr sj:zK! WATER BALANCE TROUBLESHOOTING PROBLEM POSSIBLE CAUSES SOLUTIONS Cloudy Water Microscopic particles too small to filter out. Test and adjust all water balance elements and add flocculent* to cause the particles to combine together so they can be filtered out. Increase filter cycle time. High Total Alkalinity Test these water balance elements and High pH levels adjust to recommended parameters. High Calcium Hardness Scale High Calcium Hardness Test calcium hardness level and treat with (White/Grayish Deposit) sequesting agent* or perform partial drain/ refill. Skin Eye Irritation Improper pH and/or Total Alkalinity levels Test water balance and make the appropri- ate changes. Excessive Foam Buildup of body oils or cosmetics If no water line is present you can try using defoamer* to break up the contaminants and then a clarifier* to help filter them away. If a water line is present the spa may need to be drained and cleaned. Either way, the filter should be thoroughly cleaned by soak- ing over night in bleach. An oil absorbing sponge can help in preventing this in the future. Increase filter cycle time. Laundry detergent residual in swimwear Prevent by running an extra rinse cycle on washing machine or re -rinse well by hand Excess organic contaminants Some organic matter is prone to causing foamy water as it breaks down in the filter (maple leaves especially). Generally using defoamer* to break up the contaminants, then a clarifier* To help filter them away followed by thor- oughly cleaning your filter will clear up the problem. It may however be necessary to drain and refill your spa if the foaming is quite excessive. Low Calcium Hardness Test calcium hardness and if necessary increase with calciumchloride* Corrosion/Etching Presence of metals in water (iron, copper, Test total alkalinity levels and if necessary etc) increase with sodium bicarbonate* Discoloured Water Presence of metals in water (iron, copper, Treat with chelating* or sequestering agent* (Clear v. turbid water) etc) Unstable pH Low Total Alkalinity levels Test total alkalinity levels and if necessary increase with sodium bicarbonate* pH resistant to changing High Total Alkalinity levels Test total alkalinity levels and if necessary decrease with sodium bisulfate* or muriatic acid* * Contact your local Hydropool retailer for specific product recommendation 36 HYDROPOOL vm lr sjr�zK! ROUTINE SWIM SPA MAINTENANCE REVIEW CHEMICAL HANDLING SAFETY HINTS DAILY 1 Test water, and if necessary, add shock. 2 Ensure proper water level is maintained. WEEKLY 1 Test pH and Alkalinity. Adjust accordingly 2 Top -up chemical dispenser 3 Add sequesterant (stain and scale controller) 4 Remove and spray cartridge filter with garden hose and re- install (see section CARTRIDGE FILTER) 5 Remove and clean out skimmer basket (see section CLEANING THE SKIMMER BASKET) 6 Add Shock/ oxidizing agent 7 Inspect union connections for o -ring and gasket leaks - Tighten if loose 8 Clean stainless steel controls as indicated on page 29. MONTHLY Soak your filter cartridge in a filter cartridge cleaning solu- tion. Rinse thoroughly and, if possible, allow to dry before re -installing. Hydropool recommends purchasing a second filter so that while the first is cleaning, the other is clean and ready to install QUARTERLY Drain hot tub at least once per quarter and clean the acrylic shell surface with a non-abrasive cleaner designed specifi- cally for acrylic surfaces. See sections CHANGING THE HOT TUB WATER and DRAINING YOUR SWIM SPA 37 CLEANING THE SKIMMER BASKET 1 Activate the STANDBY/DRAIN ASSIST mode 2 Remove the skimmer basket by pulling the weir door for- ward, and pulling the basket up and towards the front 3 Remove debris from basket. (Note: Avoid hitting the basket against objects to knock debris loose as this may damage the unit) 4 Reinsert basket 5 Take the system out of STANDBY/DRAIN ASSIST mode, and as the pump begins to operate, monitor water flow over the weir door to assure that it is free floating HYDROPOOL CARTRIDGE FILTER The cartridge should be cleaned every two to four weeks, depending on the amount of use. Signs that the filter requires cleaning include: • Reduced jet power • Hazy gray water • Rattling noise in the pump or filter • Heater not working REMOVAL 1 Activate the STANDBY/DRAIN ASSIST mode. 2 Remove the filter cover and open the small, black air vent / bleeder valve on the top of the filter lid. 3 Lift the Gray lock tab to disengage and turn the locking ring counter clockwise. 4 Pull the filter lid upwards, and lift the cartridge element straight up and out of filter housing. 5 Separate the inner and outer core from each other by push- ing the inner core out. CLEANING 6 With a garden hose and spray nozzle, hose off the cartridge element, ensuring to carefully separate every pleat. 7 To remove collected lotions, body oils, etc. soak the car- tridge in warm water and a filter cleaning/emulsifying com- pound (available at your HYDROPOOL retailer). 8 A cleaning cylinder may be purchased from your HYDRO - POOL Retailer. 9 Rinse thoroughly and dry before replacing. 10 Hydropool recommends purchasing a spare filter cartridge so that you always have a clean substitute ready to rotate. 11 After the element has dried - if necessary, lightly brush between pleats with a fine paint -brush to remove remain- ing dirt particles. Do not use a wire brush or other devise to clean cartridge element. Do not put in dishwasher or washing ma- chine. RE -INSTALLATION 12 Place the cartridge filter back into the filter housing. 13 Replace the filter housing lid, pushing it down to seat, en- suring that the lid o -ring does not become twisted. 14 Hydropool recommends that the lid o -ring be lubricated with a non -petroleum based lubricant (ie. Silicone gel) when it becomes dry. This will help to prevent twisting and pinching as the lid is installed, and significantly increase longevity of the o -ring. 15 Install the filter lock -ring, turning clockwise until the lock tab snaps into place. 16 Close the air vent/bleeder valve. 17 Take the system out of STANDBY/DRAIN ASSIST mode. 18 When the pump starts circulating on low speed, it will be necessary to release trapped air in the filter. Carefully loosen the air vent/bleeder valve counter -clockwise until there is the hissing sound of air escaping. Once there is a steady stream of water, close the vent valve, ensuring that the o -ring does not become pinched. LOCKING RING AIR VENT VALVE FILTER LID i; BUILT IN CHEMICAL DISPENSER CARTRIDGE FILTER ELEMENT T LITER CORE INNER CORE FILTER HOUSING 38 0➢ CLEANING THE ACRYLIC SURFACE The acrylic surface can be cleaned and polished using a soft cloth and acrylic cleaner, available at your Hydropool retailer. • Important: Do not use detergents - the remaining residues will adversely affect water chemistry, making it difficult to maintain proper water balance • Do Not use abrasive cleaners — damage to the acrylic surface will occur. SAFETY HARD COVER When a swim spa is uncovered, over 90% of heat is lost from the water surface. This evaporation also affects the chemical balance and could create humidity problems indoors. HY- DROPOOL Safety Hard Covers are engineered for maximum thermal efficiency and appearance. They are hinged in the middle for easier handling, and the zip fastener allows the tapered foam inserts to be changed if damaged. The skirt of the safety hard cover hugs the lip of the swim spa for a tight fit. The handles are placed so that even one person can easi- ly carry a large cover. The locks, with one part fastened to the deck or skirt, prevent small children or animals from entering the swim spa. Do not drag the safety hard cover across the swim spa or decking. Fold the cover first, then lift by the handles. Standing on the hardcover could cause the tapered foam inserts to crack, which will lead to water absorption. NEVER LEAN OR STAND ON YOUR HARDCOVER. The cover should be cleaned at least twice a year with a vinyl moisturizer and protector. HYDROPOOL vm lr sjr�zK! CHANGING THE SWIM SPA WATER The water in your swim spa must be carefully monitored and drained regularly as required, depending on size and amount of use. Draining at least once annually is strongly recommended and offers the opportunity for inspection of jets and suction fitting covers. If your swim spa is used daily or by a large number of bathers, the water should be drained more often. One method to determine the approximate length of time between water changes is to divide the water volume (in litres) of you swim spa by 13.5 and then devide by the average number of bathers each day. Formula ( -13.5)-( )=( ) Volume of water Average daily Days in litres bathers between water changes EXAMPLE: 1000 liters divided by 13.5 divided by 2 = 37 days. The swim spa water must be changed when the amount of dissolved solids becomes excessive, and is usually indicated by "gray" or dull looking water. DRAINING YOUR SWIM SPA REFER TO FIGURE 1 & FIGURE 2 1 Locate nearest drain facility (Check your local bylaws). 2 Put the hot tub control system into STANDBY/DRAIN ASSIST mode. The system will automatically exit Standby Mode after 1 hour and resume normal operating functions. 3 Remove the skimmer basket so that the hole beneath it is accessible, and insert the #10 rubber expansion plug provided. 4 Attach garden hose to hose bib located on plumbing line beside the hot tub control system. 5 Run garden hose to drain location. 6 Open hose bib. 7 Close filtration pump return gate valve next to the hose bib (this directs the water out the drain hose). 8 Activate the circ pump. 9 Monitor the swim spa while it drains. 10 Use the second garden hose to wash down interior sur- face as the swim spa continues to drain. A sponge may also be used to wipe down the interior surface. 39 11 To completely flush the old water from the plumbing lines: allow fresh water to fill into the foot -well area while the old water continues to be pumped out. Always keep at least 10cm (4 in.) of water in the foot -well so that pump 1 re- mains primed. 12 When the water from the drain hose turns clear (indicating fresh fill water), flush is complete. 13 Turn OFF the filtration pump. 14 Close the drain -hose bib on the swim spa plumbing line and continue filling swim spa with fresh water. 15 Place cover on swim spa (to avoid splash -out). 16 Open filtration pump return gate valve. 17 Press any button on the topside control panel (other than the pump 1 button) to take the system out of STANDBY/ DRAIN ASSIST mode. Filtration pump and the heater will activate to circulate and heat the water while filling contin- ues. This also reduces the possibility of an airlock occur- ring. 18 Continue adding fresh fill water until level is approximately 19mm (3/4 in.) from the top of the skimmer opening. 19 Once fill is complete, remove the #10 rubber expansion plug from the bottom of the skimmer housing.* 20 If the filter housing was opened to replace the cartridge filter, it will be necessary to release trapped air from the filter housing by carefully loosening the small black air vent/bleeder valve located on the top of the filter housing. When water begins to escape close the air vent valve. 21 In the unlikely event of a pump air lock (pump 1 is operat- ing but there is no water movement from the jets), refer to section PUMP PRIMING/RELEASING AN AIR LOCK * It may be necessary to put system into STANDBY/ DRAIN ASSIST* mode in order to remove plug. FIGURE 1 FIGURE 2 WATER SOFTENERS Never fill a swim spa with water from a water softener, as it could adversely effect the water chemistry, making it difficult to maintain proper water balance. If you live in an area with hard or soft water, give careful attention to your Calcium Hardness level. Topping up with soft water is acceptable. HYDROPOOL FILTER CARTRIDGE CHEMICAL FEEDER OZONATOR SKIMMER/PRE-FILTER FLOOR VACUUM THE SELF-CLEANING MODE INDICATOR PUMP This worry -free indicator is located on the topside control display. The display will indicate "SCLn" on the display ensur- ing that the Self -Clean and Eco Heat Systems are both functioning and reassuring you of your family's safety and pro- tection. 40 HYDROPOOL vm lr sjr�zK! CABINET WING -LOCKS The high quality wing -locks provided on your Hydropool Swim Spa cabinet not only firmly secure the equipment ac- cess panel, they also serve as convenient handles for re- moval and replacement. In order to maintain optimum per- formance and extended life, Hydropool recommends lubri- cating twice annually with a silicone based lubricant. RECOMMENDED PRODUCT: Super -Lube silicone based lubricant (or equivalent) available at major retailers. CAUTION: Do not use a petroleum based lubricant, as this will cause premature dete- rioration of the lock seal. LUBRICATION POINT PROTECTING YOUR CABINET WOOD FINISH Some HYDROPOOL swim spa cabinets are made from Western red cedar and are factory stained. Once stained, cedar weathers well, and with proper care will maintain its beauty for many years. In order to maintain the translucent finish and to enhance the wood grain beauty staining must be performed on a regular basis. These protective finishes stabilize the wood grain and build a durable, breathable water-repellent barrier between the wood surface and the elements. These products are available from your local building supply center.. 41 HYDROPOOL vm lr sjr�zK! WINTERIZING YOUR HYDROPOOL SWIM SPA In the event that you do not wish to use your swim spa year-round, it is very important that you properly winterize to protect against damage from freezing. Your Hydropool retailer can perform this service for a nominal fee. If you choose to winterize your swim spa yourself, please follow the directions outlined below: • Drain the swim spa entirely see section - DRAINING YOUR SWIM SPA • Remove and clean the cartridge filter element see section - CARTRIDGE FILTER • Using a wet/dry utility vacuum, remove remaining water from the jet openings, filter cartridge housing, and footwell. • Either pour or use a turkey -baster where necessary to add potable biodegradable RV antifreeze to areas such as pump wet end, jet channels, filter housing, blower channels. DO NOT USE AUTOMOTIVE ANTIFREEZE. • Important: mixing potable biodegradable RV antifreeze with water significantly reduces its ability to protect against freezing. Therefore, it is very important ALL water is removed from the swim spa plumbing before adding. • Add potable RV antifreeze to the holes in the bottom suction/drain to prevent any trapped water in the false floor from freezing and damaging the swim spa shell. • Turn pump on for only a few seconds to circulate the antifreeze. • Unthread and disconnect all unions in the support equipment area. Remove lowest winter drain plug on pump face plate. Repeat for all pumps, where applicable. • Cover exposed plumbing connections with plastic bags and duct tape. • Where practical, disconnect swim spa support equipment and store in a dry heated area. • Install the safety hardcover, and cover the entire swim spa with a tarp to prevent premature weathering of the cabi- net and the safety hard cover. • Remove snow build up regularly to prevent damage to the safety hard cover. • It is assumed that your Hydropool swim spa has been properly installed on a reinforced concrete pad to eliminate lifting of the swim spa due to hydrostatic ground water pressure. NOTE: When winterizing your swim spa, make sure that the swim spa is fully covered to ensure that the acrylic is not damaged from expose to the sun and to prevent any snow or debris from entering into the swim tank. When empty, ensure that the shell is properly supported with cross members and that the solid state or backfillable frame system is locked in place. Ensure the supporting wall and lip anchors are locked down properly as they will no longer have the additional load of the weight of the water impacting them. If you are not 100% confident that your swim spa is properly winterized, please consult your authorized HYDROPOOL Swim Spa Retailer. Caution recommends that an author- ized Hydropool Retailer winterize your swim spa in the initial year. Damage as a result of freezing is not covered by the warranty. nrnin Plug 42 HYDROPOOL GENERAL TROUBLESHOOTING CONTINUED WHAT TO DO IN THE EVENT OF... ...POWER FLUCTUATIONS The power supply into your home is, for the most part, fairly consistent. However, when local power demand is high, there is a tendency for the voltage entering your home to drop (sometimes significantly) or fluctuate. This condition is referred to as a `brown -out'. Although safeguards have been built into the system to protect against this condition, supply voltage may drop low enough, if even for a second, to cause the system to display a `ghost' message. Should this occur or if the display shows partial messages, try resetting the system by turning power to the swim spa, waiting a few minutes, then turning power on again. If this does not reset the system, contact your local Hydropool retailer or service organization. ...POWER FAILURE OR SYSTEM FAULT DURING COLD WEATHER CONDITIONS If your control system will not reset, (ie. GFCI trips) or if your pump will not circulate for any other reason, place a low wattage space heater under the cabinet in the equipment area. This will delay the risk of freezing while a service ap- pointment is scheduled. Always follow the manufacturers instruc- tions when locating and placing a porta- ble electric space heater into service. Ensure that safe clearance to combus- tible surfaces is maintained. Do not leave unattended. NOTES: 43 for fflfike4iansch 10,775 Penlins,ular Ave. Cupertino, CA 95014 Project # 16-207 July 21, 2016 (�°Lr b 0 r) C 46956 ►Er 4*-30-I'l RC Consulti19 ng Engineers, Inc ..tur,al Analysis & Design F�EVHEWED FOR CODE CONA[I[AANCE Rev�ewed Byd��)�'IUG'lg Devdes DatE�� 07/�:18/16 RC Consulting Engineers, MO. Slit of StruCtUral Analysis & Design Data 7007 Realm Drive, #B-3 Pe11t14f1v,;v1 x 6� tv QPra'ecw ...... ..... ... San an Jose, CA 95119 OLAve - �61 11 �By: RC11�111 L W1408-229-8155 fax 408-229-8157 e -mad rcengi,@aol.com PROJECT DESCRIPTION: construction DESIGN CRITERIA: 2013 CALIFORNIA BUILDING CODE (C.B C.) R= ,5 BASIC WIND SPEED = 1,S BASIC ---- �1110 mph Exposure SOILS REPORT: NOTAPPLICABLE Client elected to use minimum 'code design parameters per Table 1806A.2 and of the California B011ding Code, Therefore, the homeowner assumes full responsibility for the adequacy fCrr these design assumptions. PGA = 0.5 ASCE 7-10 rigs. 22-7 thrCUgh 22-11 Site Class I) Fpga = I I) Site Coefficient from Table 11,13-1 PGAm = Fp ga x PGA = 0.5 CONST Concrete MATERIALS: Footings: Fooling Lumber 2"-4" thick DF No.2 Fb=875xCfpsi 2"-6" wide Roof Joist) OF No.2 FB:=B75xCfpsi Ceiling J6st Beam/Post Plywood 4x DF No,2 Fb = 875 psi Or No.2 Fc = 1300 psi (3x DF No.1 Fb = 1350 psi DF NoA Fc = 1000 psi sill DF PreSSUre Treated Gludam Beam DFIDF Simple Span 24F -V4 DF/DF Carifilever 24F -V8 Pafallam(PSL) 2.0E(ner-292) TrUS Joist MacMillan Micro-Lam(ML) 1.8E Trus Joist MacUltan 112" C DX 32/16 at Roof 384` TCG CDX 48124 a[ How V, CUI�IEI�l 11140 ROOFS: Roofing = U JiWH�dillg [,')e�)par fiirient �psf 112 in. Plywood Sheathing = —M 1.5 l3EVH.-Wl.D FOR COM.. CONA[I[JANO- Reviewed Byd��)�'IUG'lg Devles DatE- :11 07/�18/16 ASP= T, 50 0 psf ASP = RC Consulting Engineers, inc. Project: Sht. Of Structural Analysis 8: Design crate: 7007 Reatm Drive, #13-3 Pro ec San ,lase, CA 95119 B : RC tel 408-229-8 t 55 fax 408-229-81 57 e-mail rcengr@aol.com Framing 3. r Insulation _: 0,0 Ceiling Msc. = t.0 CUI�IEI�I 11140 1I°°I° Iii III Iii in I1'° III rfi rm t REVHl.Wl.D FOR COM.. CONA[I[JANO- Revie ed l ydIC:) I'ILIG'Ig Devles t tEg: 07l�18/16 Total: 94.0 pst Beamsfheaders 1.0 ... G5.0 psf Typ. Floor Deck FLOORS: Finish Fluor = 7 psf 00 psf 3/4 in Plywood Sheathing = 0 0 00 Framing = ... f7.0 Ceiling = 0.0- 0.0 Insulation = 0.0 0.0 Misc. = 0.0 0 0 Total: 0.0 psf 0.0 psf Bearnslheaders = 0 0 I .0 0 ....... 0.0 psf 0.0 psf WALLS: EXT. Stucco D.0 Plywood 0:0 Studs 0.0 Cypboard 0.0 Misc. 9.4} psf Total: 0.0 psf INT. Studs 0. 0 psf Cypboard 41.0 Misc. 00 Total: 0.0 psf CUI�IEI�I 11140 1I°°I° Iii III Iii in I1'° III rfi rm t REVHl.Wl.D FOR COM.. CONA[I[JANO- Revie ed l ydIC:) I'ILIG'Ig Devles t tEg: 07l�18/16 RIC Consulfing Engineers, hc, Projeft S ht, Of Structural Analysis & Design Date: 7007 Realrn Drive, #B-3 Project# San Jose, CA 95119 RC tel 408-229-8155 fax 408-229-81.57 ..By: e-mail rcenglr@aol.com LIVE LOAM40 Ipsf flawliveload 20" �psf roof live load SE$SMIC per 2013 C.B.C. : Formula 12,8- 1& , V = Se, * I / R x VV We T,=[ '7'4'� 2 ]fig 22-12) S, 0-'1I1s 0.476� O = Ct d (Hn)A3/4 0.1289 frequency= 7,13 s Table 1,5-2 le SDS �T 1.328 Ct OM Table 12.2-1 R = 1.5 Hn = 12 0 'ft. Design Category D 1 V= 0.885 x W I x 01V x W= 0.620 x W <===USE Formula 12.8-3 1'<TL, V = SDI II(R*T) xW (NOT TO EXCEED THIS DESIGN BASE SHEAR) V= 3.857 x W 1 xO.7V x Wm 2.700 X W Form ufa 12.8-5 V = 0 01 x W (NOT LESS THAN THIS DESIGN BASE SHEAR) V= 4* SDs*le x W I xO.7V x W= 0,041 x W Formula 12.8-6: V = 0.5 *S1 * I I R x (NOT LESS THAN THIS DESIGN BASE SHEAR for S1,0.61J) S1= 0,746 O.6, this is applicable V = 0.249 x W I x0r 7V x W= 0.174 x W CUI�'El�l 11140 1°°113UHdhing 13eIII artiiinent REWEMED FOR CODE CONA[I[JANCE Revuewed Byd:)�'WG'lg Devles :11 07/�:18/16 DatE- RC ConSUIting Engineers, inc, Project: 0.00 0.00 S ht, 0.00 Structural Analyse & Design 0100 O.OD Clare: 0.00 7007 Realm Drive, #B-3 Y Project# ............. 000 Sari Jose, CA 95119 0M 0 00 111�- � By: RC . ...... tel 4O8-229-8'155 fax 408-229-8157 roof area X*Y 297.00 0,00 OM ... . ...... .. e-mail rcengr@acl.com 0.00 0.00 OM ... . .......... . .... .............. 0:00 0100 AREAS TO CALCULATE B JILDING WEIGHTS: 29�7.00 area = diaphragm areas - see key plans 000 0,00 N BUILDING PARAMETERS - 0.00 - ---- -- Roof X Y Total Ridge Height 0.00, 1 Mo ength (0) = 1G U0 Y (ft) Diaphragm wall height nl) = 9 6- 13.5 North AREA E 0.00 0..00 of ht abv. top plate 0.00 0100 Floor/ Low roof Ycen 8,25 0.00 0.00 0.00 length (ft) L) 9 Fjirst floor helghl 0.00 0.00 wall height (fry =t. 0 t� 00 1 -0 0-0- 000 0.00 0 ft at floor/ low roof indicates one story 00 L --X (ft) condition only 0 " ' 0 ' 0 Ext ROOF Area 1 2 3 4 5 6 7 8 9 10 X18 00 0.00 0.00 9.00 0.00 0.00� 0100 O.OD 0,00 0.00 Y 0.00 ... ... ... . ..... .... ... ............. 000 0M 0 00 111�- � 0 --.O.:.o. ---- ----- ------- . ...... 9,00 roof area X*Y 297.00 0,00 OM ... . ...... .. 000 0.00 0.00 OM ... . .......... . .... .............. 0:00 0100 0,00 29�7.00 Xsk 000 0,00 000 om� .. . ..... ... . 000 - 0.00 - ---- -- Ys 0.00, 1 Mo 0.00 0,00 U0 .1 0,00 Xcen 900 0.00 0.00 0.00 0.00 0.00 0..00 000 0.00 0100 Ycen 8,25 0.00 0.00 0.00 0.00 0.00 100 0,00 0.00 0.00 Wall t� 00 1 -0 0-0- 000 0.00 0 00 00 L U-00 00 0 " ' 0 ' 0 Ext 000 0 . . ........ a -.P0 JM() 000 000 0.00 exterior wall area area, 0,00 0,00 0,00 OM 0.00 000 0,00 000 0,00 0.00 0.00 Int 0 0 9,99 am 0 00 0.00 inter jor watt area area 0.00 . . 0,00 . ................ .. .. .. . . 0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 W 0 0 0 0 V . .. . . ................ L.0,00 0 --- ------ a, 0 --a 0 00 .. . ....... .. . . . .......... ... - 0 -- ------ . .... ... 0 0 E 0 0 0 0 0 .. . .... ..... ........... 0 . ..................... ...... . .. .. ... . .. .... 0 - 0 0 0 0 0 0 . ... . ........................ ....... .......... . ------- 0 - - - 0 0 ... ............ ........ 0 ---0--111 S 0 00 . ..... . .. ...... .. ........... -- -------- - .. .. 0 . . ..... ....... . . ..... ------ -- 0 0 . . . ... .. . ............. ..... -- ------� 1111. N 0 - -- --- - O� -.0 0� ...... ..... ... a . . - . . . ....... 0 q'-- 9 0 0 0 01 0 0 a 11 0 0 CUI�IEIII 11140 1°°113Iii III Ill ing 13eIII arfiinent REVHl.M.D FOR l CONA[I[JANC- Revlewed l3yd: )II,.W1011.l ICDevIes DatEg: 07/�:18/16 Roof= 2,761 = 9.30, psf 1 297.00 1 CUI�'B�l 11140 I°°'113Iii III Iii ing 13eIII arfiinent REVHMI.D FOR COM.. CONA[I[JANO- Reviewed l3yd��)�'IUG'lg Devles :7/�18/ :1 6 DatE_11 0 RC Consulting Engineers, Inc, Project Sht. Of Structural Analysis & Design 1) ate: 7007 Realrn Drive, #13-3 Pre ect# San Jose, CA 95119 RC tel 408-229-8155 fax 40'8-,229-8157 .2y: e-mail rcengr@aol.com BUILMNG WEIGHM AREA 1 psf Area (ft'2) W roof 15.0 x 297.00 = 4455 lbs extwafls 0.0 x 000 0 in[ walls = 0.0 x D 00 0 0.0 x 0 = a sub -1 4,455 TOT 4,455 lbs, V base shear 0.620 x 4,455 2,761 lbs. Roof= 2,761 = 9.30, psf 1 297.00 1 CUI�'B�l 11140 I°°'113Iii III Iii ing 13eIII arfiinent REVHMI.D FOR COM.. CONA[I[JANO- Reviewed l3yd��)�'IUG'lg Devles :7/�18/ :1 6 DatE_11 0 M 1.0 jwUSGS Desig�n, Maps Summary Report User— Sp�ecified Input Building Code Reference Document ASCE 7-10 Standard (V'trtiC,.t'j L'S("S Jotaavalai:)Re In �100B� Site ordinates 37,334611N, 122a063511W Site Soil Classification Site Oass D - "Stiff SA" Risk Caitegory I/E/111 13 k Pelf (f USGS—Provi:ded Output s= 1.991 g SMS = 1,99 1, g S,,,: = 1-328 g S, = 0.746 g SMI = IA19 g SDI = 0.746 g For inforn-iation on how the SS and S1 vahje5-, above have been uflciflated fronn probabilistic (risk -targeted) and deterrninisdc grolinid motions 61Y the direction of maximU111 1101-iZointal response, piease return to the apphcatlon and select the "2009 NEHRP" bnilding code reference C10CL1rnen1:. �MCER Response Spectrum 2 20... 100 L90 LGO 1,40 U M 1 00 so 0 co 0.40 0.;20 0.00 0.20 O.40 0,64. 0.90 1.00 1.20 11.40 LGO IM 2,C10 Period, T (sec) 1. acs 1.2r I..1, 0 1201 9.2 O 14 ....... ..... 1------ -V 1001 0. 210 0.40 61.00 (J. 20 1.00 1 20 1 4 c) 1. GO 1,N 2. 00 Period, T (sec) For P(. -.',A,,, F, C,:,,, and C, vakies, pk2ase view the detailed report. AU oud, jri'ul k�—D pri,iJUC( 011` h(,, li.°'ia, ;'�i (,,'Y, Vve i)l C)" Iche rl,cj olar I �wty, Uf ar iwphccl, a"a Lo 1 he ,wc< a acy �)i I I c d,,(t cord ah�od 7k koV ur::i ,srOZUPERTINOa. (�, 1° l°° UHdhiig [:)elpartirnnot IiEVHEWED FUi CODE CONA[I[JANCE Revuewed a ydIC:)II'WGl°i ICDevles Dat:11 07/U18/16 E- W M. Description : rafter CO'DE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Prol Analysis Method: Allowable Stress Design Fb - Tension Load Combination ASCE 7-10 Fb - Compr Fc - Pril Wood Species Douglas Fir - Larch Fc - Perp Wood Grade No.2 Far Ft Beam Bracing Beam is Fully Braced against lateral -torsion buckling D(O 0 5), Lr(0.02) File= D=lcsARBORl ING. 1983-2015, Build:6.115.1 19, Vers 15.3 3, 900.0 psi E : Modulus of Elasticity 900,0 psi Ebend-xx 1, 600 0 ksi 1,350.0 psi Eminbend - xx 580.Oksi 625.0 psi 180.0 psi 57 5. 0 psi Density 32.210 pcf Repetitive Member Stress Increase D(0,031 1 rM OM Span = 4.0 ft Span = 6.50 h A plied Loads Sevier; loads entered. Load Factors will be applied for calculakins, Beam self weight calculated and added to loads ............... Load for Span Number 1 Point Load i D = 0,0150, Lr = 0.020 k @ 2.0 If Load for Span Number 2 Uniform Load : D = 0.0150, Lr = 0.020 ksf, Tributary Width = 2,0 ft PESIG-NISUMMARY -, Maximum Bending Stress Ratio 0.337 1 Maximum Shear Stress Ratio OA74 1 Section used for this span 2x6 Section used for this span 2x6 ftp : Actual = 567.08psi Il Actual 39.13 psi FIB .- Allowable = 1,681.88 psi Fv Allowable 225.00 psi Load Combination +D+Lr+H, LL Comb Run (*L; Load Combination +D+Lr+H, LL Comb Run (LL+ Location of maximum on span = 33 41 ft Location of maximum on span 4.000ft Span 4 where maximum occurs Span 4 2 Span #where maximum occurs Span 4 1 Maximum Deflection Max Downward Transient Deflection 0.049 in Ratio = 1'601 Max Upward Transient DeflecVon -0.095 in l 1008 Max Downward Total Deflection 0.081 in Ratio = 959 Max Upward Total Deflection -0.142 in Ratio = 6711 Maximum Forces & Stresses for Load Combinations --111 ....... ........ ...... Load Combination Max Stress Ratios . ............... Moment Values Shear Values Segment Length Span M V C d C FN C i C r C C t C L M fb F'b V fv F'v . . . ..... . ......... . . ... . ...... . . 0.00 0.00 0.00 100 Length = 4.01t 1 0,059 0.108 0.90 1.300 1.00 1.15 1.00 1,00 1.00 61,04 71.00' 1210.95 0.10 1755 162.00 Length = 6.50 ft 2 0.192 0.108 0.90 1.300 1,00 1.15 1.00 1.010 1.00 0,15 232.53 '1210.95 0.10 17,55 ll +D+L+H, 11 Comb Run (*L) 1 inn, 1 00 1.15 100 100 1.00 000 0.00 0.00 HO Length = 4.0 ft I OrO53 0 097 �.00 01 li� 0,04 71.03 134550 0.10 17.55 18000 Length = 6.50 f1 D97 1 2 0 173 0 .00 1 U 00 0.15 232.53 1345.50 0,10 17.55 18000 +l LL Comb Runn't 0,00 HD 0.00 000 13 EV l W I:D l°�Oli CODI.. CONA[I[JAll Reviewed l3yd:)�'ILO'1g Devles _ DatE:11 07818/16 Description : rafter Load Combination Max Stress Ratios Segment Length Span # M V Length = 4.0 ft 1 0.053 UP Length = 6.50 A 2 0.173 0.097 +D+L-FH, ILL Comb Run (LL) Length = 4,0 ft 1 0.053 0.097 Length = 6,50 It 2 0.173 0.097 +D+Lr+H, LL Comb Run (*L) Length = 4.0 fl: 1 0.042 0.169 Length = 6.50 ft 2 0.337 0.169 +ID+Lr+H, LL Comb Run (L*) Length m 4.0 ft 1 0.080 0.083 Length z 6+50 ft 2 0.121 0,083 +D+Lir+H, LL Comb Run (LL) Length = 4.0 fl. 1 0.080 0.174 Length = 6.50 ft 2 0,319 0.174 +D+S-41 Length = 4.0 ft 1 0.046 0.085 Length = 6.50 ft 2 0,150 0.085 +D+0.750Lir4O.750L+H, LL Comb Ri C r C 'I Length = 4.0 It 1 0,042 0,146 Length = 6.50 It 2 0.287 0,146 +D+0,750Lr+0,75OL+H, LL Comb Ri Fv 1,00 Length = 4.0 ft 1 0.071 0.082 Length = 6.50 ft 2 0.125 0,082 +D+O.75OLr+0 750L+H, LL Comb Ri 71,03 134550 Length = 4.0 ft 1 0.071 0.150 Length = 6.50 ft 2 0.274 0.150 +D+0.750L+0.750S+H, LL Comb RL 1.010 1.00 Length = 4.Oft 1 0.046 0.085 Length 7 6.50 ft 2 0.150 0,085 +D+O.750L+0.75OS+H, LL Comb RL 1300 Length = 4.0 ft 1 0.046 0,085 Length = 6.50 ft 2 0 150 0,085 +D+0,750L+0.750S+H, LL Comb RL 0.00 0,00 Length = 4.0 ft 1 0,046 0,085 Length = 6.50 ft 2 0.150 0.085 +D+0+60W+H 1.00 UO Length = 4,0 ft 1 0.033 0,061 Length = 6,50 ft 2 0.108 0.061 4D+0,70E+H 1.300 1.00 Length = 4.0 It 1 0.033 0.061 Length = 6+50 ft 2 0.108 0.061 +D+0,750Lr+0,750L+0A50VV+H, LL 0.10 17,55 Length = 4,0 ft 1 0.033 0.114 Length = 6,50 ft 2 0.225 0.114 +D+0,750Lr+0.75OL+OA50W+H, LL 1.00 Length = 4,0 ft 1 0,055 0.064 Length = 6,50 ft 2 0,098 0,064 +D+O.75OLr+O.75OL+0.45OW-4H, LL 100 1.15 Length = 4.O ft 1 0+055 0.117 Length = 6,50 ft 2 0.214 0.117 +D+0.750L+O,75OSA.45OVJ+H, LL 38,01 225.00 Length = 4.0 ft .1 0,033 0,061 Length = 6,50 ft 2 0,108 0,061 +D+0.76CL+0.7505+O.45OW+H, LL 0,36 567.08 Length = 4.0 ft 11 0,033 0,061 Length = 6.50 ft 2 0,108 0.001 +D+O.750Lq-0.75OS+0A5OW+H, LL 1.15 1.00 Length = 4.O ft 1 10-033 0.061 Length = 6.50 ft 2 0 108 0.061 �-D-�0.75OL-�0.75OSi4J.5250E+H', LL 0.00 1.25 flee+ REWEWED FOR CODE CONA['[JANCE Reviewed Byd)1'IUG'lg Devles DatE :11 07/�18/16 - vIle = u:enajc$vAKuUKK- I. UA ENERCALIC, INC, 1983-2015, BuIld:6.15.1,19, Vere 15.3.3 Moment Values Shear Values Cd C FIV C j C r C 'I C t C L fl) Fb v fv Fv 1,00 1,300 1,00 1.15 100 1.00 1.00 0.04 71,03 134550 010 17.55 180.00 1.00 1,300 1.00 1.15 1.010 1.00 1 .00 0.15 232-53 1345-50 0,10 17,55 18000 1300 1.00 1.15 1.00 1.00 1.00 0.00 0,00 0,00 0.00 1,00 1.300 1.00 1.1.5 1.00 1.00 UO 0.04 71.03 1345.50 010 17,55 180.00 1,00 1.300 1.00 1.15 1.00 1.00 1.00 0.15 232.53 134550 0.10 17,55 180.00 1.300 100 1.15 1.00 1,00 1.00 CA 0.00 0,00 0.00 125 1,300 100 1.15 1.00 1.00 1.00 0.04 71.03 1681.88 0,21 38,01 225.00 125 1,300 1.00 1.15 1.00 1.00 1.00 0,36 567.08 1681.88 021 38,01 225.00 1.300 1,010 1.15 1.00 1.00 1.00 0.00 CA 0,00 0.00 1.25 1,300 1.00 1.15 1.00 1.00 1.00 0,00 134.50 1681.88 0A0 18.67 225.00 1.25 1.300 1.00 1.15 1.00 1,00 1,00 013 203.85 1681.88 0,10 18.67 225.00 1.300 1.00 1.15 1.00 1,00 1,00 0.00 HID CIA 0.00 1.25 1.300 1.00 1.15 1.00 1.00 1,00 0,08 134.50 1681.88 0.22 39.13 225.00 1,26 1.300 1.00 1.15 1.00 1.00 1.00 0,34 536.69 1681.88 0.22 39.13 225.00 1.300 1.00 1.15 1.00 1.00 1.00 0.00 0.00 Ho 0.00 1.15 1.300 1.00 1A5 100 1.00 1.00 ON 71,03 1547.33 0.10 17.55 207,00 1.15 1.300 1.00 1.15 1,00 1.00 1.00 0A5 232,53 154733 0.10 17.55 207.00 1.300 1.00 1.15 1,00 1,00 1.00 0,00 0.00 0.00 0.00 1.25 1.300 1.00 1.15 lkg 1.00 1.00 0.04 71.03 1681,88 0.18 32.90 225,00 1,25 1.300 1.00 1.15 1.00 1,00 1.00 0.30 483.36 168188 018 32.90 225.00 1.300 1.00 1.15 1.00 100 1.00 0.00 0,00 0,00 0,00, 1,25 9.300 1.00 1.15 1.00 1.00 1.00 0.07 118.63 1681.88 0.10 1839 22500 1.25 1.300 1.00 1,15 1,00 1.00 1.00 0.13 210.84 168138 0.10 18.39 22500 1,300 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0,00 000 1,25 1,300 1.00 1.15 1.00 1.00 1.00 0.07 118.63 1681-88 0,19 3374 225.00 1,25 1,300 1.010 1.15 1.00 1.00 1.00 0.29 46065 1681-88 0A9 33,74 225,00 1,300 1.00 1.15 1.00 1.00 1.00 0.00 0.00 000 0.00 115 1,300 1.00 1.15 1.00 1.00 1,00 0.04 71.03 1547.33 0.10 17,55 207,00 1.15 1.300 1,00 1,15 1,00 1.00 1.00 0.15 232.53 154733 0.10 17.55 207.00 1.300 1.00 1.15 1.00 1.00 100 Un 0,00 0.010 0.00 1.15 1.300 1.00 1.15 1.00 1.00 100 0.04 71.03 1547,33 OAO 17,55 207.00 1.15 1.300 1.00 1.15 1.00 1.00 100 0.15 232.53 1547,33 0,10 17.55 207.00 1.300 1.00 1,15 1.00 1.00 1.00 0.00 000 0.00 0.00 1,15 1.300 1.00 1.15 1,00 1.00 1,00 004 71.03 1547.33 CAD 17.55 2017.00 1.15 1.300 1,00 1,15 1,00 1,00 1.00 0.15 232.53 1547.33 OAD 17.55 207.00 1.300 1.00 1,15 1,00 1,00 1.00 0.00 0.00 0,00 0.00 1.60 1.300 1.00 115 1,00 1,00 1,00 0.04 71.03 2152.80 0.10 17.55 288.00 1.60 1.300 1.00 115 100 1,00 UO 0.15 232.53 2152.80 0.10 1755 288.00 1.300 1.00 1.15 100 1,00 UO 0.00 Ho 0,00 0.00 1.60 1.300 100 1.15 1.00 1,00 1.00 0.04 71.03 2152.80 0.10 17.55 288,00 1.60 1,300 1.00 1.15 1.00 1,00 1.00 0.15 232.53 215280 0.10 17.55 288.00 1,300 1.00 1.15 1.00 1,00 1.00 0,00 0.00 0.00 HID 1.60 1.300 1.00 1.15 1.00 1.00 1.00 0,04 7103 215280 0.18 32.90 288,00 1.60 1.300 1.00 1.15 1.00 1.00 1.00 0,30 48336 215280 0.18 32.90 28100 1.300 1.00 1.15 1.00 1.00 1.00 0.00 0,00 Ho 0,00 1.60 1.300 1.00 1.15 1.00 1.00 1.00 0.07 118.63 2152.80 0,10 1839 288.00 1.60 1.300 1.00 1A5 1.00 1.00 1,00 0.13 210.84 2152,80 0.10 18,39 28800 1.300 1.00 1.15 1.00 1.00 1,00 HO 0.00 0,00 0,00 1.60 1.300 1.00 1.15 1.00 1.00 1.00 0.07 118-63 2152,80 0A9 33,74 28800 1.60 1.300 1.00 1.'15 1.00 1.00 1.00 0.2'9 460-65 215230 019 3334 28800 1.300 1.00 1,15 1.00 1.00 1.00 OA 0,00 0,00 0.00 1.60 1.300 1.00 1.15 1,00 1.00 1.010 004 71,03 2152,80 0.10 17,55 288,00 1.60 1.300 1.00 115 1,00 100 1.00 0.15 23253 2152,80 0.10 1755 288.00 1.300 1.00 1.15 1.00 1.00 1.00 0,00 UO 0.010, 0.00 1,60 1,300 100 115 1.00 1.00 1.00 ON 71.03 2152,80 0,10 17,55 288.00 1.60 1.300 1.00 1,15 1.N 1.00 UO 0,15 23253 2152,00 0.10 17.55 288.00 " 5 1 .00 1.00 100 0.00 000 0.100 0,00 160 0 lfUPEI��-'7114. 0.04 71 .03 2152.80 0.10 17.55 288,00 1,60 BE 0 1 0 01 00 1.0 0.15 232.53 2152.80 0.10 17,55 28HO 0.00 000 0,00 HO REWEWED FOR CODE CONA['[JANCE Reviewed Byd)1'IUG'lg Devles DatE :11 07/�18/16 - / Wood Beam File Description rafter Load Combination Max Stress RatiosMoment Values Shear Values Segment Length Span # -M----V- Cd Cov Ci Cr Cm C CL V fV Fv Length = 6,50 It 2 0 108 0.061 160 1 300 1 00 1.15 100 1,00 1 00 0 15 232,53 2152.80 0.10 17.55 288.00 Length = 6.50 ft 2 0.10B 0.061 1 60 1300 1,00 115 1.00 1.00 1 00 0.15 232.53 2152S0 0.10 17.55 288.00 Length = 4,0 ft 1 U20 H37 160 1300 1.00 1,15 1.00 1.00 1.00 0.03 42.62 215280 0.06 10,53 288.00 Length = 6.50 ft 2 0,065 0037 1.60 1300 1.00 1.15 U0 1.00 U0 0.09 139.52 2152480 0.06 10-53 28HO 460D+0.70E+H0H 1300 1.00 1,15 1.00 100 1.00 000 O 00 D-00 0 Go Length = 6.50 It 2 H65 0037 1.60 1.300 1A 1.15 1.00 100 1,00 009 139.52 2152.80 006 10-53 28&00 Overall MaximumDeflections Load Combination Span Max . ... .. Defi Location in Span Load Combination Max. '+' Defl Location in Span Vertical ReacbousS«pPodnotation Far left is #1 Values mKIPS Load Combination Support Support 2 Support Overall MAXimurn 0.289 0.227 &vera||M|Nimum 0.026 -(L006 ~o^* 0,133 0oe7 +o+L+H.LLComb Run (t), 0133 HSr ~o~l+H.LLComb Run (c1 0J33 0D97 ~u~L+x.LLComb Run (LL) 0.133 H97 ~o~Lr~u.|LComb Run ('L) 0.263 0227 +U~Lp-H.0Comb Run <L1 V159 uoeo ~B+Lr*.ILL Comb Run (LL) 0289 0.220 ~n~n+H 0,133 0.097 ~B~oJ50Lr+V.o0L+H,ILL Comb Run (- 0230 0.194 ^D~o.r60L,~0.76OL+H'ILL Comb Run (L 0152 0.092 ^D~VJ5VLr~O/60L+x.LLComb Run (L 0,250 0.189 °Uer5VL~VJ60S+H.LLComb Run ¢ 0133 0.087 ~D^V.r50L~o.75oS+H.LLComb Run (L' 0.133 0.087 ~D"0./5OL4,0rS0S^o.LLComb Run (U 0.133 0.097 +D460W+H 0.133 0.097 ~U+0,70E~H CA 33 049/ ^8~0JoOL/'V/sOL~Vv5oW+H.LLCorr 0230 0.1*4 ~n*/mL~w760L~0.450ww.LL Corr 0152 ooez +D+0}50L/+0/60L~0xo8w^H^LLCorr 0.250 0189 +D+0760L+8.750S~0.458w'H'LLWm| 0A3 U97 +D+0J50L~8JSO8~O.458W'H.ILL Cvml 0/33 0,087 ~D+8J50L+0J388~845pm~H.LLCom/ 0.133 008/ +D+8750L+0J50G^0.8250s~H LL Corr 0.133 0.097 +D+0/50L+07S88~8.5I50E~H.LLCorr 0,133 0.087 +D+O/50L+O.rxO8~0.S2o0E~V.LLCorr 0133 0.087 +0.60D+0.00W+H0H H80 0.058 +0.60D+0/OE~8.60K DV80 0.058 D0nly O133 0.087 LrOnly, LLComb Run (1) O13O 0.130 L,Only, uComb Run (L7 0,028 '0.006 L,Only, LLComb Run (LL) 0166 0.124 LOnly, LLCom*Run (1Q L0n|y.LLComb Run (L*) LOnly, LLComb Run, (L4 ��8U�� S0o� ~=~°^ ~~^~^~~~~� WOnh | | | | 1�113U�U&ing [)e�paxfirrient REV|EVVEDF0R CODE8O&4PL|ANCE ReaievvedByd��o�'IUG'lg DBWlBs Date1 O�201G u" " I () He = WcalcsMBORK-1,EU Wood Beam 13 ENERCALO, INC. 1983-2015, Bulld:6,151 19, Ver:6.15.3 3 nlu Description : rafter Vertical Reactions Support notation, : Far left is #1 Values in KIPS . . .......... ...... . . ........ Load Combination Support I Support 2 Support 3 E Only __........_.m..........._. H Only CUI�'ElIl 11140 1�113UHdhng 13eIII arfiinent REVHEMED FOR CODE CONA['[JANCE Revlewed u :IC:)II,.IUG'l ICDevles DatEg: 07/V:18/16 WBeam ood 0.221 : 1 602 File= D:talcMARBORK-1 EC6 6x12 756.47 psi ENS913m, ENERCALC,lNC 1983-2015,BLiild�6,15l�19,Ver:6�15,3,3 ME X60 -Mm", Description Ridge Bm Fv: Allowable 181.25 psi +D+Lr+H CODE REFERENCES +D+Lr+H 8.000ft Location of maximum on span Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 Span # I Span #where maximum occurs Span # 1 Load Combination Set: ASCE 7-10 902 1.000 0.000 in Ratio = Materiall Properties 1,00 1.00 0.391 in Ratio = 491 Analysis Method: Allowabe Stress Design Fb - Tension 1,200.0 psi E: ft odufus of Flasticity Load Combinatbn ASC E 7-10 Fb - Cornpr 11200.0 psi Ebend-xx 1,300-Oksl Length =16.0 it 1 Fc - PrO 1,050.0 psi Eminbend - xx 470.Oksi Wood Species :Redwood Fc - Perp 650.0 psi 1,00 1.00 Wood Grade No. 1 Fv 14 5. 0 psi Ft 800.0 psi Density 25,770pcf Beam Bracing Beam is Fully Braced against lateral -torsion buckling LengtOLr+0.h = 11675 .0 ft 1 Repetitive Member Stress Increase Q(0.0975) Lr(0.13) Span = 16 0 ft ARP.lied Loads Service loads entered. Load Factors will be appy lied for calculatirms Beam self weight calculated and added to loads Uniform Load : D = 0.01501, Lr = 5,020 ksf, Tributary Width = 6,50 ft Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span 4 where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0,A311 1 Maximum Shear Stress Ratio 0.221 : 1 602 Section used for this span 6x12 756.47 psi fv: Actual 40.02 psi 1,725.00psi Fv: Allowable 181.25 psi +D+Lr+H Load Combination +D+Lr+H 8.000ft Location of maximum on span 15,066 ft Span # I Span #where maximum occurs Span # 1 0.213 in Ratio = 902 1.000 0.000 in Ratio = 0 <360 1,00 1.00 0.391 in Ratio = 491 0.000 in Ratio= 0 <240 1,000 Maximum Forces & Stresses for Load Combinations Load combination I Max'stress Ratios Segment Length Span # M V C d C FIV C i Cr C m C t C L +D+H Moment Values M fb Length = 16.0 ft 1 0.278 0.140 090 1,000 1,00 1,15 1,00 1.00 100 348 +D+L+H 1.0010 1,00 1,15 1.00 1,00 1,00 Length =16.0 ft 1 0.250 0.126 1.00 1.000 1,00 1.15 1.00 1,00 1.00 3.48 +D+Lr+H 1,000 1,00 1.15 1,00 100 1.00 Length =16.0 it 1 0A39 0.221 1.25 1,000 1,00 1,15 1,00 1,00 1.00 7.64 +D+S4i 1000 1 a 1,15 1,00 1,00 100 LengtOLr+0.h = 11675 .0 ft 1 0.217 0.109 1,15 0 3.48 +D+0,75 0L+Hl 0 1, U 14 Length = '16.0 ft +D+0.750L+0.750S+H 0.379 0.191 1.25 OOH, 00 0111 1 �j l3EVHl.WiED i°�OR CODE CU\A[I[JANOE Revlewed l3yd:9�'ILO'Ig Devles DatEg: 07/i18/16 000 344.69 1242.00 0.00 344.69 1380,00 HO 756.47 1725.00 0.00 344.69 1587.00 0.00 653.53 1725.00 0.00 Shear Values fv Fv ........ . ... - HO 0.00 18.23 130.50 0.00 0.00 18.23 145.00 0.00 0.00 40.02 '18125 0.00 HO 18.23 16675 000 coo 3457 181.25 000 0,010 / 1 1 J h eef, File = DAcalcs'ARBORK-1.1EG6 ENERCALC, INC, 1983-2015, Build:6.115,119, Ver:6,15.3.3 Description : Ridge, Bm Load Combination Max Stress Ratios Moment Values Shear Values Segment Length span # M V Cd C F[V C i Cr C ul C t C L M fb F'b V fv Fv Length = 16.0 ft 1 0,217 m 0.109 1.15 1,000 1.00 1.15 100 100 1,00 3.48 ------------------ 344.69 1587.00 0.77 18.23 166,75 +D+0,60W+H 1.000 1.00 1.15 1.00 1,00 1,00 0.00 0.00 0.00 0,00 Length =16.0 ft 1 0,156 0.079 1.60 1.000 1.010 1.15 1.00 1.00 1,00 3.48 34469 2208.00 0.77 18.23 23200 +DAY0E+H 1.000 100 1.15 1.00 1+00 1,00 0.00 0.00 0.00 0,00 Length = 16.0 1 1 0,156 0.079 1.60 1,000 1.00 1.15 1.00 1,00 1.00 348 344.69 2208A 0.77 18.23 232.00 +D+0.750Lr+0.750L+0.450W+H 1'.000 1.00 1.15 1.00 1,00 1.00 0.00 0.00 0.00 0,00 Length =16.0 ft 1 0,296 0,149 1.60 1,000 1,00 1.15 1.00 1.00 1,00 6,60 653.53 2208.00 1.46 34:57 232,00 +D +0, 75 0 L +0. 7 5 0 S +0. 4 5 GW+H 1.000 1.00 1.15 1.00 1,00 1,00 0.00 0.00 Ho 0,00 Length =16.0 ft 1 0,156 0.079 1.60 1.000 1.00 1.15 100 1.00 1,00 348 344.69 2208.00 0.77 18,23 2'32,00 +D+0.750L+0J505+0.5250E+H 1.000 1.00 1,15 1.00 1.00 1,00 Ho 0.00 0.00 0.00 Length = 16.0 ft 1 0,156 0.079 1,60 1,000 1.00 1.15 1.00 1.00 1.00 3.48 344,69 22080 0,77 '18.23 232.00 460460WA.60H 1.000 1,00 1.15 1,00 1.00 1.00 0,00 0,00 0.00 0.00 Length 16.0 ft 1 0.094 0.047 1.60 1,000 1,00 1.15 1.00 1.00 1.00 2.09 206-81 2208,00 0,46 10.94 232.00 +0+60D+0,70E-+-0.60H 1,000 1,00 115 1160 1 on 100 Ho 0,00 0,00 HID Length 16,0 ft 1 0.094 0.047 1.60 1.000 1,00 1,15 1.00 100 1.00 2.09 206.81 2208-00 0+46 10.94 232.00 Overall MaxiMUnn Deflections ................... ... Load Combination Span . . . . .. . . .... ... ........... . ................................ Max. -" Def . . . ..... . ..... . Location in Span Load Combination Max. 'Y' Defl Location In Span +D+Lr+H 1 0.3909 8.058 0.0900 0,000 Vertical Reactions Support notation Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimuni 1.911 1.911 Overall MINinnurn 0.522 0.522 +D+H 0r871 0.871 +D+L+H 0.871 0.871 +D+Lr+H 1,911 1.911 +D+S+H H71 0.871 +D+0.750Lr+0.750L+H 1,651 1.651 +D+0.750L+0,7505+H 0.871 0.871 +D+O 60W+H 0.871 0.871 +D+0.70E+H 0.871 0,871 +D+0.750Lr+0.750L+0.450W+H 1.651 1.651 +D+0.750l-+0.7505+0A501,✓~!+H 0.871 0.871 +D+0.750L+0.750545250E+H 0.871 0.871 +0 60D+0.6GW+H0H 0.522 0.522 +0,60D+0.70E+0,60H 0.522 0,522 D Only 0.871 0,871 Lr Only 1.040 1,040 L Only S Only W Only E Only H Only CUI'ElIl 11140 1I'°°'113UHdiing 13elpartiiinent [�EVHEWED FUi CODE CONA['[JANCE Reviewed Byd:)�'IUG'lg Devles DatE :11 07/U18/16 - e .... ... ... ...... . . . ............ . . . . ............. - . ..... . ... He = Dalcs�ARBOR6 K-1,EC C6 Wood Beam ENERCALO, INC [WE 001108�mzmn- =i,- - 61-1211 Description : Dave beam 0,580 1 Maximum Shear Stress Ratio 0,292 : 1 Section used for this span 6x12 CODE REFERENCES 6x12 .. . ......... . ..... . 1,0170.37 psi fv : Actual Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 FB : Allowable 1,725.00psi Fv: Allowable 181.25 psi Load Combination Set: ASCE 7-10 +D+Lr+H Load Combination +D+Lr+H Location of maximum on span Material Properties Location of maximum on span 15.066 h Span # where maximum occurs .... ....... Analysis Method: Allowable Stress Design Fb - Tension 1,200,0 psi E: Modulus of Elasticity Load Combination ASCE 7-10 Fb - Compr 1,200 0 psi Ebend-xx 1,300.Oksi Max Upward Transient Deflection Fc - Prll 1,050.0 psi Emmbend - xx 470.Oksi Wood Species :Redwood Fc - Pero 650.0 psi 0.000 in Ratio := Wood Grade No. 1 Fv HO 145.0 psi 1.000 1.00 Ft 1,00 iru 80 0. 0 psi Density 25.770 pcf Beam Bracing Beam is Fully Braced against lateral -torsion buckling 0.143 1.15' Repetitive Member Stress increase D(O 1305) Lr(Q 174) Span = 16.O ft. Aj2p .jed Loads SeivIce Ioads, enteied. Load 1�actors will be applied Ior calculations. Beam self weight calculated and added to loads Uniform Load: D = 0.0150, Lr z 0.020 ksf, Tributary Width = 8,70 It iximum Bending Stress Ratio 0,580 1 Maximum Shear Stress Ratio 0,292 : 1 Section used for this span 6x12 Section used for this span 6x12 fle : Actual = 1,0170.37 psi fv : Actual 52.92 psi FB : Allowable 1,725.00psi Fv: Allowable 181.25 psi Load Combination +D+Lr+H Load Combination +D+Lr+H Location of maximum on span 8,0006 Location of maximum on span 15.066 h Span # where maximum occurs Span # 1 Span #where maximum occurs Span # 1 Maximum Deflection 2.23 52.92 181.25 Max Downward Transient Deflection 0.285 in Ratio = 674 1,00 1,00 Max Upward Transient Deflection 0.000 in Ratio = 0 <360 0,292 Max Downward Total Deflection 0.517 in Ratio = ".37 1 1.15 100 Max Upward Total Deflection 0.000 in Ratio := 0 <240 181.25 Maximurn Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Moment Vaiue-s- Segment Length Span 4 M V C d G PV C i C r C 11 C t C L M fb . ... . ..... . ............ . . ..... +D+H Length =16.0 ft 1 0.362 0,182 HO 1.000 100 1.15 1.00 1.00 1,00 4,54 +D+L+H 0.00 124200 1.00 1.000 1.00 1.15 9-00 1.00 100 0,010 Length =16.0 ft 1 0.326 0r164 1,00 1.000 1.00 115 1.00 1+00 1,00 4,54 4.D+Lr+H 2.23 52.92 181.25 I9.000 1.00 1.15 100 1,00 1,00 1587.00, Length =16.0 it 1 0,560 0,292 1.25 1.000 1.00 1.15 100 1,00 1,00 10,11 +D+S+H 181.25 HO 0,00 1.000 1.00 1.15 1+00 1,00 iru Length =16.0 ft 1 0.283 0.143 1.15' 4, .11 4.54 +D+0.75OLr-0.750L+H 0 U 1, Length = 16.0 It 1 +D+0.750L+0.750S+H 0.500 0.252 1 .25 O�l!IIII 8.71 l3EVlli.Wl.;.[) FOR CODE COl\A['[,lALiCl- Reviewed l3y:IC::)�'R1011g Deviles :11 07/i18/16 DatE,, 449,22 449,22 1,00037 449.22 862.59 Shear Values Fb v fv F'v 0,100 0.00 0,00 0.00 124200 1.00 23,76 130.50 0.00 0.00 0,010 0.00 138000 1.00 23.76 145.00 0.00 0.00 0.00 0.00 1725.00 2.23 52.92 181.25 0.00 0.00 000 0.00 1587.00, 1.00 23.76 166.75 0.00 0.00 0.00 000 17'25.00 192 45.63 181.25 HO 0,00 0,00 HO Description : Eave beam Load Combination Max Sliess Ratios Segment Length Span # M V C d C F£v C i Or C , C t CIL He = WcalcMARBORK-' ENERCALC, W, 1983-2015, Bd&615.1.19, Ver:6,1 Moment Values MTb Fb Shear Values V fv Fv Length =16.0 It 1 0.283 0,143 1.15 1000 1.00 1.15 1.00 1.00 1.00 4.54 449.22 158700 1,00 23]6 166,75 +D460W+H 1.000 1.00 1.15 1.00 1.00 1.00 0,00 0.00 100 0,00 Length = 16.0 ft 1 0.203 0.102 1+60 1,000 1.00 1.15 1.00 1.00 1.00 4,54 449.22 2208.00 1.00 23.76 232.00 +D+0.70E+H 1.000 1.00 1.15 1.00 1.100 1.00 000, 0.00 0.00 0,00 Length =16.0 ft, 1 0.203 0,102 160 1.000 1.00 1.15 1.00 1.00 1.00 4,54 44,9.22 220800 1.00 23,76 232,00 +D410.750Lr+0.750L+0.450VV+H 1,000 100 1.15 100 1.00 1.00 0.00 0.00 Ho 0.00 Length =16.0 ft 1 0.391 0,197 1,60 1.000 1.00 1.15 1.00 1.00 1.00 8,71 862.59 2208.00 1.92 45.63 232+00 +D+0,750L+0.750S+0.450W+H 1,000 100 1.15 1.010, 1.00 1.00 0.00 0.00 0.00 0+00 Length =16.0 ft 1 0.203 0.102 1,60 1,000, 1,00 1.15 1.00 1.00 1.00 4.54 449.22 2208.00 1.00 23.76 232+00 +D+0.750L+0.750S+0.5250E+H 1,000 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 01.00 Length =16,0 It 1 0.203 0.102 1.60 1.000 100 1.15 1.00 1,00 1,010 4,54 449.22 2208.00 1.00 23.76 232.00 +0,60D+0.6()VV+0,60H 1.000 1.00 1.15 1.00 1,00 1,00 0.00 0.00 0.00 Ho Length =16.0 ft 1 0.122 0,061 1.60 1.000 1,00 115 1.00 1,00 1.00 2,72 269,53 2208.00 0.60 14.26 232.00 +0 60DA 70117460H 1.000 1.00 1.15 1.00 1,00 1.00 Ho 0.00 0.00 000 Length = 16.0 It 1 0.122 0.061 1.60 1.000 1.00 1.15 1.00 1.00 1.00 2,72 269,53 2208.00 0.60 14.26 232.00 Overall Maximurn Deflections . .......... . . ... ....... . ... Load Combination Span Max. Deft Location in Span Load Combination Max, "+" Daft Location in Span +D+Lr+H 1 0.5169 8.058 0,0000 0.000 Vertical React ons Support notation Far left is #1 Values in KIPS Load combination' Support 1 Support 2 Overall MAkmum 2.527 2.527 . . . ......... . . Overall MINimum 0,681 0.681 +D+H 1,135 1.135 +D+L+H 1.135 1.135 +D+Lr+H 2.527 2+527 +D+S+H 1.135 1,135 +D,+0.750Lr+0.750L+H 2.179 2.179 +D+0.750L+0.750S+H 1.135 1.135 +D+O 60W+H 1,135 1.135 +M 70E+H 1,135 1.135 +D+0.750Lr+0.750L+0.450VV+H 2,179 2.179 +D+0,750L+0.7505+0.450W+H 1.135 1.135 +D+0.750L47505+0.5250E+H 1.135 1.135 +0.60D+0.60W+0.60H 0.681 0.681 +0.6017+0.70E+0.60H 0,681 0.681 D Only 1.135 1.135 Lr Only 1.392 1.392 L Only S Only W Only E Wy H Only CUI�'El�l 11140 1°°113Iii III Iii ing 13eIIID arhirer t REVHEMED FOR CODE CONA['[JANCE Reviewed l3yd:)�'IUG'lg Deviles DatE :11 07/�18/16 - Description : Gable beam Ebend-xx 1, 300.0 ksi CODE REFERENCES Eminbend - xx 470,0 ksi Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 fv : Actual Load Combination Set: ASCE 7-10 Fv: Allowable Material Properties Density 25.770pef Analysis Method: Allowable Stress Design Fb - Tension Load Combination ASCE 7-10 Fb - Compr Fc - Prll Wood Species : Redwood Fc - Perp, Wood Grade :No.1 Fv 1 0.244 Ft Beam Bracing : Beam is Fully Braced against lateral -torsion buckling )41,ee4 I,-< File = DkaicsARGORK-1 ENERCALC, INC, 1983-2015, BW&6.15119, Ver&l 1,200.0 psi E Modal as of Elasticity 1,200.0 psi Ebend-xx 1, 300.0 ksi 1,050.0 psi Eminbend - xx 470,0 ksi 650.0 psi fv : Actual 145.0 psi Fv: Allowable 500 0 psi Density 25.770pef 6.500ft Repetitive Member Stress increase Applied Loads Beam self weight calculated and added to loads Point Load : D = 0,870, Lr = 1,040 k @ 6.50 ft ,Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Span 13.0 ft_ S'eIrvice loadis enkare(l. Load Faclor:,,; wd be, applk!d f0f CE11(XJ1HfifJT)S, 0.370. 1 Maximurn Shear Stress Ratio - 6x12 Section used for this span 638.13 psi fv : Actual 1,725.00psi Fv: Allowable +D+Lr+H Load Combination 6.500ft Location of maximum on span Span # 1 Span 4 where maximum occurs 0.091 in Ratio = 0.000 in Ratio = 0.176 in Ratio= Max Upward Total Deflection 0.000 in Ratio Maximum Forces & Stresses, for Load Combinations 17019 01 r360 887 0 <240 Lead combination Max Stress Ratios Moment Values Segment Length Span # M V CdC Fav C I Cr C m C t C L M fb Fb -.....m._ +D+H ........... coo Length = 13.0 ft 1 0.244 10 090 090 1.000 1.00 1,15 1.00 1,00 1,00 307 303.55 1242.00 +D+L+H 1.000 1,00 1.15 1,00 1,00 1,00 0.00 Length =13.0 ft 1 0.220 0.081 1.00 1.000 1,00 1,15 1,00 1.00 1.00 3.07 303.55 1380.00 +D+Lr+H 1.000 1,00 1,15 1,00 1.00 1.00 000 Length = 13.0 ft 1 0.370 0 133 1,25 1.000 1,00 1,15 1,00 1.00 1.00 6.45 638.13 1725.00 +D+S+H 1.000 1.00 1,15 1.00 100 100 0.00 Length =18'.0 it 1 0.191 0.071 1,15 1.fl 1.17 303.55 15 8 7.0 0 +D+0.750Lr+0,750�L+H U i'l 0.00 Length = 13.0 ft +D+O 750L+0.750S+H 1 0.321 0.116 1 25 411�l-)e 10 5.60 00,1111, 0 . 1 l� 554.48 1725.00 0.00 l3EVHl.Wl.;.D i°�Ui CODE COl\A['[,lAl40- Reviewed l3yd)�'ILO'lg Devles DatE:11 87818/16 - 0.133 : 1 6x12 24.14 psi 181.25 psi +D+1-r+H 0,00off Span # 1 Shear Values V fv Fv ................ . . ........... . - ...... . ......... . . -.- 0.00 0.00 0.609 0.50 11.81 130.50 HO HO HO 0.50 111.81 145.00 0.00 0.00 0.00 1,02 24.14 1181.25 HO 0.00 HO 050 11.81 166.75 HO 0A0 0.00 0 89 21.06 181.25 0.00 0.00 0.00 evf 16, WooBeam K- File = DAcadsARB�1d ENERCALC, lNG. 1983-2015, Burd6.15.1,19, lG.""aM17MITM11 Description Gable beam Load Combination Max Stress Rates Moment Values Shear Values Segment Length Span # V Cd C FN 0 i Cr C" C t C L -. ........... M T b V fu F'v Length =13.0 ft 1 0.191 0.071 1.15 1.000 1.00, 115 1.00 1.00 1.00 3.07 303.55 158700 0.50 11-81 166,75 +D+0.60VV+H 1.000 1+00 115 1.00 1.00 1.00 0,00 0.00 0.00 Ho Length =13.0 ft 1 0,137 0.051 1.60 1.000 1.00 1,15 1.00 1.00 1.00 3,07 303.55 2208.00 050 11-81 232.00 +D+0.70E+H 11.000 1,00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0,00 Length =13.0 ft 1 0.137 0.051 1.60 1.000 1,00 115 1.00 1.00 1.00 107 30155 2208.00 050 11-81 232,00 +D+0.754Lr+0.750L+0.450VV+H 1.000 1,00 1,15 1.00 1.00 1.00 0.00 0.00 0,00 0,00 Length = 13.0 ft 1 0,251 0.091 1.60 1.000 1,00 115 1,00 1.00 1.00 5.60 554.48 2208.00 0.89 21-06 232,00 +D+0.750L+0.750S+0.450W+H 1.000 1+00 115 1.00 1.00 1.00 0.00 0.00 000 0,00 Length = 13.0 ft 1 0.137 0.051 1.60 1.000 1,00 1+15 1,00 1.00 1.00 3.07 303.55 2208,00 0.50 1181 232,00 4-D-0.7501-47505+0 5250E+H 1.000 1,00 1,15 1,00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 13.0 ft 1 0.137 0.451 1.60 1,000 1.00 1.15 1.00 1.00 1.00 3,07 303,55 2208.00 050 1131 232.00 4-0.604-0.60W-4601-1 1,000 1.00 1.15 1.00 1.00 1.00 0.00 0,00 0.00 OR Length =13.0 ft 1 0,082 0.031 1.60 1.000 1.00 115 1.00 1.00 1.00 1.84 182,13 2208.00 0.30 7.08 232.00 +0-60D+0.70E+0.60H 1.000 1.00 115 1.00 1.00 1.00 0,00 0.00 0.00 0.00 Length = 13.0 ft 1 0,082 0.031 1.60 1.000 1.00 115 1.00 1.00 1.00 1.84 182,13 2208,00 030 7.08 232,00 Overall Maximum Deflections . .. . . ............ Load Combination - - - ---- ---------- - Span Max. °-" Deft ILocation in Span Load Combination, . . . ................ Max. "+" Deft Locatlon in Span +D+Lr+H 1 011757 6,547 0.0000 0.000 Vertical Reactions Support notation Far left is #1 Values in KIPS Load Combination Support 1 Support 2 . .......... . . . Overall MAkrnum 1.029---lT2-9- Overall MINimum 0.305 0.305 +D-41 0.509 0.509 +D+L+H 0.509 0.509 +D+Lr+H 1,029 1.029 +D+S+H 0.509 0.509 +D+().754Lr40.750L+H 0.899 0.899 +D+0350L+0.750S+H 0,509 0.509 +D460W+H 0,509 0.509 +D+0.70E+H 0.509 0.509 +D+0 75OLr+0,750L+0,450VV.FH 0.899 0+899 +D+0750L+0.750S+0.450W+H 0.509 0,509 +D+0,750L47505+0.5250E+H 0.509 0,509 +0,60D+0,60VV+0k0H 0.305 0.305 +0,60D+0,70E460H 0.305 0.305 D Only 0.509 0.509 Lr Only 0,520 0.520 L Only S Only W Only E Only H Only CUI�'El�l 11140 1�113UHdhng 13e1parfiinen t REWI.WIED FOR CODE CONA['[JANCE Reviewed 13y�111'I1"t1 1'lg Devles E- :11 07/l18/16 Dat het 1,-/ He = DkalcsMBORK—I.EC6 INC1983-2015, Build:6.15,1.19, Ver6,15,3,3 1 0.0 H Fixed Fixed 0 2 0,0 8.50 0 3 16,0 850 0 4 16,0 0,0 Fixed Fixed 0 5 0,0 6.0 0 6 H &50 0 7 14,0 8,,50 0 8 16.0 6,0 0 . . ....... . . Members... Member E . nepoint Joints T— Member — T Releases Specify Connectivity of Member Ends to Joints Property Label Length I End J End Label I Joint J Joint x -Y--z (rotation) x y z (rotation) A Column 1 5 1�11Fixed Fixed Fixed Fixed Fixed Fixed 2 5�0 Foxed, B Column 5 2 Fixed Fixed Fixed Fixed Fixed C Beam 2 6 2.000 Fixed Fixed Fixed Pinned Fixed Fixed Fixed D Beam 6 7 12.000Fixed Fixed Fixed Fixed Fixed E Beam 7 3 2.000 Fixed Fixed Fixed Fixed Fixed Pinned F Column 3 8 2,500 Fixed Fixed Fixed Fixed Fixed Fixed G Column 8 4 6.000 Fixed Fixed Fixed Ned Fixed Fixed H Bra cc 5 6 3.202 Fixed Fixed Pinned Fixed Fixed Pinned I Bra ce 7 8 3.202 Fixed Fixed Pinned Fixed Fixed Pinned ...... ......... Member Stress CB cck Data... Member Unbraced Lengths Slenderness Factors RISC Bending & Stability Factors ft Lu y K z K Cm Cb Leet 6.000 6,000 1.. Op , U or, Internal Internal B 2,500 2,500 Internal internal l§�. 11 ��l d �� iii�l 9 11 � p a rl rn e n't C 2'.000 HOO 071.4 A internal internal i3EVHi.Wl..D FOR CODE'. CONA[I[JANO- Reviewed 13yd)'ILIG'Ig Devies DatEb� 07/�:18/16 2-01 Framatle Analysis File = D��calcsMGORK-1, 1c, ENE RCAILC,, NO. 1983-2015, BWV6.15,1.19, Ver6,1513 . ............ ... .. . ........ . ........ Member Stress Check Data... ......... Member Unbraced Lengths Slenderness Factors AISC Bending & Stability Factors Label Lu : z ft Lu : y K : z K : y Cm Cb . ....... . . . D 12.000 12,000 1.00 1,00 1Z0 1.000 E 2.000 2,000 1.00 1,00 JOCO 1.000 F 2,,500 2,500 1.00 1,00 JON 1.000 G 6.000 6,000 1.00 1100 1,000 1.000 H 3.202 3.202 1.00 1,00 1,000 1.000 1 3.202 3.202 1.00 1,00 1.000 1.000 Materials... Member Youngs Density Thermal Yield Label ksi kcf in/degr ksi Default 1,00 0.000 0,000000 1,00 Steel 29,000,00 0.490 0,000650 50,00 Wood 1,300.00 0.350 0.000000 HO Mernber Sections... Prop Label Group Tag Material Area Depth Width lxX Default 6roup -Nifadil-f 1.0 in A 2 0.0 in H in -.- . .......... 1.0 in A 4 1,0 in A 4 6x6 Bra ce Wood 30,250 in12 5,50 in 5.50 in 76.255 in A 4 76.255 inI4 8X8 Column Wood 56.250 in A2 7.50 in 7.50 in 263.67 inA4 26,3,67 inI4 6x12 Beam Wood 63.250 inA2 11.50 in 5.50 in 697.07 inA4 159-44 in A 4 Joint Loads.... ilote. Load Itiabeks,d o b a acdownward (in ",'(" d[i i), Load Load Magnitude Joint Label Direction Dead Roof Live Live Snow Seismic Wind Earth 2 Global X H90 k 2 Global Y 0.510 0.520 k 3 Global X 0,690 k 3 Global Y 0,510 0.520 k Member Distributed Loads.... N(AeI oads Itabel,d act (Jovrrw,fd (in Y" diiection) Member Load Load Extents Load Magnitude Label Direction Start ft Dead Roof Live Live Snow Seismic Wind Earth , , C; -GlebakY- End - -,aFt4laq--'. 0.1310 0. i 740 Vft 2.0 End Maq 0.1310 0.1740 k/ft D Global Y 0.0 Start Maq 0.1310 0.1740 k1ft 12.0 End Maq 0.1310 0.1740 kift E Global Y 00 Start Maq 0.1310 0.1740 k/ft .................... 2.0 End Maq 0.131.0 0,1740 . . . ........ ---k/ft Load Combinations... ASCE 7-10 Load Combination Group Self Wt Factors Load Combination Factors Description Multiplier X y Dead Roof Live Live Snow Seismic Wind Earth TUT . .. ...... . . ........ FT ------------ 11 ----------------- 7.T. - I-FR;wr t(O,-l) - 1.0 +1.20D+0.50Lr+1.60L+1,60H+MbrWt(0,-I) 1,0 -1.0 1.20 0.50 160 1,60 +0.90D+E+0.90H+M brVVt(O,-l) 1,0 -1.0 0,90 1,0 0.90 . .... ..... ...... . ......... . . . ................. . Joint Displacements & Reactions by Load.Combination Joint Displacements Joint Reactions Joint Label Load Combination X Y z X Y z in in Radians k k Ot . . ................ - . ........ ... . ............. I +D+Lr4-H 0.0 0.0 0.003974 08602 6.097 2 +D+Lr+H 0.0001511 -0,006146 -0-005242 3 +D+Lr+H -0,000151 -0.006146 0.005242 4 +D+Lr+H 00 00 -0.003974 -0,8602 6,097 5 +D+Lr+H 1& 0 -H 6 +Ci+Lr+H 0.00 1 -0.004625 7 +-D +Lr -H Q -0 1161 0. 04625 11004 8 +D+Lr+-'H ?�,00011loiilg [bw 02531 l3EVHl.Wl.[) FOR CODE CONA[I[JANO- Reviewed l3yd)�'ILO'Ig Devdes DatEg: 07/l:18/16 ,,, 11 e4,q CUII'B'�R 11140 1�113UHdhng 13eIII arfiinent REVHV Wi.D FOR CODE CONA[I[JANC- Reviewed 13yd��)�'IUG'lg Devles D :11 07/118/16 atE,, 1 2 3 4 5 6 7 8+1,20D+0.5OLr+1.60L+1.60H 1 2 3 4 5 6 7 8 4-1 20D+0,5DLr+1.60L+1.60H +1 20D+0.5OLr+1.60L+l .60H +1 20D+0.5OLr+1,60L+l .60H +1 , 20 D+0.50 Lr+1 60L+1 .60 H +1.20D-�0.50Lr+1.6QL+1 .60H +1.20D+0.50Lr+1.60L+1.60H +1,20D+0.50Lr+1.60L+1.60H +0.90D+E+0.90H +0.90D+E490H +0.90D+E+0.90H +0.9OD+E+0.90H +0,90D+E+0.90H +0.90D+E-+0.90H +0.90D+E+0.90H 490D+E+0.90H U H 0,000131 -0,005442 -0-000131 4005442 0,0 0,0 -0.113'1 -0.004965 0.000655 -0,1011 -0.000655 -0,1011 0.1131 -H04965 11 6,6- - u 0.5234 -0,004042 0.5232 -0,003681 0.0 0,0 0.395/ -0.002842 0,5231 -0.1036 0.5222 -0,03618 0.5518 -0.004286 0,003458 -0.004561 0.004561 -0.003458 -0.002203 -0.004023 0.004023 0,002203 -0.005634 -0.004074 0,002219 -0.01071 -0.004621 -0,003703 0,001843 -0,001582 01485 5,453 -0,7485 5.453 -01736 3.296 -1.206 4.763 Extreme Member End Forces 0116y I oad Coinbimmol-1,:, (PVM9 11,1;IXIMUM Vl�iluw, it ted Member l End Forces Member " J " End Forces Member Label Axial Shear Moment Axial Shear Moment k k k -ft k k 01 6,097 0.1736 0+0 -2.476 0.8602 1.042 A 3.295 -0.8602 0.0 -5.277 -0-1736 -5.161 1141,;7 � T () i) O f I � () 9 A I Y, f f, ) ( .OJ. H 04 4 0 / , 0 q()j l 'O'b ll B 3.096 2.065 5.161 -0.9919 0.4167 0.0 A"lux 1I).,YXW 0900 1), ( f 4) 0 0, VO),;, 7 UOt - 1,60 0,9610 -0 9oH 0 Wf), t 10 NY � B 1.334 -0,4167 -1.042 -2.754 -2065 0,0 hitt � (ji. ),0 )011 16t' ,i 60 0fl(",V)Tf P,Q0H 0 -01,0f! (+4nlr,t , (I �)/ 041. H 04r,,H C 1.107 2.295 U 2.065 0.7859 4,048 AJ;m () 9,004, 4"',900 ) (00 I �, , /)9W/ -o 0II (�fl , (bLIOI 0, -f v U 9W � C -2+065 0.1199 0.0 -1-107 -1.752 -0.6544 I) L(.H 1,200- 0 Of j 6Q , 11 60 D) 1 ,,l 09ffl)d 0 N )0 p C , 1,) 9,T I P-D,H D 0.8602 2.752 0.6544 -0.5164 2.752 -0.5561 Ala/ IMMr-01�Lr,N 4M(,H 0!!00 0, 1l L,( I I '!(Y JOt50L ,�l 60 D 0.5164 0.8967 -4.048 -0,8602 2.363 -4.750 Mau 0 919011 l0)m 1000 0 TI/ 0 9CU L --i,)901 0 /,I'll 0, !J� V, L 0 9011 0,90I)d 0,900 E -1-796 2.647 4.750 3,585 0.1315 0.0 01 1 f0,11,, 1,60 0,901" Q 900 ,(i �?()N •09111)4 Lo?OO a1) � p j E -3.585 0.6760 0.5561 1.796 -2A03 00 Mfo 013004 -0000, k)00 -01`)P i,fI(W,! 1601 �(A) I ,,)�Y) - 0 i)M f T Of k 760 �0!4);PL 0r�OH f7 Afr(f F 1,162 -1,796 0.0 1 1.302 2.895 -4.491 A `,)x : 0, 1, 1; FI I ,00 050 F, f 6W, ' � GO 0 L 0001 OTJO-f 0,900! F -1,644 -2895 0.0 -1.503 1+796 -7.238 ',?in 0-000 tl r090111 i 7 (I �;(+H � L,, f f 0-h HP ;�r,U -0:;" f; I(X+60 0 (W(i, f 0 l G 5,277 1.206 7.238 -4.763 -07485 0.0 L>>i (! 1) !)N 0 ('00 r o!1 01) W))04 0,90I1 l GO,, i 60 G 3,942 0,7485 4.491 -6.097 -1,206 0.0 A"o 0 ,9004 4),JOU 1 60( , U,,P: L6�M L60 041M 090L) I "OPON H 4.774 007352 0.0 1.037 0,07352 0.0 P'lo.k - 1), / i ,j I � 0, / (,r f 4", (,, )r OWH) r (MGaai1 o901) 1,. 0 P(),, l (, I f H -0+8530 0.07352 0.0 -4-590 0+07352 0.0 (,190,9 ( 0 PO/ o 01)0`{ 6,474 0.07352 U -4166 0.07352 0.0 dly 0 900 L � (F U i , �) '1�0ta, L, 0, 9M ( f1 f ",m), () N i - / (�()l r ()(t -!1 (,r, F" 3,982 0.07352 00 -6,658 0,07352 0.0 �'I(!O I, , j IjOV / o')(l04 4) h N CUII'B'�R 11140 1�113UHdhng 13eIII arfiinent REVHV Wi.D FOR CODE CONA[I[JANC- Reviewed 13yd��)�'IUG'lg Devles D :11 07/118/16 atE,, g a w FM ;L'o File = D:IcalcsARB0RK-1,EG6 ENERCALC, M. 1993-2015, Bu1d,6 15.1 19, Ver6.15.3 3 ExtFerne, Member Forces UMOH", (IMI �rj r'WIX11nuin ;1W ["trd Mrinbr Label Axial Dist from '11' Joint Moment Dist from T' Joint Shear Dist from "I" Joint -2.476k 6.0 ft 5 161 k -ft Of, 6.0, 0.1736 k 0.0 ft Max -0 9uU- P �)i)/ 1 '09004 0901 6,097 k 0.0 ft 1.042 k -ft 6.0 ft 0,8602 k 0.0 ft Mtn �("' 1r'11 U), I '1), / � H B -0.9919k 2.50 ft 5,161 k -ft H ft 2.065 k 0.0 ft Max -i ?0f), 0 !�Ub f UO/ ON -04 fl -3.096k H ft 1.042 k -ft a'. 0 ft -0,4167 k H ft Min C 2,065k H ft 0.6544 k -ft 2,Oft 2.295 k 0.0 ft Max -0,901bf i(i§00 -1107k 0.0 ft -4.048 k -ft 2, 0 ft -0,7859 k 2.0 ft Mill '(909 0 �' �00'� �Ofijfl 4), f D 0,5164k 0.0 ft 4 ,750 k ft 12. Oft 2,752 k H ft Max 90LI' f 090f,' U )00' 1. ;090r, I ,G,,p 0,8602k 0.0 ft I 7,599 k -ft 5Z78 ft 2.752 k 12,0 ft Mill , 0" P0 'fifer I LlvfjM E 3.585k 0.0 ft 4.750 k -ft 0'0 ft 2.647 k 0.0 ft 1396 k U ft 0.01886k -ft 1.714 ft 0,1315 k 2.0 ft Min 1.1lill 0 (",; 1) L /'' If -O4 1 F 1,644k 0.0 ft 7,238 k -ft 2.50 ft 1.796 k H ft Max 0 9Qp 9(Y 0 90/) 0 `01 -'f ,:' 00 0.5 OL 1, 6(N - 6 W ( 1.503k 2.50 ft 0.0k -ft Uft 2.895 k H ft Mill 941 /1' 0, 0 '0 R)011 o'9015 G -1942k H It 7.238 k -ft 0.0 ft 1Z6 k 0.0 ft Mix ()'C)0))q f 0 9(y) 9� 6.097k 6.0 ft 0,0 k -ft 6,0 ft 0.7485 k 0.0 ft Min IN +'1 20,Lhi) 601 I H 1.037k 3,202 ft 0.0 k -ft 0.0 ft 0V352 k 0'0 It Max 0900, L 0h"/ If i0l ij M 4.774k H ft I 0.05882 k4t 1,633ft 0.07352 k 3.202 ft Min li'D41 04'r4l I -1982k H ft 0,0 k -ft 0. 01 ft 0.07352 k 0.0 ft Max "AH", " ("'M r LOW/ 'l): i r,-15 , ,19W..), 0 6.658k 3.202 ft 0,05882k -ft 1.633ft 0.07352 k 3,202 ft Min .0910(W (U00 � i) *I I merliber Stress Ch-ecks- . . .............. .. Stress Checks per AISC 360-10 & NDS 201J Member Section -TMatcrialTLoad Ax i0s; Axial + Bendin Max. Shear Stress Ratios Label Label COM Load Combination 11 Ratio Status Dist (ft) Load Combination Ratio Status Dist (ft) A Column Wood +0+1-r+H _._....._........._m . .. ....... OA21 PASS 6,00 +D-Lr+H 0.011 PASS 0.00 8 Column Wood +D+Lr+H 0A09 PASS 0,00 +D+Lr4H 0.025 PASS 0.00 C Beam Wood +0-9OD+E+0-90H 0,186 PASS 2,00 +0.90D+E+0 90H 0.025 PASS HO D Beam Wood +D+Lr+H 0,349 PASS 5,88 4D+Lr+H 0.030 PASS 1200 E Beam Wood +0.90D+E4090H 0.274 PASS 0.00 40.90D+E+0.90H 0.029 PASS 0.00 F Column Wood +0,90D+E+0,90H 0.595 PASS 2.50 +0,904E+0 90H 0.036 PASS 0.00 G Column Wood, +1,91D+1+H1H 0,580 PASS 0.00 -,0,90D+E490H 0.015 PASS 0.00 H Bra ce Wood +D+Lr+H 0.183 PASS 0,00 490NE-490H 0.002 PASS 3.20 1 Bra ce Wood 1-0.90D+E4-090H 0.255 PASS 3,20 +0.90D+E+0.90H 0.002 PASS 0.00 CUI°'ElIl 11140 1I'°°113UHdhng 13eIII artiiinent REVHEUED FOR CODE CONA['[JANGE Revlewed Byd��)�'IUG'lg Devles DatEg: 07/J:18/16 Description : FOOTING Code References Calculations per ACI 318-11, IBC 2012, CBC 2013, ASCE 7-10 Load Combinations Used : ASCE 7-10 General Information Material Properties fc Concrete 28 day strength fy: Rebar Yield Ec Concrete Elastic Modulus Concrete Density (p Values Flexure Shear Analysis Settings Min Steel % Bending Point. Min Allow % Temp Rernf, Min. Overturning Safety Factor Min. Sliding Safety Factor Add Ftg Wt for Soil Pressure Use ftg wt for stability, moments & shear,, Add Pedestal Wt for Soil Pressure Use Pedestal wt for stability, mom & shea Dimensions ...................... Width parallel to X -X Axis Length parallel to Z -Z Axis Footing Thicknes Pedestal dimensions... px parallel to X -X Axis pz parallel to Z -Z Axis Height Rebar Centerline to Edge of Concrete. at Bottom of footing ama= 2.750 ft 2.750 It 18.0 in 3.0 in Bars parallel to X -X Axis Number of Bars 5.0 Reinforcing Bar Size # 5 Bars parallel to Z -Z Axis Number of Bars 5.0 Reinforcing Bar Siz. = 4 5 Bari&9 vidfl i Disu ibutiol i (,lwck (AC11 15A 4,2) Direction Requiring Closer Separatior n/a. # Bars required within zone n/a # Bars required on each side of zone n/a Applied Loads File= WcafcsMBORK-1 EC6 1983-2015, Build:6 15.1.19, Ver!6 15.33 IN 1.50 ksf No 250.0 pcf 0.30 ft ksf it ksf ft 5 k.5 Elm. EL ... . ........ ........... . ....... 11 Lr L S W E H P : COfUlllni Load 4.620 1,480 k OB Overburden ksf M-xX k4t M -ZZ = k4t V -x 1 110 3o k V-zk 1�113UHl&ing [:)eIpartirnent l3EVl�l.Wl..D f�Oli CODE COLA[I[JAN0- Reviewed l3yd:)�'ILIG'lg Deviles tag: 0 7/l:18/1 6 Da- Soil Design Values 2.50 ksi Allowable Soil Bearing 60r0 ksi Increase Bearing By Footing Weight 3,122,0 ksi Soil Passive Resistance (for Sliding) 145.0 pof Soil/Concrete Friction Coeff, 0,90 0.750 Increases based on footin Depth, Footing base depth below soil surface Allowable pressure increase per foot of dept= 0.00180 when footing base is below - 1.0:1 1.0 1 Increases based on footing plan dimension No Allowable pressure increase per foot of dep Yes when maximum length or width is greater - No No IN 1.50 ksf No 250.0 pcf 0.30 ft ksf it ksf ft 5 k.5 Elm. EL ... . ........ ........... . ....... 11 Lr L S W E H P : COfUlllni Load 4.620 1,480 k OB Overburden ksf M-xX k4t M -ZZ = k4t V -x 1 110 3o k V-zk 1�113UHl&ing [:)eIpartirnent l3EVl�l.Wl..D f�Oli CODE COLA[I[JAN0- Reviewed l3yd:)�'ILIG'lg Deviles tag: 0 7/l:18/1 6 Da- He = 0kMcsM50RK-1,E '6 General Footing Description FOOTING DBIGNSUMMA0/ MmRailo Wern Applied Capacity Governing Load Combination PASS 0,9547 Soil Bearing 1.432 kd 1.50 ksf +D+Lr+Mabout ZZaxis pmSo n/a Overturning X -X 0.0 k -fit &0k-0 NoOveuumlng PASS 4.838 Overturning Z -Z 2,205 Wt 18.649 k -ft +n+LnH PASS 1.581 Sliding X -X 1.478k 2.523h -D+LrM PASS nia S|idingZ-Z 0.8k 0.0h No Sliding px8S n/a Uplift H 0.0k No Uplift PASS 0.04150 ZFlexure (+X) 1589k'b 36-364Ht+120D+1,80Lr+0.50L+188H H PASS 0.01289 ZP|oxum(-X) 0 4888,k -ft 3G -564k -ft +120D+1.6OLr+0+50L+1.00H PASS 0.82720 XFlexure (+D 0.8880kft 3G -364k -ft +1.20D+1.80L/+0.50L+1.00H PASS 002720 XFlexure (-Z) 0.9890 Ht 36,364k -ft +120D+1.60L/+0.50L+1.00H PASS H1866 1 -way Shear (+Q U�7992pai 75.0 psi +1.20O+l 00LnM0L+1.00M PASS H1866 1 -way Shear ('X) 0.7992 psi 75,0 psi +120D+1D0L^030L^1.80H PASS 081886 1 -way Shear (+Z) 0.7992 psi 75.0 psi +1.20D+l 00Lr+050L+1,00M PASS 0.01866 1 -way Shear (-Z) 0,7992 psi 75.0 psi +120U+1,60Lr+850L+1,00N PASS 8.04684 %vvnyPunching 6.877 psi 150.0 psi *120D+1,6OLn0,50L+1,60M Oetzi|adResu|ts 08 8.8109 8.6189 n1m Soil Bearing Rotation Axis & Actual Soil Bearing Stress Actual Allowable Load Combination... Gross Allowable Xecc zecc Bottom, -Z Top, +Z Left, -X Right, +X Ratio 1,50 n/a 0.0 0.8109 0.6109 n/a mb 0,407 1 50 ma 0,0 0,0108 08109 ma mb 0,407 1.50 um H M066 0,8060 ma n/a 0,538 X'X.+D+6+H 1.50 n/a H 0,0109 0,8109 n/a n/a 0,407 X -X.+D+0J50Lp@75OL+H 1.60 n/a 0,0 OJ577 03577 ma n/a O.505 X -X.+D+VJ501_OJ0O+H 1.58 n/a 8,$ 0.6109 0.0109 ma n/a 0A07 XA +D+060YY+H 1.58 n1u 8.0 M109 0.8109 n/a n1a 0407 X +D+0.70E+H 1,50 n1a 08 8.8109 8.6189 n1m n/a 0,407 X-X,+D+8,750Lr+OJ50L+8.46OW+M 1.50 n/a OD 07577 8.7577 n/a n�a 0500 X'X'+D+0750L+0J508+8A50W+H 1,50 n/m UD 0,6108 0.6108 n/a mb 0407 X'X.+D+Q.750L+O75OG+U,O250E+H 1,50 n/a 0,0 0.8100 H109 n/a n1a 0407 X`X,'O.O0D+880W+0,0OH 1�50 n/a D0 03005 03605 n/a n1a 0244 X'X,+0.8OD078E4GOH 1.50 n/a 00 0.3865 M665 n/a n/a 0244 Z-Z,+D+H 1�50 4,325 n/o o1a n/a 0.1386 1,003 0722 ZZ.+O+L+H 150 4,325 n/a n/a n/a 0,1886 1,083 0,722 Z-Z,+D*L/+H 150 4,338 n/a n/a n/a 01811 1.431 0955 +D+S+H 1 50 4,325 m1a n/a n/a 8,1386 1M3 0.722 Z-Z,+D+0J5OL*0.75&L+H 1.50 4.335 n/a mb u/a 8,1784 1.345 0.097 Z-Z,+D+075QL+0.7h8S+H 1.50 4.525 n/a n1a mo 8,1388 1,083 V�722 Z-+D+0,00W+H 1,50 4325 n/a n/a mh 01286 14U3 0.722 Z-Z,+D+O,70E+H 1�50 4.325 ni/a n/a n�a 0.1386 1.083 0.722 Z-Z,+D@.750LnOJ50L'8480VY~H 1.50 4,355 n/a n/a n/a 8.1784 1.345 01.097 Z-Z,+D+0.750L+0J5OQ04bOW+H 1,50 4325 n/a n/a n/a 0.1386 1.083 0,722 Z-Z,,+D+O.750L+OJ588@.6280E+H 1.50 4.325 n/a n/a o1a 81386 1.083 (1)r722 Z-Z,+O,OOD+8,00W+O.88H 1.50 4.325 n/a cia n/a 808313 M50 O 433 Z-Z,*UO8D+0.70E+U.80H 1.50 4.325 nia n�a n/a 0.08813 8,650 0.433 OVertUrning Stability Rotation Axis & Load Combination... Overturning Moment � ��i N t � �biN Ratio Status X +O+H None 0,0k -ft |o§n OK X +D+L-H None 0Dk-ft Infinity UK X-X,*D+Lr+M None 0,0k -ft lofin 0K X'X.+D+8+H None O.Okft Infinity OK X.X,+D+U-750Ln8750L+U None Hk-h Infinity OK X -X. +D+0,750L+8750S+M None 00k -ft Infinity OK X.X.+8+V,OOVV+H None0.0k � infinity OK �X.`D�J0E+H Nme U�E�1�� 0Dkft Infinity U§ X,X.+D^3J5Ob+O,T50L+O.45OW+H | | Nnm* 0 0k8 |n8ody UK REV|EVVEDF0R CODE8O&4PL|ANCE ReaievvedByd��o�'UGI`ig DBWilBs Date� 07/2016 ' I � AcalcMAR8 Ve aI ENERCALC, INC, 2315, ®uatld:6.15 1..19 .aa 15,3 3 � �oofin ,.1683 Description ; FOOTING Overtut ging Stability Rotation Axis & Load Combination... .............n_ Overturning Moment ResistiojMorneot Stability Ratio Status X-X, +D+0.75f L+0.7505+0.52.50E+H_..__ None 0.0 k-fit Infinity OK X-X, +0.60D+0.60W+0.60H None 0.0 k-ft Infinity OK X-X, +0.60D+0.70E+0.60H None 0.0 k-tt Infinity OK Z-Z, +D+H 1,665 k-ft 8'.614 k-ft 5.174 OK Z-Z, +D+t,+H 1,665 k-ft 8.614 k-ft 5,174 OK. Z-Z,-aD+Lr+H 2,205 k-ft 10.649 k-fl 4.830 OK Z-Z, +D+S+H 1.665 k-ft 8.614 k-ft 5.174 OK Z-Z, +D+0.750Lr+0.750L+H 2.070 k-ft 10.140 k-ft 4.899 OK Z-Z, +D+0.750L+0.750S+H 1.665 k-tt 8.614 k-ff 5.174 OK Z-Z, +D+0.60W+H 1.665 k-ft 8.614 k-ft 5.174 OK Z-Z, +D+0.70E+H 1.665 k-ft 8.614 k-ft 5.174 OK Z-Z, +D-fp.750Lr+0,750L+0.450W+H 2,070 k-f# 10.140 k-ft 4.899 JK Z-Z, +D4750L+0,7505+0A50W+H 1.665 k-ft 8.614 k-ft 5.174 OK Z Z, +D+0.750L+0.7505+0,5250E+H 1.665 k-ft 8.614 k-ft 5.174 CK Z-Z, +0.60D+0.60W+0,60H 0.9990 k-fi 5.169 k-ft 5.174 OK Z-Z, +0.60D+0.70E+0.60H 0.9990 k-ft 5.169 k-ft 5.174 OK Sliding Stability 11111-1 . .............. _..._ All units k Farce Application Axis Load Combination... Sliding Force Resisting Force Sliding SafetyRatio Status X-X, +D+H 1.110 k 1.879 k 1.693 OK X-X, +D+L+H 1.110 k 1.879 k 1.693 OK. X-X, +D+Lr+H 1.470 k 2.323 k 1.581 OK X-X, +D+S+H 1.110 k 1.879 k 1.893 OK X-X, +D+0.750Lr+0.750L+H 1.380 k 2.212 k 1.603 OK X-X, +D+0,750L+0.750S+H 1.110 k 1.879 k 1.693 OK X-X, +D+0.60WW+H 1.110 k 1.879 k 1,693 OK. X-X, +D+0.70E+H 1110k 1.879 k 11.693 OK. X-X, +D•r,O.75OLr+p.750L+0.450W+H 1.380 k 2.212 k 1,603 OK X-X, +D+0,750L+0.7505+0,450W+H 1110 It 1.879 k 1,693 OK X-X, +D+0.750L+0.7505+0,5250E+H 1.110 k 1,879 k 1.693 OK X-X, +0.60D+-0.60W+0.60H 0.6660 k 1,128 k 1.693 OK X-X, +0.60D+0.70E+0.60H 0.6660 k 1,128 k 1.693 OK Z-Z, +D+H O.0 k 1,879 k No Sliding OK Z-Z, +D+L+H 0.0 k 1.879 k. No Sliding OK Z-Z, +D+Lr+H 0.0 k 2.323 k No Sliding OK Z-Z, +D+S+H 0.0 k 1.879 k No Slidinq OK Z-Z, +D+0.750Lr+0,750L+H 0.0 k 2.212 k No Slidinq OK Z-Z, +D+0.750L+0.750S+H 0.0 k 1.879 k No Slidinq OK Z-Z, +D+0.750L+0.7505+0.450W+H 0.0 k 1.879 k No Slidinq OK Z-Z, +D+0.750L+0.7505+0.5250E-M-H 0.0 k 1,879 k No Slidinq OK Z-Z, +0.60D+0.60W+O.60H 0.0 k 1,128 k No Slidinq OK Z-Z,+0.60D+0.70E+0.60H 0.0 k 1.128 k No Slidinq OK Z-Z, +D+0.60W+H 0.0 k 1,879 k No Slidinq OK Z-Z„ +D+0.70E+H 0.0 k 1,879 k No Slidinq OK. Z-Z, +D+0.750Lr+0,750L+0,450WW+H 0.0 k 2,2.12 k No Slidinq OK Footing FleXUre _ Flexure Axls & Load Combination MLI Which Tension @ As Req'd Gvrn, As ActUai As Phi'mn Status k-ft Side ? Bot or Top ? in12 inn2 in"2 k-ft X-X, +1.40D+1.60H 0,8085 +Z Bottom 0.3888 Min Temp % 0.5638 36.364 OK X-X, +1.40D+1.6OH 0,8085 -Z Bottom 0.3888 Min Temp % 0.5636 36.364 OK. X-X, +1.20D+0.5OLr+1.60L+1.6OH 0,7855 +Z Bottom 0.3888 Mien Temp % 0.5636 36.364 OK X-X, +1.20D+0.50Lr+1.60L+1.60H 0.7855 -Z Bottom 0.3888 Min Temp % 0.5636 36.364 OK X-X, +1,20D+1.60L+0.505+1.60H 0.6930 +Z Bottom 0.3888 Min Temp % 0.5636 36.964 OK X-X, +1,20D+1,60L+0.505+1,60H 0,6930 -Z Bottom 0.3888 Min Temp % 0.5636 36.364 OK X-X, +1,20D+1.60Lr-F0,50L+1.60H 0.9890 +Z Bottom 0.3888 Min Temp %m 0.5636 36.364 OK X-X, +1.20D+1.60Lr+0.50L+1.80H 0.9890 -Z Bottom 0.3888 Min Temp % 0.5636 36.364 OK X-X„ +1.20D+1.60Lr+0.50W+1.60H 0.9890 +Z Bottom 0.3888 Min Temp % 0.5636 36.964 OK X-X, +1,20D+1,601-r+0.50W+1,60H 0.9890ttom 0.3888 Min Temp % 0 5636 36.364 OK X-X +1.20D+0 50L+1.605+1.6011 0.6930 ttom IIIA 5 E H emp %t 0.5636 36.364 OK X-X, +1 20D+0.50L+1.605+1.601-i 0.6930 Z . ttom 0i 3188 Ruin Temp % 0.5636 36.364 OK X-X +1,20D+1,605+0.50W+1,6OH 0.6930 ttrliliuuuIIIIII IIIIIu"t I11I 1". % 0.5636 36.364 OK l3EWI.WIED FOR 0O1t1E C ONA[I[J ILU0I.: Reviewed I1y: °��)�'IUG'lg Devi es L1atEa : 07111E/16 f Gienelralo�m Iting = mm EraE SL fnFile RCA �, �rdc, tsa�a tots, o��i� e t5 �.� 15 9 J6E33 Description : F(7CYTiNG Footing Flexure. __. Flexure Axis & Load Combination Mu Which___ tension n As Req'd Gvrn. As _._. Actual As Phi"Nin _. Status k -ft Side? Bot or Top? in12 in12 inn2 _ k -ft X -X, +1.20D+1.60,5+0.50VV+1.60H 0.6930 -Z Bottom 0.3888 Min Temp % 0.5636 36.364 OK X -X, +1.20D+0.5OLr+0.50L+W+1.60H 0.7855 +Z Bottom 0.3888 Min Tomp % 0.5636 36.364 OK. X -X, +1.20D+0.5OLr+0.50L+W+1.60H 0.7855 -Z Bottom 0.3888 Min Temp % 0.5636 36.364 OK. X -X, +1.20D+0.5OL+0.505+W+1.60H 0.6930 +Z Bottom 0.3888 Min Temp % 0.5636 36.364 OK X -X, +1.20D+0.50L+0.50S+W+1.60H 0.6930 -Z Bottom 0.3888 Min Temp % 0,5636 36.364 OK X -X, +1.20D+0.50L+0.205+E+1.601-11 0.6930 +Z Bottom 0.3888 Min Temp % 0.5636 36.364 OK X -X, +1.20D+0.50L+0.205+E+1.60H 0.6930 -Z Bottom 0.3888 Min Temp % 0.5636 36.364 OK X -X, +0.90D+W+0,90H 0.5198 +Z Bottom 0.3888 Min Temp % 0.5636 36.364 OK X -X, +0.90D+W+0.90H 0.5198 -Z Bottom 0.3888 Min Temp % 0.5636 36.364 OK X -X, +0.90D+E+-0.90H 0.5198 +Z Bottom 0.3888 Min Temp % 0.5636 36.364 OK X -X, +0.90D+E+0,90H 0.5198 -Z Bottom 0.3888 Min Temp % 0.5636 36,364 OK Z -Z, +1 40D+1.60H 0.3848 -X Bottom 0.3888 Min Temp % 0.5636 36.364 OK Z -Z, +1.40D+1.60H 1.232 +X Bottom 0.3888 Min Temp % 0,5636 36.364 OK Z -Z, +1,20D+O.5OLr+1.60L+1.60H 0,3733 -X Bottom 0.3888 Min "Temp % 0.5638 36.364 OK Z -Z, +1.20D+0.50Lr+1.60L+1.60H 1.198 +X Bottom 0.3888 Min Temp % 0.5636 36.364 OK Z -Z, +1,20D+1.60L+0.505+1.60H 0.3298 -X Bottom 0.3888 Min Temp % 0.5636 36.364 OK Z -Z, +1'.20D+1.60L+0.505+1.60H 1.055 +X Bottom 0.3888 Min Temp % 0.5636 36.364 OK Z -Z, +1.20D+1.60Lr+0.50L+1.60H 0.4688 -X Bottom 0.3888 Min Temp % 0.5636 36.364 OK Z -Z, +1.20D+1.6OLr+0.50L+1.60H 1.509 +X Bottom 0.3888 Min Temp % 0.5636 36,364 OK Z -Z, +1.20D+1.60Lr+0 50W+1.60H 0.4688 -X Bottom 0.3888 Min Temp % 0.5636 36,364 OK Z -Z, +1,20D+1.60Lr+0.50W+1.60H 1.509 +X Bottom 0.3888 Min Temp % 0.5636 36.364 OK. Z -Z, +1.20D+0.50L+1.60S+1.60H 0.3298 -X Bottom 0.3888 Min Temp % 0.5636 36.364 OK Z -Z, +1.20D+0,50L+1.605+1.601-1 1.056 +X Bottom 0.3888 Min Temp % 0.5636 36.364 OK Z -Z, +1.20D+1.605+0.50W+1.601-i 0.3298 -X Bottom 0.3888 Min Temp % 0.5636 36.364 OK Z -Z, +1.20D+1.605+0.50W+1.60H 1.056 +X Bottom 0.3888 Min Temp % 0.5636 36.364 OK Z -Z, +1.20D+0.5OLr+0.50L+W+1.601H 0.3733 -X Bottom 0.3888 Mon Temp % 0.5636 36.364 OK Z -Z, +1.20D+0.50Lr+0.50L+W+1,60H 1.198 +X Bottom 0.3888 Min Temp % 0.5636 36.364 OK Z -Z, +1.20D+0.50L+0.50S+W+1.60H 0.3298 -X Bottom 0.3888 Min Temp % 0.5636 36.364 OK Z -Z, +1,20D+0.5OL+0.50S+W+1.60H 1.056 +X Bottom 0.3888 Min Temp % 0.5636 36.364 OK Z -Z, +1 20D+1.50L+0,205+E+1.60H 0.3298 -X Bottom 0.3888 Min Temp % 0.5636 36.364 OK Z -Z, +1.20D+0.50L+0.205+E+1.60H 1.056 +X Bottom 0.3888 Min Temp % 0,5636 36.364 OK Z -Z, +0.90D+W+0.90H 0.2474 -X Bottom 0.3888 Min Temp % 0.5636 36.364 OK Z -Z, +0.90D+W+-0.90H 0.7921 +X Bottom 0.3888 Min Temp % 0.5636 36.364 OK Z -Z, +0.90D+E+0.90H 0.2474 -X Bottom 0.3888 Min Temp % 0.5636 36.364 OK Z -Z., +0.90D+E+0.90H 0.7921 +X Bottom 0.3888 Min Temp % 0.5636 36.364 OK One Way Shear Load Combination... Vu ce) X Vu P +X Vu C -Z Vu <�) +Z Vu.Max Phi Vu Vu P Phi°'Vn Status + . 0D+ .60H 0.6533 psi 0.6533 psi 0.6533 psi 0.6533 si 0 6533 psi 75 s 0.008711 OK +1.20D+0.50Lr+1.60L+1.60H 0.6347 psi O.6347 psi 0.6347 psi 0,6347 psi 0.6347 psi 75 psi 0.008463 OK +1.20D+1.60L+0.505+-1.60H 0.56psi 0.56 psi 0.56 psi 0.56 psi 0.56 psi 75 psi 0.007467 OK +1,20D+1.60Lr+0.50L+1.60H 0.7992 psi 0.7992 psi 0.7992psi 0.7992 psi 0.7992 psi 75 psi 0,01066 OK +1.20D+1,601-r-450W+1.60H 0.7992 psi 0.7992 psi 0.7992 psi 0.7992 psi 0.7992 psi 75 psi 0,01066 CK. +1.20D+0.50L+1.605+1.60H 0.56psi 0.56 psi 0.56 psi 0.56 psi O.56psi 75 psi 0.007467 OK +1.20D+1.605+O,50W+1.60H 0.56 psi 0.56 psi 0.58 psi 0.56 psi 0.56 psi 75 psi 0.007467 OK +1.20D+0.50Lr+0.50L+W+1.601`1 0.6347 psi 0.6347 psi 0.6347 psi 0.6347 psi 0.6347 psi 75 psi 0,008463 OK +1..20D+0,50L+0.50S+W+1.60H 0.56 psi 0.56 psi 0.56 psi 0.56 psi 0.56 psi 75 psi 0.007467 OK +1,20D+0,50L+0.205+E+1.60H 0.56 psi 0,56 psi 0.56 psi 0.56 psi 0.56 psi 75 psi 0.007467 OK +0,90D+VV+0,9OH 0.42 psi 0.42 psi 0.42 psi 0.42 psi 0.42 psi 75 psi 0,0056 OK +0.90D+E+0.90H' 0.42 psi 0.42 psi 0.42 psi 0.42 psi 0.42 psi 75 psi 0.0056 OK Punching Shear Ali units k Load CombinatlC2n...Vu Phi*Vn Vu / Phi'Vn ..........................._e._._ Status +1.400+1.6011...5_.622 psi 150tr a.i 0.03748 t:F; +1.20D+0.50Lr+1.60L+1.60H 5.462 psi 150psi 003641 OK +1.20D+1.60L450S+1,60H 4.818 psi 150ps� 0.03212 OK +1.20D+1.60Lr+0.50L+1.60H 6.877 psi 150 psi 0.04584 OK +1.20D+1.60Lr+0.50+x+1.60H 6.877 prat 150 psi 0.04584 01 +1.20D+0.50L+1.605+1.60H 4.818 psi 150p",,i 0.03212' fLK +1.20D+1.605+0.50W+1,60H +1.20D+0.5OLr+0,50L+W+1.60H 150 003212 Kik; C U 1'pE P46� :, 0.03641 0K, +1.20D+0. 0L+0,505+W'+1.60H 18 1150 os 0.03212 0 +1.20D+0.50L4205+E+-1.60H 1111 DullHdllll4"f [�'O %ill" Iimen'1' 0.03212 C")K" 13EVH V lED FOR CODE CONA['I.JANClf: Horrie^ptred 13y: °��)�'RlGlg .. tEL/IIles DatEg: 07fi18/16 Description : FOOTING Punching Shear Load Combination- +0.90D+W+0.90H A.90D+E+0 90H 3,614 1.,)sj 1:50p si 3,614 psi 150 psi CUI°'B'R 11140 1I'°°113UHdiing 13eIII arfiinent REVHEMED FOR CODE CONA['[JANOE Reviewed l3yd��)�'IUG'lg Devles DatEg: 07/�18/16 He = Wca1csMBGRK-1,EC6 ENERCALO, INC, 11983-2015, Build.6.15A 19, Ver:6.1 5.3.3 All units k Vu I Phi*Vn Status 0.02409 OK 0.02409 OK u m m Win ■ E Y o }YIN?J�\J0l% 114f'� 'ONI1TJ�cI OO nN;IAY'\2Iv''11nSNIINNad SLLLOOI ww _ III 1��■�I �o■u U U V CJU 1JV U ,OI=.J I/ U 4l O�ll V _ ryQ E O E N U ■ r z d mu��In a a " ■ °� • , :NOd N Q350cIoNa Y �a >>8 mng C` g g C wg� �.a wg;d e. r — -------------------------------- I� 9 1-------..,, R - R f M. �m <ml Ui H I 1 < willINb' LU -------------------------------- I� 9 1-------..,, ---------------- - LU - 3a - - - ncI - - - -- - - 8, LU W- m ...._..� o V A. m off$ < �i _6 - d _ Sunni A n�S 7i"_ a l r O Q z Z 111 1--1 LLI a \ 7 i �'az .o _ _m n gmg ":m m €m u 'N <m ' „ A • 9 e s'> <'d' Q b' - - W .a & r LLI aova Y a 6 wm 9u a,� A A -.fl D � O a O O a LL _ -_ _ romu wu IT IIIII ��■ iii III m m ■ E o 'ONI1TJ�df10 flN�h'�a%'\21'fd�j'�1f�1�5NINN�d SLLOI O�ll N Z z A ww lu W o e Kd°o�� W 3 � z ul �o■ '�u N }�dIN?J0�1�4f7 " V CJU 1JV Uol=.J l/ U 4l V LLI Z — aw E :d E 1 ��■�I IIIII��11� Q ¢ as m ■ > * °� U '.SO�;�W). Nib aasodoNd Y _ ryQ �a �o a � Q ohm moi b7 o � 4 = 3 e{m �yH$-II s 1 b uj b= "IN 5] ----------. 2 IY Q AT IF =m: gm_ na "s < og'�w '81 �m. 777 _ ow„o a� boaa % <meog uu <'d' Q b' - - W .a & r LLI aova Y a 6 wm 9u a,� A A -.fl D � O a O O a LL _ -_ _ romu wu IT �a. � N Z z u W xu u E9�emr ” > `awl@�o wooF,33 e Kd°o�� W 3 � z ul au_uuu a auo a_u.a.mm3 mumaaw ...._..� ._u..0 mm p W w 0 LLI :d i b> ua� otl = t 'm Will ww r w, - w- ;I� � Q ohm moi b7 4 = 3 e{m �yH$-II s 1 b uj <'d' Q b' - - W .a & r LLI aova Y a 6 wm 9u a,� A A -.fl D � O a O O a LL _ 54 u � ow ow ai -_ _ romu wu j C m �a. � N Z z u W xu u E9�emr ” > `awl@�o wooF,33 e Kd°o�� W 3 � z ul au_uuu a auo a_u.a.mm3 mumaaw ...._..� ._u..0 mm 54 u � ow ow ai 3 � 8s ILLI _ p LLI °a i Will � Q ohm moi b7 4 = 3 e{m 0 Lbf J W 0 N 1t 6-S—A 0SH-1PD BSCC Adopting agency SFM 1 A AC DHIS AH D,WA CEC CA SL SLC 3 4 Adop� entive chapliaT . . . . ......... . .— ------ ----- . ....... ..... . .... . ......................... - - --------- IAdopt entire cha pie r —as arnended (amended secNons ilisted below) ............. Adopt only those sections that are fisted below . .. ......................... [6afifoirn !a Code of Regulations, Title 19, Divislon 1] -67hiFler / Section ----------- - - - .............. . I ... . ............. The Glf�f;mja-Codc o�f Heguialions (MR), Tide 19, Division 11 provis'ioivs Ehm we 6)und in Ow Cafiforow For Codw are a repiml lroiiii the currew CCR, '"Fille 19, Dwv,,4)n [ tem r'or fl,ie code wsv's convemence only ,'Mescup e, applicaMlityand appe,,Ak� pvoCe,,UN": <,)jr CCR. Tide R Divi, ion I oeniain the4MIC� (The pr-ovisions contained iii this appendix an, not mandatoq unless spec,ificatly i-eftmiced in the adopting ordinance. Note: See Chapter 31, Secdoit 3109qj'1he Califor-ttia Ba ildirzg Code, Title 24, Part 2.) SECrION AG100 WMAWAIA"at AG100 Pi-ivate swimirthig pools (stateivide). These r'egulw tions a) -e subject to local goo veomient The appli- i'minent cable hwlwl gove ?,eep.,eit-eirients at the finu, r#' applicationfol, 11 budeling peiwiil should be sithetl, These standat'els becoine applicable conunencing Jaivfav�, 1, 1998, to a hopnefi'n- which a a'.'oiislrucfion per, inilft)i- a new svvbtiming pool has been issued on or- a 1, Ja n - uttly 1, /9'98' AG100-1 Deflifitious. its used in Ihi,s division,, the ft),ilosting terins have thefollowing meonings: ANSPAPS11 PERFORMANCE STANDARD inef,"ins a slan- &o'd that is accr-edited by the Amei-ican Nalional 51(111dal-ds In,stieute 0NSI) andpublished by the As,s"ocialion and SpaPt-ofe ssi(mA eils�PSP), APPROVED SAFETY POOL COVE'R means as mamu'ffly or powe)-,-operaled seifen),poe,')l (',wve?- that tneels all ql'the pea fi)r- mulive stanth"n-els of the Arnevican Socielvfiai- Testing and MareiJals (ASTAI,), in twitiplitince vvith Stondat-d F 1340 -91 - ENCLOSURE ineans a fi,nce, wall o?- othei, bar'i-iei- that iso- lates a sivirnming poolftt',rn access u.) the hotne. 1,7 IT ALARMS tneans devices that rnake audible, conthai- ous alar -in soundy when an), doot- ot- window that petwiiis aa, cess the wsidtvue to the pool aa -ea, that is wvithoift anY iwetveniiip, enclova-e, is quned czar- is left (1, al'. Exit alarrns aut), be boner-), opet'atedew imq In, coptnecred to the lectric-ed I'vit-hig ,'rflhe buihlivg. )"'VB ;IC` SWIMMING POO1, ineorm aswitnining pool opet- aledfor the i4se ofthe gene)'al public with or svithoul chap-ge, 0)"./or the use of the meinbo',,rw and guests ol'a private club, Public v1s4nuning pool does itot include u swinuning pool loctued opt the A, rvunds of a pfivate single-fivldly house. SUCTION OUTLET tneons a fitfing or fixtiery t.),19icallY locetted al the botiont ot, on Ilu, siths ofa swi ninif . 11A, Pool that conducts vva re P- to a i-ccip-culwing purnpI SWIMMING POOL or- POOL, means on.), sti-iu-nov intended fiw switruning or recreational beithing that contetins wale), ovei� 18 inches (457 arts,) deep. Swimming pool includes iii. ground and above-gi-ound sirtujuws and includes, but is, not huliled m, ho( rubs, spas, pm-mble spas and nomporuiWewad- ing pools. Aiiihm-io,: Health antl Saft1v ("vada Secfie.m 18942(b) Reft,r-ene�.,: Health and Sqft,,i), Code Secfion / 15921 A/P 3,305, (Statutes 1990, C.925); Ab 2697, I'Stettwes 2012, c, 770) AGBM2 Coitstruction perinit, safety features required. Colpiniencing .hams arww 1, 2007, e.xcept as 1vovided in Section AG100.5, tviienever as building pet -mil is issued.ft)), comiruc- lion ofaa new svvimining pooiot- spa, or- nary, building pe"i'lit is issuedftw- remodeling o '(,at existing pool or -spa, (it a pi,ivate, single-ft,imily honie, it sha/1 be equipptd with (it least one of dietdlowing seven ekowning prevention sftfial,,yftcaut-es: d. Thea pool vh( ill be iso latedfi? �om access to a It om e b)�,an enclosury that ruet,ts the i-equit-ernents of Seetit'ni AG1003 2, ing that ineet's Anter-h':an Sociely,fiot, 'ming and Mare.. mals (ASTM) Spec�ficalions F 2286 srwulap-ds in 2013 CALIFORMA RESMENTIAL CODE 599 raa conjunction with as gate 0un is s,4,4/4-IoAiitl� and Sey� latching and can accommodate u, key lockable device. 3. The prciarl ,shall be equipped with an approved s(it"'Y pool e.,over that meets all requireme.,wis ofASTAI Speci- jjaajjewi,s P"' 1340 4. The residence shall be,;^ equipped ivith exit edarmss on those doors providing f1irect occess to the pool. 5. All doors provitfing direcl cit, ce ssfii un that home to the V$Alimpning pool shall be equil"Wed' svilh a wfchming, self- latching device with a release mechanism plae,,,-ed no knver slum 54 inches ( 1372 min) above thefloon 6Swirmning proal alarnis that, when placed in pool.s, "411 senend upon q1 acciderled m, unaink.,wized entrance inlo the iviver, These pool alanns shall meet and be independently certifled to the ASM Standard P' 2208 "Slandarels Specilflcatim,i ftu- Pool Alarms`„„ which includes su�fiice motion ori, pressure, soncir, laser tind inlfi-c�ired type tdorms. Por purposes ofthis article, Pool alarms " shall not include ssviniining protection alarm devit,e,s designed,lor indevidwil use, such as an akffm altacheel to a child that socouhs, when the chilcl e-xt-veds as c-ertain clistance or bec,or nes stib- warer. 7. ()ther means qfprorection, (l the degree qft,w,-ded is celued to or grewier Man, thal qt 1r,vdtml by any q1 the devices, sel fin-th in penes 1-4, and have been independently verafieel 1)), an approved resting lubororon, as nweling slatithirds for those devices established bY the ASTH or than Arne rican .Sart tory q/ Testing Alt, chanical Engineers (ASME), Prior to (lie issuance ofanyfinal af.rt7n,nw/jin- the comPle- tion qfpermirted comtruciieni or remodeling ivork, the laced building, code official shall inspect the ch -owning saf�q pre- venrion devices required by this act, and il'no violations are Authority: Health anal Sqfill,v Code Siciion 18942(b) Re rence: Health aurid Sqliety Code Se(, rim 115922' A B .3305 (Statutes 1996,, (,%925); AB 2977 (Statutes 20,00, c"926); A,B 382 (Slalutes 20,07, c--596),� AB 2697 (51anaes 2012, r. 770) AG1003 Enclosure,- required characteristics, An enclosure shall leare, all 1. Any aevess' ,cites' through the etw1asure open alva), !Tarn- the swiniaring pool and ore se l.f-closiiig with a SO'k,whiny device, phwed no le,,nver than 60 inches (1524 ntin) above tyre ground. Z A tnininum) he i3Ou of'60 inehes (1524 onin). 3, A maximinn vertical cleorancej)vm the ground to the borrom the enclosuri, ql'2 inches (51 mun). 4. Gaps or voids, Vanv, do new eillow, passage of sphere equal to orgreener than 4 inches (1112 ninz) in diameter. 5, An oulside surj'oce free ql' prorrusions, covilies or other physical chtiracteristiaw that would serve as handholds or fipotho)ds that c:whl encible a child beknv the age offiveyears' to climb over. Authority: Heofth and,Sqfiq C'ode Section 18942(b) Reftrence: Heolth and Sq/i,,iv Code Section 115923 Ah 3305, Statutes / 996, C'. 05 AG]004Agreements to build,,- notice ofprovisions. Any per- son enlering info an eigreerneni to build a swiniming pool or SIM, cn, to, engage i prni . n eined work on, a pool orspa covered 15), this, article, sill give the consumer tustice of elan require - dais crrfick% Pu,rsuant to evisting lenv, the DeparPnew q1' Health Set - vices, shall have available on the, del)artmei,Ws web site, coln- nwncin,g January 1, 2(A)7, approved pool salei), in1lbrinaliewl available fare consuiners to tic,vnhwid- Pool controuteirs are ence,mraged to share this 4xfonnarion w,vilh con,mmers regav& inn the, potential deingers a pool or spa pose,s toddlers. lldifi- tionally. pool contraelors tnay prtwide the consioner w,Wrh S"Ibriming pool sqjeIy nuiterials prothiet,djroni organizations sea as the United Staters ( ' 'onsumer Product Sa)eo, Convyll . s- st 1 017, Drosvning Prevention Foundation, (`e,diY lwnia Coalimiti ,for Children's Stifi,ty & Ilealih, Sa.fi, Kids Worl&vicle, Ass,oci- ation oParolcameoolcameol Spa Pro �,vsim �(dv ew Nee Aute-fican Acved- V Parol em"), qfflediatrics, Authority: Health and Sqfil(v Clode Section 18942(b) Re rence: Health and Salety CodeSection 115924 AB 3305 (Stomas 1996, c%925); AB 2977 2006, ,c,926,),- AB 382 (Slamles 2007, (:%596)1- AB 2697, (Statutes 2012', c. 770) AG100.5 Exem,171 facilities, The requireovenis of this article shall not apply to any ell' than fbflowing: I. Public swiniming poo& 2. IM/ nd�,,v or yjws %,W) lockhq sqlefy, co re.ry Mal co?rq)1Y with the Americto? Soviqyftv Tiwbtgp Materials Liner- gency PetIarruumce Speci, eation (ASTV ES 13-89). ,fi 3, Any pool ivithin theJuris,diction qfuny polilieail subdi- vision that adopts an ordinance fin- winuning 1,wol ,safety that includes requirentents rhat are, at least as stringent as this division, 4An apartment coniplex or anY residential sarttirr.,SM other than a shigle-janfil), home. ,A ulhoriy: Heollh and SqtaY 94,,t Code Section 182( b) Reference: Health and Sofi' �t), Code Se(:1ion 115925 Ab 3305, tSttitutes 1996, c1-925); A11211'77 (Statutes 2006, (,%926),, AB 38'2 (Stivittes 2(?07x.596): AB 26'97, (Statutes 2012, c, 7701 AG100,6 Application to facilities regulated by Department qf Social Services. This division does notapplv to culyjilcility regulated lay the Stare Dipanment ol"Social Services even it' rhe fiwility is also rase abets a private residence of the operator. Pool safeq in those,locilities shall be regulated pursuant io reguhnions adopted 1herefi)r by the State Departineon of Social Services. A'thorny: Health aml Safety Cade Section 18942(b) Reftrence: Health andStiPtV Code Section 115926 Ab 3305, Statutes 19()0, c'. 925); AB 2'977 (Statitte,y 2000 c%926)1- AB 382 (Suitutes 2007, c.596�); AB 2697, (Statiaes 2012, c, 770) 600 2�013 CALIFORNIA RESMENTIAL CODE