The URL can be used to link to this page

Home My WebLink About2704 GATEWAY RD; ; CB143052; Permit01-14-2015 City of Carlsbad 1635 Faraday Av Carlsbad, CA 92008 Cogeneration Permit Permit No:CB 143052 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: 2704 GATEWAY RD CBAD COGEN Sub Type: SOLAR 2132630900 Lot #: 0 $26,900.00 Constuction Type: NEW Reference #: WATER WORKS - SOLAR HEATING SYSTEM FOR INDOOR POOLS // ROOF-MOUNTED Status: ISSUED Applied: 11/06/2014 Entered By: SKS Plan Approved: 01/14/2015 Issued: 01/14/2015 Inspect Area: Plan Check #: Applicant: SUNTREK INDUSTRIES INC STE 215 5 HOLLAND IRVINE CA 92618-2577 949-337-9748 Owner: C B AQUATIC VENTURES LLC 25 WATERWORKS WAY IRVINE CA 92618 Building Permit $259.21 PLUMBING TOTAL $0.00 Add'l Building Permit Fee $0.00 ELECTRICAL TOTAL $0.00 Plan Check $181.45 MECHANICAL TOTAL $0.00 Add'l Plan Check Fee $33.55 Additional Fees $0.00 Plan Check Discount Strong Motion Fee Green Bldg Stands (SB1473) Fee $0.00 $3.50 $1.00 TOTAL PERMIT FEES $478.71 Total Fees: $478.71 Total Payments To Date: $478.71 Balance Due: $0.00 Inspector: FINAL APPROVAL Date: /^'Z7 •'/^ Clearance: NOTICE: Please take NOTICE that approval of your project includes the Imposition" of fees, dedications, reservations, or other exactions hereafter collectively refered to as "fees/exactions." You have 90 days from the date this permit was Issued to protest Imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth In Govemment Code Section 66020(a), and file the protest and any other required Infonnation with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. You are hereby FURTHER NOTII^IED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have previouslv been given a NOTICE similar-to this, or as to which the statute of limitations has previously otherwise expired. THE FOLLOWING APPROVALS REQUIRED PRIOR TO PERMIT ISSUANCE: •NNING •ENGINEERING 'ILOING FIRE •HEALTH QHAZMAT/APCD Plan Check No. CJb ^^ "^^^ ^ ^Cityof Carlsbad Building Permit Application 1635 Faraday Ave., Carlsbad, CA 92008 Ph: 760-602-2719 Fax:760-602-8558 email; building@carlsbadca.gov ^ www.carlsbadca.gov /y^~~^ Est. Value "Z^^^OO —P^c^-' Plan Ck. Deposit \gl . ^ f Date )eposit / j^/ • ^ JOB ADDRESS |LOT# I PHASES I# OF UNITS I/BEDROOMS SUITE#/SPACE#/UNIT# CT/PROJECT # tt BATHROOMS TENANT BUSINESS NAME CONSTR. TYPE DESCRIPTION OF WORK: /nc/ude Square Feet of Affected Area(s; EXISTING USE PROPOSED USE GARAGE (SF) PATIOS (SF) DECKS (SF) FIREPLACE YESQ# NC^ I AIR CONDITIONING YES QNO I I FlRESPRINKLERS YES I |NO| I APPLICANT NAME Primary Contact PROPERTY OWNEI ADDRESS 5 HOIUA.^ ^^'^ ADDRESS CITY STATE ZIP CITY STATE <1T ZIP PHONE FAX PHONE EMAIL EMAIL DESIGN PROFESSIONAL TIM V/. CONTRACTOR BUS. NAME ADDRESS ADDRESS 5 l/.ff^M "^^'5 CITY STATE ZIP <^l3 STATE ZIP iV- PHONE FAX PHONE FAX EMAIL EMAIL >l«l t Lll_. ft f / CLASS CITY BUS. LIC.# (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construcL alter, improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuantto the provisions ofthe Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 ofthe Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500)). i.: Workers' Compensation Declaration: //lereiy affirm under penalty of perjury one of the following declarations: 11 have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. [1 have and will maintain workers' compensation, as required Jay Section 3700 of the Labor Code, for the performance of Ihe work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Co. .<i^g^'v4^ ^O^^-f Policy No. jl ^ ^ ^ Expiration Date /'/' This section need not be completed if the permit is for one hundred dollars ($100) or less. I I Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California. WARNING: Failure to secure workers' compgpsation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand doiiars (&100,000), in addition to the cost of compensation, damages ^.firtSm^jor inSection 3706 of the<tabDr^ode, Interest and attomey's fees. • AGENT DATE » ^ . i ^ JS^ CONTRACTOR SIGNATURE —T eAaborci / hereby affimi f/iaf / am exempt from Contractor's Ucense Law for the following reason: I I I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale). I I I, as owner of the property, am exclusively contracting with licensed contractors io construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's Ucense Law). • I am exempt under Section _ _Business and Professions Code for this reason: 1.1 personally plan to provide the major labor and materials for construction of the proposed property improvement. Qves I |No 2.1 (have / have not) signed an application for a building permit for the proposed work. 3.1 have contracted with the following person (firni) to provide the proposed constmction (include name address / phone / contractors' license number): 4.1 plan to provide portions of the work, but I have hired the following person to coordinate, supen/ise and provide the major work (include name / address / phone / contractors' license number); 5.1 will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone / type of work): ^efpROPERTY OWNER SIGNATURE QAGENT DATE Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505,25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? Yes No Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? Yes No Is the facility to be constnjcted wilhin 1,000 feet of the outer boundary of a school site? Yes No IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. I hereby affirm that there is a construction lending agency for the perfomiance of the work this pennit Is issued (Sec. 3097 (I) Civil Code). Lender's Name Lender's Address I certify that I have read the application and state that the above Infoimation is conect and that the infbtmaton on the plans is accurate. I agree to comply with ail City ordinances and State laws relating to buiiding constniction. I hereby authorize lepresentative of the City of Carlsbad to enter upon the above mentioned property Ibr inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST Aa LIABILITIES JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMfT, OSHA: An OSHA pennit is required fbr excavations over 5'0' deep and demolition or constmction of stmctures over 3 stories in height. EXPIRATION; Every pennit issued by the Building Oflicial under the provisions of this Code shall expire by lirnitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such pemiit or if the building or vw4.atIIfiorized by such permit is suspended or abaria^ed at any time after the wort( is commenced for a period of 180 days (Section 106.4.4 Uniform Building Cods). APPLICANT'S SIGNATURE DATE STOP: THIS SECTION NOT REQUIRED FOR BUILDING PERMIT ISSUANCE. Complete the following ONLY if a Certificate of Occupancy will be requested at final inspection. Fax (760) 602-8560, Email buildlna(S)cai1sbacica.qov or Mall the completed form to City of Carlsbad, Building Division 1635 Faraday Avenue, Carlsbad, Califomia 92008. C0#: (Office Use Only) CONTACT NAME OCCUPANT NAME ADDRESS BUILDING ADDRESS CITY STATE CITY STATE ZIP Carlsbad CA PHONE FAX EMAIL OCCUPANT'S BUS. LIC. No. DELIVERY OPTIONS PICK UP: CONTACT (Listed above) OtXUPANT (Listed above) CONTRACTOR (On Pg. 1) IVIAIL TO: CONTACT (Listed above) CONTRACTOR (On Pg. 1) IVIAIL / FAX TO OTHER: OCCUPANT (Listed above) ASSOCIATED CB#- NO CHANGE IN USE / NO CONSTRUCTION CHANGE OF USE / NO CONSTRUCTION jgf APPLICANT'S SIGNATURE DATE Inspection List Permit*: CB143052 Type: COGEN SOLAR Date Inspection Item 01/23/2015 35 Photo Voltaic (PV) 01/23/2015 35 Photo Voltaic (PV) 01/23/2015 39 Final Electrical 01/23/2015 39 Final Electrical Inspector Act Rl PB AP Rl PB AP WATER WORKS - SOLAR HEATING SYSTEM FOR INDOOR POOLS // ROOF-M Comments PM PLEASE PM PLEASE Monday, January 26, 2015 Page 1 of 1 ... ^^H^ CARLSBAD INSPECTION RECORD Building Diy ision ••^'»'*-^««>'«'«T**->»^«^*-' a INSPECTION RECORD CARD WITH APPROVED PLANS MUST BE KEPT ON THE JOB 0 CALL BEFORE 3:30 pm FOR NEXT WORK DAY INSPECTION 0 FOR BUILDING INSPECTION CALL: 760-602-2725 OR GO TO: www.Carlsbadca.qov/BMHdinq AND CLICK ON "Request Inspection" DATE: J fU |,<- IF "YES" IS CHECKED BELOWTHAT DIVISION'S APF IF YOU HAVE ANY QUESTIONS PLEASE CALL THE AI ALL REQUIRED APPROVALS ARE SIGNED OFF- FAX BRING IN A COPY OF THIS CARD TO: 163S FARADA AT 760-602-2700 BETWEEN 7.30 AM - 8.00 AM TH CB143052 2704 GATEWAY RD WATER WORKS - SOLAR HEATING SYSTEM FOR INDOOR POOLS // ROOF-MOUNTED COGEN SOLAR Lot# SUNTREK INDUSTRIES INC PRIOR TO REQUESTING A FINAL BUILDING INSPECTION. 4S AT THE PHONE NUMBERS PROVIDED BELOW. AFTER . EMAIL TO BLDGINSPECTIONS@CARLSBADCA.GOV OR , CA 92008. BUILDING INSPECTORS CAN BE REACHED NO YES Required Prior to Requesting Building Final If Cfiecked YES Date inspector Notes 4 Pfanning/Landscape 760-944-8463 AJIow48hourj / CM&I (Engineering Inspections;) 760-438-3891 Call before 2 pm / Fire Prevention 760-602-4660 Allow 46 hours CODES BUILDING #11 FOUNDATION REV )(K!0f2 Carlsbad 14-3052 November 18, 2014 EsGil Corporation In (PartnersHip •with government for (BuiCding Safety DATE: November 18, 2014 • APPLICANT • JURIS. JURISDICTION: Carlsbad • PLAN REVIEWER • FILE PLANCHECKNO.: 14-3052 SET: I PROJECT ADDRESS: 2704 Gateway Road PROJECT NAME: Waterworks Solar Pool Heat ^ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. I I The plans transmitted herewith will substantially comply with the jurisdiction's codes when minor deficiencies identified below are resolved and checked by building department staff. I I The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. I I The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. I I The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. I I The applicant's copy of the check list has been sent to: 3 EsGil Corporation staff did not advise the applicant that the plan check has been completed. I I EsGil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Email: Mail Telephone Fax In Person • REMARKS: By: Eric Jensen Enclosures: EsGil Corporation • GA • EJ • MB • PC 11/06 Carlsbad 14-3052 November 18, 2014 [DO NOT PAY- THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLANCHECKNO.: 14-3052 PREPARED BY: Eric Jensen DATE: November 18, 2014 BUILDING ADDRESS: 2704 Gateway Road BUILDING OCCUPANCY: BUILDING PORTION AREA ( Sq. Ft.) Valuation Multiplier Reg. Mod. VALUE ($) Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code Cb By Ordinance Bldg. Permit Fee by Ordinance Plan Check Fee by Ordinance Type of Review: • Complete Review $215.00 • Structural Only • Repetitive Fee "^^^ Repeats Based on hourly rate • Other • Hourly EsGil Fee $86.00 Hrs. @ $172.00 Comments: Sheet 1 of 1 macvalue.doc + ^ CITY OF CARLSBAD PLANNING DIVISION PLANCHECK REVIEW APPROVAL P-28 Development Services Planning Division 1635 Faraday Avenue (760) 602-4610 www.carLsbadca.sov DATE: 1/7/15 PROJECT NAIVIE: SOLAR PANELS & ROOF MOUNTED EQUIPMENT PROJECT ID: PLAN CHECK NO: CB143052 SET#: ADDRESS: 2704 GATEWAY RD ^ This plan check review is complete and has been APPROVED by the PLANNING Division. By: GINA RUIZ A Final Inspection by the PLANNING Division is required • Yes ^ No You may aiso have corrections from one or more of the divisions listed below. Approval from these divisions may be required prior to the issuance of a buiiding permit. Resubmitted plans shouid include corrections from ali divisions. • This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: AARON@SUNTREKSOLAR.COIVI For questions or clarifications on tlie attached checl<list please contact the following reviewer as marked: PLANNING 760-602-4610 ENGINEERING 760-602-2750 FIRE PREVENTION 760-602-4665 rn Chris Sexton 760-602-4624 Chrls.Sexton@carlsbadca.gov r~| Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.fiov Greg Ryan 760-602-4663 Gregory.Ryan@carlsbadca.gov X Gina Ruiz 760-602-4675 Gina.Ruiz@carlsbadca.gov 1 Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.gov Q Cindy Wong 760-602-4662 Cvnthia.Wong@carlsbadca.gov Chris Garcia 760-602-4622 Chrls.Garcla@carlsbadca.gov • 1 Dominic Fieri 760-602-4664 Dominic.Flerl@carlsbadca.fiov Remarks: REVIEW #: Plan Check No. CB143052 Address 2704 GATEWAY RD Date 1/7/15 Review # 3 Planner GINA RUIZ Phone (760) 602- 4675 Type of Project & Use: SOLAR PANELS & ROOF MOUNTED EQUIPMENT Zoning: P-C General Plan: Pi Facilities Management Zone: IjO CFD (in/out) #_Date of participation: Remaining net dev acres: (For non-residential development: Type of land use created by this permit: ) 12 3 Legend: ^ Item Complete • Item Incomplete - Needs your action ^ • • Environmental Review Required: YES • NO ^ TYPE DATE OF COMPLETION: Compliance with conditions of approval? If not, state conditions which require action. Conditions of Approval: ^ • • Discretionary Action Required: YES • NO ^ TYPE APPROVAL/RESO. NO. DATE PROJECT NO. OTHER RELATED CASES: Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval: • • Coastal Zone Assessment/Compliance Project site located in Coastal Zone? YES O NO El CA Coastal Commission Authority? YES Q NO El If California Coastal Commission Authority: Contact them at - 7575 Metropolitan Drive, Suite 103, San Diego, CA 92108-4402; (619) 767-2370 Determine status (Coastal Permit Required or Exempt): T.l. EXEMPT • • Habitat Management Plan Data Entry Completed? YES • NO E If property has Habitat Type identified in Table 11 of HMP, complete HMP Permit application and assess fees in Permits Plus (A/P/Ds, Activity Maintenance, enter CB#, toolbar. Screens, HMP Fees, Enter Acres of Habitat Type impacted/taken, UPDATE!) • • Inclusionary Housing Fee required: YES • NO E (Effective date of Inclusionary Housing Ordinance - May 21, 1993.) Data Entry Completed? YES • NO • (A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing Y/N, Enter Fee, UPDATE!) • • Housing Tracking Form (form P-20) completed: YES • NO • N/A E p-28 Page 2 of 3 07/11 Site Plan: E • • City Council Policy 44 - Neighborhood Architectural Design Guidelines • • 1. Applicability: YES • NO E • • 2. Project complies: YES • NOD • • Zoning: 1. Setbacks: Front: Interior Side: Street Side: Rear: Top of slope: Required Required. Required. Required Required Shown Shown Shown Shown Shown • • 2. Accessory structure setbacks: Front: Required. Interior Side: Required. Street Side: Required Rear: Required. Structure separation: Required. Shown Shown Shown Shown Shown • • 3. Lot Coverage: Required Shown • • E EDO • • E Screening of Equipment: ADDED Required YES Shown SECTIONS NOT SHOWN SECTION 5. Parking: Spaces Required Shown (breakdown by uses for commercial and industrial projects required) Residential Guest Spaces Required Shown Additional Comments #1. ARE THE NEW ROOF MOUNTED HEATERS AND PUMPS A PART OF THIS PERMIT? IF so. PLEASE ADD SECTIONS SHOWING THAT THE NEW ROOF MOUNTED EQUIPMENT WILL BE SCREEN6B FROM VIEW FROM ADJACENT PROPERTIES/STREETS WITHIN 600 FEET. AN EXAMPLE HAS BEEN ATTACHED FOR YOUR REFERENCE. ALONG WITH THE POLICY FOR ROOF MOUNTED SCREENING & THE CONDITIONS OF APPROVAL STATING SCREENING IS REQUIRED. PLEASE BE ADVISED THIS IS A HIGHLY VISABLE AREA-ANB THE PROPERTY IS LOWER THAN THE STREET SO MORE SCREENING/ADDITIONAL PARAPET HEIGHT MAY BE NEEDED TO SCREEN THE NEW EQUIPMENT. THE SOLAR PANELS THEMSELVES DO NOT NEED TO BE SCREENED, ONLY THE NEW HEATERS/PUMPS (IF APPLICABLE^ PLANCHECK #2: THE SCREENING EXHIBIT DOES NOT SHOW HOW THE EQUIPMENT IS SCREENED AS IT DOESNT STATE WHAT-IS GOING TO SCREEN THE EQUIPMENT. A STREET VIEW HAS BEEN INCLUDED SHOWING HOW VISIBLE THE ROOF AREA IS AND HOW ADDITIONAL PARAPETS/SCREENS WILL BE REQUIRED FOR ANY PROPOSED EQUIPMENT ON THE ROOF (ALL EXISTING EQUIPMENT WAS NOT APPROVED BY PERMITS). EXCLUDING SOLAR PANELS THEMSELVES AS THEY DO NOT REQUIRE SCREENING. OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER GINA RUIZ DATE 1/7/15 p-28 Page 3 of 3 07/11 CITY CARLSBAD O F PLAN CHECK REVIEW TRANSMITTAL BUiLUING DEPT.,— COPY Community & Economic Development Department 1635 Faraday Avenue Carlsbad CA 92008 www.carlsbadca.gov DATE: 1V12/2014 PLAN CHECK NO: 1 SET#: 1 PROJECT NAME: Waterworks CBD ADDRESS: 2704 Gateway Rd PROJECT ID: CB143052 APN: • This plan check review is complete and has been APPROVED by the FIRE Division. By: GR A Final Inspection by the FIRE Division is required |^ Yes • No This plan check review is NOT COMPLETE. Items missing or incorrect are listed on the attached checklist. Please resubmit amended plans as required. Plan Check Comments have been sent to: A. HIII - suntrek ind. You may also have corrections from one or more of the divisions Usted below. Approval from these divisions may be required prior to the issuance of a building permit. Resubmitted plans should Include corrections from all divisions. For questions or clarifications on the attached checklist please contact the following reviewer as marked: PLANNING 760-602-4610 ENGINEERING 760*02-2750 FIRE PREVENTION 760*02-4665 1 1 Chris Sexton 760-602-4624 Chrls.Sexton@carlsbadca.eov 1 1 Kathleen Lawrence 760-602-2741 Kathleen.Lawrence@carlsbadca.gov X Greg Ryan 760-602-4663 Gregorv.Rvan@carlsbadca.gov 1 1 Gina Ruiz 760-602-4675 Glna.Ruiz@carlsbadca.gov 1 1 Linda Ontiveros 760-602-2773 Linda.Ontiveros@carlsbadca.eov Q Cindy Wong 760-602-4662 Cvnthia.Wong@carlsbadca.gov • • 1 1 Dominic Fieri 760-602-4664 Dominic.Fieri@carlsbadca.gov Carlsbad Fire Department BUILDING DEF COPY Plan Review Date of Report: Name: Address: Requirements Category: COGEN , SOLAR 11-12-2014 SUNTREK INDUSTRIES INC 5 HOLLAND STE 215 IRVINE CA 92618-2577 Reviewed by: Permit #: CB143052 Job Name: Job Address: WATER WORKS - SOLAR HEATING 2704 GATEWAY RD CBAD INCOMPLETE The item you have submitted for review is incomplete. At this time, this office cannot adequately conduct a review to determine compliance with the applicable codes and/or standards. Please review carefully all comments attached. Please resubmit the necessary plans and/or specifications, with changes "clouded", to this office for review and approval. Conditions: Cond: CON0007841 [NOT MET] 1. Provide the appropriate codes and standards list on the Title sheet of your submittal and include the Carlsbad Fire Code. If you cite codes and standards tiiat are not customarily a part of a municipal library sucii as ASTM, ANSI, ASME etc. tiien provide ttie text from ttiose standards to enable verification of your design. 2. Revise plans to comply with Section 605.11 ofthe California Building and Fire Codes. You should also focus on Sec. 605.11.3 Access and Pathways. Begin with a 6'0" clear perimeter around the roof edge (parapit) and 4'0" clear access pathway to and around any smoke/heat vents or skylights that could be used for ventilation. 3. Plan sheets (all) shall have a scale. Entry: 11/12/2014 By: GR Action: CO VINCI & ASSOCIATES Struchiral Cinrjineers STRUCTURAL CALCULATIONS FOR POOL THERMAL SOLAR SYSTEM Waterworks CartWbad 2704 Gateway^^ Carlsbad, /CA 92009 ENT: SunTrek 09-3457 NOV 08 ZOH 175E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 p 805.496.2100 • f 805.496.2442 • evinci@VinciSE.com DATE: 10/14/2014 PROJECT: Waterworks Carlsbad CLIENT: 2704 Gateway Road Carlsbad, CA 92009 SunTrek VINCI & ASSOCIATES SHEET S/ruc/ura/ Gncfineers JOB NO.: 175E.WILBURROAD, STE 103 -THOUSANDOAKS, CA 91360 ENGR.: p 805.496.2100 • f 805.496.2442 • evinci@VinciSE.com 09-3457 JRV DESIGN DATA: ROOF DESIGN LOAD: ROOFING ( Built Up ) SHEATHING ROOF RAFTERS / TRUSS MISCELLANEOUS ROOF RAFTER/TRUSS DESIGN DEAD LOAD CEILING & INSULATION MISCELLANEOUS DESIGN DEAD LOAD = DESIGN LIVE LOAD = DESIGN SNOW LOAD = WIND^ DESIGN CRITERIA: BASIC WIND SPEED WIND EXPOSURE NUMBER OF STORIES SOLAR MODULE Solar Module Width: Solar Module Length: = Solar Module Dead Load = Number of PV Modules = Number of PV Mounts to Roof = Solar Module Vertical Support Point Load: 15.429 ft^ (See sheet 1) x 1.50 psf TOTAL AREA OF ADDED SOLAR PANELS ( 2.00 ft X 54.0 ft) X ( 15 Modules ) = 5 2 2 1 10.0 3.25 1.25 14.5 20 0 110 c 1 psf psf psf psf psf mph in in psf 24 648 1.5 15 105 23.1 lbs 1620.0 ft^ DATE: 10/14/2014 PROJECT: Waterworks Carlsbad 2704 Gateway Road CLIENT: Carlsbad, CA 92009 SunTrek VINCI & ASSOCIATES SHEET S/ruc/ura/ Gnrpneers JOB NO. 175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR p 805.496.2100 • f 805.496.2442 • evincl@VlnclSE.com 09-3457 JRV DESIGN CONNECTfON TO ROOF TO RESIST WIND UPLIFT rnr.njKfMaitwxH) ZONE 3 UPLIFT = 49.4 psf -1.5 psf Design Force = ( Uplift x (0.6)) -1.5 psf Net Uplift = 29.6 psf 7.00 Connections per Module (MIN) 15 Modules, 105 Connections Therefore - Trib Area = 108 / 7.00 UPLIFT / CONN. = 15.4 ft^ x 29.6 psf = 457 lbs/conn For Rainbuster 12000 Adhesive FALLOW = 25 lbs/in for 24" adhesive PALLOW = 27.49" x 25 lb/in = 687.265 lbs > 457 lbs Thttraforo O.K. FACTOR OF SAFETY: F.O.S. = 1.50 > 1.5 Theroforo O.K. REFER TO NEXT SHEET FOR UPLIFT FORCE CALCUUKTIONS ZONE 2 UPLijsf = 31.2 psf -1.5 psf Design Force = ( Uplift X (0.6)) -1.5 psf Net Uplift = 17.2 psf 7.00 Connections per Module (MIN) 15 Modules, 105 Connections Therefore - Trib Area = 108 / 7.00 UPLIFT/CONN. = 15.4 ft^ x 17.2 psf = 266.1 lbs/conn For Rainbuster 12000 Adhesive FALLOW = 25 lbs/in for 24" adhesive FALLOW = 24.00" x 25 lb/in 600 lbs > 266 lbs Therafora O.K. FACTOR OF SAFETY: F.O.S. = 2.25 > 1.5 Therafora O.K. ZONE 1 UPLIFT = 22.2 psf -1.5 psf Design Force = ( Uplift x (0.6)) -1.5 psf Net Uplift = 13.3 psf 7.00 Connections per Module (MIN) 15 Modules, 105 Connections Therefore - Trib Area = 108 / 7.00 UPLIFT/CONN. = 15.4 ft^ x 13.3 psf = 205.4 lbs/conn For Rainbuster 12000 Adhesive FALLOW = 25 lbs/in for 24" adhesive FALLOW = 24.00" x 25 lb/In 600 lbs > 205 lbs Th»nifore O.K. FACTOR OF SAFETY: F.O.S. = 2.92 > 1.5 Thereforo O.K. VINCI A ASSOCIATES SXT-u-'.tvroJ «'F»fftTt**-i PRO IFPT W«S-Tt.ftKB Vtl.l.*aB. C« •'•SB* /-«| ICklT » ULIbIM 1 Wa'SE!«^dii<il"^*^<* . '.. ..ife.-^^i • - , .• PAGE >?i£&H^1^|{$a('^<^''sbad, QASSSXi^^^A DESIGN BY fn^^^lHiliiy DATE 'AOffW*:! REVIEW BY 3 IRV /ASCE 7-10/CBC 2013 INPUT DATA Exposure category (B, C or D) Importance factor, pg 77, (0.87, 1.0 or 1.15) Basic wind speed (IBC Tab 1609.3.1 Vas) Topographic factor (Sec.6.5.7.2, pg 26 * 45) Building height to eave Buiiding height to ridge Building length Building width Effective area of components (or Solar Panel area) V Kz, he hr L B A . C 1 00 110 :%i •. 14 18 54 38 108 Category II * mph Flat ft ft "ft ft ft^ DESIGN SUMMARY Max horizontal force normal to building length, L, face Max horizontal force normal to building length, B, face Max total horizontal torsional load Max total upward force 13.47 kips 10.39 kips 92.24 ft-kips 36.00 kips ANALYSIS Velocity pressure qh = 0.00256 Kh K, where: 22.64 psf qh = velocity pressure at mean roof height, h. (Eq. 6-15, page 27) K(, = velocity pressure exposure coefficient evaluated at height, h, (Tab. 6-3, Case 1 ,pg 79) = K<) = wind directionality factor. (Tab. 6-4, for building, page 80) = h = mean roof height = < 60 ft, [Satisfactory] < Min (L, B), [Satisfactory] Desiqn pressures for MWFRS P = qhI(GCp,HGCp,)] 0.86 0.85 16.00 where: p = pressure in appropriate zone. (Eq. 6-18, page 28). 10 psf (Sec. 6.1.4.1 & 6.1.4.2) G Cp, = product of gust effect factor and external pressure coefficient, see table beiow. (Fig. 6-10, page 53 & 54) G Cp, = product of gust effect factor and internal pressure coefficient.(Fig. 6-5, Enclosed Building, page 47) = 0.18 or -0.18 a = width of edge strips, Fig 6-10, note 9, page 54, MAX[ MIN(0.1B, 0.1L, 0.4h), MIN(0.04B, 0.04L), 3] = 3.80 Net Pressures (psf), Basic Load Cases Roof angle 9 = 11.89 Roof angle 0 = 0.00 Surface GCp, Net Pressure with C3Cp, Net Pressure with GCp, (+GCp,) (-GCpi) C3Cp, (+GCp,) (-GCpi) 1 0.46 6.33 14.49 0.40 4.98 13.13 2 -0.69 -19.70 -11.55 -0.69 -19.70 -11.55 3 -0.42 -13.60 -5.45 -0.37 -12.45 -4.30 4 -0.35 -12.10 -3.95 -0.29 -10.64 -2.49 1E 0.70 11.71 19.86 0.61 9.74 17.89 2E -1.07 -28.30 -20.15 -1.07 -28.30 -20.15 3E -0.60 -17.74 -9.59 -0.53 -16.08 -7.93 4E -0.53 -16.00 -7.84 -0.43 -13.81 -5.66 5 -0.45 -14.27 -6.11 -0.45 -14,27 -6.11 6 -0.45 -14.27 -6.11 -0.45 -14.27 -6.11 Net Pressures (psf). Torsional Load Cases Surface Roof an glee = 11,89 Surface GCp, Net Pressure with Surface GCp, (+GCp,) (-GCpi) IT 2T 3T 4T 0.46 -0.69 -0.42 -0.35 1.58 -4.92 -3.40 -3.02 3.62 -2.89 -1.36 -0.99 Surface Roof angle e = 0.00 Surface GCp, Net Pressure witii Surface GCp, (+GCpi) (-GCpi) 1T 2T 3T 4T 0.40 -0.69 -0.37 -0.29 1.25 -4.92 -3.11 -2.66 3.28 -2.89 -1.08 -0,62 2E 2 J ZONE 2/3 BOUNDARY REFERENCE CORNER KIND DIRECTION WIND DIRECTION REFD?ENCE CORNER WIND DIRECTION WIND DIRECTION Transverse Direction Longitudinal Direction Transverse Direction Longitudinal Direction Bosic Load Cases Torsional Load Cases 4 Basic Load Cases in Transverse Direction Basic Load Cases In Longitudinal Direction Area Pressure (k) with Area Pressure (k) with Surface (ft') (+GCpi) (-GCpi) Surface (ft') (+GCp,) (-GCpi) 1 650 4.11 9.41 1 496 2.47 6,51 2 901 -17.75 -10.40 2 839 -16.52 -9,69 3 901 -12.25 -4.91 3 839 -10.45 -3.61 4 650 -7.86 -2.56 4 496 -5.27 -1.23 IE 106 1.25 2.11 IE 112 1.10 2.01 2E 148 -4.18 -2.97 2E 210 -5.94 -4.23 3E 148 -2,62 -1.42 3E 210 -3.37 -1.66 4E 106 -1.70 -0.83 4E 112 -1.55 -0.64 V Horiz. 13.47 13.47 Horiz. 10.39 10.39 Vert. -36.00 -19.28 Vert. -35.50 -18.77 Min. wind Horiz, 9.72 9.72 Min, wind Horiz. 6.08 6,08 Sec, 6.1,4,1 Vert. -20,52 -20.52 Sec, 6,1,4,1 Vert. -20,52 -20.52 Torsional Load Cases in Transverse Direction Torsional Load Cases In Longitudinal Direction Surface Area Pressure (li) with Torsion (fi-k) Surface Area Pressure (k)wi«h Torsion (ft-k) Surface (ft') (+GCpi) {-GCp,) (+GCp,) (-GCpi) Surface (ft') (+GCpi) (-GCpi) (+GCp,) (-GCp,) 1 272 1,72 3.93 20 46 1 192 0.95 2.52 5 14 2 377 -7.42 -4.35 -18 -10 2 629 -12.39 -7.26 34 20 3 377 -5.12 -2.05 12 5 3 629 -7.83 -2.71 -22 -8 4 272 -3.29 -1.07 38 12 4 192 -2.04 -0.48 11 3 IE 106 1.25 2.11 29 49 IE 112 1.10 2.01 17 30 2E 148 -4.18 -2.97 -20 -14 2E 210 -5.94 -4.23 17 12 3E 148 -2.62 -1.42 13 7 3E 210 -3,37 -1.66 -9 -5 4E 106 -1.70 -0.83 39 19 4E 112 -1,55 -0.64 24 10 IT 378 0.60 1.37 -8 -18 IT 304 0.38 1.00 -3 -9 2T 524 -2,58 -1.51 7 4 2T 839 -4.13 -2.42 -23 -13 3T 524 -1.78 -0.71 -5 -2 3T 839 -2.61 -0.90 15 5 4T 378 -1.14 -0.37 -15 -5 4T 304 -0.81 -0.19 -7 -2 Total Horiz. Torsional Load , MT 92 92 Total Horiz. Torsional Load, Mr 57.3 57.3 Design pressures for comoonents and cladding P = qhI(G Cp).{G Cp,)] where: p = pressure on component. (Eq. 6-22, pg 28) Pmin= 10.00 psf (Sec. 6.1.4,2, pg 21) G Cp = external pressure coefficient. see table beiow, (Fig. 6-11, page 55-58) Walls T"" Zone I Zonel 2 1 — Id 1 = 1 = l'\--2- Roof fi<7' Roof fl>7' Effective Area (ft') Zonel Zone 2 Zone 3 Zone 4 Zone 5 Effective Area (ft') GCp -GCp GCp -GCp GCp -GCp GCp -GCp GCp -GCp Comp. 108 0.30 -0.80 0.30 -1.20 0.30 -2.00 0.82 -0.92 0.82 -1.04 Comp. & Cladding Pressure (psf) Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 Comp. & Cladding Pressure (psf) Posltfvs Negative Posntva Negative PosltIv* Negative Poattlve Negative PoBltlve Negative Comp. & Cladding Pressure (psf) 10.87 -22.19 10.87 -31,25 10.87 -49.36 22,59 -24.85 22,59 -27.51 Note: If the effective area is roof Solar Panel area, the only zone 1, 2 , or 3 apply. DATE: 10/14/2014 PROJECT: Waterworks Carlsbad 2704 Gateway Road Carlsbad, CA 92009 CLIENT: SunTrek VINCI & ASSOCIATES StrucluraJ Gnrfineers 175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 p 805.496.2100 • f 805.496.2442 • e vinci@VinciSE,com SHEET: JOB NO.: 09-3457 ENGR,: JRV LATERAL FORCES: (Base Shear Calculations - 2013 CBC) SEISMIC: Site Class: D (Use D if unknown) Si= 0.402 (USGS Software) Fv= 1.5 (Table 1613.3.3(2)) I = 1.0 (Table 11.5-1 ASCE 7-10) R= 6.5 (Table 12.2-1 ASCE 7-10) SMS= Fa*Ss= 1.036 (Eq. 16-37) SMI= FV*SI= 0.603 (Eq. 16-38) TL = 8 s (Figure 22-12 ASCE 7-10) T = C,*(hn)''= 0.145 s (Eq. 12.8-7) hn= 14.0 ft * *GOVERNS * * Ss= 1.04 (USGS Software) Fa= 1.0 (Table 1613.3.3(1)) SDS - SDI - C,= X = ^Iz * SMS - ^/s * SMI ~ 0.69 0.40 (Eq. 16-39) (Eq. 16-40) 0.02 (Table 12.8-2 ASCE 7-10) 0.75 (Table 12.8-2 ASCE 7-10) VM,N =(SDS)/(R/I) = 0.11 W (Eq. 12.8-2 ASCE 7-10) NEED NOT EXCEED: IF T <TL USE: V = (SDI)/T*(R/I) = IFT;>TL USE: V = (SDinTL)/-p*(R/i) = SHALL NOT BE LESS THAN: V = 0.43 W 23.61 W 0.01 W (Eq. 12.8-3 ASCE 7-10) (Eq. 12.8-4 ASCE 7-10) (Eq. 12.8-5 ASCE 7-10) Design Maps Summary Report Page 1 ofl QSGS; Design Maps Summary Report User-Specified Input Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 33.12904°N, 117.25214°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III 1 2 S mapquest \ USGS-Provided Output Ss = 1.036 g Si = 0.402 g S„s= 1.125 g S„i = 0.643 g SDS = 0.750 g SDI = 0.428 g For information on how the SS and SI values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCER Response Spectrum 0.00 0.00 0.20 o.«o o.eo o.eo i.oo 1.20 no i.eo i.so 2.00 Period, T (sec) Design Response Spectrum n 0.00 1.00 0.20 0.40 o.eo o.eo 1.00 1.20 no i.eo i.so 2.00 Period, T (sec) Although this information is a product ofthe U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject-matter l<nowledge. http://ehp3-earthqiiake.wr.usgs.gov/desigmnaps/us/surnmary.php?template=minimal&lati... 10/14/2014 DATE: 10/14/2014 PROJECT: Waterworks Carlsbad 2704 Gateway Road Carlsbad, CA 92009 VINCI & ASSOCIATES S/ruc/ura/ Cinqineers 175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 p 805.496.2100 • f 805.496.2442 • evinci@VinciSE.com SHEET: JOB NO.: 09-3457 ENGR.: JRV CLIENT: SunTrok LATERAL FORCES 2013 CBC: (BASE SHEAR - Conservative) Fi SEISMIC BASE SHEAR: V = 0.11 W (SEE PREVIOUS) ROOF = WALLS = WIND LOADS: Ps = Akz, LPS3O (Eq. 6-1) A= 1.21 Ps3aA = lw= 1.00 Ps30B = kzt= 1.00 Ps30C = Ps30D • 19.20- -10.00 12.70 -5.90 psf psf psf psf FIULT: FIASD- (4 ft + 14ft/2)x (23.2704psf+12.12 psf ) 389.29 lb/ft X 0.6 15 7 21.5 0.106 7 ^;:IROOF= 4.0 ft / hi = 14.0 ft PSF 2.28 PSF PsA 23.27 psf PsB -12.12 psf Psc 15.39 psf PsD -7.15 psf 389 lb/ft Governs 234 lb/ft DATE: 10/14/2014 PROJECT: Waterworks Carlsbad 2704 Gateway Road Carlsbad, CA 92009 VINCI & ASSOCIATES S/ruc/ura/ Gnqineers 175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 p 805.496.2100 • f 805.496.2442 • evinci@VinciSE.com SHEET: JOB NO.: ENGR.: 8 09-3457 JRV CLIENT: SunTrek CHECK IMPACT OF NEW SOLAR PANELS ON SEISMIC LOAD C • r SCH «pvc suMny « Eot»>Me>jt mkK MTV- • • ^PWWtT WALL . %HI>aoOSTE.RPUWP' TOTAL ROOF AREA: ( 90.0ft X 121 ft ) + ( Oft X 0.0ft (0.0 ft X 0.0 ft ) + ( 0.0 ft X 0.0 ft EXISTING ESTIMATED SEISMIC LOAD (BASE SHEAR) ) + ) = 10920 ft^ 10920 ft 2.28 psf 24946.9 lbs AREA OF ADDED SOLAR PANELS ( 54.00 ft X 2.00 ft) X ( 15 PANELS ) = 1620.0 ft^ WEIGHT OF PANELS: 1.5 psf ADDED SEISMIC LOAD: 1.5 psf X % INCREASE = 1620.0 ft^ X 0.11 258.2 24946.88 258.2 lbs 1.0% < 10% Therefore O.K. DATE: 10/14/2014 PROJECT: Waterworks Carlsbad 2704 Gateway Road Carlsbad, CA 92009 VINCI & ASSOCIATES SHEET S/ruc/ura/ Cinqineers JOB NO.: 175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.: p 805.496.2100 • f 805.496.2442 • evinci@VinciSE.com 09-3457 JRV CLIENT: SunTrek CHECK IMPACT OF NEW SOLAR PANELS ON GRAVITY LOAD T Sf»* 40 PVT BllPPiy ft RETUBN PIPING TD POOL ^ FOU#»MCMT*nEA. *5TW -V"^ • • FCXH. WATTRONRO HHPBOOCTBIPUMF - HHPeOOSTFPPUMp. POOL rawfwcMTBai TOTAL ROOF AREA: ( 90.0 ft X 121 ft ) + ( Oft (0.0ft X 0.0ft ) + ( 0.0ft EXISTING ESTIMATED ROOF DEAD LOAD X X 10920 ft 14.50 psf 0.0 ft ) + 0.0 ft ) = 158340 lbs AREA OF ADDED SOLAR PANELS ( 54.00 ft X 2.00 ft) X ( 15 PANELS ) = WEIGHT OF PANELS: 1.5 psf ADDED GRAVITY LOAD: 1.5 psf X % INCREASE = 10920 ft^ 1620.0 ft^ 1620.0 ft^ X 1.00 2430.0 158340 2430.0 lbs 1.5% < 10% Therefore O.K. WATERWORKS CARLSBAD 2704 GATEWAY ROAD CARLSBAD, CA 92009 POOL THERMAL SOLAR SYSTEM City of Carlsbad Building Division JAN 14 2015 APPROVED BY ISSUED BY PROJECT LOCATION POOL 1 SITE LOCATION (D SCOPE OF WORK 1. THE DESIGN BUILD CONTRACTORS SHALL FURNISH AND INSTALL SWIMMING POOL SOLAR HEATING SYSTEM, INCLUDING. BUT NOT LIMITED TO: SOLAR COLLECTORS, ASSOCIATED MANIFOLDS, SOLAR COLLECTOR CONNECTION HARDWARE, SOLAR COLLECTOR MOUNTING/INSTALLATION HARDWARE, DIGITAL SOLAR CONTROL SYSTEM, AND ALL APPURTENANCES. 2. FURNISH AND INSTALL DIGfTAL SOLAR CONTROLLER AC POWER AND ROOF TOP SENSOR SHALL BE LOCATED ON THE POOL EQUIPMENT BUILDING ROOF. 3. FURNISH AND INSTALL ROOF SUPPORTS AND COLLECTOR ANCHORS. 4. FURNISH AND INSTALL PIPE FASTENERS, MOUNTING HARDWARE, AND RIGID PIPE CLAMPS FOR PIPING UPTHE WALL. POOL SYSTEM SIZE: 1500 SQFT OPTIMUM FLOW RATE: 150-225 GPM DESIGN FLOW RATE: 187GPM SHEET INDEX PT-1 VICINITY MAPAND PROJECT LOCATION PT.2 PARTIAL ROOF PLAN - POOL THERMAL SYSTEM PT.3 SYSTEM FLOW DIAGRAM PT4 ATTACHMENT DETAIL PT.5 CO^^•ROUPUMP SPEC SHEET PT.6 COLLECTOR/MANIFOLD SPEC SHEET PT-7 PUMP WIRING DIAGRAM STANDARDS ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE APPLICABLE EDITIONS OF ALL NATIONAL, STATE, AND LOCAL CODES, LAWS, REGULATIONS, AND ORDINANCES, INCLUDING THE FOLLOWING: AMERICAN NATIONAL STANDARDS INSTrTUTE (ANSI) AMERICAN SOCIETY OF TESTING MATERIALS (ASTM) AMERICAN WATERWORKS ASSOCIATION (AWA) AMERICAN WELDING SOCIETY(AWS) 2013 CALIFORNIA ELECTRICAL CODE (CEC) DELIVERY, STORAGE, AND INSTALLATION SHALL COMPLYWITH SPECIFICATION SECTION 13563. ALL PIPING SHALL BE SCHEDULE 40 PVCJ^STM FITTINGS, SOLVENT WELDED. PROJECT SHALL COMPLY WITH THE 2013 CALIFORNIA BUILDING, RESIDENTIAL, ELECTRICAL, AND PLUMBING ENERGY CODES. CARBON MONOXIDE ALARMS ARE REQUIRED TO BE INSTALLED IN EXISTING DWELLING UNITS OR SLEEPING UNITS WITH A FOSSIL FUELBURNING HEATER ORAPPLIANCE, FIREPLACE, ATTACHED GARAGE. CARBON MONOXIDE ALARM SHALL BE LOCATED IN EACH AREAGMNG ACCESS TO A SLEEPING ROOM AND ON EACH STORY DWELLINGS WfTH MORE THAN ONE STORY CARBON MONOXIDE ALARMS ARE PERMITTED TO BE SOLELY BATTERY OPERATED WHERE NO CONSTRUCTION IS TAKING PLACE. OCCUPANCY GROUP: A.3/B CONSTRUCTION TYPE: V/B PROJECT LOCATION 1 —. W i' VICINITY MAP ($) SUNTREK Your Solar Energy Company SUNTREK INDUSTRIES 5 HOLLAND #215 IRVINE, CA 92618 C-46 Lie. #859460 (949) 348-9276 PROJECT POOLTHERMAL SOLAR SYSTEM LOCATION Q < OQ CO _l < o CO o I LU Q O) < O a: <j> I— 5co NOV 06 DESIGNER ARI GONZALEZ COVER PAGE SITE PLAN REVISIONS ?014 my SHEET NO. E NORTH PARAPET WALL PARAPET WALL ONLY C I AT E S ID OAKS, CA 91360 inci@VinciSE.com SOLAR COLLECTORS TYPICAL ADHESIVE CONNECTION PT.4 y FOR ALL COLLECTORS EVERY 3" BALLASTED SYSTEM POOL HEATER ON ROOF 72 HP BOOSTER PUMP ON ROOF 'A HP BOOSTER PUMP ON ROOF POOL EQUIPMENT BELOW ROOF PLAN - POOL THERMAL SYSTEM POOL1 TRUE NORTH SUNTREK Your Solar Energy Company SUNTREK INDUSTRIES 5 HOLLAND #215 IRVINE, CA 92618 C-46 LIC. #859460 (949) 348-9276 PROJECT POOL THERMAL SOLAR SYSTEM LOCATION Q < CD CO —I < O CO a: o I LU Q Oi < o IS LU Q < !< CQ CM O DESIGNER ARI GONZALEZ SITE PLAN REVISIONS SHEET NO. PT-2 pnni THERM MOUNTING NOTF.S ROOF TYPE: TAR AND GRAVEL MODULE WEIGHT 1.5 PSF WITH WATER POOL SYSTEM SIZE: 1500 SQFT OPTIMUM FLOW RATE: 150-225 GPM DESIGN FLOW RATE: 187GPM NOTES: 1. CONTROL WIRING CONNECTS TO LINE SIDE OF EXISTING POOL PUMP TIME CLOCK. 240V AC 2. ALL ROOF PIPING SHALL BE BLACK SCH. 40 PVC ASTM FITTINGS, SOLVENT WELDED 3. ALL PIPING FROM EQUIPMENT TO ROOF SHALL BE SCH. 40 PVC ASTM FITTINGS, SOLVENT WELDED 4. FILTF?ATION FLOW RATES WILL NOT BE AFFECTED BY THE SOLAR POOL SYSTEM VACUUM RELIEF VALVE (TYP) SOLAR TEMPERATURE SENSOR SOLAR COLLECTOR & MANIFOLD ON ROOF ® SOLAR DIGITAL CONTROL PANEL 120 V GATE VALVE CHECK VALVE FROM POOL FILTER OUTLET (2) 72 HP BOOSTER PUMP 3 TIED TO GAS HEATER CHECK VALVE WATER TEMPERATURE SENSOR SYSTEM FLOW DIAGRAM SUNTREK Your Solar Energy Company SUNTREK INDUSTRIES 5 HOLLAND #215 IRVINE, CA 92618 C-46 LIC. #859460 (949) 348-9276 PROJECT POOL THERMAL SOLAR SYSTEM LOCATION Q < CD CO _l a: < o CO :^ LU D O) < ° LU Q < < CQ o a: < DESIGNER ARI GONZALEZ SYSTEM FLOW DIAGRAM REVISIONS SHEET NO. PT-3 5'-0-O.C. COLLECTOR MANIFOLD OR SWS/SWR PIPING GATE CLAMP (TYP. FOR EACH HEADER) 1/2" RGS PIPE TAR & GRAVEL ROOF EPDM ELASTOMER WATER TUBING, SEE DETAIL 'D', SHEET PT-3 -1/2" RGS PIPE ROOF ADHESIVE FOR WITH OF COLLECTOR ARRAY. TOP RAINBUSTER 12000, SILICON ELASTOMERIC ADHESIVE SEALANT MSOLARCOLLEC BALLASTED SYSTEM STRUCT VINCI & Sirucluri. 175 E. WILBUR ROAD, SUITE H P- 805.496.2100 MOUNTING DETAIL ONLY C I A T E S ISAh D OAKS, CA 91360 \ nci@VlnclSE.com % RalnBuster 12000 RainBuster 12000 RTV Silicone Sealant/Adhesive is an acetoxy-based high performance sealant/adhesive designed to prevent leaks, ft is formulated with 100% silicone and is NSF approved for food service areas. Ideal for use in window glazing, spa manufac^ring and perimeter sealing in varied Industrial applications. Available in clear and colors. Contact Top Industrial at 1.800.473.1617 for more information. Meets the Qualifications of: FDA (Food and Drug Administration): 21 CFR 175.105 and 21 CFR 177.2600 National Sanitation Foundation (NSF) Standard 51 B\ ADHESIVE SPEC SUNTREK Yoar Solar Energy Company SUNTREK INDUSTRIES 5 HOLLAND #215 IRVINE, CA 92618 C-46 LIC. #859460 (949) 348-9276 PROJECT POOL THERMAL SOLAR SYSTEM LOCATION Q < CD CO —I < o CO :^ LU Q O) < O a: o) 5 CD CM O DESIGNER ARI GONZALEZ ATTACHMENT DETAIL REVISIONS SHEET NO. PT-4 WhisperFIOHigh Performance Pump Quiet. Efficient. Durable. The WhisperPTqDump delivers maximum circulation efficiency at tlie lowest operating cost and long, trouble- free life with minimal maintenance. Our legendary hydraulic design has been ref ned over 40 years for superior performance. No wonder more than 2 million Pentair pumps have been selected by poo! professional|| • Unique FunnelFladiffuser and high-efficiency || n impeller maximize water flow and energy efficiency while minimizing turbulence and noise. • Energy-efficient motor with commercial-grade frame, rustproof stainless steel shaft, and permanently lubricated, sealed bearings for long life. • Available in single-speed and two-speed models. • Ideal for pool and spa combinations and for operating in-f oor cleaning systems. • One-year limited warranty. See wan'anty for details. Performance Curves 3 HP Sp««j 2 HP H9I Speed I!,« HP Hi^ Spcwj I HP SpMd 'A HP Hl# SpMd I,* HP Hi^ Sp«»J Available Pentair Pool Products* A A CIRCULATION PUMP Solar Collectors- Additional Notes; 1. Solar Collectors lay flat on roof NOTTO EXCEED 3'MIGHT FROM ROOF SURFACE. OR MAX BUILDING HEIGHT 2. Solar Collectors will not exceed maximum building height 3. Solar Energy appurtenances shall be screened to the maximum extent possible without compromising the effectiveness of the solar collectors and shall be painted a color similar to the color of the surface upon which they are mounted. 4. All PVC piping exposed to sunlight shall be protected from UV radiation. 5. A time switch or similar control mechanism shall be installed (existing) as a part of the pool water circulation control system that will allow the pump to be set or programmed to nin only during off-peal< electric demand period, and for the minimum time necessary to maintain the water conditbn required by applicable public health standards. Sec.114(b)3ii, 2008 Building Efficiency Standards.. Max Building Height B ASOLAR COLLECTOR DEPICTION AND NOTES SolarTouch Control Panel Solqri ouch Water 60F Target Temp 80F System Status eoo« . OPERATION- Menu: Press to access menu and scroll through options. Less/More: Press arrows to lower or raise target temperature. Move cursor up/down to adjust setting within menus. Enter: Press to select a menu item. Save a setting. Disable and Re-Enable SolarTouch system: Press and hold Enter tor three seconds. FOfBuppVM Rflinproirf (TYPE 3) Conlrot Patwl In indoor <K outdoor ues,3ujUM«Ici •Miraning pool.spa lppkcation«. ELECTRICAL RATINGS: INPUT POWER; 120 VAC .4AMP cr Z40VAC, iAMP HV£0 hi, COWttCT TO OWE SOUflCE OliY, SEE AC WIRING DIAGRAM IMSIDE EIJCLOSURE. OUTPUTS: LOW VOLTAGE: 24 VAC WGH VOLTA^: I30UTED DRV CONTACT- MAKMUM 240 VAC, 50^ HZ, 10 AhlP PER RELAY CONTACT OUTPUT Pentair Water (T) Liquid Crystal Display (LCD): The system LCD displays backlighting for easy viewing ofthe menu items and status messages. Each button press will light the display. When an event message is displayed, the backlight will also be on. (2) System Status LED indicator: When indicator is green, the system is running normally. If indicator is red an error occurred. See page 10 for error conditions. (3) Menu Button: Access Main Menu and exit menus. Press and hold this button to access the Advanced Menu. Scroll through menu options. While in a menu or sub- menu, access a previous menu level or item. If no menu activity is detected after 30 seconds, the main screen is displayed. All menu settings are permanently saved and retained even after the unit is power off. (4) Less / More buttons: Lower or Raise target water temperature. Move cursor Up/Down to adjust menu setting within menus. (5) Enter button: Select a menu item and save a menu setting. Press this button to view Solar water set point temperature setting. The display will automatically revert back to the monitoring water and solar temperatures after 30 seconds from the last selection. Note: Press and hold the Enter button to disable Heating, Cooling and Freeze Protect (display shows "SolarTouch Disabled"). Press and hold the Enter button again to enable SolarTouch. C^SOLAR CONTROL SUNTREK Your Solar Energy Company SUNTREK INDUSTRIES 5 HOLLAND #215 IRVINE, CA 92618 C-46 LIC. #859460 (949) 348-9276 PROJECT POOL THERMAL SOLAR SYSTEM LOCATION Q < CQ CO —I < o CO )^ Ul Q O) < ° a: 05 < I— *t CM O DESIGNER ARI GONZALEZ CONTROL/PUMP SPEC SHEET REVISIONS SHEET NO. PT-5 SRCCSearch Collector Record Detail https://secureclb.fsec.ucf.edu/srcc/coll_detail?srcc_id=2005004A SOLAR COLLECTOR CERTIFICATION AND RATING CERTIFIED SOLAR COLLECTOR BRCCl SUPPLIER: Suntrek Industries, Inc 5 HoUand, Building 215 Irvine, CA 92618 USA MODEL: COLLECTOR TYPE: SunTrek Unglazed Flat-Plate SRCC OG-100 CERTIFICATION#: 2005004A ALL SIZES OFTHIS COLLECTOR MODS. ARE CERTIFIED COLLECTOR THERMAL PERFORMANCE RATING 1 Megajaules Per Square Meter Per Day ThousandsofBTUPerSquareFootPerDay | 1 CATEGORY (Ti-Ta) CLEAR DAY MILDLY CLOUDY CLOUDY DAY CATEGORY (Ti-Ta) CLEAR DAY MILDLY CLOUDY CLOUDY 1 DAY A (-5"C) 19.7 15.7 11.8 A (-9°F) 1.7 1.4 1.0 1 B (5-C) 12.7 8.9 5.1 B (9°r) 1.1 0.8 0.4 |c (20 °C) 5.5 2.2 0.0 C (36 "F) O.S 0.2 0.0 j p (50 °C) 0.0 0.0 0.0 D (90 "F) 0.0 0.0 0 |E (80 °Cl 0.0 0.0 0.0 E (1*1 "F) 0.0 0.0 0.0 1 A- Pool Heatmg (Warro Climate) B- Pool Heating (Cool Climate) C- Water Heating (Wann Climate) D- Water Heating (Cool Climate) E- Air Conditioning Original Ortification Date: 10 -JUN-05 COLLECTOR SPECIFICATIONS GrosiArea: 3.869m^ 41.64«' Dry Weight: 21.3 kg 47.1b Test Pressure; 414. KPa 60. psig COLLECTOR MATERIALS Frame: None Cover (Outer): None Cover (Inner): None Net Aperature Area: 3.87 41.64 ft^ Fluid Capacity: 8.7 liter 2.3 gal Pressure Drop Flow AP mils gpm Pa inHjO V 11. . . . Tube-EPDM/ Absorber Matenal: ^, Plate - None Absorber Coating: None TECHNICAL INFORMATION EfQcieucy Equation [NOTE: Based on gross area and (P)=Ti-Ta] SI UMTS: I p vrms: q=0.8S6 q=0.8S6 -17J3390 (P)/I -3.15906 (P)/I 0.03856 CP)^/I 0.00377 (ffa Insulation Side: Insulation Back: Y INTERCEPT 0.860 0.860 None None SLOPE -17.678 W/m'.°C -3.114 Btu/hr.ft^.°F Incident Angle Modifier [(S)=iycose - 1,0=<8<=60''] Kto= 1 -0.083 (S) 0.059 (S)^ KTO=1 -0.03 (S) Linear Fit REMARKS: Tests conducted outdoois. Model Tested: Test Fluid: Test Flow Rate: SunTrek Water 70.1 ml/sjn^ 0.1032 gpm/tf Technical Specifications for Suntreic Solar Pool Collectors SUNTREK Your Solar Energy Compai^ Collector: E)(truded Ethylene Propylene Diene Monomer (EPDM) elastomer extrusion Water channel: ID = .190", OD = .333" Weight: 11b. per square foot dry, 1.5 Ib. per square foot wet Manifold: Polypropylene; 2" in diameter, 72 channels Maximum operating temperature: 160° Maximum operating pressure: 40 psi BTU rating: 1024 sqft/day Optimum flow rate: 1 gpm per 0.1 sqft 1 sq. foot Volumetric capacity = .053 +/- 2% US Gallons (.201 +/- 2% Liters) Made in the USA US Patent #: Des. 420,420 Head Loss: .008' per sqft @. 1 gp m per sqft - 6.0"- .190" EPDM Elastomer Water Channels • 28"- 24"- One Piece Polypropylene Manifold Engineered for maximum performance, Suntrek solar pool heaters are designed unique continuous turbulent flow water channels, this innovative design improves the transformation of solar energy into thermal energy for heating your pool water The material used for the Suntrel< thermal heater is EPDM elastomer, which under normal operating conditions will have a useful Ife of more than 20 years. The Suntrek heater becomes virtually a permanent part of your pool and adds considerable value to your home or business. Corporate Headquarters: 5 Holland #215 Irvine, CA 92618 (949) 348-9276 Fax (949) 348-1626 www.sijntreksolar.com SOLAR COLLECTOR & MANIFOLD DETAIL NO SCALE SUNTREK Yoor Sohtr Energy Campatty SUNTREK INDUSTRIES 5 HOLLAND #215 IRVINE, CA 92618 C-46 LIC. #859460 (949) 348-9276 PROJECT POOL THERMAL SOLAR SYSTEM LOCATION Q < CO a: < o CO )^ o I LU Q 03 < ° 1" I— *^ CM O DESIGNER ARI GONZALEZ COLLECTOR SPEC SHEETS REVISIONS SHEET NO. PT-6 Solar pump wiring (Disables solar cx:)ntrol and solar pump when the primary pool pump is shut off.) Suntouch Solar Control pump •5 CO 0 Transformer 240V ' Booster punp relay NVO Primary Pool Pump Pool Timedock ^ - CM S 2 1 .i 1 A/C Sub Panel Une1 240vpooi pump breakers 240v solar pump breakers 240v solar pump breakets Une 2 240vpooi pump breakers 240v solar pump breakers 240v solar pump breakets Line 1 240vpooi pump breakers 240v solar pump breakers 240v solar pump breakets Line 2 240vpooi pump breakers 240v solar pump breakers 240v solar pump breakets Line 1 240vpooi pump breakers 240v solar pump breakers 240v solar pump breakets Line 2 240vpooi pump breakers 240v solar pump breakers 240v solar pump breakets WIRING DIAGRAM SUNTREK Your Solar Energy Company SUNTREK INDUSTRIES 5 HOLLAND #215 IRVINE, CA 92618 C-46 LIC. #859460 (949) 348-9276 PROJECT POOL THERMAL SOLAR SYSTEM LOCATION Q < OQ CO _l < o w a: o I LJJ Q 03 < ° Cfl o) I" I— CM O DESIGNER ARI GONZALEZ PUMP WIRING DIAGRAM REVISIONS SHEET NO. PT-7 CB143052 2704 GATEWAY RD SOLAR HEATING ' Final Inspection required by: a Plan • CM&I • Fire a SW •ISSUED GCV. Approved Date By BUILDING PLANNING ENGINEERING FIRE Expedite? Y N It /IT-/ DIGrTAL FILES Required? Y N HazMat APCD Health Forms/Fees Sent Reed Due? By Encina Y N Fire Y N HazHealthAPCD Y N PE&M Y N School Y N Sewer Y N Stormwater Y N Special Inspection Y N CFD: Y N LandUse: Density: ImpArea: FY; Annex: Factor: PFF: Y N Comments Date Date Date Date Building Planning IZ'I'N Engineering Fire Need7 • Done • Done • Done