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2708 GATEWAY RD; ; CBC2020-0275; Permit
Building Permit Finaled (b ty of Carlsbad Commercial Permit Print Date: 01/08/2021 Permit No: CBC2020-0275 Job Address: 2708 GATEWAY RD, CARLSBAD, CA 92009-1730 Status: Closed - Finaled Permit Type: BLDG-Commercial Work Class: Cogen Parcel #: 2132631100 Track U: Applied: 07/14/2020 Valuation: $16,000.00 Lot U: Issued: 10/06/2020 Occupancy Group: Project U: Finaled Close Out: #of Dwelling Units: Plan U: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check U: Inspector: Plan Check U: Final Inspection: 01/08/2021 Project Title: Description: C3 CHURCH: 40 ROOF MOUNT SOLAR MODULES, 14.6KW Applicant: - Property Owner: VISTA SOLAR INC C3 CHURCH CHRISTOPHER BIALY 7675 DAGGET ST, U 100 2985 KIFER RD SAN DIEGO, CA 92111-2200 SANTA CLARA, CA 95051-0802 (760) 804-8524 (310) 210-1830 FEE AMOUNT BUILDING PERMIT FEE ($2000+) BUILDING PLAN CHECK FEE (BLDG) MANUAL BLDG PLAN CHECK FEE SB1473 GREEN BUILDING STATE STANDARDS FEE STRONG MOTIONCOMMERCIAL $168.18 $117.73 $51.02 $1.00 $4.48 Total Fees: $342.41 Total Payments To Date: $342.41 Balance Due: $0.00 Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exaction." 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 Government Code Section 66020(a), and file the protest and any other required information 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 NOTIFIED 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. you have previously been given a NOTICE similar to this, or as to which the statute of limitation has previously otherwise expired. Building Division Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-2700 1 760-602-8560 f 1 www.carlsbadca.gov (City of Carlsbad COMMERCIAL BUILDING PERMIT APPLICATION B-2 Plan Check CWZ=— 02.25 Est. Value PC Deposit Date 1—I9-23 Job Address 2708 GATEWAY ROAD BUILDING C Suite: APN: 2126311 Tenant Name: ca CHURCH SAN DIEGO cT/Project#: Lot #:________ Occupancy:B, A3 Construction Type: IIlB Fire Sprinklers: 0 YES 0 NO Air Conditioning: 0 YES O NO BRIEF DESCRIPTION OF WORK: INSTALLING A ROOFTOP PHOTOVOLTAIC SOLAR SYSTEM i:i Addition/New: New SF and Use, _New SF and Use, Deck SF, Patio Cover SF (not including flatwork) 0 Tenant Improvement: SF, Existing Use Proposed Use SF, Existing Use Proposed Use 0 Pool/Spa: SF Additional Gas or Electrical Features? El Solar: 14.6 KW, 40 Modules, ROOF Mounted, Tilt: ®YON, RMA:OY€N, Panel Upgrade: OY@N 0 Plumbing/Mechanical/Electrical Only: Other: APPLICANT (PRIMARY CONTACT) PROPERTY OWNER Jeiame: C3 CHURCH SAN DIEGO Address: 2985 KIFER RD Address: 2716 GATEWAY RD City: SANTA CLARA State: CA Zip: 95051 City: CARLSBAD State: CA Zip: 92009 Phone: 310-210-1830 Phone: 858-300-2581 Email: Email: jesse@awakenchurch.com €r1'T. ,. DESIGN PROFESSIONAL CONTRACTOR BUSINESS Name: KRAMER PV ASSOCIATES Name: VISTA SOLAR INC DBA CENTRICA BUSINESS SOLUTIONS Address: 1163 MAIN ST, SUITE B Address: 2985 KIFER RD City: MORRO BAY State: CA Zip: 93442 City: SANTA CLARA State: CA Zip: 95051 Phone: 805-704-8107 Phone: 310.2101830 Email: geoff@kramerpv.com Email: christopher.bialy@centrica.com BL0S008173 Architect State License: E21305 State License: 913360 Bus. LIcejse* APPLICATION IN PROCESS ? (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repSfr any structure,ior to1 issuance, also requires the applicant for such permit to file a signed statement that he/she Is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he/she is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars 1$500}). 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca.Rov Page 1 of 2 Rev. 03120 (OPTION A ): WORKERS'COMPENSATION DECLARATION: I hearby affirm under penalty of perjury one of the following declarations: DI have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the work which this permit is issued. Eli have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Insurance Company Name: XL SPECIALTY INSURANCE COMPANY Policy No. RWD3001450.01 Expiration Date: 01101121 0 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 be come subject to the workers' compensation Laws of California. WARNING: Failure to secure workers compensation coverage Is unlawful, and shall subject an' employer to criminal penalties and civil fines up to $100,000.00, in addition the to the cost of compensation, damages as provided for In Section 3706 of the Labor Code, interest and attorney's fees. CONTRACTOR SIGNATURE: 1.a4 42t. DAGENT DATE: 10/6/20 (OPTION B ): OWNER-BUILDER DECLARATION I hereby affirm that! am exempt from Contractor's License Law for the following reason: 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 to 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 License Law). cii am exempt under Section Business and Professions Code for this reason: I personally plan to provide the major labor and materials for construction of the proposed property improvement. OVES 0 NO I (have / have not) signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction (include name address / phone / contractors' license number): I plan to provide portions of the work, but have hired the following person to coordinate, supervise and provide the major work (include name / address / phone / contractors' license number): S. I 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): OWNER SIGNATURE: 0 AGENT DATE: CONSTRUCTION LENDING AGENCY, IF ANY: I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code). Lender's Name: Lender's Address: ONLY COMPLETE THE FOLLOWING SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY: 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? I 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 constructed within 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. APPLICANT CERTIFICATION: I certify that I have read the application and state that the above information Is correct and that the Information on the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction. I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRAN11NG OF THIS PERMIT.OSIIA: An OSHA permit is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Building Offidal under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 360 days from the date of such permit or If the building or work authorized by such permit Is suspended or abandoned at any time after the work is commenced fora period of 180 days (AB2913). APPLICANT SIGNATURE: US- DATE: 07/10/20 1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov B-I Page 2 of 2 Rev. 03120 Building Permit Inspection History Finaled (City of Carlsbad Permit Type BLDG-Commercial Application Date: 07/14/2020 Owner: C3 CHURCH Work Class: Cogen Issue Date: 10/06/2020 Subdivision: Status: Closed - Finaled Expiration Date: 10/06/2021 Address: 2708 GATEWAY RD IVR Number: 27438 CARLSBAD, CA 92009-1730 Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection Date Start Date Status 0110812021 BLDG-35 Solar Panel 147814-2021 Scheduled Tony Alvarado Incomplete Checklist Item COMMENTS . Passed BLDG-Building Deficiency No Complete BLDG-Final Inspection 147815.2021 Passed Tony Alvarado Checklist Item COMMENTS Passed BLDG-Structural Final January 8, 2021: Yes 1. Roof mounted, low profile, PV solar system scope of work, installed per engineers plans and detail specifications - approved. BLDG-Electrical Final January 8, 2021: Yes 1. Roof mounted, low profile, PV solar system scope of work, installed per engineers plans and detail specifications - approved. Friday, January 8, 2021 Page 1 of I V EsGil A SAFEbuilt' Company DATE: 9-17-20 U APPLICANT U JURIS. JURISDICTION: Carlsbad PLAN CHECK #.: CBC2020-0275 SET: 11 PROJECT ADDRESS: 2708 Gateway Road PROJECT NAME: C3 Church Commercial PV System, 14.6kW The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building and fire codes. LI 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. LI The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for rechek. The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. LI The applicant's copy of the check list has been sent to: EsGil staff did not advise the applicant that the plan check has been completed. E EsGil 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: Scott Humphrey Enclosures: EsGil Sent Via Email 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576 EsGil A SAFEbulittompany DATE: 7-28-20 JURISDICTION: Carlsbad U APPLICANT U JURIS. PLAN CHECK #.: CBC2020-0275 PROJECT ADDRESS: 2708 Gateway Road SET: I PROJECT NAME: C3 Church Commercial PV System, 14.6kW El The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. 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. LI The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. LI The applicant's dopy of the checklist is enclosed for the jurisdiction, to forward to the applicant contact person. The applicant's copy of the check list has been sent to: EsGil staff did not advise the applicant that the plan check has been completed. EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Christopher Bialy Telephone #: 310 210 1830 Date contacted: (by: •) Email: christopher.bialy©centrica.com Mail Telephone Fax In Person LI REMARKS: By: Scott Humphrey Enclosures: EsGil 7-17-20 9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576 Carlsbad CBC2020-0275 7-28-20 PLAN REVIEW CORRECTION LIST TENANT IMPROVEMENTS PLAN CHECK #.: CBC2020-0275 OCCUPANCY: TYPE OF CONSTRUCTION: ALLOWABLE FLOOR AREA: DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: 7-28-20 JURISDICTION: Carlsbad USE: ACTUAL AREA: STORIES: HEIGHT: OCCU PANT LOAD: DATE PLANS RECEIVED BY ESGIL CORPORATION: 7-17-20 PLAN REVIEWER: Scott Humphrey FOREWORD (PLEASE READ): This plan review is limited to the technical requirements contained in the Califonia version of the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. To speed up the recheck process, please note on this list. (or a copy) where each' correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. P Carlsbad CBC2020-0275 7-28-20 Please make all corrections, as requested in the correction list. Submit FOUR new complete sets of plans for commercial/industrial projects (THREE sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: Deliver all corrected sets of plans and calculations/reports directly to .the City of Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760) 602-2700. The City will route the plans to EsGil and the Carlsbad Plahning, Engineering and Fire Departments. Bring TWO corrected set of plans and calculations/reports to EsGil, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil is complete. Please provide structural calculations that are legible. It appears the file was corrupted when printed. END OF REVIEW To .speed up the review process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Please indicate: U Yes U No The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions, regarding these plan review items, please contact Scott Humphrey at Esgil. Thank you. Carlsbad CBC2020-0275 7-28-20 * (DO NOT PAY— THIS IS NOT AN INVOICE). VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK #.: CBC2020-0275 PREPARED BY: Scott Humphrey DATE: 7-28-20 BUILDING ADDRESS: 2708 Gateway Road BUILDING OCCUPANCY: BUILDING PORTION AREA (Sq. FL) Valuation Multiplier Reg. Mod. VALUE ($) Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code lcb JBy Ordinance 1997 USC Building Permit Fee 11997 UBC Plan Check Fee Type of Review: te Review Structural Only Other '1 His. Hourly $13. rRa. i all Fee I .. I o-/ Comments: Sheet • 0 Structural Calculations for Solar Electric System Installation at: C3 CHURCH - KIDS CHURCH 2708 GATEWAY ROAD CARLSBAD, CA 92009 • ' * KRAMER PV ASSOCIATES, INC 1163 MAIN STREET, SUITE B MORRO BAY, CA 93442 KPV JOB #: 20CE-C3CH270 PVS JOB #: KR_2020_005 Report Date: JULY 6, 2020 63293 Uj . 0613012022 1 Q .* Prepared by: Robert A. Lade, PE fog. i Principle Engineer, PVStrucl CBC2O2O-0275 1. v Mobile: (805) 470-9048 2708 GATEWAY RD Email: ralade@pvstructural. C3 CHURCH: 40 ROOF MOUNT SOLAR MODULES, 14.6KW CBC2O 2132631100 7/14/2020 20-0275 L PagW8 I C3 CHURCH VWW dwrl I KIDS CHURCH BuildingiData RoofBype FLAT RooflNlope,IIB. 2 deg. AverageBoofleight,ILB: 21 ft. BuildingBeastRorizontalRiinensionll:i 85 llft. BuildingBiteBlevationW 414 ft. RooframingypeWWOODINUBPURL1NTEELWJ Vau1tedWei1ing Yes (Yeso) FramingBizeB, 2X6 30K OWG FramingBpacingB 2 8 4'2 A. Maximum3pang 8 41.75 42.5 ft. GenerallDesi2nWriteria IBCectionB 603.1 SUB I PURLIN GIRDER RoofThLB 10.00 I5.00 20.00 psf 1607.13,WLLeed RoofBL= 20 16 12 1psf noteRpp1iedtWV&ssB PWL= 300 300 300 # thanK4.liboveBurface PVL 4.62 psf$AVE) PVL 1.65 psfRACKThG+MODULE) PVIDLB 297 psBALLAST)B L 32O #WA mIxJMocksBNTER1ORW 4 maIMocksWDGEW 6 GroundBnow&ad,WgB 0.0 psf ExteriorBWallB 75 0 psfCONC) InteriorBVallB 10.0 psf 'BasicNesignBvindBpeed,BfW 102 mph&ffl Sectfl6.5g.849) F1oodesignata N A. psf 1612.3 RaiiiIIoadataB N.A. RiskategoryB liij Th1B.5-1%g.H) PYlData Modu1e&ngtbB .9 :n. ModuleBvidthLl - 4 in. RooffloverageB 19 % AttachmentBpacinglllorizontalffYPB 4.75 AttachmentBpacingWerticalB'6.58 .ft.4AX PVKrientationB Port (PortraitMandscapeoth) toJubpur1in MountingRystemB Raik (Rai1ai1ess) Attachmentib.BreaHYPB 31.255 sq.ft. NOTE:EEBCJBectioO3.3xistingI$tructuraIIEIementsJCarryingIGravityJLoad increase shalilbeBeplacedlibrlblteredlihslheededBokarryllhellravitylbadsBequiredbyliheiCaliforniaB BuiIdingHodeHorThewfttructures. PageMWM 04*0 C3 CHURCH KIDS CHURCH WindWesi2nWata BasicMêsignWindeed,WW 102 mph Sect'6.5 RisktegoryW III SectW5.1'5g.'iW WindWiportanceWctor,WiW 1 uo TabIeW.5-2g.') WindWcposureW., C Sect'6.7.3 GC4gureWI?jgwJ.3..2A EarthauakeWesi2nWata RiskMátegoryW ifi SectionW5.1'g.MW Seismic Miportance'lctor,WW 1 2 Mappedce1eration,SW 0.935: sec Mappedceleration,W1W 0-343. sec Site Wass D DesignWce1eration,16SW 0 748 sec Designce1eration,W1W null sec FramingWoads SeeWlSAWamingWieck SubPurlin wWLW 20.0 pif wWs1W 9.24 psfAVE) wWLLWpW 40.0 pif AREAW/NOWse00#Wr%OADWTW') wWdnW 32.0 pif aliWones Purim wWLW 120.0 pif wW%TW 13.2 psfkVEWACKING+MODULE) wW%TW 23.76 psfVEWALLAST) wLLWpW 128.0 pif AEAW/NOWseW300#TWOADWTW%7) wWdnW 128.0 pif aliWones Girder wWLW 8400 pif TnbWTW 155 ftW% wWVW 25.575 psfVEWACKING+MODULE) wWJW 46.035 psfkVEWALLAST) wWLLWpW 504.0 pif EXISTING w'WLLWpW 318.0 pif ReducedWribWfWtl wWdnW 672.0 pif aliWones SubPurlin PWW 51.6 #(ACKING+MODULEWTER1OR) PomtWoads PWsTW 25.8 #(ACK1NG+MODULEWDGE) PWW 128.0 #ALLASTWLOCKSW4TERIOR) PWW 192.0 #'ALLASTLOCKSWDGE) PWINDW 500.1 #'NTERIOR) PWINDW 250.0 #'€DGE) aliWones Purlin PWSTW 62.7 #WACKING+MODULE) PomtWoads PWVW 155.6 #ALLASTWYP) PWINDW 608.0 # aliWones Eag8 C3CHURCH KIDS CHURCH Wind Analysis 29.4.4 Rooftop Solar Panels Parallel to Roof Surface (pg. 327) Fig 30.3-2A C&C GABLE Roof 5 7 deg. (pg. 336) Diagrams FT- .JVXI1OT 1 L ..__*J: • NOtation H Uioiuii d ensoI f bthldffig meaMied itomni t wrnd di'ciott ia (t (nt) = save hcgn th ut be wed for 0 External Pressure Coefficients I I I 1 KI vuht Am 0= 2 deg. h= 21 ft B= 85 ft 0.6h = 12.6 ft Tributary Area, A = 31.255 ft' to each ballast C3 CHURCH KIDS CHURCH WindWnalysis 29.4.4WooftopW1ar'&nels'hrallelWWoofW1rface5g.'27) PositiveWithWdWithoutW'erhanE NOTE: WEFERWO WALLASTWESIGNWORWPLIFTWOADS All (GCp)W 0.3 MAX forWWOW Zones (GCp)W 0.25 (GCp)W 0.2 MIN ForW00W Eqn6.10-1'g.'68) = 000256K AAA' V2 It d (lb/It2), V in mi/h t26 10-I) 1h" 19.0 pst KWI 085 KWW 1.00 default K!W 0.85 C&C Thl6.6-1g66) KãM' 0.99 @ 414 ft.'4teW1ev. VW 102 mph 7E'V1.0 K .0000362xElcV 0 12W 0.54 @WW 31.255 ft2 y.WW8g(A) Fig-69.4-8 Design'indessure,'OOF) Zone Pos'Ssf) Neg'Ssf) it 16.0 NA 1 16.0 NA 2 16.0 NA 3 16.0 1 NA Where: Table 26.94 Ground Elevation Factár, K. Geamd iI,v29w, sb.Su l,ai II a Fida It, <0 <0 in note 2 o. 9 305 i)6 2O MO: 0.93 3.003 914: 0190 4.003 t.219 0.96 5.003 1.524 0.03 6.90! 1.629 on ,00u l.829 SnIotc2 Table 2t10.1 Velocity Plewiie E*sàreCceiticteitn, K6 and K, HiDoi,6IIt lq,l,i Espowe Ii t fl 804ç C 0-15 0.4.6 00201' 0.95 1.03 .20 ii 0.62 (0 70f 020 1.02 25 .7.6 0Ai6t020) aM 1.12 .0 0.09 1.16 40 (22 0.16. 1.04 L43 5) 112 0.91 UK 1-17 :60 12.9 0.5. .1.13. 1.31. Design Wind Wressure,')VERHANG) Zone Pos'sf) Neg'5sf) 1,W 16.0 NA 2 16.0 NA 3 16.0 NA pressure for all suthices eváluated 'at, mean roof hh! The. e1oeny pressure at mean roof height is com puted q =9 t.V41U41U1 from hq (2610 1) using K 41 fl034fl root height h; (GCj=ctemal pn.ssure coatlictent for C&C of roofs with r.peuii. roof ionmg dctennincd finm Figs 10 :2A-1 tbrqugh3034 or3Q.5-.1; K =velocitypressure.exposurecoeficient,sceSection,.26J.0J; = topogmphit., kctor. see Section 2682 A wind thret.notulfl factor see Section 266 = ground ele.ation factor see Sectwn 269 V = haac wind spe& see Section 265 ana' edge Iduor = 1.54&' uplift loads on panels that are exposed and within a distance L,5(41 from the end of a row at an exposed edge of the army j ,=.L0 0 elsewhi..re br uplift loads and for all dowawaid loads as illustrated in Pig.'294 7 panel is defined as exposed if d1 to the roof edge>0 5/; and çne of the following applies: I d to the adjacent array>4 ft J. m) or 2 42. to the next adjacent panel >4 ft (1 .2, in), solar panel pressure equalization tactor, defined in FIg..29.4-8. 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I I I SUB&VE&V V I -9.24 F -9.24 I 0 I 0 Memberi)istributed&oadsLCaB8V&1n) MemberabeI Direction StartAlagnitude[Ib!ft.F.ksfj EndIAagnitudeIJb/ft.F.ks!JStartaocation[tt?Lq] Endifiocati... I I SUB&VEB'V I V .. I -32 I -32 I 0 I 0 Loadombinations P 9 P P P P P P R P R 9 R PP I I D816-8 1 1 11 1 2 1 1 13 11 1 I I 1 1 I I I 2 Q+ ly.J ii fl2 :j 3 1 .411 3 D+0.6Wdn816-12) Y..'.1 1 1 1 2 1 3 1 5 .6 I I . I I 4 D+0.75(0.6Wdn)+0.75RLL16-13) V.J 1 1 Ji 12 1 3 1 4 75 514 I I F I 5 I 0.6D+0.6Wdn16-I5) V... I 1 11612 .613 16 15 1.61 1 11 I 1 1 I 1 I I I RISA-2DB'ersionB8.0.0' :\. 05_C3MHURCH_KIDSEHURCHPVS\KIDSHURCHUB.r2d]B Page8 PVStructural BALLASTED—KIDS CHURCH: PageEEfE8 EnveIopeVifoodRodeEhecks Mmhr Shnno rndpiPhp I nr4ftl I ( Shr I nnlffl I ( F'F Ftci1 Fh'csi1Fvcci1 RR (I (P Frin I I SUBEVEV 2X6 .681 3.9141 2 I .213 0 - 2 1.401 1.097 1.85322ii59 .992 .67913.9-3 2!Jb1NT8V 2X6 21401 1097W853 $9 3 ISUB8NTPVED... 2X6 .979 3.9141 2 I .272 0 12 11.40111.097 1.853 .225 7.659 .992 .67913.9-3 UNITYBB .OffKI RISA-2DE/ersion88.0.0HIi i:\...\...\...\05_C3EHURCH_KIDSEHURCHPVSKIDSEHURCHUB.r2d]E Page2 Page wef8 OY .UB.PURL4.OQH.E.c.K. V 6i0 .90-1.0 1.50,75 .75-.90 i W.-.50 -217.81b -201b/ft____ 2X6UBPURLIN4"oc8N/MAX6ETAILEDPV&OADS( ATRRAYDGE SPAN6'-O"VERALL -179.61b -201b/ft___________ 2X6UBPURUN4"oc6ev/MAXETAlLEDff'V&OAOS( ATRRAY6NTERIOR SPAN8'-O"VERALL -29.241b/ft_____________________ I 2X6U8PURLlN4"oc6iv/AVERAGEPV&OADS6 SPAN'-O"ffWERALL Memberode6hecks6DispIayed Loads :&C61 , I Resu Its6or&.C61 , I PVStructural BALLASTED—KIDS CHURCH SK -1 July 4, 2020 at 12:25 PM KIDS CHURCH SUB.r2d V. Page6f8 SUB PURLINODEHECK Codeheck zYL x R NoaIc 00.0 75-•90 .50-.75 .i d.-.5O -517.81b -201b/ft AT8LRRAYDGE SPANe'-O"VERALL -479.61b -201b/ft___________ J ATRRAY6NTERIOR SPAN'-O"VERALL -3001b -29.241b/ft___________ J 2X6UBPURUN4"oc6,v/AVERAGEPV&OADS6 SPANO'-O"VERALL Member6odehecksDispIayed Loads: &C,6D+RLL 16-1 ResuItsor&C, 6D+ RLLQ 1 6-1 PVStructural BALLASTED-KIDS CHURCH SK -2 July 4, 2020 at 12:25 PM KIDS CHURCH SUB.r2d n_In ii AAAAAA /Ni~~ A A PJI 1 * / 11 It A[ I I I II .( '\t'j7NAIT'I Page7I 0bf728 SUBPURLINCODECHECK CodeEheck • Z v 1 771.0 fl .o-i.o .75-.90 .50-.75 • -367.81b -201b/ft__________ III 1 11 AT-ARRAY-EDGE SPAN'-O"OVERALL -479661b -201b/ft__________ All 2X6UBPURLlN724'ocAav/MAXDETALEDPVLOADS? AT7ARRAY1NTERIOR SPAN'-OVERALL -48.44lblft / U 2X6SUBPURUN4"ocW/AVERAGEPVLOADS7 SPANB'-O"OVERALL MembertodeXThecksDisplayed Loads: 1C73, D+O .6Wd nX 16-12) ii uuu ResuIts7orlC , D+O .6Wd n 16-12) iuiuuu PVStructural BALLASTED—KIDS CHURCH SK -3 July 4, 2020 at 12:26 PM KIDS CHURCH SUB 2d NAV Page5l 15f8 Codeheck NoaIc V . 55.0 I .90-1.0 .75-90 LI .50-.75 • -555.31b -201b/ft___________ 1I 2X6$UBPURUN4"oc5N/MAXff3ETAtLEDPV5..OADS AT9RRAYDGE SPAN5'-O"VERALL -629.6451b -201b/ft - II .1 AT9LRRAY3NTERIOR SPAN 3'-O" VERALL -43.641b/ft :1 2X6UBPURLIN4"oc5w!AVERAGEPV5..OADS5 SPAN"'-O"VERALL Member5odehecks5DispIayed Loads: 5...CSI , 5_+J .75(0 6\IVd n )+0 - 75RLL 1 6-13)i 5 5III1IHIHHb Resu Itsor5...C51, 5D+O .75(0 .6VVd n)~0 .75RLL 1 6-1 3)!IIIII&&I5&liIil PVStructural . BALLASTED-KIDS CHURCH SK-4 July 4, 2020 at 12:26 PM KIDS CHURCH SUB.r2d \ 1/ VA 1iyA .A\A , Page9I29f8 y SUB.PMR.LIN.EBECK Codeheck H •i NoaIc V 7 io L • .75-.90 I .50-.75 .-.50 -280.681b -1 21b/ft 2X6UBPURLlN24"oc9v!MAX93ETAlLED92VWADSc AT9RRAVDGE SPAN9'-O"VERALL -407.821b -1 21b/ft k. . L - \iJ, 2X6UBPURLIN4"oc9/MAX9ETAILEDPV9.OAD& ATRRAY9NTERIOR SPAN9'-O"9DVERALL -36.7441 b/ft 2X6UBPURLIN4"oc9wIAVERAGEPVLOADS9 SPAN'-O"9DVERALL Member9Code9ChecksDispIayed Loads: 9.C, .6D+0 .6VVd n 1 6-1 PVStructural SK -5 BALLASTED—KIDS CHURCH July 4, 2020 at 12:26 PM KIDS CHURCH SUB.r2d XXI.X:X [XX X. XX XXIX 'C'JXi PageS 3f8 Beam: SUB PNTPVEDGE Shape: 2X6:u Material: DF&arch Length: 7.759t ISoint: JSoint: Envelope Code$heck: 0.979I-C) Report$asednS OOections (CODE3H ECK) 355.15O Vy.1 L .... lb A lb -355.15&t&.753t -1215.167tS.9149t D in fa ksi -.3O9t.914 A WC4DS-12:9SDodeheck Maxendingheck 0.979LC)ax$hearheck 0.272LC) Max)eflSatio L1301 Location 3.9143t Location Ost Location 3.914t Equation 3.9-3 Span I CD 1.25 RB 7.659 CL .992 Cr 1.15 Cfu 1.15 CP .679 IkO (m (t (F Out In Fc' FV Fb' Fv' E' r-1.401 1 1 1.1 1.097 1 1 1.3 1.853 1 .225 _1 1 _1.3 1700 _1 1 _1 Lb 23t 53t le/d 16 10.909 Sway No No Le-Bendingifop 23t Le-Bendingot 5t PageS 4Sf8 Beam: SUB POINTPV (CODEHECK) Shape: 2X6..-- Material: DF3.arch Length: 7.753t iSoint: N3Az::: — JSoint: Envelope CodeSTheck: 0.916LC) ReportasedSnS OOections 392.322tS3t A lb VyF jlb -392.322tS'.75 2.154t.9143t ..: . lb-ft f(y) ksi -2.154t.914 D in fa ksi -.344t$.836t A WC4DS-12:SSD&odeheck Maxendingheck 0.916LCax$hearheck 0.2561-C) Max)efl$atio L1270 Location 3.9145t Location OSt Location 3.8363t Equation 3.9-3 Span I CD 1.25 RB 7.659 CL .992 Cr 1.15 Cfu 1.15 CP .679 fkqil (m (t (F Out In Fc' FV Fb' Fv' E r- i 1.1 1.097 1 1 1.3 1.853 1 1 1.3 .225 1 1 1700 1 1 Lb 23t 5t ie/d 16 10.909 Sway No No Le-Bendingifop 23t Le-Bendingot 53t PageM 5Vf8 Beam: SUB AVEPV (CODECHECK) Shape: Material: DF&arch Length: 7.753t loint: JSoint: Envelope Codeheck: 0.681LC) ReportasednS OOections A lb 281.605 at Oft Vy............... ........... ....... lb -281.605 at 7.75 ft 1.261'lát8.914Vt f(y) ksi M 14 .......................... ........................................ .lb-ft -1 .261 W8.914Vt I -794.885At8.914Vt fa ksl D in -.209'4ãt'8.914Vt A WWDS-12:ASDCodeCheck MaxendingCheck 0.681WLC'9)axhearVTheck 0.213WLC'2) MaxDefflRatio 11444 Location 3.914Yt Location 0Vt Location 3.914Yt Equation 3.9-3 Span I CD 1.25 RB 7.659 CL .992 Cr 1.15 Cfu 1.15 CP .679 lksil Cm Cf CF Out In Fc' Ft' Fb' Fv' E r-i 1.097 1 1 1.3 1.853 1 1 1.3 .225 1 1 1700 1 1 Lb 2Yt 5ft le/d 16 10.909 Sway No No Le-BendingWop 2Yt Le-Bending8ot 5Yt PVStructural KIDS CHURCH BALLASTED: PageB613fR8 Note:eferRoageBIorads Basic&oadffases DI ii DL LNoneL' LJI No'ne 3 DLALLAST None 9 1 2 1-4 Ar RLL a T nP-M.1' 1TH6, J 5 I Wn I None I I I 9 I 4 - Member'ointRoadsSBLCBLff'V) UamharMahal fliro.'fi.n M,inifi,.lfIh IhJI1 I ,r*inrjft 01.1 I PURLIN&OINTBV VI -62.7 1 399 2 PURLIN&OINT&V I Y -627 35.1 3 PURLIN&OINT&V I Y -62.7 I 30.4 PURLIN&OINTV y -62.7 256 5 1 PURLIN&OINT&V I Y -62.7 1 20.88 6 PURLIN&OINTBV I V 1 -62.7 16A 7 I PURLIN&OINT&V I Y -62.7 11.4 8 PURLIN&OINT&V F V -62.7 ._9_L.__EULI.N.QINI&V [_V I -62.7 I 1.9 - MemberWointaoadsffBLCaPI,LALLAS IAh.hI flir,4mn RAnni+ii,lftk IhJfl I *frwifR 01.1 I I PURLIN&OINT&V -J - V I -155.6I 39.9 2 PURLIN&OINT&V y -155.6 35.1 3 PURLIN&OINT&V Y -155.6 _____ 30.4_. - - 4 PURLIN&OINT&V Y -155 6 1 25.6 5 PURLIN&OINT&V Y -155.6 20.88 6 PURL"MR.ONT AV V -155.6 16.1 - 7 I ____PURLIN&OINT&V V I -155.6 11 4 _.PURUN&OINT&V Y I___________________________________. 6.6 9 I PURLIN&OINT&V i._. ..Yi_-15.56 I._1.9 -- - MemberWointaoadsgBLCMBLL) fliroi.1nn M.'Irait.,alQflh IhJ*1 I 0 PURLJNB'OINT&V T4 I 25.6 2 PURLINB'OINT&V V -300 3. PURLIN&OINT&-LY 1 -300 _4_ PURLIN&VEV - Y 3Q0 25.6...- . -- PURLIN&VE&V I -j.. 'L. -300 .20.88_ 6 PURLIN&VEB1V Y 777 Memberl'ointaoads89LC5B8V&'n) IA ... ,,.flk Ikf+1 I ,ira 01.1 ii PURLIN&OINT&V I V I - -608 39.9 - 2 PURLIN&OINT8V Y -608 35.1 I 3 1 PURLIN&OINTBV I Y I -608 1 30.4 PURLINOIN TAW ______Y - - -608 . 1 256 5 PURLIN&OINT&VI Y 1 -608 1 20.88 6I___________________PURLIN&OINTV Y -608 16.1 71PURLIN&OINT&V I Y 1 -608 11_4 8_:PURLIN&OINTV Y _______________-605 66 9 I_PURLINB'OINT&V I V I_ -608 RISA-2DB'ersionB8.0.0'' ':...\...\...\05_C3HURCH_KIDSEHURCHPVS\KIDSBHURCH_rev01 .r2d]B'ageB PVStructural KIDS CHURCH BALLASTED: PageM7MfM8 Note:iReferftbJageMI?brMads MembertistributedMoadsftBLCMfvTflL) IAkILkI C+ I,.ni+,1rlkIf+ C I,fI CniIni+1flhIf+ C I,f1 IM,fi,,nrft OL1 Cn,1Mn,.+i I I PURLINMOINTMV L Y - -120 - - I 0 I 0 L2 PURLINMVMY Y -120 I -120 L3 PURLINMX!ST J_V -120 -120 0 0 GIRI5ERMVEMV V -840 -840 0 0 5 I GIRDERMXIST V -840 -840 0 0 MemberfistributedMoadsfVLCMtvTLtV) I 2 r,IRr)FR MV, FMV Y -25 ..25.6 0 0 MemberfOistributedMoadstVBLCMfrTOLLSALLAST) MembertOistributedMoadstpLCMtTbTLL) e.... .1rlkIfe C 6.41 ..IrlkIft j_ PURLINMXIST V 1 -128 - -128 0 - 0 - _2 GIRDERIbVEMV Y -318 -318 0 0 _LJ GIRDERMXIST I V I -504 -504 1_0 _I_0 MemberfbistributedMoadsftBLCMMWMn) e...1..rll.Ife C 6-fl .,flkIfe C 1,.f1 e+.4I11.+.,nrft 01.1 ri PURLINAIVEMV Y I -128 I -128 - I 0 I 0 PURLINMXIST V -128 -128 P 3 GIRDERMVEMV V -672 I -672 0 I 0 GIRbEFMIsi .: :672 -72 0 •O. LoadtCombinations on DD C D CD C D C DC DC DC DC DC D C I I I D6-8) IV..!. I 1111 21113 1 1 1 1 I I 1 1 I 1 1 I 1I 2 D+RLL16-10) Y.j -L I 11 211 3 1 41 I 3 D+0.6WdnMI6-12) V I 1 I 1 2 II 31 5 I .6 I d 4 D+0.75(0.6Wdn)+0.75RLLMI6-13) '' I 1 1 1211 13 1 4 1.755 I ____ 5 0.6D+0.6Wdni61) v..!. 11.61 2 1.61 3 1.6 5 I .6 I I I .1_I EnveIopet1aximum(ft1embertSectiontiYorces Member 4LaitE]_ Jc[U] LC Shearlib] Loc[U]_ LC n[i1_ _L.c[J_ jLC_ F I IPURLINM0INTM.I max I 0 1 0f5 I_5128.88 I 0 1 3 0 0 1 1 jj _min 1 512902 'v._O 4175 _. -54888687 21086 .L.. I 3 IPURLINMVERVI maxl 0 I 0 1 5 1 4879.74 I 0 1 3 0 0 1 4 mm 0 0 1 4879.74 41.75 3 -52697.621 I 21.086 - - 4 5 I PURLINMXIST I max 1 0 I 0 1 5 I 5711.4 1 0 1 4 ! 0 1 0 1 6 mm 0 I 1 -5711.4 . 41.75 4 -59606.655 20.664 4 7 IGIRDERVEMV max 0 0 5 29050.8 0 4 0 0 1 L.& :.mio_ 0 0 1 .:2905.P 40 4 -290478.359 J.9..7_i 4 I 9 . 1 GIRDERMXIST max i 0 i 0 I 5 30408 i U 4 i 0 0 I 1 mm - r - -- - 40408 — 404 -304048.975 19.798 I..4 .r2dJAPageM Page N 81'öff28 y PURUNItFGRDERNLOADFCOMPARISONS ftberFC.ESC.t..e.ctLonFOL3 z x -218.31b -218.31b -218.31b -218.31b -218.31b -218.31b -218.31b -218.31b -218.31b -1201b TYPICAL OWMOISTIOKIFr-011ocN '° I w/MAXNDETAILEDFWVItOADS;l$PANI*I42'-61OVERALL -156.961b/ft YPICALFOWNOISTFOKF@FVO**ocN -1954 w/AVERAGEI?VNLOADS; F$PANI$t42'-6"IOVERALL -l2Olblft TYPICAL oWNO1'treOKr@re'-O"ocN -26143.3 w/ORIGINALIOESIGNF(OADING;FSPANI*I42'-6"FOVERALL -911.641b/ft —,c... •••• ••U••••••••••U•••••••••••••U••••U••••••••• ••••••••••••••••••••••••flM-!!UUUUUflU MO. FJLAI/\LLL\LLJJALAJAl/\J/\JAI3RbIthJD IJVJALL\LJ/\1 -167982.9 TYPICALF4IRDERNw/ORIGINALNDESlGNFILOADING; SPANF*MO'-O"roVERAL Loads:rtLCN,N16-8)1--------.-'1 ResultsrtrNtCN ,FF16-8)I----------I MemberendingFAomentsFb-ft) PVStructural SK-6 KIDS CHURCH BALLASTED July 5, 2020 at 7:58 AM KIDS CHURCH_revOl .r2d PageN 91028 -518.31b -518.31b -518.31b -218.31b-218.31b -218.31b -218.31b-218.31b -218.31b -156.961b/ft TYPICALrWMOISTFOKF@Ff-O"ocN 421333 w/AVERAGEFVNLOADS;$PANl*142'-6"NDVERALL ')AQIkIft UiM )ING;r -268772.6 YPtCALFGIRDERF*/ORlGINALFfDESIGNNLOADlNG; SPANF*140'-O"FQVERAL Loads:NC12,N+RLLF16-1O)l----------------------- ResuItst,rNLC12$+RLLF16-1O)I -mmm MemberendingFomentsb-ft) PVStructural I KIDS CHURCH BALLASTED SK-7 July 5, 2020 at 7:58 AM KIDS CHURCH_revOl.r2d Pag&201W128 V I PURLUMISM liberFCEBCl6ectionF603.3 .z x -583.1 lb -583.1 lb -583.1 lb -583. 1 l -583.1 lb -583.1 lb -583.1 lb -583.1 lb -583.1 lb -1201 YPICALOWNOlSTtOKFFW-O"ocN I wIMAXNDETAlLEDlPVNLOADS; t$PANI*r42'-6"IOVERALL -233.761b/ft YPlCALtOWMOlST1OKF@lW-O"ocN -50927.1 w/AVERAGEFVFLOADS;rSPANNI42'-6"roVERALL -196. 81b/ft -O"ocN -42875 w!O :~SPANI*140'-O"IOVERAILL lHHHHHH1tW1W1I1 ........ -248614.6 TYPlCALFGlRDERNi,/ORIGINALFDESIGNNLOADING; SPANF*I401-O"lVERAL Loads:&Cj+0.6WdnF16-12)t----- - ResultsNbrKLCIG,ND+0.6WdnNl 6-12) .. .......fl... Member1endingrMomentsFb-ft) PVStructural SK-8 KIDS CHURCH BALLASTED July 5, 2020 at 7:59 AM KIDS CHURCH_revol.r2d Pagel21 Ff128 y I PURLINIRDERNLOADtCOMPARSONS z x -491.91b -491.91b -491.91b -716.91b -716.91b -716.91b -491.91b -491.91b -491.91b -1201b/ft TYPICALIOWNOlSTFOKF@FV-O"ocN -2251b -2251b All wIMAXNDETAILEDFVVFtOADS; FPAN 2'.ErFOVERALL -214.561b1ft TYPlCALtOWMOlSTFOKF@FW-O"ocN 52697.6 wIAVERAGEFeVNLOADS; l$PANI$142'-6"lQVERALL -273.6lblft -O"ocN -59606.7 wIORlGlNALNDES 31'ZI!1!pi ...:;............ I'd [• IiI '] I'7L'4 'A .]lIcJ IIlIIIIIIIiJ-1 !I! IJ I -304049 TYPICALNBIRDERNW/ORIGINALNDESIGNNLOADING; SPANI$r40'-O"lOVERAL Loads:RLCI4j+0.75(0.6Wdn)+0.75RLLF16-13)1- -----------• -------1 ResultsFtrt1LCr4,r+0.75(0.6Wdn)+0.75RLLr16-13)F----1 MemberrendingM#1omentstb-ft) PVStructural SK-9 KIDS CHURCH BALLASTED July 5, 2020 at 7:59 AM KIDS CHURCH_revOl.r2d Pagel9210128 PURLINItFGIRDERNLOADFCOMPARISONS 1-zi tiqnto33 . .x -495.781b495.781b495.781b495.781b495.781b495.781b495.781b495.781b495.781b -721b YPCALOWOJSTF3OKF'-O"ocN -00901.1 w/MAXNDETAILEDFPVIILOADS; F$PANF*l42'-6"NDVERALL -170.9761b/ft___________________________________ LU t ii It 1 11 IIURLINMVEIVL TYPlCALFoWMOlSTraOKl@ra'-O"ocN -37248.9 w!AVERAGEFPVItOADS; PANl*142'-6"lOVERALL 1AR Qlklfl )tNG;I -181421.5 TYPICALlGIRDERN/ORIGlNALl1DESlGNNLOADING; SPANF$I40'-O"10VERAL Loads:NLCF,r0.6D+0.6Wdn16-15)1--. --1 ResultsItrNLC,F.6D+0.6WdnF16-15)I--'1 MemberFendingrAomentslb-ft) PVStructural SK- 10 KIDS CHURCH BALLASTED July 5, 2020 at 8:01 AM KIDS CHURCH_revOl.r2d Page3Sf8 Beam: PURLIN EXIST (LOADOMPARlSONerEBC$ectlon$03.3) 5711.45ktMSt Vy lb -5711 .4t1 .75 110-1 lxilll.;,1,115111,~ I MW -59606.655t0.664 Page4&f8 Beam: PURLIN AVE PV 4879.74tSt -4879.74t1 .75 - - -- - - --------- - --- MM -52697.621 &t1.O863t Page5f8 Beam: PURLIN POINT PV 5128 .88t$3t Vy lb -5129.02tg1.75 II I -54888.687t1 .O86St Page6f8 Beam: GIRDER EXIST (LOADTOMPARISON,$erXEBC$ection$03.3) 30408t Vy L lb -304085tOSt -304048.975tS 9.798 Page7Sf8 Beam: GIRDER AVE PV (LOADOMPARISONerEBC$ection03.3) 29050.8t$3t 1.-__ Vy lb -29050.8tgOSt -290478.359tS 9.798 g88 C3CHURCH KIDS CHURCH Seismicheck Existing(oofeismicVeightS RoofSreaS 122.fl sq.ft ExteriorSvallLengthS. 34t 0 ft ExteriorSWallS1eightS 22.0 ft PartitionSWallLengthS, I ft PartitionSiVallSleightS' r)•Ø Ift WE)S 741625.0 lb Proposedtoryeismic9Veight ExistingeismicSWeightS= 741625.0 lb PVSrrayS'treaS 13200' sq ft WN)S. 747723.4 lb SeismicSncreaseS 0.8 % IRSI 5034 Existing structural elements carrying lateral load. Except as permitted by Section. W3.13, where the alter- ation increases design lateral kinds, results in a pruhihited structural irregularity as defined in ASCE 1, or dresses the capacity of any eiisling lateral lainstructural cle- ment., the structure of the altered building or structure shall meet the requirements of Sections 1609 and 1613 of the Cèzli-foi'niá Ruildi,n Code. Reduced seismic forues shall be per- mitted. Exeeptiouc Any existing lateral lusad.carrying structural element: whose demand-capacity ratio with the alteration considered, is not more than 10 percent greater than its demand-capacity ratIo with the alteration ignored shall be permitted to remain unitheret[ For purposes of calculating demand-capacity ratios, the demand shall, consider appli- cable load, combinations with design lateral loads or fOrces in accordance with Sections 1.609 and 1613 of-'the Califor- nia Building Cude. Reduced seismic forces shall be per- mitted. For puqmeuus of thIs exception, comparisons of demand-capacity ratios and calculation of design lateral loads-, forces and. ciipacitIes shall account Our the cuniulle. give effects of additions and alterations since original con- struction. 10% OK 2019S.EBCection03.4 Attachment9onnection&heck (ATACHMENTS) FSJP. 672 #SNINDASD) ProvideSJ-Anchor4009v/(6)#14S1DruFastSoofingSasteners R&JPS: 660#8.09'920#972#S OK See%ftachmentSC R&ATW 6918 10#960# 7/4/2020 ATC Hazards by Location WC Hazards by Location Attachment A. page 1 of 2 Search Information Coordinates: 33.128975, -117.251436 Elevation: 418 ft Timestamp: 2020-07-04T1 6:43:46.915Z Hazard Type: Wind ASCE 7-16 ASCE 7-10 ASCE 7-05 MRI 10-Year 67 mph MRI 10-Year 72 mph MRI 25-Year 72 mph MRI 25-Year 79 mph MRI 50-Year ...........................................77 mph MRI 50-Year ..................................85 mph MRI 100-Year .........................................82 mph MRI 100-Year ...............................91 mph Risk Category I ...................................89 mph Risk Category I ..........................100 mph Risk Category II 96 mph Risk Category II 110 mph Risk Category III 102 mph Risk Category III-IV 115 mph Risk Category IV 107 mph ASCE 7-05 Wind Speed 85 mph The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are interpolated from data provided in ASCE 7 and rounded up to the nearest whole integer. Per ASCE 7, islands and coastal areas outside the last contour should use the last wind speed contour of the coastal area - in some cases, this website will extrapolate past the last wind speed contour and therefore, provide a wind speed that is slightly higher. NOTE: For queries near wind-borne debris region boundaries, the resulting determination is sensitive to rounding which may affect whether or not it is considered to be within a wind-borne debris region. Mountainous terrain, gorges, ocean promontories, and special wind regions shall be examined for unusual wind conditions. While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. hftps://hazards.atcouncil.org#wind?1at33.128975&1ng -117.251436&address . 1/1 7/4/2020 ATC Hazards by Location CtTC Hazards by Location Attachment A, page 2 of 2 Search Information Coordinates: 33.128975, -117.251436 Elevation: 418 ft Tlmeatamp: 2020-07.04116:44:46.018Z Hazard Type: Seismic Reference Document ASCE7-16 Risk Category: III Site Class: D.default Basic Parameters Name Value Description ;Ss 0.935 MCER ground motion (pe11od0.2s) S 0.343 MCER ground motion (penod=1.09) SMS 1.122 Site-modified spectral acceleration value 5M1 null Site-modified spectral acceleration value sos 0.748 Numeric seismic design value at 0.28 SA SDI * null Numeric seismic design value at 1.0a SA See Section 11.4.8 -Additional Information Name Value Description MC null Seismic design category F5 1.2 Site amplification factor at 0.29 F5 null Site amplification factor at 1.0s CR5 0.906 Coefficient of risk (0.28) CR1 0.915 Coefficient of risk (1.0s) PGA 0.407 MCEG peak ground acceleration !FM 1.2 Site amplification factor at PGA PGAM 0.488 Site modified peak ground acceleration 8 Long-period transition period (a) SsRT 0.935 Probabilistic risk-targeted ground motion (0.2s) SsUH 1.032 Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years) SaD 1.5 Factored deterministic acceleration value (0.25) S1RT 0.343 ProbabIlistic risk-targeted ground motion (1.08) - SIUH 0.375 Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years) S1D 0.6 Factored deterministic acceleration value (t.Os) PGAd 0.5 Factored deterministic acceleration value (PGA) * See Section 11.4.8 The results Indicated here 00 NOT reflect any state or local amendments to the values or any delineation lines made during the building cede adoption process. Users should confirm any output obtained from this tool with the tocelAulhority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are provided by the U.S. Geological Survey Seismic Design Web Services. While the Information presented on this website is believed to be correct. ATC and its sponsors and contributors assume no responsibility or liability for Its accuracy. The material presented In the report should not be used or relied upon fOr any specific application without competent examination and verification of Its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not Intend that the use of this Information replace the sound judgment of such competent professionals, having experience and knowledge In the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the Information from this website assume all liability arising from such use. Use of the output of this webslte does not Imply approval by the governing building code bodies responsible for building code approval and Interpretation for the building site described by latltudellongltuda location In the report https://hazards.atcouncil.orgl#/seismic?Iat=33.128975&1ng -117.251436&address= 1/1 Product: RM10 (10 Degree Tilt) Module Manufacturer: REC Solar Model: REC365TP2SM 72 Module Watts: 365 watts Module Length: 78.90 in Module Width: 39.40 in Module Thickness: 1.20 in Module Weight: 48.50 lbs Module Type: II Ballast Block Weight: 32.0 lbs Max Blocks per Bay: 4 and 6 for North Edge Building Height: 21 ft Roof Type: TPO Parapet Height: 2 Array Height Row Spacing: 19.5 in PLAN REVIEW jI Total weight on roof: 6310 lbs - Racking weight: 306 lbs - Module weight: 1940 lbs - Ballast weight: 4064 lbs - Max Bay Load (Dead): 250 lbs Loads Used for Design - Building Code: ASCE 7-16 - Wind Speed: 105 mph - Ground Snow Load: 0 psf - Seismic (Ss): 0.94 g - Wind Exposure: C PROJECT TITLE: Centrica - C3 Christian Church Kid's Church PROJECT ID: QR-20200601-8794 Name: Centrica - C3 Christian Church Kid's Church Address: 2708 Gateway Road Building C City, State: Carlsbad, CA 92009 Module: REC Solar REC36STP2SM 72 365 Watts Attachment B.page 1 of 8 PROJECT REPORT - VERSION:INT 06.28.20 7/1/20 1:45 PM Designed By: IS Product: RM10 365 Watt Panels 1367 Sq Ft. 14.6 kWs Roof Attachment: U-2400 by Anchor Products 2 Attachment B. page of 8 LSiT[4i1*! Total Number of Modules 40 Total KW: 14.6 kWs Total Area: 1367 Sq Ft. Total weight on roof: 6310 lbs - Racking weight: 306 lbs - Module weight: 1940 lbs - Ballast weight: 4064 lbs Minimum Seismic Separation (Unattached Arrays): -Array to Array: 12 in - To Obstruction or Parapet: 24 in - To Roof Edge (No Parapet): 48 in Max Array (Seismic) (For Unattached Arrays) -NSRows: 8 - EW Columns: 37 Minimum seismic separation are met Attachment B. page 3 of 8 PROJECT REPORT VERSION:INT 06.28.20 PROJECT TITLE: Centrica - C3 Christian Church Kid's Church PROJECT ID: QR-20200601-8794 Name: Centrica - C3 Christian Church Kid's Church Address: 2708 Gateway Road Building C City, State: Carlsbad, CA 92009 Module: REC Solar REC36STP2SM 72 365 Watts 7/1/20 1:45 PM Designed By: IS Product: RM10 365 Watt Panels 1367 Sq Ft. 14.6 kWs Legend M Module Bay with Block Count Bay with Attachment Two Supplementary bay required 4 Attachment B. page 4 of 8 PROJECT REPORT VERSION:INT 06.28.20 PROJECT TITLE: Centrica - C3 Christian Church Kid's Church PROJECT ID: QR-20200601-8794 Name: Centrica - C3 Christian Church Kid's Church Address: 2708 Gateway Road Building C City, State: Carlsbad, CA 92009 Module: REC Solar REC36STP2SM 72 365 Watts 7/1/20 1:45 PM Designed By: IS Product: RM10 365 Watt Panels 1367 Sq Ft. 14.6 kWs Array fi Modules Lo Attachments Total Weight of Array 625' V I'A Array Weight, W 625O lbs -71 Component Importance Factor, Ip 1.0 (- Table 13.6.1(ASCE 7-16) Component response Factor, R 1.5 - Table 13.6.1(ASCE 7-16) Component amplification Factor, Ap 1.0 - Table 13.6.1(ASCE 7-16) Horizontal Seismic Design Force, Fp 3740 lbs - Equation 13.3.1(ASCE 7-16) Minimum Fp 1403 lbs (- Equation 13.3.3(ASCE 7-16) Maximum F 7481 lbs - Equation 13.3.2(ASCE 7-16) Used F 3740 lbs 0.7 x Fp 2618 lbs (- Equation 13.1.8(ASCE 7-16) Max. Allowable Shear per Attachment 872 lbs Max. Shear Load per Attachment for 15.98 Attachments 164 lbs 5 Name: Centrica - C3 Christian Church Kid's Church Designed By: IS Address: 2708 Gateway Road Building C Product: RM10 City, State: Carlsbad, CA 92009 365 Watt Panels Module: REC Solar REC365TP2SM 72 1367 Sq Ft. 365 Watts 14.6 kWs WIND DESIGN Elevation 415 ft Numerical coefficient - Imperial Units 0.00252 (- Section 26.10.1 (ASCE 7-16) Median Roof Height, h 21 ft Exposure C (- Section 26.7 (ASCE 7-16) Risk Category III <- Table 1.5-1 (ASCE 7-16) Basic Wind Speed, V 105 mph Velocity Pressure Exposure Coefficient, K 0.90 (- Table 26.10.1 (ASCE 7-16) Topographic Factor (assuming level ground), Kn 1.00 <- Section 26.8 (ASCE 7-16) Directionality factor, Kd 0.85 € Table 26.6-1 (ASCE 7-16) Velocity Pressure at Height qh = 0.00256KZKftKdV2 21.3 psf <- Equation 26.10.1 (ASCE 7-16) Design Life Factor, KdI 1.00 € Equation C26.5-4 (ASCE 7-16) Design Life Velocity Pressure qh x KdI2 21.3 psf Design pressure p = qGC 6 Name: Centrica - C3 Christian Church Kid's Church Designed By: IS Address: 2708 Gateway Road Building C Product: RM10 City, State: Carlsbad, CA 92009 365 Watt Panels Module: REC Solar REC365TP2SM 72 1367 Sq Ft. 365 Watts 14.6 kWs SYSTEM DEAD LOAD (0.6 34 33 33 X DL) (LBS) 33 35 33 35 33 32 32 32 32 33 32 32—T32 32 32 32 34 L 33 32 33 33 32 32 32 33 33 33 33 32 32 33 35 35 35 33 33 35 UPLIFT LESS SYSTEM DL TO PRIMARY BAYS (LBS) fTr14 70 offfr -1 -8. 67 47 1? -155 -4' 70 235 23. 51 51 13 56 r70 50 3S 39 13 43 j <1OI 14 -44 -314 -43 -43 -31 , 13 13 13 14 14 13 PROJECT UPLIFT SYSTEM CHECK UPLIFT (0.6 X GCP X 02 X A) (IBS) -10217 lbs SYSTEM DEAD LOAD (0.6 X DL) (LBS) 1348 lbs Ballast Dead Load (0.6X DL): 2438 lbs Attachment Help: 10764 lbs Check if Dead Load > Uplift *Attachments contribute 673 lbs. of resistance to uplift per attachment (approximately 21.1 blocks). 7 Attachment B. page 7 of 8 Name: Centrica - C3 Christian Church Kid's Church Designed By: IS Address: 2708 Gateway Road Building C Product: RM10 City, State: Carlsbad, CA 92009 365 Watt Panels Module: REC Solar REC36STP2SM 72 1367 Sq Ft. 365 Watts 14.6 kWs ...................................................................--r--......... 17 GCp FACTOR PER MODULE (DRAG EFFECT) DRAG (0.6 X GCP X Q.Z X A) (LBS) 1.35' 1.35 1.4 135 1.04 1.35 1.04 1.04 1.04 f! 1.04 104 1.04 1.04 1.04 1.04 1.35 i!5 1.04 1.04 1.35 1.35 1.04 1.04 1.35 1.35 1.35 1.35 1.35 1.35 1.35 1.3 1.35 . 135 1.35 135 1.35 1. GCp FACTOR PER MODULE (UPLIFT EFFECT) UPLIFT FOR DRAG (0.6 X GCP X QZ X A) (LBS) 49.6 TOTAL DEAD LOAD (0.6X DL) (LBS) DRAG CALCULATION 34. 33.; ?,3 33 ; 35 Array:. 1 _ 35. 3 32 32 33 TOTAL DEAD LOAD (0.6X DL) LBSf 3750 I:i.1 33 32 32 32 . 32 32 32 34:1r Drag +Uplift (O.6X GCP XQZXA): 5779lb :33 32 33 Number of Attachment-s: 33 ---. ......33 1 32 ---. 32 33 Shear Capacity (Bay or Attachment): 72 .s .. Jdj~ -. 35 L,35.: Total Drag Load: l 5779 Total Dead Load: 3750 lb Load Per Attachment: .,127 Ib *Attachments can contribute up to 872 lbs. of resistance to drag per attachment (approximately 21 blocks). 8 Attachment B. page 8 of 8 PROJECT REPORT VERSION:INT 06.28.20 7/1/20 1:45 PM PROJECT TITLE: Centrica - C3 Christian Church Kid's Church PROJECT ID: QR-20200601-8794 Name: Centrica - C3 Christian Church Kid's Church Designed By: IS Address: 2708 Gateway Road Building C Product: RM10 City, State: Carlsbad, CA 92009 365 Watt Panels Module: REC Solar REC36STP2SM 72 1367 Sq Ft. 365 Watts 14.6 kWs Risk Category III 4- Table 1.5-1 (ASCE 7-16) Importance Factor, Is 1.1 (-Table 1.5-2 (ASCE 7-16) Exposure Category C 4- Section 26.7 (ASCE 7-16) Exposure Factor, Ce 1 (-Table 7.2 (ASCE 7-16) Thermal Factor, Ct 1 (-Section C7.8 (ASCE 7-16) Ground Snow, p8 0 psf Tilt Angle 10° Flat Roof Snow Load, Pt =0.7CeCtlsPg 0.0 psf '6 Equation 7.3-1 (ASCE 7-16) Minimum Snow Load, Pm For p.:5 20 psf 0.0 psf (-Section 7.3.4 (ASCE 7-16) For Pg > 20 psf 22.0 psf <- Section 7.3.4 (ASCE 7-16) Slope Factor, C5 1 (-Figure 7-2a (ASCE 716)* Sloped Roof Snow Load, p5 = CSPf 0.0 psf 6 Equation 7.4-1 (ASCE 7-16) *Section C7.8 states "collectors should be designed to sustain a load calculated by using the "unobstructed slippery surfaces" curve in Fig. 7-2a." This indicates that Ct 15 1.0. Per Figure 7-2a for a roof slope of 5° with the unobstructed slippery surfaces graph, Cs = 1.0. 9 ProductBpecs Bolt T 3/8'-161k1.5"1Bolt T Materiallrypo:13041StainlessiSteel Plate 1 OuterDiamoter:151/2" T Fastener1HoleDiameter:117/64"8Tioles) T Fastener1HoIePattern:14-1/8"Dameter 1 Materialffhickness:D.047"7,1.194mm) T Material Type:13alvalumei\Z5S T CoveriMembrane T Manufacturer:1BrandEpedficDRteneric T Color:DefaultiWhite .1 Length:111.75' T Width-71.75" T Thickness:1Default1601rii Patents T Visit1vww.anchorp.com/patents Packagingispecs 1 SoldTndwiduallyDRlFulFBoxDuantityl '1 lndividuaflWeight:D.751bs T FulrBoxDuantity:lloUnits. 1 BoxlWeight:1likpprox.197bs T BoxDmensiors:1I3'1c1I1'"i13" '1 FuU1PalletDuanUtyf501boxes 1 Pallet1Eimensions:18"1C140"1(E7" U-ANCHORT'i i ijT1U24OOTPO MECHANICALLYT1ACHEDOLUTION1FORINGLE-PLY1ROOFINGSYSTEMT Aftachmentt.age11 bfB ANCHOR PRODUCTS" Description The U24OO-TPOTs1ightweightooftopbttachrnentystemT consisting bf -Anchor 2000 Eeres1latendloverT membrane. TheoverTrembraneTsTactoryeaIed1toltheieopT of manufacturerccepted1ttachmentiorTnechanicaHyttachedT and7uUydhered1TPOingle-ply7nembranes. Advantages T Extremelytrongrnd1flghtweight T FastTnstaation,pproxmateTatebf1121er1ranhour 1 lns6;.-&lsbnnyurface7rom1flatioiertical Front Back U-Anchorttachment TheU2400-TP0is1ttachedby1fastening1throughTheoofingT fasteners heTnembraneover1sithenhotbr1velded1roundT theerimeter1oltheioofTnembrane. typendherojectngineer. Refer1oinstallation1nstructionsnd1the1pecified1oofingT materiallrianufacturerTequirementsbeforelnstalling. Equipmentttachment after1ts1installed,1he1onnection1iutTnustbeTastened1toT approxima4.-ey20-251torqueounds.T Use alibrated1torque1vrench1Juring1nstalfltonsureT appropriateesultsrechieved. Testingi/lApprovals T AcceptedFtAjflMajorlRooflnglManufacturers .1 LARRLsted quest. Ratrngs ResLits are base on pTs e perotrnence or. Uftirite Load Shear: 4000 lbs Ic ,s'as performed in e IC1 -ES AC467 Section 3,2 Warranty T StandardT20Wear1Materiafl0nly1Warranty MADE IN MANUMCTURER U. -SA. AnchorProductstLC. 13885752131 P0Eox11551 Secured1MountlngSolutlonsTM www.anchorp.com CoIleyvilieTrXr/6034 info()anchorp.com EnIarged#o#howetaiI. back-out#esistanceit AP t'] J 1Ii I Lt(I **!'] 1I* BB-18FndB-18R$aflenar. COD TJ as1TILi:1I1II[c FMIobaIZ' MW 1.4 Miami-Dadefountyl 'N# APPROM 6.1 StateffiffiloridaMM50W # 10•ffuropeanffechnicaI#pprovaIffTA9/0375 L?. I Material:#SAEt1022Aieat#reated 29.9 Manufactungtocation:# ryanMHJSA Coating:# Tru-Kote'Mffpoxyff-Coat 34.6 LEEDffIigibIeecycIedontent:0% F-53-&------- PARTLENGTHI(seechatteelow 2.438 THREAOLENGTHI(SeBha,teIow 'LIPS .110 FLATITRUSSIEAD MOUNSIONEIMEM.130 I J :'] '1II 11I * I ['] HD-1500 i 1-1/2" 38.1#m I 1-1/2"#LFuII) 38.1thm 1000/Bucket 12.94bs. 1 80,000 71 F 21 1OOO/BucIret15.5lbs. , HD-2500 2-1/2" 63.5thm 2-1/2'(FuIl) 63.5#nm 1000/Bucket 1 19.44bs. I 80,000 ....- cZ 7/ 73knm j008ucket 7bs 80, 00 HD-3500 3-1/2" 88.9#nm 2-7/8" 73Stnm 1000/Bucket i 26.44bs. I 80,000 - .... ......... ,.-., - --.' ..... .... HD-4000 4" 101.6#nrn HD-4500 4-1/2" 114.3tnm 5" 127.0hm HD-5500 5-1/2" 139.7#m HD-7000 7 177..8thim .HD-8000.. 203.20m HD-9000 1 9 228.6thim HD1000it: 254., , M HD-11000 279.4#nm 3-7/8" 98.4frnm 1000/Bucket 33.69bs. 1 60,000 3-7/8" 98.44him 1000/Bucket 40.8ibs. I 60,000 3-7/8" 984Th,m 110k 3-7/8" 98.44nm I 500/Bucket 25.94b. 40,000 3-7/8 98.4#nm 500/81kket 49J1bs. 40,000 3-7/8" 98.4Mm 250/Bucket 11 16.69bs. 15,000 3-7/8' 98.4#rm 250/Bucket M 8.56s. 15,000 3-7/8" 98.4#nm , 250/Bucket I Q0.1Ibs. 15,000 Form No. TF-1204 Rev. 1/15 AftachmentC.age3tbf3 TRUFAST #1411 D1Roofingfasteners# Property Standard AverageliltimateNalue lensile&rength: A51M1606-10 3200*bf. Shear&rength:1 NASM312-20 2200Abf.threadone) Corrosionesistance: FMI470,#iSTM#36294MlNE018 Average4JItimateuIIoutNaIuesRn(orrugatedteeI4eckubstrates Thickness 24ma. 224a. 20a. 18Ia. 16a. YieIdtrength 36.5si 33.0*si 80.01ksi 102.0si 33.04si I 80.0si 102.0si 1 33.0si 80.0si 102.0si 33.0lcsi 80.0*si MAN 1 Pullout4lbf.) 255 315 1 480 1 560 420 1 615 1 710 675 885 985 850 1115 1240 APAated#SB I APAMatedflywood 5PF2 Thickness 7 /16" 1 15/32" 19/32" 23/32" : 15/32 19/32" 23/32" PutIoutIbf.) 270 290 310 410 :A661;410 730 795* Average#JItimate#uIIoutNaIuesRnOOOsi.koncrete I Pullout$Ibf.) I 450k I as#neasured*om#hemndersideIMheeckthsteneripitare#houIde#aken#orient# theMnsuIationr#nembrane. For#Concrete#Decks:#Pre-drilI#3/16"#diameter#hoIe#using#a#driII#bit#that#meets#the# requirement NSItandardB212.15iheioIe#nust4e4b#ninimum#fWi"eeper#han#he# fastene*mbedment.#ffJsing#heWhiIIipsfdrivethitrovidedffindffi-1500#pm#crewIun,# seated##heIatebar.#are*houIdthe#aken#oThrient#he#astenederpendicuIar#o#he# AIB ® verifc#he#ubstraterovidesdequateuII-out*aIues. SINCE 1823 ALTENLO, BRINCK & CO. U.S., INC.. TRUFAST8##14#HD#Roofing#Fasteners#are#manufactured#by#the# 02105 Williams County Rd. 12-C. Bryan, OH 43506 Phone: 419-636-6715 or 800-443-9602 • Fax: 419-636-1784 Email: sales@trufast.com www.trufastcom SAN DIEGO REGIONAL OFFICE USE ONLY HAZARDOUS MATERIALS RECORDID# # PLAN CHECK acce QUESTIONNAIRE BP DATE Business Name Business Contact Telephone # C3 CHURCH SAN DIEGO PASTOR JESSE SULLIVAN 858-300-2581 Project Address City State Zip Code APN# 2708 GATEWAY ROAD - BUILDING C CARLSBAD CA 92009 213-263-11 Mailing Address City State Zip Code Plan File# 2716 GATEWAY ROAD CARLSBAD CA 92009 Project Contact Applicant E-mail Telephone # CHRIS BIALY christopher.bialy@centrica.com 310-210-1830 r he following questions represent the facilitys activities, NOT the specific project description. iaucate Dy circling the item, wnetner your business will use, process, or store any must contact the Fire Protection Agency with jurisdiction prior to plan submittal. any or tne items are Occupancy Rating: Facility's Square Footage (including proposed project): Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives 13. Corrosives Compressed Gases 6. Oxidizers 10. Cryogenics 14. Other Health Hazards Flammable/Combustible Liquids 7. Pyrophorics 11. Highly Toxic or Toxic Materials 15. None of These. Flammable Solids 8. Unstable Reactives 12. Radioactives Call (858) 505-6700 prior to the issuance of a building permit. FEES ARE REQUIRED - Project Completion Date: Expected Date of Occupancy: YES NO (for new construction or remodeling projects) 0 El Is your business listed on the reverse side of this form? (check all that apply).. 0 El Will your business dispose of Hazardous Substances or Medical Waste in any amount? 0 El Will your business store or handle Hazardous Substances in quantities greater than or equal to 55 gallons. 500 pounds and/or 200 cubic feet? 0 El Will your business store or handle, carcinogens/reproductive toxins in any quantity? 0 El Will your business use an existing or install an underground storage tank? 0 El Will your business store or handle Regulated Substances (CalARP)? 0 0 Will your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? 0 El Will your business store petroleum in tanks or containers at your facility with a total facility storage capacity equal to or greater than 1,320 gallons? (California's Aboveground Petroleum Storage Act). If the answer to any Diego, CA 92123. CalARP Exempt Date Initials CalARP Required Date Initials CalARP Complete Date initials PART III: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT (APCD): Any YES* answer requires a stamp from APCD 10124 Old Grove Road, San Diego, CA 92131 aocdcomo(itsdcountv.ca.gov (858) 586-2650). [No stamp required if 01 Yes and 03 Yes and 04-06 No]. The following questions are intended to identify the majority of air pollution issues at the planning stage. Projects may require additional measures not identified by these questions. For comprehensive requirements contact APCD. Residences are typically exempt, except - those with more than one building on the property; single buildings with more than four dwelling units; townhomes; condos; mixed-commercial use; deliberate bums; residences forming part of a larger project. [Excludes garages & small outbuildings.] YES NO 0 El Will the project disturb 160 square feet or more of existing building materials? 0 El Will any load supporting structural members be removed? Notification may be required 10 working days prior to commencing demolition. 0 0 (ANSWER ONLY IF QUESTION I or 2 IS YES) Has an asbestos survey been performed by a Certified Asbestos Consultant or Site Surveillance Technician? 0 0 (ANSWER ONLY IF QUESTION 3 IS YES) Based on the survey results, will the project disturb any asbestos containing material? Notification may be required 10 working days prior to commencing asbestos removal. 0 El Will the project or associated construction equipment emit air contaminants? See the reverse side of this form or APCD factsheet (www.sdaocd.org/info/facts/permits.odfl for typical equipment requiring an APCD permit 0 0 (ANSWER ONLY IF QUESTION 5 IS YES) Will the project or associated construction equipment be located within 1,000 feet of a school boundary Briefly describe business activities: Briefly describe proposed project: SOLAR SYSTEM DESIGNER AND INSTALLER INSTALLATION OF ROOFTOP SOLAR SYSTEM best of my knowledge and belief are true and correct. 07 /10 /2020 Date FIRE DEPARTMENT OCCUPANCY CLASSIFICATION: FOR OFFICAL USE ONLY: BY: DATE: EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY-HMD APCD COUNTY-HMD APCD COUNTY-HMI) APCD A stamp in tnis box only exempts businesses trom completing or updating a Hazardous Materials Business Plan. Other permitting requirements may still apply. HM-9171 (08/15) County of San Diego - DEH - Hazardous Materials Division LIST OF BUSINESSES WHICH REQUIRE REVIEW AND APPROVAL FROM THE COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH - HAZARDOUS MATERIALS DIVISION Check all that apply: AUTOMOTIVE Battery Manufacturing/Recycling Boat Yard Car Wash Dealership Maintenance/Painting Machine Shop Painting Radiator Shop Rental Yard Equipment Repair/Preventive Maintenance Spray Booth Transportation Services Wrecking/Recycling CHEMICAL HANDLING Agricultural supplier/distributor Chemical Manufacturer Chemical Supplier/Distributor Coatings/Adhesive Compressed Gas Supplier/Distributor Dry Cleaning Fiberglass/Resin Application Gas Station Industrial Laundry Laboratory Laboratory Supplier/Distributor Oil and Fuel Bulk Supply Pesticide Operator/Distributor CHEMICAL HANDLING Photographic Processing Pool Supplies/Maintenance Printing/Blue Printing Road Coatings Swimming Pool Toxic Gas Handler Toxic Gas Manufacturer METAL WORKING Anodizing Chemical Milling/Etching Finish-Coating/Painting Flame Spraying Foundry Machine Shop-Drilling/Lathes/Mills Metal Plating Metal Prepping/Chemical Coating Precious Metal Recovery Sand Blasting/Grinding Steel Fabricator Wrought Iron Manufacturing AEROSPACE Aerospace Industry Aircraft Maintenance Aircraft Manufacturing OTHERS AND MISCELLANEOUS Asphalt Plant Biotechnology/Research Chiropractic Office Co-Generation Plant Dental Clinic/Office Dialysis Center Emergency Generator Frozen Food Processing Facility Hazardous Waste Hauler Hospital/Convalescent Home Laboratory/Biological Lab Medical Clinic/Office Nitrous Oxide (NOn) Control System Pharmaceuticals Public Utility Refrigeration System Rock Quarry Ship Repair/Construction Telecommunications Cell Site Veterinary Clinic/Hospital Wood/Furniture Manufacturing/Refinishing ELECTRONICS Electronic Assembly/Sub-Assembly Electronic Components Manufacturing Printed Circuit Board Manufacturing NOTE: THE ABOVE LIST INCLUDES BUSINESSES, WHICH TYPICALLY USE, STORE, HANDLE, AND DISPOSE OF HAZARDOUS SUBSTANCES. ANY BUSINESS NOT INCLUDED ON THIS LIST, WHICH HANDLES, USES OR DISPOSES OF HAZARDOUS SUBSTANCES MAY STILL REQUIRE HAZARDOUS MATERIALS DIVISION (HMD) REVIEW OF BUSINESS PLANS. FOR MORE INFORMATION CALL (858) 505-6880. LIST OF AIR POLLUTION CONTROL DISTRICT PERMIT CATEGORIES Businesses, which include any of the following operations or equipment, will require clearance from the Air Pollution Control District. CHEMICAL 47—Organic Gas Sterilizers 32— Acid Chemical Milling 33—Can & Coil Manufacturing 44—Evaporators. Dryers & Stills Processing Organic Materials 24— Dry Chemical Mixing & Detergent Spray Towers 35—Bulk Dry Chemicals Storage 55—Chrome Electroplating Tanks COATINGS & ORGANIC SOLVENTS 27—Coating & Painting 37—Plasma Arc & Ceramic Deposition Spray Booths 38— Paint. Stain & Ink Mfg 27— Printing 27— Polyester Resin/Fiberglass Operations METALS Metal Melting Devices Oil Quenching & Salt Baths 32— Hot Dip Galvanizing 39— Precious Metals Refining ORGANIC COMPOUND MARKETING (GASOLINE. ETC) 25— Gasoline & Alcohol Bulk Plants & Terminals 25— Intermediate Refuelers 26—Gasoline & Alcohol Fuel Dispensing COMBUSTION 34— Piston Internal - Combustion Engines 13— Boilers & Heaters (1 million BTU/hr or larger) 14— Incinerators & Crematories 15— Bum Out Ovens 16— Core Ovens 20— Gas Turbines, and Turbine Test Cells & Stands 48— Landfill and/or Digester Gas Flares ROCK AND MINERAL Hot Asphalt Batch Plants Rock Drills Screening Operations Sand Rock & Aggregate Plants Concrete Batch, CTB, Concrete Mixers, Mixers & Silos Brick Manufacturing 51 - Aqueous Waste Neutralization Tire Buffers 17— Brake Debonders 23— Bulk Grain & Dry Chemical Transfer & Storage 45— Rubber Mixers 21 -Waste Disposal & Reclamation Units 36— Grinding Booths & Rooms 40— Asphalt Pavement Heaters 43—Ceramic Slip Casting 41 - Perlite Processing 40— Cooling Towers - Registration Only 91 - Fumigation Operations 56— WWTP (1 million gal/day or larger) & Pump Station FOOD 12— Fish Canneries 12— Smoke Houses 50— Coffee Roasters 35—Bulk Flour & Powered Sugar Storage SOLVENT USE Vapor & Cold Degreasing 30— Solvent & Extract Driers 31 - Dry Cleaning ELECTRONICS OTHER Automated Soldering 01 -Abrasive Blasting Equipment 42— Electronic Component Mfg 03— Asphalt Roofing Kettles & Tankers 46— Reverse Osmosis Membrane Mfg NOTE: OTHER EQUIPMENT NOT LISTED HERE THAT IS CAPABLE OF EMITTING AIR CONTAMINANTS MAY REQUIRE AN AIR POLLUTION CONTROL DISTRICT PERMIT. IF THERE ARE ANY QUESTIONS, CONTACT THE AIR POLLUTION CONTROL DISTRICT AT (858) 586-2600. HM-9171 (08/15) County of San Diego - DEH - Hazardous Materials Division (city o f Carlsbad CLIMATE ACTION PLAN CONSISTENCY CHECKLIST B-50 Development Services Building Division 1635 Faraday Avenue (760) 602-2719 www.carlsbadca.gov i This checklist is intended to assist building permit applicants identify which Climate Action Plan (CAP) ordinance requirements apply to their projects. The completed checklist must be included in the building permit application. It may be necessary to supplement the completed checklist with supporting materials, calculations or certifications, to demonstrate full compliance with CAP ordinance requirements. For example, projects that propose or require a performance approach to comply with energy-related measures will need to attach to this checklist separate calculations and documentation as specified by the ordinances. NOTE: The following type of permits are not required to fill out this form Patio 1 + Decks --F--.'- PME (w/o panel upgrade) + Pool 4 If an item in the checklist is deemed to be not applicable to a project, or is less than the minimum required by ordinance, an explanation must be provided to the satisfaction of the Building Official. 4 Details on CAP ordinance requirements are available on the city's website. 4 A CAP Building Plan template (form B-55) shall be added to the title page all building plans. This template shall be completed to demonstrate project compliance with the CAP ordinances. Refer to the building application weboape and download the latest form. Application Information Project Name/Building Permit No.: C3 CHURCH KIDS CENTER BPNo.: PropertyAddress/APN: 2708 GATEWAY ROAD - BUILDING C (APN: 213-263-11) Applicant Name/Co.: CHRIS BIALY OF VISTA SOLAR INC DBA CENTRICA BUSINESS SOLUTIONS Applicant Address: 2985 KIFER RD, SANTA CLARA, CA 95051 Contact Phone: 310-210-1830 Contact Email: christopher.bialy@centrica.com Contact information of person completing this checklist (if different than above): Name: Contact Phone: Company name/address: Contact Email: Applicant Signature: Date: 07/10/20 B-50 Page 1 of 6 Revised 08/19 City of Carlsbad Climate Action Plan Consistency Checklist Use the table below to determine which sections of the Ordinance Compliance checklist are applicable to your project. For alterations and additions to existing buildings, attach Building Permit Valuation worksheet. Building Permit Valuation (BPV) from worksheet: $ UNABLE TO FIND ONLINE Construction Type I CompleteSection(s) INo A high-rise residential building is 4 or more stories, including a U Residential Low-rise High-rise mixed-use building in which at least 20% of its conditioned floor area is residential use 0 New construction 1B, 2B, 2A. 3A, 4A 3B, 4A 0 Additions and alterations: BPV < $60,000 N/A NIA All residential additions and alterations BPV ~ $60,000 1A 4A 4A 1-2 family dwellings and townhouses with attached garages E3 Electrical service panel upgrade only ' only *Multi-family dwellings only where interior finishes are removed E3 BPV a $200,000 1A, 4A* 1B, 4A* and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed EJ Nonresidential 0 New construction 1B, 2B, 3B, 4B and 5 Alterations: El BPV a $200,000 or additions a 1,000 lB 5 square feet BPV a $1,000,000 1B, 2B, 5 2: 2,000 sq. ft. new roof addition 2B, 5 Building alterations of a 75% existing gross floor area I B also applies if BPV ~ $200,000 CAP Ordinance Compliance Checklist Rem Check the appropriate boxes, explain all not applicable and exception items, and provide supporting calculations and documentation as necessary. 1. tnergy rriciency Please refer to Carlsbad Municipal Code (CMC) sections 18.21.155 and 18.30.190, and the California Green Building Standards Code (CALGreen) for more information when completing this section. A. 0 Residential addition or alteration? $60,000 building permit valuation. 0 NIA___________________________ See CMC section 18.30.190. 0 Exception: Home energy score a 7 (attach certification) Year Built Single-family Requirements Multi-family Requirements Before 1978 Select one: 0 Duct sealing 0 Attic insulation 0 Cool roof 0 Athc insulation 1978 and later Select one: 0 Lighting package 0 Water heating Package Between 1978 and 1991 Select one: Duct seating 0Athc insulation 0 Cool roof El 1992 and later Select one: Lighting package 0 Water heating package B. 2] Nonresidential* new construction or alterations? $200,000 building permit valuation, or additions? 1,000 square feet. 0 N/A Updated 8/15/2019 2 City of Carlsbad Climate Action Plan Consistency Cheôklist See CMC 18.21.155 and CALGreen Appendix AS, Division A5.2 - Energy Efficiency. A5.203.1.1 Choose one: 0.1 Outdoor lighting 0.2 Warehouse dock seat doors 0:3 Restaurant service water heating (comply with California Energy Code section 140.5, as amended) El N/A_____________________________ 0.4 Daylight design PAFs * 0.5 Exhaust air heat recovery I A5.203.1.2.1 Choose one as applicable: 0.95 Energy budget 0.90 Energy budget El N/A A5.211.1 El On-site renewable energy . 0 N/A A5.211.3 0 Green power (if offered by local utility provider, 50% minimum renewable sources) El N/A___________________________ A5.212.1 0 Elevators and escalators El N/A A5.213.1 - 0 Steel framing El N/A__________________ * Indudes hotels/motels and high-rise residential buildings For alterations a $1,000,000 BPV and affecting >75% existing gross floor area, or alterations that add 2,000 square feet of new roof addition: comply with CMC 18.30.130 instead. 2. Photovoltaic Systems 0 Residential new construction (for low-rise residential building permit applications submitted after 111120). Refer to 2019 California Energy Code section 156.1(c)14 for requirements. Notes: 1) High-rise residential buildings are subject to nonresidential photovoltaic requirement (213 below) instead. 2) If project includes installation of an electric heat pump water heater pursuant to CMC 18.30.150(8) (high-rise residential) or 18.30.170(8) Pow-rise residential), increase system size by .3kWdc if PV offset option is selected. Floor Plan ID (use additional sheets if necessary) CFA - #d.u. ' Calculated kWdc* Exception 0 0 Total System Size: kWdc kWdc = (CFAx.572) /1,000 + (1.15 x #d.u.) *Formula calculation where CFA = conditional floor area, #du = number of dwellings per plan type If proposed system size is less than calculated size, please explain. [] Nonresidential new construction or alterations 2$1,000,000 BPV and affecting 1750/6 existing floor area, or addition that increases roof area by ?2,000 square feet. Please refer to CMC section 18.30.130 when completing this section. Note: This section also applies to high-rise residential and hotellmotel buildings. Choose one of the following methods: El Gross Floor Area (GFA) Method GFA: 7175 Mm. System Size: 5 kWdc El If < 10,000s.f. Enter: 5 kWdc 0 If 2: 10,000s.f. calculate: 15 kWdc x (GFAJI0,000) **Round building size factor to nearest tenth, and round system size to nearest whole number. 0 Time- Dependent Valuation Method Updated 8/15/2019 City of Carlsbad Climate Action Plan Consistency Checklist Annual TDV Energy use:*** x.80= Min. system size: kWdc ***Attach calculation documentation using modeling software approved by the California Energy Commission. 3. Water Heating A. IJ Residential and hotel/motel new construction Please refer to CIVIC sections 18.30.150 and 18.30.170 when completing this section. []For systems serving individual dwelling units choose one: Heat pump water heater AND Compact hot water distribution AND Drain water heat recovery (low-rise residential only) O Heat pump water heater AND PV system .3 kWdc larger than required in CIVIC section 18.30.130 (high rise residential hotel/motel) or CA Energy Code section 150.1(c) 14 (low-rise residential) O Heat pump water heater meeting NEEA Advanced Water Heating Specification Tier 3 or higher O Solar water heating system that is either .60 solar savings fraction or 40 s.f. solar collectors Exception: For systems serving multiple dwelling units, install a central water-heating system with all of the following: Gas or propane water heating system []Recirculation system per CIVIC 18.30.150(B) (high-rise residential, hotel/motel) or CIVIC 18.30.170(B) (low- rise residential) O Solar water heating system that is either: 0.20 solar savings fraction 0.15 solar savings fraction, plus drain water heat recovery 0 Exception: B. Nonresidential new construction Please refer to Carlsbad Ordinance CIVIC section 18.30.150 when completing this section. Water heating system derives at least 40% of its energy from one of the following (attach documentation): O Solar-thermal 0 Photovoltaics 0 Recovered energy []Water heating system is (choose one): - Heat pump water heater Electric resistance water heater(s) DSolar water heating system with .40 solar savings fraction 0 Exception: Updated 8/15/2019 4 City of Carlsbad Climate Action Plan Consistehcy Checklist 4. Electric Vehicle Charging A. 0 Residential New construction and major alterations* Please refer to Carlsbad Ordinance CIVIC section 18.21.140 when completing this section. DOne and two-family residential dwelling or townhouse with attached garage: DOne EVSE Ready parking space required 0 Exception:_______________________________ DMulti-family residential: 0 Exception:_________________ Total Parking Spaces Proposed EVSE Spaces Capable Ready Installed Total CalculatiOns: Total EVSE spaces =10 x Total parking (rounded up to nearest whole number) EVSE Installed = Total EVSE Spaces x.50 (rounded up to nearest whole number) EVSE other= Total EVSE spaces - EVSE Installed (EVSE other may be "Capable," 'Ready" or "Installed.") *Major alterations are: (1) for one and two-family dwellings and townhouses with attached garages, alterations have a building permit valuation a $60,000 or include an electrical service panel upgrade; (2) for multifamily dwellings (three units or more without attached garages), alterations have a building permit valuation ~ $200,000, interior finishes are removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed. B. [] Nonresidential new construction (Includes hotels!motels) Total Parking Spaces 10 I 2 Calculation: Refer to the table below: O Exception:______________________________ EVSE Spaces ady Installed Total 5 1 8 Total Number of Parking Spaces provided Number of required EV Spaces Number of required EVSE Installed Spaces 0-9 1 1 10-25 2 1 26-50 4 2 51-75 6 3 76-100 9 5 fJ 101-150 12 6 151-200 17 . 9 201 and over -. 10 percent of total 50 percent of Required EV Spaces Updated 8/15/2019 5 City of Carlsbad Climate Action Plan Consistency Checklist I 5. 0 Transportation Demand Management (TDM): Nonresidential ONLY An approved Transportation Demand Management (TOM) Plan is required for all nonresidential projects that meet a threshold of employee-generated ADT. City staff will use the table below based on your submitted plans to determine whether ornor your permit requires a TOM plan. If TOM is applicable to your permit, staff will contact the applicant to develop a site-spedc 1DM plan based on the permit details. Employee ADT Estimation for Various Commerôial Uses 13 : Restaurant__________ Retail3 . 8 . 4.5 Industrial 4 .3.5 Wrhnusinn 4 1 i Unless otherwise noted, rates estimated from ITE Trip Generation Manual, W/"Edition 2 For all office uses, use SANDAG rate of 20 ADT/1 ,000 sf to calculate employee ADT Retail uses include shopping center, variety store, supermarket, gyms, pharmacy, etc. . Other commercial uses may be subject to special consideration Sample calculations: Office: 20,450 sf 1. 20,450 sf 1000 x 20 = 409 Employee ADT Retail: 9,334 sf First 1,000 sf = 8 ADT 9,334 sf - 1,000 sf =8,334 sf (8,334 sf/1,000 x 4.5) +8 = 46 Employee ADT Acknowledgment: I acknowledge that the plans submitted may be subject to the City of Casbad's Transportation Demand Management Ordinance. I agree to be contacted should my permit require a TOM plan and understand that an approved 1DM plan is a condition of permit issuance. Applicant Signature: ?42j.. . Date:0711 0/20 Person other than Applicant to be contacted for TOM compliance (if applicable): Name (Phnted):_CHRIS BIALY Phone Number: 310-210-1830 Email Address:christopher.bialy@centrica.com Updated 8/15/2019