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Home My WebLink About1946 Kellogg Ave; ; CBC2019-0090; Permit(City of Carlsbad Print Date: 06/19/2019 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: # Dwelling Units: Bedrooms: Project Title: 1946 Kellogg Ave BLDG-Commercial 2120922800 $58,800.00 Commercial Permit Work Class: lot#: Reference #: Construction Type: Bathrooms: Orig. Plan Check#: Plan Check#: Cogen Description: ROLL-CHAIKEN ENTERPRISES: 44.1 KW ROOF MOUNT PV SYSTEM, 147 MODS Applicant: PLANET SOLAR INC ZEKE ALVAREZ 73820 Dinah Shore Dr Palm Desert, CA 92211-0820 760-625-6716 BUILDING PERMIT FEE ($2000+) BUILDING PLAN CHECK FEE (BLDG) MANUAL BUILDING PLAN CHECK FEE SB1473 GREEN BUILDING STATE STANDARDS FEE STRONG MOTION-COMMERCIAL Total Fees: $859.08 Owner: ROLL AND CHAIKEN ENTERPRISES LLC 1946 Kellogg Ave CARLSBAD, CA 92008 Total Payments To Date: $859.08 Status: Applied: Issued: Permit Finaled: Inspector: Final Inspection: Contractor: PLANET SOLAR INC 117 N Sunnyside Ave Clovis, CA 93611-0597 760-341-1413 Balance Due: 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. Permit No: CBC2019-0090 Closed -Finaled 03/01/2019 05/13/2019 6/19/2019 7:10:36AM $0.00 $445.87 $312.11 $81.64 $3.00 $16.46 1635 Faraday Avenue, Carlsbad, CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov (city of Carlsbad COMMERCIAL BUILDING PERMIT APPLICATION B-2 PC Deposit --------- Date ~c...-,..,,.1'--..,_J_-_,_J q-'---- Job Address \ "\41... \CE· 1 CX..'-~ C,A~o C,A Suite: ____ APN: 2..12.-QqZ..-28-00 4za:e, Tenant Name: fov.:c+•,Uc,I ~~"" u...c..,.. CT/Project#: Lot#: ___ _ Occupancy: ________ Construction Type: ___ Fire Sprinklers: yes/ no Air Conditioning: yes/ no BRIEF DESCRIPTION OFWORK:Lf'-\,.\ \4tl ~-.oe ~-\,i.,_~~ov 'S>'-"'"-"' --J. <:.o,,...A,12.XQ½£.-')rn.-YN \.~9:&-Mc!Wf \,hhlf&:t a D Addition/New: __________ ,New SF and Use, __________ New SF and Use, ___ Deck SF, Patio Cover SF (not including flatwork) D Tenant Improvement: _____ SF, _____ SF, Existing Use ______ Proposed Use ______ _ Existing Use Proposed Use ______ _ D Pool/Spa: _____ SF Additional Gas or Electrical Features? ____________ _ ~olar:.YL.j. \ KW, \l·\ 1 Modules,~ Mounted, Tilt~ No, RMA: Yes/ No, Panel Upgrade: Yes 4) D Plumbing/Mechanlcai/Electrlcal Only: _______________________ _ D Other: -------------------------------------- APPLICANT (PRIMARY) PROPERTY OWNER Name: #l( 'if: /+v.J~ Name: $\.)>A>-1 ~ Address: -fl,2;>2,Q D»,w.;\; ~'b,•? ~.._ • Address: \0\1.\\:, ~ .J>rl'-- City: e~)>,.?:frt?-<State:(JA: Zip: "1-Z--Z:Jl City: C..,_:%1? 11:P State:~ Zip: q2.00g. Phone:(Jl,<b i.,u;-_..-__,.1;2,.....1,.,;\..,.\e~------Phone: _______________ _ Email: Ze¥«QJ?\w,\.ek.J:.o\c...r.,="' Email: ___________________ _ DESIGN PROFESSIONAL CONTRACTOR BUSINESS Name: _______________ Name: ~~ ~ \l'lt.,. Address:_______________ Address:"13f,2p :R\"',.M,\ ~~ 'Qi._ City: _______ State: _ __.Zlp: ____ City: R.>M& J?ts ,...,_. State: c,.A-Zip: _V:U.,_..:::.:.;cl ___ _ Phone: Phone: l3bo":> 34 \-· \':\ I~ Email: Email: We A) ~\p,,tl,$k5-p\o.<'-U>""'-- Architect State License: State License: :'!:?£,?,13, Bus. License: /J:f¥{, · qeJ, i/t / ( '1 (Sec. 7031.S Business and Professions Code: Any City or County which requires a permit to construct, alter, Improve, demolish or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he/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 ls 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)). 1635 Faraday Ave Carlsbad, CA 92008 B-2 Ph: 760-602-2719 Fax: 760-602-8558 Page 1 of2 Email: Building@carlsbadca.gov Rev. 06/18 ( OPTION A): WORKERS'COMPENSATION DECLARATION: I hearby affirm under penalty of perjury Q!1§. of the following declarations: □ I have and wlll 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. lil1have and wlll maintain worker's compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit ls Issued. My workers' compensatfon Insurance carrier and policy number are: lnsuranc1 Co~ny Name: ~ Policy No. Qr.,£2.1,-QQl«C:::: Expiration Date: _-,-'-1 _ _.0,:..ILJ+fJlc:"\1-___ _ □ Certificate of Exemption: l 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 Californla. WARNING: Fallure to secure workers compensation coverage Is unlawful, and shall subject an employer to criminal penalties and clvll fines up to $100,000.00, on t the cost of compensation, damages as provkled for In Section 3706 of the Labor Code, Interest and attorney's fees. CONTRACTOR SIGNATURE: { OPTION B ): OWNER-BUILDER DECLARATION: I hereby affirm that I am exempt from Contractor's License Law for the following reason: □ I, as owner of the property or my employees with wases 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). □ l, 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). □ I am exempt under Section _______ ,Business and Professions Code for this reason: 1. I personally plan to provlde the major labor and materials for construction of the proposed property Improvement. □ Yes □ No 2. I (have/ have not) signed an application for a building permit for the proposed work. 3. l have contracted with the following person (firm) to provide the proposed construction (Include name address/ phone/ contractors' llcense number): 4. I plan to provide portions of the work, but I have hired the followtng person to coordinate, supervise and provide the major work (include name/ address/ phone/ contractors' license number): 5. I wlll provide some of the work, but I have contracted (hired) the fotlowlns persons to provide the work Indicated (Include name/ address/ phone/ type of work): OWNER SIGNATURE: _________________ □AGENT DATE: _____ _ CONSTRUCTION LENDING AGENCY, IF ANY: I hereby affirm that there Is a construction lending agency for the performance of the work thls permit ls Issued (Sec. 3097 (I) C!vll 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? □ Yes □ No ls the applicant or future bulldlns occupant required to obtain a permit from the air po!lutlon control district or alr quality management district? □ Yes □ No Is the fac111ty 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: l certify that I have read the appllcation and state that the above Information is correct and that the information on the plans ls 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 ANO KEEP HARMLESS THE CITY OF CARLSBAD AGAINST AU LIABILITIES, JUDGMENTS, COSTS ANO EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.OSHA: An OSHA permit Is required for excavations over 5'0' deep and demolltlon or construction of structures over 3 stories In height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void If the building or work authorized by such perm1t Is not commenced within 180 days f the of such permit or If the bullding or work authorized by such permit ls suspended or abandoned at any time APPLICANT SIGNATURE: after the work Is commenced for a period of (Sect! 106.4.4 Uniform Bui Code) . ..-,,;G.~c~;.,._~:2----------DATE: z/u/ I "I 1635 Faraday Ave Carlsbad, CA 92008 B-2 Ph: 760-602-2719 Fax: 760-602-8558 Page 2 of 2 Email: Building@carlsbadca.gov Rev. 06/18 PERMIT INSPECTION HISTORY REPORT (CBC2019-0090) Permit Type: BLDG-Commercial Application Date: 03/01/2019 Owner: Work Class: Cogen Issue Date; 05/13/2019 Subdivision: Status: Closed -Finaled Expiration Date: 12/16/2019 Address: Scheduled Date 06/18/2019 Actual Start Date 06/18/2019 06/19/2019 06/19/2019 June 19, 2019 IVR Number: 17399 Inspection Type Inspection No. BLDG-36 Solar Panel 094826-2019 BLDG-Final Inspection Checklist Item BLDG-Building Deficiency 096028-2019 Checklist Item BLDG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final Inspection Status Primary Inspector Passed Paul York COMMENTS Passed Paul York COMMENTS ROLL AND CHAIKEN ENTERPRISES LLC PARCEL MAP NO 17721 1946 Kellogg Ave Cansbad, CA 92008-6508 Relnspection Passed Yes Passed Yes Yes Yes Yes Yes Complete Complete Complete Page 1 of1 ✓• EsG1I A SAFEbuilt Company DATE: 5/6/2019 JURISDICTION: CARLSBAD D APPLICANT D JURIS. PLAN CHECK#.: CBC2019-0090 PROJECT ADDRESS: 1946 Kellogg Ave SET: II PROJECT NAME: Roll-Chaiken Enterprises 43.3 KW PV system □ □ □ □ □ ~ □ □ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building 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. 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. The applicant's copy of the check list 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: (b l.S) ) I Fax ~ Date contacted: Mail Telephone REMARKS: By: Morteza Beheshti EsGil 4/29 Telephone#: Email: Enclosures: DATE: 3/11/2019 JURISDICTION: CARLSBAD ✓• EsG1I A SAFEbuilfCompany PLAN CHECK#.: CBC2019-0090 PROJECT ADDRESS: 1946 Kellogg Ave SET: I PROJECT NAME: Roll-Chaiken Enterprises 43.3 KW PV system □ APPLICANT □ JURIS. D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's codes. D 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. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. C8J The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. C8J The applicant's copy of the check list has been sent to: D EsGil staff did not advise the applicant that the plan check has been completed. C8] EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Zeke Alvarez Date contacted: (by: ) Mail Telephone Fax In Person 0 REMARKS: By: Morteza Beheshti EsGil 3/4 Telephone#: 760.625.6716 Email: zeke@planetssolar.com Enclosures: 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 CARLSBAD CBC2019-0090 3/11/2019 [DO NOT PAY -THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CARLSBAD PREPARED BY: Morteza Beheshti BUILDING ADDRESS: 1946 Kellogg Ave BUILDING OCCUPANCY: BUILDING PORTION Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code AREA ( Sq. Ft.) cb --·-- Valuation Multiplier By Ordinance 1997 UBC Building Permit Fee • 1997 UBC Plan Check Fee Type of Review: D Repetitive Fee 3 Repeats * Based on hourly rate Comments: □ Complete Review D Other 0 Hourly EsGil Fee PLAN CHECK#.: CBC2019-0090 DATE: 3/11/2019 Reg. Mod. VALUE ($) I~---· D Structural Only 31 Hrs.@* ======$1=0=5=.o:a Sheet of I $315.ool CARLSBAD CBC2019-0090 3/11/2019 GENERAL PLAN CORRECTION LIST JURISDICTION: CARLSBAD PROJECT ADDRESS: 1946 Kellogg Ave SCOPE OF WORK: pv system DATE PLAN RECEIVED BY ESGIL: 3/4 REVIEWED BY: Morteza Beheshti FOREWORD (PLEASE READ): PLAN CHECK#.: CBC2019-0090 DATE REVIEW COMPLETED: 3/11/2019 This plan review is limited to the technical requirements contained in the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and disabled access. 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 or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. The approval of the plans does not permit the violation of any state, county or city law. GENERAL 1. 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: 1. 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 Planning, Engineering and Fire Departments. 2. Bring TW.Q 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. CARLSBAD CBC2019-0090 3/11/2019 ELECTRICAL and STRUCTURAL COMMENTS PLAN REVIEWER: Morteza Beheshti ELECTRICAL (CALIFORNIA ELECTRICAL CODE) 1. Electrical is okay. 2. The design calc's provided apply to the existing roof framing only. Include a project specific ballasted layout and the design calc's stamped and signed by a licensed civil or structural engineer showing how the ballasted system is capable of resisting wind loads ( both lateral and uplift ) and the location of the system complies with the SEAOC standards found in publication ( PV2-2012 & PV1-2012, sections 6, 7 & 8) for edge clearance and clearance to adjacent equipment. 3. Engineer of record assuming design responsibility for the project must stamp and sign each sheet of the ballasted layout structural plans. Also, specify on the ballasted layout plan the required weight of the ballasted blocks. 4. Include as part of the ballasted system plan a layout showing location and number of ballasted blocks required by design of the ballasted system. See item 1 above. 5. Note on the plans that the engineer of record or his/her designee for the ballast system must provide special inspection of ballasted system after installation and notify the AHJ that the system has been installed according to the design. CBC Section 1705.1.1 (Special Cases). Note: If you have any questions regarding this Electrical and Energy plan review list please contact Morteza Beheshti at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. ........... ....... ~ ········~ ~!l!llf!l!•---.... P. Sl!lfilS.iliF.IEtYG 1.§iliF.ll!IEil'l!IF.IF.ll!W , Structural Calculations for SOLAR POWER SYSTEM CONNECTIONS AT: 1946 Kellogg Avenue Carlsbad, CA 92008 Job: Roll-Chaiken Enterprises, LLC, Prepared For: Planet Solar 73820 Dinah Shore Drive Palm Desert, CA 92211 (760) 341-1413 Design Criteria 1-Code: CALIFORNIA BLDG CODE 2016 / ASCE 7-10 2-Wind: 110 MPH, Exposure: B 3-Wood Species: Douglas Fir Larch (G = 0.5) 4-Ballast Design by UNIRAC Notice: Use restrictions of these calculations, The attached Calculations are valid only when bearing original signature hereon, photocopy is void. Contractor/Client to verify existing dimensions/conditions prior to construction. The use of these calculations is solely intended for the above mentioned project. - CBC2019-0090 1946 KELLOGG AVE 2/18/2019 > 1--0 Gravil 1-844-PV ELITE 3000 E. Birch Street ROLL-CHAIKEN ENTERPRISES 44.1 KW ROOF MOUNT PV SYSTEM. 147 MODS 2120922800 3/1/2019 CBC2019-0090 TYPICAL PROFILE: 6 Legend: ADEQUACY CHECK OF EXlSTING FRAMING DUE TO PANEL & BALLAST WEIGHT (WORST CASE) Wind Pressure, P 1. Modules at Max.10 Degrees Tllt 2. Ballast Tray 3. Support Leg 4. Existing Roofing (Plywood) 5. Ballasted Weight 6. Existing 2x6 Roof Rafter ExlltlOA Framing Mtrobfr Chtck* Rafter Span 8.33 ft Roof Dead Load 10 psf Panel Dead Load = 3 psf Ballast Block Waight 32 lbs/ block Max Blocks Per Pan 6 blocks Weight Per Ballast Pan 192 lbs Total Dead Load, DL 13.0 p&f X 2 feet spacing = Roof Live Load, Lr 20 psf X 2 feet spacing = 26 plf 40 plf Title Block Line 1 You can change this area using the 'Settings" menu Item and then using the "Printing & Tille Block' selection. Tille Block Line 6 Project Title: Engineer: Project ID: Project Descr: Printed: 19 FEB 2019, 9.44AM Wood Beam File= C:\Users\Peter\OOCUME-1\PROJEC-1\EMAILW-1\ROLL.C-1\btamuc6 . Sollware copy,lg~ ENERCALC, INC, 1983-2018, BuOd:10.18.12.13 , t,11' , Description : -None- CODE REFERENCES Calculations per NDS 2015, !BC 2015, CBC 2016, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties Analysis Method : Allowable Stress Design Fb + 900.0psi 900.0psl E: Modulus of Elas6city Load Combination ASCE 7-10 Fb • Fe-Pr!! Wood Species : Douglas Fir • Larch Fe • Perp Wood Grade : No.2 Fv Ft Beam Bracing : Beam Is Fully Braced against lateral-torsional buckling D(Od192) Lr .04 2x6 Span= 8.330 ft 1,350.0psi 625.0psi 180.0psi 575.0 psi Ebend-xx 1,600.0ksi Eminbend • xx 580.0ksi Density 31.210pcf Repetitive Member Stress Increase Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam se~ weight calculated and added to loads Uniform Load : D = 0.0130 ksf, Tributary Width= 2.0 ft, (Dead Load) Point Load: D = 0,1920 k@4.165 ft, (Blocks) Uniform Load: Lr= 0.020 ksf, Tributary Width= 2.0 ft, (Roof Live Load) DESIGN SUMMARY Maximum Bending Stress Ratio = 0.932 1 Maximum Shear Stress Ratio Section used for this span 2x6 Section used for this span fb: Actual = 1,567.43psi fv: Actual FB : Allowable = 1,681.88psi Fv : Allowable Load Combination +D+Lr Load Combination Location of maximum on span = 4.165ft Location of maximum on span Span # where maximum oocurs = Span# 1 Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection 0.131 in Ratio= 763 >=360 Max Upward Transient Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.343 in Ratio= 291 >=240 Max Upward Total Deflection 0.000 in Ratio= 0<240 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Segment Length Span# M V Cd C FN Ci Cr Cm Ct CL M lb DOnly Length = 8.330 ft 0.840 0.223 0.90 1.300 1.00 1.15 1.00 1.00 1.00 0.64 1,016.91 +D+L 1,300 1.00 1.15 1.00 1.00 1.00 Length • 8.330 ft 0.756 0,201 1.00 1.300 1.00 1.15 1.00 1.00 1.00 0.64 1,016.91 +D+Lr 1.300 1.00 1.15 1.00 1.00 1.00 Length= 8.330 ft 0.932 0.281 1.25 1.300 1.00 1.15 1.00 1.00 1.00 0.99 1,567.43 +D+S 1.300 1.00 1.15 1.00 1.00 1.00 Length = 8.330 ft 0.657 0.175 1.15 1.300 1.00 1.15 1.00 1.00 1.00 0.64 1,016.91 Design OK = 0.281 : 1 2x6 = 63.17psi = 225.00 psi +D+Lr = 0.000ft = Span# 1 Shear Values F'b V fv F'v 0.00 0.00 0.00 0.00 1210.95 0.20 36,19 162.00 0.00 0.00 0,00 0.00 1345.50 0.20 36.19 180.00 0.00 0.00 0.00 0.00 1681.88 0.35 63.17 225.00 0.00 0.00 0.00 0.00 1547.33 0.20 36.19 207.00 Tltle Block Line 1 Project Title: You can change this area Engineer: using the "Settings" menu item Project ID: and then using the "Printing & Project Descr: Title Bloc!<' selection. Tltle Block Line 6 Printed: 19 FEB 2019, 9:44AM Wood Beam Flle = C:\Users\Peter\OOCUME-1\PROJEC-f\EMAILW .. 1\ROLL-C-11beams.ec6 . Sollwarecopyrt hi ENERCALC, INC. 1983-2018, Bulld:10.18.12.13 . .. , .. Description : -None- load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CFN C1 c, Cm Ct CL M lb F'b V Iv Fv +D+0.750Lr+0.750L 1.300 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.330 ft 0.850 0.251 1.25 1.300 1.00 1.15 1.00 1.00 1.00 0.90 1,429.80 1681.88 0.31 56.42 225.00 +D+0.750L +0.750S 1.300 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.330 ft 0.657 0.175 1.15 1.300 1.00 1.15 1.00 1.00 1.00 0.64 1,016.91 1547.33 0.20 36.19 207.00 +D+0.60W 1.300 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.330 ft 0.472 0.126 1.50 1.300 1.00 1.15 1.00 1.00 1.00 0.64 1,016.91 2152.80 0.20 36.19 288.00 +D-0.60W 1.300 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.330 ft 0.472 0.126 1.60 1.300 1.00 1.15 1.00 1.00 1.00 0.64 1,016.91 2152.80 0.20 36.19 288.00 +D+0.70E 1.300 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.330 ft 0.472 0.126 1.60 1.300 1.00 1.15 1.00 1.00 1.00 0.64 1,016.91 2152.80 0.20 36.19 286.00 +D-0.70E 1.300 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 6.330 ft 0.472 0.126 1.60 1.300 1.00 1.15 1.00 1.00 1.00 0.64 1,016.91 2152.80 0.20 36.19 288.00 +D+0.750Lr+0.750L +0.450W 1.300 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.330 ft 1 0.664 0.196 1.60 1.300 1.00 1.15 1.00 1.00 1.00 0.90 1,429.60 2152.80 0.31 56.42 288.00 +D+0.750Lr+0.750L-0.450W 1.300 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.330 ft 1 0.664 0.196 1.60 1.300 1.00 1.15 1.00 1.00 1.00 0.90 1,429.60 2152.80 0.31 56.42 288.00 +D+O. 750L +0.750S+0.450W 1.300 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length= 8.330 ft 1 0.472 0.126 1.60 1.300 1.00 1.15 1.00 1.00 1.00 0.64 1,016.91 2152.80 0.20 36.19 288.00 +D+O. 750L +0.750S-0.450W 1.300 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0,00 0.00 Length = 8.330 ft 1 0.472 0.126 1.60 1.300 1.00 1.15 1.00 1.00 1.00 0.64 1,016.91 2152.80 0.20 36.19 286.00 +D+0. 750L +0.750S+0.5250E 1.300 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.330 ft 1 0.472 0.126 1.60 1.300 1.00 1.15 1.00 1.00 1.00 0.64 1,016.91 2152.80 0.20 36.19 286.00 +D+O. 750L +0.750S-0.5250E 1.300 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length • 8.330 ft 1 0.472 0.126 1.60 1,300 1.00 1.15 1.00 1.00 1.00 0.64 1,016.91 2152.80 0.20 36.19 288.00 +0.60D+0.60W 1.300 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length • 8.330 ft 0.283 0.075 1.60 1.300 1.00 1.15 1.00 1.00 1.00 0.38 610.14 2152.80 0.12 21.72 288.00 +0.60D-0.60W 1.300 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length • 8.330 ft 0.283 0.075 1.60 1.300 1.00 1.15 1.00 1.00 1.00 0.38 610.14 2152.80 0.12 21.72 288.00 +0.60D+0.70E 1.300 1.00 1.15 1.00 1.00 1.00 0,00 0.00 0.00 0.00 Length • 8.330 ft 0.283 0,075 1.60 1,300 1.00 1.15 1.00 1.00 1.00 0.38 610.14 2152.80 0.12 21.72 288.00 +0.60D-0.70E 1.300 1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 8.330 ft 1 0.283 0.075 1.60 1.300 1.00 1.15 1.00 1.00 1.00 0.38 610.14 2152.80 0.12 21.72 288.00 Overall Maximum Deflections load Combination Span Max.•-• Deft Locatlon in Span Load Combination Max. "+"Deft Location in Span +O+Lr 1 0.3427 4.195 0.0000 0.000 Vertical Reactions Support notauon: Far left Is #1 Values In KIPS Load Combination Support 1 Support2 OVerall MAXlmum 0.378 0.378 overall MINimum 0.167 0.167 OOnly 0.212 0.212 +D+L 0.212 0.212 +D+Lr 0.378 0.378 +D+S 0.212 0.212 +D+0.750Lr+0.750L 0.337 0.337 +D+0.750L+0.750S 0.212 0.212 +D+0.60W 0.212 0.212 +D-0.60W 0.212 0.212 +D+0.70E 0.212 0.212 +D-0.70E 0.212 0.212 +D+O. 750Lr+O. 750L +0.450W 0.337 0.337 +D+O. 750Lr+O. 750L-0.450W 0.337 0.337 +D+O. 750L +O. 750S+0.450W 0.212 0.212 +D+O. 750L +O. 750S-0.450W 0.212 0.212 +D+O. 750L +0.750S+0.5250E 0.212 0.212 +D+O. 750L +0.750S-0.5250E 0.212 0.212 +0.60D+0.60W 0.127 0.127 +0.60D-0.60W 0.127 0.127 +0.600+0.70E 0.127 0.127 Tltle Block Line 1 You can change this area using the "Settings" menu Item and then using the "Printing & Title Block" selection. Title Block Line 6 Wood Beam ,.,,. ' Description: -None- Vertical Reactions Load Combination +0.60D-0.70E DOnly Lr Only L Only SOnly WOnly -W EO~ E Only' -1.0 HOnly Support 1 0.127 0.212 0.167 Project Title: Engineer: Pnoject ID: Pnoject Descr: Printed: 19 FEB 2019, 9:44AM File = C:\UserslPetel\DOCUME-1\PROJEC-1\EMAILW-1\ROLL.C-1 \beams.ec6 . Support notation : Far left is #1 Support2 0.127 0.212 0.167 Sotlwa1" copyright ENERCALC, INC. 1983-2018, Bul~:10.18.12.13 , Values in KIPS SEISMIC WEIGHT COMPARISON/ ANALYSIS • (PER CHAPTER 34) Module Model 9HIS-S300RG 300W ! Panel Weight= 41.2 lbs per panel No. of Panels = 147 Total Panel Wt., Pw = 6,056 lbs Total Ballast Wt., Bw = 16544 lbs Bay Weight= 753 lbs Total System Wt.= 23,353 lbs -Compare Total Panel & System Weight With Weight of Existing Roof Story EXISTING ROOF STORY WEIGHT CONSJDERED JN SEISMIC DESIGN (WOOD FRAMED BUILDING W/ COMP. ROOF &STUCCO EXTERIOR) Building Section Considered Dimensions = 82 feet x 124.5 feet (20 ft wall height) Comp. Roofing Ext. Walls (Long.) Ext. Walls (Trans.) 10 psf X 75 psfx2wallsx 75 psi x 2 walls x Total Roof Story Weight, Sw = 82 ft X 125 ft long x 82 ft long x 125 feet= 10 ft high= 10 ft high= 102,090 186,750 123,000 lbs lbs lbs 411,840 lbs TOTAL PERCENTAGE OF PANEL WEIGHT VS. TOTAL EXISTING ROOF STORY SEISMIC WEIGHT,6w ~w = [Pw + Sw] x 100 % = [ 23,353 lbs+ 411,840 lbs ) x 100 = 5.7 % < 10% OKAY