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HomeMy WebLinkAboutAbandoned Application Laura Petersen From: MARK LEVY <mark43794@yahoo.com> Sent: Thursday, April 6, 2023 9:53 AM To: Laura Petersen Subject: Re: Solar Permit Application - 19 Lawridge Drive We have decided to cancel all efforts to obtain solar energy. Thank you for your cooperation. Best, Mark and Janet Levy Good morning Mr. Levy, Per our phone conversation, please confirm the cancellation of the solar permit application submitted by Sunrun Installation Services on March 29, 2023. Thank you Laura Laura Petersen Office Assistant Village of Rye Brook 938 King Street Rye Brook, New York 10573 Phone(914)939-0668 1 loetersen(&ryebrook.org 1 o � BUILDIN64ARTMENT MAR 2 9 2023_- jD i VILi,WdE OF Ry OOK VILLAGE OF RYE�BR LOOK 938 KING STREET I E BR &K NY 10573 BUILDING[ DEPARTMENT (914)939-08 (9 039-5801 'Vr�ww.rvebr00k:org ARCHITECTURAL REVIEW BOARD CHECK LIST FOR APPLICANTS This form must be completed and signed by the applicant of record and a copy shall be submitted to the Building Department prior to attending the ARB meeting. Applicants failing to submit a copy of this check list will be removed from the ARB agenda. Job Address: 19 L/aw-7ridge Dr Date of Submission: Parcel ID#:/c) /Q (p. / - /- 36- Zone:ICI`5 Proposed Improvement(Describe in detail): APPLICANT CHECK LIST: 14.060 KW PV SOLAR PANEL ROOF MOUNT MUST BE COMPLETED By THE APPLICANT The following items must be submitted to the Building 08) PANELS Department by the applicant-no exceptions. 1. (X)Completed Application 2. (X)Two(2)sets of sealed plates. (one full size(maximum Property owner: Mark Levy allowable plan size=36"x 42") and one I I"x17") Address: 19 Lawridge Dr 3. (X)Two(2)copies of the property survey. 4. (X)Two(2)copies of the proposed site plan. Phone# 914-582-6900 5. (X)One electronic/disc copy of the complete Applicant appearing before the Board: application materials. 6. (X)Filing Fee. Joseph Guadagno 7. (X)Any supporting documentation. 227 N RT 303 CONGERS NY 10920 8. (XX)HOA approval letter.(if applicable) Address: 9. (X)Photographs. Phone# 385-352-4876 10.(X)Samples of finishes/color chart. (a sample board or Architect/Engineer: Hump hrey h Ka n1 a Ka ri u ki model may be presented the night of the meeting) Y Phone# 980-689-9776 By signature below, the owner/applicant acknowledges that he/she has read the complete Building Permit Instructions&Procedures,and that their application is complete in all respects.The Board of Review reserves the right to refuse to hear any application not meeting the requirements contained herein. r Sworn to before me this ;k Sworn to before me this ;6 day of ^<-C� 120,2 day of Al 6 2 , 20;_ Signature of Property Own ature of Applicant Mark Levy Joseph Guadagno Print Name of Property Owner Print of Applicant ilaName w, � -- Notary Publi Notary Publi NOTARY PUBUC,STATE OF NEW Y OKNo.01SG6315056 IlualiiCount M Commsson Expiin res 11/1226yR 3121/19 E C IE �W BUILDIlN6.WIMRTMENT VILLAGE OF RYE BROOK MAR 2 9 2023 ID 938 KING'S'PREET RYE BROOK,NY 10573 (914)939-06.68 FAX(914)939-5801 VILLAGE OF RYE BROOK w�brook.ore BUILDING DEPARTMENT FOR OFFICE USE ONLY: Approval Date: Permit# Application# Approval Signature: ARCHITECTURAL REVIEW BOARD: Disapproved: ; Date: BOT Approval Date: Case# Chairman: PB Approval Date: Case# Secretary: ZBA Approval Date: Case# Other: )),, Application Fee: �c.Permit Fees: APPLICATION TO INSTALL PHOTOVOLTAIC SOLAR ARRAY Application dated: 3/27/23 is hereby made to the Building Inspector of the Village of Rye Brook,NY,for the issuance of a Permit for the installation of a Photovoltaic Solar Array as per detailed statement described below.1. Job Address: 19 Law0idge Dr SBL:/—'>/p ,&7--/--3& zone: /5 2 Type,kW&Location of Array,(use additional sheets if necessary): 14.060 KW PV SOLAR PANEL ROOF MOUNT(38) PANELS 3.Propertyowner: Mark Levy Address: 19 Lawridge Dr Phone# 914-582-6900 Cell# e-mail 4.Applicant: Joseph Guadagno Address: 227 N RT 303 CONGERS NY 10920 Phone# 385-352-6895 Cell# e-mailJoe.Guadagno@sunrun.com 5. Design Engineer: Humphrey Kanja Kariuki Address: 1708 Roxborough Rd Phone# 980-689-9776 Cell# e-mail info(aD_mightyengineeringco.com 6.Solar Contractor: SUNRUN INSTALLATION SERVICES Address: 227 N RT 303 CONGERS NY 10920 Phone# 385-352-6895 Cell# e-mail Joe.Guadagno@sunrun.com 7. Occupancy;(I-Fain,Z-Fam.,Commercial.,etc...)Pre-construction: 1 FAM Post-construction. 1 FAMILY 8. If building is located on a comer lot,which street does it front on: 9. N.Y.State Construction Classification: N.Y.State Use Classification: 10. Construction Type&Location:()Typical Western Lumber Frame;()Timber Frame[TC];()Wood Truss[TT]; ()Pre-engineered wood[PW];Located;()Floor Framing[F];()Roof Framing[R];()Floor&Roof Framing[FR];Other: I t. Number of stories: Roof Style:(hip,shed,mansard,etc...) 12. Will a New Roof Be Installed: No 1� Yes❑ (a separate roofing permit is required to re-roof an existing building) 13. Roofing Material&Number of Layers: COMP SHINGLE 1 321/19 14. Will the proposed project disturb 400 sq.ft.or more of land,or create 400 sq.ft.or more of impervious coverage requiring a Stormwater Management Control Permit as per§217 of Village Code? No: IN Yes: ❑ Area: 15. Will the proposed project require a Site Plan Review by the Village Planning Board as per§209 of Village Code? No: n Yes: ❑ (►f yes,applicant must submit a Site Plan Application,&provide detailed drawings) 16. Will the proposed project require a Tree Removal Permit as per§235 of Village Code?No: I9<Yes: ❑ (If yes,applicant must submit a Tree Removal Permit Application) 17. Does the proposed project involve a Home-Occupation as per§250-38 of Village Code? No: ❑ Yes: ❑ Indicate:TIER I:_TIER H:_TIER III:_ (ifyes,a Home Occupation Permit Application is required) 18. What is the total estimated cost of construction: $ 27,000 (Note:The estimated cost shall include all site improvements,labor,material,scaffolding,fixed equipment,professional fees,including any material and labor which may be donated gratis.It the final cost exceeds the estimated cost,an additional fee will be required prior to issuance of the CIO). 19. Start Date: ONCE PERMIT IS APPROVED Completion Date: This application must bear the notarized signature(s)of the legal owner(s)of the subject property,and the applicant of record in the spaces provided.Any application not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. Please note that application fees are non-refundable. STATE OF NEW YOM COUNTY OF WESTCHESTER ) as: I Joseph Guadagno ,being duly sworn,deposes and states that he/she is the applicant above named, (print name of individual signing as the applicant) and further states that(s)he is the legal owner of the property to which this application pertains,or that(s)he is the, AGENT for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attorney,etc) That all statements contained herein are true to the best of his/her knowledge and belief,and that any work performed,or use conducted at the above captioned property will be in conformance with the details as set forth and contained in this application and in any accompanying approved plans and specifications,as well as in accordance with the New York State Uniform Fire Prevention&Building Code,the Code of the Village of Rye Brook and all other applicable laws,ordinances and regulations. C Sworn to before me this 12.1� Sworn to before me this 2a day of /1`76r& ' ,20 2� day of A6(C4 ,20 Z3 1)4-111 —tee 4.Z Gr, Notary Public Notary Public Signature of Property Own& 7"Ure OfAppTicant Mark Levy Joseph Guadagno Print Name of Property Owner Print Name of Applicant NOTARY PUBUC,STATE OF NEW YORK Qualified In Orange Countyy 7 M Commission Ex Tres 11117l2026 3;z1119 ____e"N SUNRINC-02 LWAING2 , 1111 O CERTIFICATE OF LIABILITY INSURANCE DATE DIYYYY) `� 8I31/21I2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER License#OC36861 CONTACT Walter Tanner NAME: Alliant Insurance Services,Inc. PHONE FAX 560 Mission St 6th FI (A/C,No,Ext): (A/C,No): San Francisco,CA 94105 E-MAIL Walter.Tanner@alliant.com INSURER(S)AFFORDING COVERAGE NAIC S INSURER A:Evanston Insurance Company 35378 INSURED INSURER B:James River Insurance Company 12203 Sunrun South,LLC and SnapNrack,Inc INSURER C:American Zurich Insurance Company 40142 775 Fiero Lane,Suite 200 INSURER D: San Luis Obispo,CA 93401 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTRTYPE OF INSURANCE ADDL SIN D UBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 2,000,000 CLAIMS-MADE X OCCUR X MKLV5ENV103749 1011/2022 10/1/2023 DAMAGE TORE(Eaoocurrence)TED . $ 1,000,000 PREMISMED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY X JECT PRO- LOC PRODUCTS-COMP/OP AGG $ 2,000,000 X OTHER:Retention: $100,000 Per Project Agg $ 5,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea accident) $ ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY (Per accident) $ B UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 4,000,000 X EXCESS LIAB CLAIMS-MADE 001072261 10/1/2021 10/1/2022 AGGREGATE $ 4,000,000 DED RETENTION$ C WORKERS COMPENSATION X PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE WC614287601 1011/2022 10/1/2023 1,000,QQQ pFFICER/MEMBER EXCLUDED? N NIA E.L.EACH ACCIDENT $ (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Workers'Compensation Policy WC614287601 Deductible:$1,000,000. Village of Rye Brook is included as Additional Insured on General Liability policy only where required by written contract with respects to work performed by or on behalf of the Named Insured. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Village of Rye Brook THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN g y ACCORDANCE WITH THE POLICY PROVISIONS. 938 King Street Rye Brook,NY 10573 AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Workers' PORK CERTIFICATE OF STATE Compensation NYS WORKERS' COMPENSATION INSURANCE COVERAGE Board 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured Sunrun Installation Services Inc. (415)946-7500 225 Bush Street,Suite 1400 1c.NYS Unemployment Insurance Employer Registration Number of San Francisco,CA 94104 Insured 50-86426 4 Work Location of Insured(Only required if coverage is specifically limited to 1 d.Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e.,a Wrap-Up Policy) Number 77-0471407 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) AMERICAN ZURICH INSURANCE COMPANY 3b.Policy Number of Entity Listed in Box"la" Village Of Rye Brook WC 6142876-01 938 King St Rye Brook,NY 10573 3c.Policy effective period in/w/grn? to 1n/n1/gms 3d.The Proprietor,Partners or Executive Officers are included.(Only check box if all partnerstofficers included) ❑X all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box 1 a"for workers' compensation under the New York State Workers'Compensation Law.(To use this form, New York(NY) must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed,nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder, the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Mark Albi (Print name of authorized representative or licensed agent of insurance carrier) Approved by: .rY�G 10-01-2022 (Signature) (Date) Title: VP/Underwriter Telephone Number of authorized representative or licensed agent of insurance carrier: (415)335-6493 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. C-105.2 (9-17) www.wcb.ny.gov �. �h'f t' s �a 6'p •y �r-���� �'�.i� k i dFJ1: is l"•, - � •� t •.!a 'i- - ;,� i r Y 4f��T r L 1 t� r c:f . �y a i i 1 1A. ,,�ytr ` Jo9.41 ` . ti I x , I .? . #'r f aid _ - �.. i. �: �v,,y's�} '"?e.�+..Y,..fy.•� Vie.' �Ij � rt � t •' "n„ y' a ,o- e y�+ X 140 �v0' a' '1 [WRIENGINEEPING MIGHTY I MAR 2 9 2023 CO. i 6 VILLAGE OF RYE BROOK March 25,2023 BUILDING DEPARTMENT RE: CERTIFICATION LETTER Project Address: LEVY RESIDENCE 19 LAWRIDGE DR RYE BROOK,NY, 10573 Design Criteria: Applicable Codes=2020 NYSBC,2020 NYSRC,ASCE 7-16 and 2018 NDS Risk Category=II Wind Speed=116 mph,Exposure Category B,Partially/Fully Enclosed Method Ground Snow Load=30 psf ROOF AR-01:2 x 6 @ 16"OC,Roof DL=8 psf,Roof LUSL=23 psf(Non-PV),Roof LUSL=16.9 psf(PV) ROOF AR-02:2 x 6 @ 16"OC,Roof DL=8 psf,Roof LUSL=23 psf(Non-PV),Roof LUSL=17.7 psf(PV) ROOF AR-03:2 x 6 @ 16"OC,Roof DL=8 psf,Roof LUSL=23 psf(Non-PV),Roof LUSL=17.7 psf(PV) -ROOF AR-04:2 x 6 @ 16"OC,Roof DL=8 psf,Roof LUSL=23 psf(Non-PV),Roof LUSL=16.9 psf(PV) -ROOF AR-05:2 x 6 @ 16"OC,Roof DL=8 psf,Roof LUSL=23 psf(Non-PV),Roof LUSL=15.4 psf(PV) To Whom It May Concern, A structural evaluation of loading was conducted for the above address based on the design criteria listed above. Existing roof structural framing has been reviewed for additional loading due to installation of PV Solar System on the roof.The structural review applies to the sections of roof that is directly supporting the solar PV system. Based on this evaluation,I certify that the alteration to the existing structure by installation of the PV system meets the prescriptive compliance requirements of the applicable existing building and/or new building provisions adopted/referenced above. Additionally,the PV module assembly including attachment hardware has been reviewed to be in accordance with the manufacturer's specifications and to meet and/or exceed the requirements set forth by the referenced codes. POF NEW)0 Digitally signed Sincerely, �� �0 KA/yjq p,Ir * z * by Humphrey K am Kariuki UJ m 2 Date: 2023.03.25 A 095450 i ROFESSIONP 10:22:33 -04 00 Nlighty Engineering Co 1 1708 Roxb?rough Rd Charlotte,NC 2S211 1 (930)689.9776 1 info@niightyengmeeringco.ccim pg 1 of 17 PH MIGHTY ENGINEERING CO. RESULTS SUMMARY LEVY RESIDENCE, 19 LAWRIDGE DR, RYE BROOK, NY, 10573 MOUNTING PLANE STRUCTURAL EVALUATION MOUNTING PLANE RO(dFeg.)CH RESULT GOVERNING ANALYSIS ROOF AR-01 26' OK IEBC IMPACT CHECK ROOF AR-02 24' OK IEBC IMPACT CHECK ROOF AR-03 24° OK IEBC IMPACT CHECK ROOF AR-04 26' OK IEBC IMPACT CHECK ROOF AR-05 30' OK IEBC IMPACT CHECK Limits of Scope of Work and Liability: The existing structure has been reviewed based on the assumption that it has been originally designed and constructed per appropriate codes. The structural onolvsis of the subject property is rinsed on the provided site survey data. The calculations produced for this structures assessment are only For the roof fromina;upporhnq the proposed PV installation referenced in the star„ned planset and were mode according to generally recognized structural analysis standards and procedures. All PV rnodules; racking and attachment components shall be designed and installed per manufacturer's approved guidelines and specifications. These plans are not stomped for ranter deokage or existing damage to the structural component that was not accessed during the site survey.Prior to commencement o iwoi.k, the PV system rristatler should verifv that the existma roof ana connections are in suitable condition, and inspect framing noted on the ertificotion letter and inform the Engineer of Record of any discrepancies prior to mstollotion. The installer should also check for ony damages such as water damage, croci,ed framing. etc. and inform the Engineer of Record of existing deficiencies which are unknoavn and/or were not observable during the time of survey and have not been included in this scope of wok. Anv change in the scope of the work shall not be accepted unless such change,addition,or deletion is approved in advance and in writing try the Engineer of Record. Mighty Engineering Cc, 1 1708 Roxborough Rd Charlotte,NC 2S211. 1 (980)659.977E 1 info@mightyengmeeringco.com pg 2 of 17 MIGHTY LOAD CALCULATION I `C� ENGINEERING CO. ROOF AR-01 LEVY RESIDENCE,19 LAWRIDGE DR,RYE BROOK,NY,10573 PV SYSTEM DEAD LOAD(PV-DL) PV Module Weight = 2.50 psf Hardware Assembly Weight = 0.50 psf Total PV System Dead Load PV-DL= 3.00 psf ROOF DEAD LOAD(R-DL) Existing Roofing Material Weight Composite Shingle Roof 1 Layer(s) = 2.50 psf Underlayment Weight = 0.50 psf Plywood/OSB Sheathing Weight = 1.50 psf Framing Weight 2 x 6 @ 16 in.O.C. = 1.72 psf No Vaulted Ceiling = 0.00 psf Miscellaneous I = 1.50 psf Total Roof Dead Load R-DL= 7.70 psf REDUCED ROOF LIVE LOAD(Lr) Roof Live Load Lo= 20.00 psf Member Tributary Area A, <200 ft2 ROOF AR-01 Pitch 26°or 6/12 Tributary Area Reduction Factor R,= 1.00 Roof Slope Reduction Factor R2= 0.90 Reduced Roof Live Load,L,=L.(R,)(112) L,= 18.00 psf SNOW LOAD Ground Snow Load pg= 30.00 psf Effective Roof Slope 26° Snow Importance Factor Is= 1.00 Snow Exposure Factor Ce= 1.00 Snow Thermal Factor C,= 1.10 Minimum Flat Roof Snow Load pf—i = 20.00 psf Flat Roof Snow Load pf= 23.10 psf SLOPED ROOF SNOW LOAD ON ROOF(Non-Slippery Surfaces) Roof Slope Factor I Cs-roof= 1.00 Sloped Roof Snow Load on Roof I p,„f= 23.10 psf SLOPED ROOF SNOW LOAD ON PV PANEL(Unobstructed Slippery Surfaces) Roof Slope Factor I CS_ = 0.73 Sloped Roof Snow Load on PV Panel I py = 16.90 psf Mighty Engineering Co 1 1708 Roxborough Rd Charlotte,NC 2S211 1 (930)689.9776 1 info@mightyengineeringco.Lom pg 3 of 17 MIGHTY IEBC IMPACT CHECK MAENGINEEPING CO. ROOF AR-01 LEVY RESIDENCE, 19 LAWRIDGE DR,RYE BROOK,NY,10573 EXISTING WITH PV PANEL Roof Dead Load(DL)= 7.70 10.70 psf Roof Live Load(Lr)= 18.00 0.00 psf Roof Snow Load(SL)= 23.10 16.90 psf EXISTING WITH PV PANEL (DL+Lr)/Cd= 20.56 11.89 psf (DL+SL)/Cd= 26.78 24.00 psf Maximum Gravity Load= 26.78 24.00 psf Load Increase(%)_ -10.39% OK IEBC Provision:1 2018 The requirements of section 806.2 of 2018 IEBC are met and the structure is permitted to remain unaltered. Mightv Engineering Co 1 1708 Roxborough Rd Charlotte,NC 2S211 1 (980)689.977E I info@rnightyengineenngco.com pg 4 of 17 MIGHTY WIND UPLIFT CALCULATION i ENGINEERING CO. ROOF AR-01 LEVY RESIDENCE,19 LAWRIDGE DR,RYE BROOK,NY,10573 SITE INFORMATION Ultimate Wind Speed(mph)= 116.00 mph Roof Pitch(deg.)= 26° Risk Category= II Roof Type= Gable Exposure Category= B Kd= 0.85 Mean Roof Height= 15.00 ft K„= 1 Solar Array Dead Load=1 3.00 psf K,=1 0.57 DESIGN CALCULATIONS Wind Velocity Press.(qh)=0.00256'K1'K,,'Kd'KQ'V = 16.83 psf a(ft)= 4.50 Array Edge Factor(yE)= 1.50 Solar Array Pressure Eq.Factor(ya)= 0.60 Hardware Type: RL UNIVERSAL Allowable Load= 655.00 Ibs SPF,2.5"lag embedment Max.X-Spacing(Zone 1&2e) 4.00 ft Effective Wind Area Max.Y-Spacing(Zone 1&2e) 3.41 ft 13.64 ft' Max.X-Spacing(Zone 2n-3e) 4.00 ft Effective Wind Area Max.Y-Spacing(Zone 2n-3e) 3.41 ft 13.64 ft' Max.X-Spacing(Zone 3r) 4.00 ft Effective Wind Area Max.Y-Spacing(Zone 3r) 3.41 ft 13.64 ft' ROOF ZONE GC - UPLIFT UPLIFT PRESSURE PULLOUT FORCE 1&2e -1.50 -12.01 psf 163.85 Ibs 2n-3e -2.35 -19.74 psf 269.30 Ibs 3r -2.73 -23.15 psf 315.80 Ibs NOTE: •Wind calculation is based on ASCE 7-16,29.4-C&C,LC t17:0.6D+0.6W is used. Mighty Engineering Co 1 1708 Roxbwough Rd Charlotte,NC 2S21 I I (930)589.9776 1 info@mightyengmeeringco.com pg 5 of 17 Mn'MIGHTY LOAD CALCULATION r—i ENGINEERING CO. ROOF AR-02 LEVY RESIDENCE,19 LAWRIDGE DR,RYE BROOK,NY,10573 PV SYSTEM DEAD LOAD(PV-DL) PV Module Weight = 2.50 psf Hardware Assembly Weight = 0.50 psf Total PV System Dead Load PV-DL= 3.00 psf ROOF DEAD LOAD(R-DL) Existing Roofing Material Weight Composite Shingle Roof 1 Layer(s) = 2.50 psf Underlayment Weight = 0.50 psf Plywood/OSB Sheathing Weight = 1.50 psf Framing Weight 2 x 6 @ 16 in.O.C. = 1.72 psf No Vaulted Ceiling = 0.00 psf Miscellaneous = 1.50 psf Total Roof Dead Load R-DL= 7.70 psf REDUCED ROOF LIVE LOAD(Lr) Roof Live Load Lo= 20.00 psf Member Tributary Area A, <200 ft2 ROOF AR-02 Pitch 24°or 6/12 Tributary Area Reduction Factor R,= 1.00 Roof Slope Reduction Factor RZ= 0.93 Reduced Roof Live Load,L,=L.(Rl)(RZ) L,= 18.50 psf SNOW LOAD Ground Snow Load pg= 30.00 psf Effective Roof Slope 24° Snow Importance Factor IS= 1.00 Snow Exposure Factor Ce= 1.00 Snow Thermal Factor C,= 1.10 Minimum Flat Roof Snow Load Pf-min= 20.00 psf Flat Roof Snow Load Pf= 23.10 psf SLOPED ROOF SNOW LOAD ON ROOF(Non-Slippery Surfaces) Roof Slope Factor Cs-roof= 1.00 Sloped Roof Snow Load on Roof p,,of= 23.10 psf SLOPED ROOF SNOW LOAD ON PV PANEL(Unobstructed Slippery Surfaces) Roof Slope Factor CS_�= 0.77 Sloped Roof Snow Load on PV Panel ps_ = 17.70 psf Mighty Engineering Co 1 'L708 Roxborough Rd Charlotte,NC 2S211 1 (930)0-89.9776 1 info@iiitghtvengineeringco.cum pg 6 of 17 r/II MIGHTY IEBC IMPACT CHECK i m ENGINEERING CO. ROOF AR-02 LEVY RESIDENCE,19 LAWRIDGE DR,RYE BROOK,NY,10573 EXISTING WITH PV PANEL Roof Dead Load(DL)= 7.70 10.70 psf Roof Live Load(Lr)= 18.50 0.00 Psf Roof Snow Load(SL)= 23.10 17.70 psf EXISTING WITH PV PANEL (DL+Lr)/Cd= 20.96 11.89 psf (DL+SL)/Cd= 26.78 24.70 psf Maximum Gravity Load= 26.78 24.70 psf Load Increase(%)_1 -7.79% OK IEBC Provision: 2018 The requirements of section 806.2 of 2018 IEBC are met and the structure is permitted to remain unaltered. Mighty Engineering Co 1 1708 Roxborough Rd Charlotte,NC 2S21 L 1 (930)659.9776 I info@niightyengineeringco.com pg-of 17 NR MIGHTY WIND UPLIFT CALCULATION ENGINEERING CO. ROOF AR-02 LEVY RESIDENCE,19 LAWRIDGE DR,RYE BROOK,NY,10573 SITE INFORMATION Ultimate Wind Speed(mph)= 116.00 mph Roof Pitch(deg.)= 24" Risk Category= II Roof Type= Gable Exposure Category= B Kd= 0.85 Mean Roof Height= 23.00 ft K,t= 1 Solar Array Dead Load=1 3.00 psf I K,=1 0.65 DESIGN CALCULATIONS Wind Velocity Press.(qh)=0.00256*K,*K,t*Kd*KQ*V = 19.01 psf a(ft)= 4.50 Array Edge Factor(yE)= 1.50 Solar Array Pressure Eq.Factor(ya)= 0.60 Hardware Type: RL UNIVERSAL Allowable Load= 655.00 Ibs SPF,2.5"lag embedment Max.X-Spacing(Zone 1&2e) 5.40 ft Effective Wind Area Max.Y-Spacing(Zone 1&2e) 3.41 ft 18.41 ft' Max.X-Spacing(Zone 2n-3e) 5.40 ft Effective Wind Area Max.Y-Spacing(Zone 2n-3e) 3.41 ft 18.41 ft' Max.X-Spacing(Zone 3r) 5.40 ft Effective Wind Area Max.Y-Spacing(Zone 3r) 3.41 ft 18.41 ft' ROOF ZONE GC - UPLIFT UPLIFT PRESSURE PULLOUT FORCE 1&2e -1.50 -13.76 psf 253.32 Ibs 2n-3e -2.21 -21.01 psf 386.92 Ibs 3r -2.51 -24.15 psf 444.65 Ibs NOTE. •Wind calculation is based on ASCE 7-16,29.4-C&C,LC N7:0.6D+0.61N is used. MighTy Engineering Co ( 1708 Roxborough Rd Charlotte,NC 2S21 L ( (9S0)689.9776 1 info@rnightyengmeeringco.com pg S of 17 /1 MIGHTY LOAD CALCULATION i ENGINEERING CO. ROOF AR-03 LEVY RESIDENCE,19 LAWRIDGE DR,RYE BROOK,NY,10573 PV SYSTEM DEAD LOAD(PV-DL) PV Module Weight = 2.50 psf Hardware Assembly Weight = 0.50 psf Total PV System Dead Load PV-DL= 3.00 psf ROOF DEAD LOAD(R-DL) Existing Roofing Material Weight Composite Shingle Roof 1 Layer(s) = 2.50 psf Underlayment Weight = 0.50 psf Plywood/OSB Sheathing Weight = 1.50 psf Framing Weight 2 x 6 @ 16 in.O.C. = 1.72 psf No Vaulted Ceiling = 0.00 psf Miscellaneous = 1.50 psf Total Roof Dead Load R-DL= 7.70 psf REDUCED ROOF LIVE LOAD(Lr) Roof Live Load Lo= 20.00 psf Member Tributary Area At <200 ftz ROOF AR-03 Pitch 24'or 6/12 Tributary Area Reduction Factor Rl= 1.00 Roof Slope Reduction Factor RZ= 0.93 Reduced Roof Live Load,L.=L.(R,)(RA L,= 18.50 psf SNOW LOAD Ground Snow Load pg= 30.00 psf Effective Roof Slope 24' Snow Importance Factor IS= 1.00 Snow Exposure Factor Ce= 1.00 Snow Thermal Factor C,= 1.10 Minimum Flat Roof Snow Load pf.,= 20.00 psf Flat Roof Snow Load pf= 23.10 psf SLOPED ROOF SNOW LOAD ON ROOF(Non-Slippery Surfaces) Roof Slope Factor Cs roof= 1.00 Sloped Roof Snow Load on Roof ps_,aof= 23.10 psf SLOPED ROOF SNOW LOAD ON PV PANEL(Unobstructed Slippery Surfaces) Roof Slope Factor C 10.77 Sloped Roof Snow Load on PV Panel p,p = 17.70 psf Mighty Engineering Co 1 1708 Roxborough Rd Charlotte,NC 23211 1 (930)689.9776 1 info@mightyengfneeringco.com pg 9 of 17 rNRENGINEEPING MIGHTY IEBC IMPACT CHECK CO. ROOF AR-03 LEVY RESIDENCE,19 LAWRIDGE DR,RYE BROOK,NY,10573 EXISTING WITH PV PANEL Roof Dead Load(DL)= 7.70 10.70 psf Roof Live Load(Lr)= 18.50 0.00 psf Roof Snow Load(SL)= 23.10 17.70 psf EXISTING WITH PV PANEL (DL+Lr)/Cd= 20.96 11.89 psf (DL+SL)/Cd= 26.78 24.70 psf Maximum Gravity Load= 26.78 24.70 psf Load Increase(%)_ -7.79% OK IEBC Provision:1 2018 The requirements of section 806.2 of 2018 IEBC are met and the structure is permitted to remain unaltered. Mighty En.gineerin;Co 1 1708 Roxborough Rd Charlotte,NC 2S2,L 1 I i980i 689,9776 I info@niightyengineeringco.com pq 10 of 17 n MIGHTY WIND UPLIFT CALCULATION ENGINEERING CO. ROOF AR-03 LEVY RESIDENCE,19 LAWRIDGE DR,RYE BROOK,NY,10573 SITE INFORMATION Ultimate Wind Speed(mph)= 116.00 mph Roof Pitch(deg.)= 24° Risk Category= II Roof Type= Gable Exposure Category= B Kd= 0.85 Mean Roof Height= 23.00 ft K,= 1 Solar Array Dead Load= 3.00 psf K,=1 0.65 DESIGN CALCULATIONS Wind Velocity Press.(qh)=0.00256*K,*Kit*Kd*Ke*V = 19.01 psf a(ft)= 4.50 Array Edge Factor(yE)= 1.50 Solar Array Pressure Eq.Factor(ya)= 0.60 Hardware Type: RL UNIVERSAL Allowable Load= 655.00 Ibs SPF,2.5"lag embedment Max.X-Spacing(Zone 1&2e) 4.00 ft Effective Wind Area Max.Y-Spacing(Zone 1&2e) 3.41 ft 13.64 ft2 Max.X-Spacing(Zone 2n-3e) 4.00 ft Effective Wind Area Max.Y-Spacing(Zone 2n-3e) 3.41 ft 13.64 ft2 Max.X-Spacing(Zone 3r) 4.00 ft Effective Wind Area Max.Y-Spacing(Zone 3r) 3.41 ft 13.64 ft2 ROOF ZONE GC - UPLIFT UPLIFT PRESSURE PULLOUT FORCE 1&2e -1.50 -13.76 psf 187.64 Ibs 2n-3e -2.35 -22.49 psf 306.78 Ibs 3r -2.73 -26.34 psf 359.32 Ibs NOTE: *Wind calculation is based on ASCE 7-16,29.4-C&C,LC#7:0.6D+0.6W is used. Mighty Engineerin;Co I 1708 Ro ebi rough Rd Charlotte,NC 2S211 I (9S0)689.9776 1 infa@mightyengineeringco.cvm pe 11 of 17 MIGHTY LOAD CALCULATION i ENGINEERING CO. ROOF AR-04 LEVY RESIDENCE,19 LAWRIDGE DR,RYE BROOK,NY,10573 PV SYSTEM DEAD LOAD(PV-DL) PV Module Weight = 2.50 psf Hardware Assembly Weight = 0.50 psf Total PV System Dead Load PV-DL= 3.00 psf ROOF DEAD LOAD(R-DL) Existing Roofing Material Weight Composite Shingle Roof 1 Layer(s) = 2.50 psf Underlayment Weight = 0.50 psf Plywood/OSB Sheathing Weight = 1.50 psf Framing Weight 2 x 6 @ 16 in.O.C. = 1.72 psf No Vaulted Ceiling = 0.00 psf Miscellaneous = 1.50 psf Total Roof Dead Load R-DL= 7.70 psf REDUCED ROOF LIVE LOAD(Lr) Roof Live Load Lo= 20.00 psf Member Tributary Area A, <200 ftz ROOF AR-04 Pitch 26'or 6/12 Tributary Area Reduction Factor Rl= 1.00 Roof Slope Reduction Factor RZ= 0.90 Reduced Roof Live Load,Lr=La(Rl)(R2) Lr= 18.00 psf SNOW LOAD Ground Snow Load pg= 30.00 psf Effective Roof Slope 26° Snow Importance Factor Is= 1.00 Snow Exposure Factor Ce= 1.00 Snow Thermal Factor C,= 1.10 Minimum Flat Roof Snow Load pf.m,,,= 20.00 psf Flat Roof Snow Load pf= 23.10 psf SLOPED ROOF SNOW LOAD ON ROOF(Non-Slippery Surfaces) Roof Slope Factor CS_,00f= 1.00 Sloped Roof Snow Load on Roof ps-,�f= 23.10 psf SLOPED ROOF SNOW LOAD ON PV PANEL(Unobstructed Slippery Surfaces) Roof Slope Factor CS_ = 0.73 Sloped Roof Snow Load on PV Panel Pypy= 16.90 psf Mighty Engineering Co 11708 Roxborough Rd Chaiiotte,NC 2S21 L I i9;>0)639.9776 I info@mightyenguneeringco.com pe 1?of 17 MMIGHTY IEBC IMPACT CHECK r—IENGINEEPING CO. ROOF AR-04 LEVY RESIDENCE,19 LAWRIDGE DR,RYE BROOK,NY,10573 EXISTING WITH PV PANEL Roof Dead Load(DL)= 7.70 10,70 psf Roof Live Load(Lr)= 18.00 0.00 psf Roof Snow Load(SL)= 23.10 16.90 psf EXISTING WITH PV PANEL (DL+Lr)/Cd= 20.56 11.89 psf (DL+SL)/Cd= 26.78 24.00 psf Maximum Gravity Load= 26.78 24.00 psf Load Increase(%)_ -10.399G OK IEBC Provision:1 2018 The requirements of section 806.2 of 2018 IEBC are met and the structure is permitted to remain unaltered. Mighty Engineering Co 1 1708 Roxborough Rd Charlotte,NC 28211 1 (930)689.9776 1 infu@niightyengineeringco.com px 13 of 17 MIGHTY WIND UPLIFT CALCULATION ENGINEERING CO. ROOF AR-04 LEVY RESIDENCE, 19 LAWRIDGE DR,RYE BROOK,NY,10573 SITE INFORMATION Ultimate Wind Speed(mph)= 116.00 mph Roof Pitch(deg.)= 26' Risk Category= II Roof Type= Gable Exposure Category= B Kd- 0.85 Mean Roof Height= 23.00 ft K,= 1 Solar Array Dead Load= 3.00 psf K,=1 0.65 DESIGN CALCULATIONS Wind Velocity Press.(qh)=0.00256'Kz'K,,'Kd'KQ'V = 19.01 psf a(ft)= 4.50 Array Edge Factor(yE)= 1.50 Solar Array Pressure Eq.Factor(ya)= 0.60 Hardware Type: RL UNIVERSAL Allowable Load= 655.00 Ibs SPF,2.5"lag embedment Max.X-Spacing(Zone 1&2e) 5.40 ft Effective Wind Area Max.Y-Spacing(Zone 1&2e) 3.41 ft 18.41 ft' Max.X-Spacing(Zone 2n-3e) 5.40 ft Effective Wind Area Max.Y-Spacing(Zone 2n-3e) 3.41 ft 18.41 ft' Max.X-Spacing(Zone 3r) 5.40 ft Effective Wind Area Max.Y-Spacing(Zone 3r) 3.41 ft 18.41 ft' ROOF ZONE GC - UPLIFT UPLIFT PRESSURE PULLOUT FORCE 1&2e -1.50 -13.78 psf 253.81 Ibs 2n-3e -2.21 -21.04 psf 387.41 Ibs 3r -2.51 -24.17 psf 445.14 Ibs NOTE: •Wind calculation is based on ASCE 7-16,29.4-C&C,LC#7:0.6D+0.6W is used. h9ighn Engineering Co 1 1708 Roxburough Rd Charlotte,NC 2S211 ( (980)689.9776 1 into @mightyengineeringco.corn p,14 of 17 Fn MIGHTY LOAD CALCULATION N i ENGINEERING CO. - ROOF AR-05 LEVY RESIDENCE,19 LAWRIDGE DR,RYE BROOK,NY,10573 PV SYSTEM DEAD LOAD(PV-DL) PV Module Weight = 2.50 psf Hardware Assembly Weight = 0.50 psf Total PV System Dead Load PV-DL= 3.00 psf ROOF DEAD LOAD(R-DL) Existing Roofing Material Weight Composite Shingle Roof 1 Layer(s) = 2.50 psf Underlayment Weight = 0.50 psf Plywood/OSB Sheathing Weight = 1.50 psf Framing Weight 2 x 6 @ 16 in.O.C. = 1.72 psf No Vaulted Ceiling = 0.00 psf Miscellaneous I = 1.50 psf Total Roof Dead Load R-DL= 7.70 psf REDUCED ROOF LIVE LOAD(Lr) Roof Live Load Lo= 20.00 psf Member Tributary Area At <200 ftz ROOF AR-05 Pitch 30'or 7/12 Tributary Area Reduction Factor Rl= 1.00 Root Slope Reduction Factor RZ= 0.85 Reduced Roof Live Load,L,=La(RI)(112) Lr= 17.00 psf SNOW LOAD Ground Snow Load pg= 30.00 psf Effective Roof Slope 30° Snow Importance Factor 1,= 1.00 Snow Exposure Factor Ce= 1.00 Snow Thermal Factor Cf= 1.10 Minimum Flat Roof Snow Load pf.,n = 20.00 psf Flat Roof Snow Load pf= 23.10 psf SLOPED ROOF SNOW LOAD ON ROOF(Non-Slippery Surfaces) Roof Slope Factor Cs roof= 1.00 Sloped Roof Snow Load on Roof P,ro f= 23.10 psf SLOPED ROOF SNOW LOAD ON PV PANEL(Unobstructed Slippery Surfaces) Roof Slope Factor Cs. = 0.67 Sloped Roof Snow Load on PV Panel PS-Py= 15.40 psf Mighty Engineering Co 1 1708 Rosborough Rd Charlotte,NC 25211 I i9301 689.9776 I info@mightyengmeeringco.com p% 15 of 17 FA MIGHTY IEBC IMPACT CHECK i A ENGINEERING CO. ROOF AR-05 LEVY RESIDENCE,19 LAWRIDGE DR,RYE BROOK,NY,10573 EXISTING WITH PV PANEL Roof Dead Load(DL)= 7.70 10.70 psf Roof Live Load(Lr)= 17.00 0.00 psf Roof Snow Load(SL)= 23.10 15.40 psf EXISTING WITH PV PANEL (DL+Lr)/Cd= 19.76 11.89 psf (DL+SL)/Cd= 26.78 22.70 psf Maximum Gravity Load= 26.78 22.70 psf Load Increase(%)_ -15.26% OK IEBC Provision:1 2018 The requirements of section 806.2 of 2018 IEBC are met and the structure is permitted to remain unaltered. Mighty Engineering Co 1 1708 Roxborough Rd Charlotte,NC 25211 I 19401 089.9776 I info@rnightyengrneeringco.com pe 16 of 17 FH MIGHTY WIND UPLIFT CALCULATION rN ENGINEERING CO. ROOF AR-05 LEVY RESIDENCE,19 LAWRIDGE DR,RYE BROOK,NY,10573 SITE INFORMATION Ultimate Wind Speed(mph)= 116.00 mph Roof Pitch(deg.)= 30' Risk Category= II Roof Type= Gable Exposure Category= B Kd= 0.85 Mean Roof Height= 23.00 ft K,= 1 Solar Array Dead Load=1 3.00 psf K,=1 0.65 DESIGN CALCULATIONS Wind Velocity Press.(qh)=0.00256'K,-K,,-Kd*Ke*V = 19.01 psf a(ft)= 4.50 Array Edge Factor(yE)= 1.50 Solar Array Pressure Eq.Factor(ya)= 0.60 Hardware Type: RL UNIVERSAL Allowable Load= 655.00 Ibs SPF,2.5"lag embedment Max.X-Spacing(Zone 1-2r) 4.00 ft Effective Wind Area Max.Y-Spacing(Zone 1-2r) 3.41 ft 13.64 ft' Max.X-Spacing(Zone 2n&3r) 4.00 ft Effective Wind Area Max.Y-Spacing(Zone 2n&3r) 3.41 ft 13.64 ft' Max.X-Spacing(Zone 3e) 4.00 ft Effective Wind Area Max.Y-Spacing(Zone 3e) 3.41 ft 13.64 ft' ROOF ZONE GC UPLIFT UPLIFT PRESSURE PULLOUT FORCE 1-2r -1.67 -15.54 psf 211.94 Ibs 2n&3r -1.90 -17.91 psf 244.32 Ibs 3e -2.36 -22.64 psf 308.84 Ibs NOTE: • Wind calculation is based on ASCE 7-16,29.4-C&C,LC#7:0.61)+0.61N is used. 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