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HomeMy WebLinkAboutBP24-035PERMIT # SECTION 13, TYPE OF WORK JOB LOCATION OWNER �1 CONTRACTOR` EST. COST ✓CO TCO # FOOTING FOUNDATION FRAMING RGH FRAMING INSULATION PLUMBING C3 RGH PLUMBING GAS Cl iL ri0hf�)o/CJI'Z ..G FEE-9 0 7S Pb FEE DATE INSPE TION RECORD DATE SPRINKLER ELECTRIC =a LOW -VOLT C7 ALARM AS BUILT FINALIIII NINE 11 NINE INSP OTHER DR 4` G t�C4.V JJ J 19 CC4.(te QJet mot.v.,Y' J�aV4U�1y V 'C VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A. Klein (914) 939-0668 Christopher J. Bradbury www.r_yebrookny.gov TRUSTEES BUILDING& FIRE INSPECTOR Susan R. Epstein Steven E. Fews Stephanie J. Fischer David M. Heiser Salvatore W. Morlino CERTIFICATE OF COMPLIANCE November 22,2024 Jeffrey Wang&Yenwen Chen 55 Talcott Road Rye Brook,New York 10573 Re: 55 Talcott Road, Rye Brook,New York 10573 Parcel ID#: 135.50-1-70 Building Permit#24-035 issued on 3/8/2024 for a Rooftop Solar Array This certifies that the rooftop solar array,installed under the above captioned permit has been satisfactorily completed. Sincerely, Steven E. Fews Building&Fire Inspector /to D [E MIffF, IDFor office use only: BUILD ,; MENT PERMIT# NOV — 7 2024 VIL1 OF RYE` OK ISSUED: — a 938 KING STRE YE BROOK, : jW YORK 10573 DATE: //--7- - VILLAGE OF RYE BROOK 9 -06 t FEE: A.4:�7�— PAID& BUILDING DEPARTMENT ov APPLICATION FOR CERTIFICATE OF OCCUPANCY, CERTIFICATE OF COMPLIANCE, AND CERTIFICATION OF FINAL COSTS TO BE SUBMITTED ONLY UPON COMPLETION OF ALL WORK, AND PRIOR TO THE FINAL INSPECTION ################k#ii#k###################ikki#####iiiiiikk#k###ik#k###ikiiikk####kiiikikii#i#ikiikkiiki#iikk#kkiiikkkkii#kiii Address: 55 Talcott Road, Rye Brook, NY 10573 Occupancy/Use: SFD Parcel ID#: 135.50-1-70 Zone: R-12 Owner: Jeff Wang Address: 55 Talcott Road, Rye Brook, NY 10573 P.E./R.A. or Contractor: Sea Bright Solar Address: 23 Cindy Ln, Bldg 1, Ocean Twp, NJ 07712 Person in responsible charge: Address: Application is hereby made and submitted to the Building Inspector of the Village of Rye Brook for the issuance of a Certificate of Occupancy/Certificate of Compliance for the structure/construction/alteration herein mentioned in accordance with law New M6hrn6QFh STATE OFF ,COUNTY OF as: Jeff Wang being duly sworn,deposes and says that he/she resides at 55 Talcott Road (Print Name of Applicant) (No.and Street) in Rye Brook ,in the County of Westchester in the State of New York that (City/Town/Village) he/she has supervised the work at the location indicated above,and that the actual total cost of the work,including all site improvements, labor,materials,scaffolding,fixed equipment,professional fees,and including the monetary value of any materials and labor which may have been donated gratis was:$ 60,480 for the construction or alteration of: 55 Talcott Road, Rye Brook, NY 10573 Deponent further states that he/she has examined the approved plans of the structure/work herein referred to for which a Certificate of Occupancy/Compliance is sought,and that to the best of his/her knowledge and belief,the structure/work has been erected/completed in accordance with the approved plans and any amendments thereto except in so far as variations therefore have been legally authorized,and as erected/completed complies with the laws governing building construction.Deponent further understands that it shall be unlawful for an owner to use or permit the use of any building or premises or part thereof hereafter created,erected,changed,converted or enlarged,wholly or partly,in its use or structure until a Certificate of Occupancy or Certificate of Compliance shall have been duly issued by the Building Inspector as per§250-10.A.of the Code of the Village of Rye Brook. Sworn to before me this +tb Sworn to before me this 4T V1 day of NoVeM►CC , 20 Zl day of Nov ember , 20 Signatur f rty Owner CT Signatu of Applicant Jeff Wang Harley Fischbach Print Name of Property Owner Print Name of Applicant , Notarr lic Nota blic GINA SAMPLES GINA SAMPLES NOTARY PUBLIC OF NEW JERSEY NOTARY PUBLIC OF NEW,ERSEY My Commission Expres 2110025 My Commission Expires 2118/2025 ' �yE BRC�v� o`` tim BUILDING DEPARTMENT ❑BUILDING INSPECTOR � �JASSISTANT BUILDING INSPECTOR VILLAGE OF RYE BROOK ❑CODE ENFORCEMENT OFFICER 938 KING STREET • RYE BROOK,NY 10573 (914) 939-0668 FAX (914) 939-5801 www.ryebrook.org - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - - - - - - ADDRESS : i AL r DATE: i C" 2 02 `� PERMIT# ISSUED; `1 SECT: 1 5-0 BLOCK: LOT:20 LOCATION: \'� �J / OCCUPANCY: ❑ VIOLATION NOTED THE WORK IS... ❑`,ACCEPTED ❑ REJECTED/ REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE ❑ FOUNDATION ❑ UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ NATURAL GAS ❑ L.P. GAS ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL NA v ❑ OTHER � _ M d c' o � N \ Cfir O x . a w Ln a w a n O O O , p. y r O w o o v v a s W � Ln � F+�1 +� �p Ll O Y y ray' cn Lo � Ln `0 .�—� [� d z 00 a' eta O , co a 00 v o7 0 _ O Z w ® © © O W U M uo W W uiZo -2 ON -5 '0 v 0 O C7 sn - a " r W 1� C/� M cn �." a W W y o o Qeq leeeml it � O N W In 00 � F 00 IRII u F 'I Fi•� � Qi � �W h 2 O n D - ad a 'rw u W O W W z O o � "41 " -U u V H o c o o $ � h Z O � �' ° 0 7� ta A Z aeel w4 A4 -b Ix �I BUIL TMENT f ���I ' VI E OF R Y OOK C IC' � ,E 938 KING EET RYE BR ,NY 10573 4 9-0 JAN 3 1 2[l24 VILLAGE OF RYE BROOK r B1!' !)ING DEPARTMENT FOR OFFICE USE ONLY: Approval Date: FEB /ermit#,L&`) ��QS`-' Application# Approval Signature: ARCHITECTURAL REVIEW BOARD: Disapproved: : Date: !i ?/ 2 BOT Approval Date: Case# Chairman: PB Approval Date: Case# Secretary, ZBA Approval Date: Case# Other: n p Application Fees$ D(}-�L� Permit Fees: � - : APPLICATION TO INSTALL PHOTOVOLTAIC SOLAR ARRAY Application dated: 1 �'O/AO ITA 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. lob Address: 55 Talcott Rd. Rye Brook, NY 10573 SBL: Zone:135.50-1-70 R-12 2 Type,kW&Location of Array,(use additional sheets if necessary): Installation of roof mounted solar consisting of 48, SPR-U-400-BI_K-AC modules totalling 19.2KVVDC 3.Property Owner: Jeff Wang Address: 55 Talcott Rd. Rye Brook, NY 10573 Phone# 646-460-0763 Cell# e-mail jeffwang781@gmaii.com gmail.com 4.Applicant: Harley Fischbach Address: 23 Cindy Ln. Bldg 1 Ocean, NJ 07712 Phone# 732-232-1470 Cell# e-mail hadeyCa?seabrightsolar.com 5. Design Engineer: John Wanskus Address: 48 Brant Ave.Clark,NJ 07066 Phone# 732-381-5535 Cell# e-mail wanskus@aol.com 6.Solar Contractor: Sea Bright Solar, LLC Address:23 Cindy Ln.Bldg 1 Ocean, NJ 07712 Phone# 732-450-8852 Cell# e-mail harley@seabrightsoiar.com 7. Occupancy;(1-Fam.,2-Fam.,Commercial-,etc...)Pre-construction: 1-Fam Post-construction: 1-Fam 8. If building is located on a corner lot,which street does it front on: N/A 9. N.Y. State Construction Classification: N.Y.State Use Classification: 10. Construction Type&Location:O Typical Western Lumber Frame; O Timber Frame[TC];O Wood Truss[TT]; ()Pre-engineered wood[PW];Located;( )Floor Framing[F];( )Roof Framing[R];O Floor&Roof Framing[FR];Other: It. Number of stories: 2 Roof Style: (hip.shed.mansard,etc...) 12. Will a New Roof Be Installed: No LJ Yes ❑ (a separate roofing permit is required to re-roof an existing building) 13. Roofing Material&Number of Layers: Asphault Shingle t 8112t2621 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: E� Yes: ❑ Area: 15. Will the proposed project require a Site Plan Review by the Village Planning Board as per§209 of Village Code? No: ❑ Yes: ❑ Ilfyes,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: ❑ 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 1: TIER IT: TIER III:_ (it'ves,a home Occupation Permit Application is required) 18. What is the total estimated cost of construction: $ 60,480 (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.If the final cost exceeds the estimated cost,an additional fee will be required prior to issuance of the CIO). 19. Start Date: Completion Date: *i:ic**:k gift***'k*********:'keF•kxk*********rt**et*•k•k•k•k****k**k&aF it i:9:9e•k 0e*9e•h*4*A i•*:!*at al•al•::*2:d1•heF A ReY*aF ar kickkk*:k*u*x9r 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. 'k1t7B'k*'**********'kit***********�k#•************#*tk•k********aF**A•*•ki:aFi:•kk*•k•k****°k*******•k**k***********ak,t,t aF****•k** STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: i,_Harley Fischbach ,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, Contractor for the legal owner and is duly authorized to make and file this application. tindicate 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. Sworn to before me this )rh Sworn to before me this Jo t�) day of ,20 Z4 day of ,20 2� Notary ublic Notary Vublic 00" Sip'AW600erty Owner Sig re of Applicant Jeff Wang Harley Fischbach Print Name of Property Owner Print Name of Applicant ©INA SAMPLES NOTARY PUBLIC OF NEW JERSEY My CommMlon Expires 211b12025 8/12/2021 i i i rM� W _ 0 Q a o W \ oo i a v E L N M Q cn N z v pq Y � p enR'. z off. cn W c r-. L:lW w Z z N w s H = z 1 O w a NLn a (� It 00 CA 00 a a wo z z w ~ a V w 0 O a ?o W a �1 W �5y�- ►'� M yW Q< r i �1 O O O D Y „y (A1�1 W o a A o ° ' a d w Ln I"r V O W o a 6o _ Ln z w z A 0 , ' a W H G p"' g i dl � a � z w z � , i BUIL MENT DD VIL E OF RYE OK APR 12 2024 938 KIN } ET RYE B ,NY 10573 �---- VILLAGE OF RYE BROOK J ' or BUILDING DEPARTMENT ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required f� FOR OFFICE USE ONLY BP#: �—o3 5S EP#: Approval Date: 1 �\ Permit Fee: S Approval Signature: Other: ************************************************************************************************** DO NOT START WORK or CONSTRUCTION UNTIL A PERMIT HAS BEEN ISSUED BY THE BUILDING INSPECTOR. THE ADMINISTRATIVE FEE FOR WORK PROGRESSED OR COMPLETED WITHOUT A PERMIT IS 12%OF THE TOTAL COST OF CONSTRUCTION WITH A MINIMUM FEE OF$750.00 Application dated, 3/18/2024 is hereby made to the Building Inspector of the Village of Rye Brook NY,for the issuance of a Permit to install and/or remove electrical equipment,wiring, fixtures, or to perform other high or low voltage electrical work as per the detailed statement described below. By signing this document, the applicant & property owner agree that all electrical work performed will be in conformance with all applicable Federal,State,County and Local Codes. 1.Address:55 Talcott Rd, Rye Brook, NY 10573 SBL: 135.50-1-70 Zone: R-12 2.Property owner: Jeff Wang Address: 55 Taleott Rd, Rye Brook, NY 10573 Phone#: 646-460-0763 Cell#: email: jeffwang781 @gmail.eom 3.Master Electrician/Licensed Installer: Nicholas Martinelli Address: 23 Cindy Ln.Bldg1,Ocean NJ 07712 Lic.#: 2077 Phone#: 732-450-8852 Cell#: email:nick@seabrightsolar.com Company Name: Sea Bright Solar Address: 23 Cindy Ln. Bldg1, Ocean NJ 07712 4.Proposed Electrical Work/Fixture Count: Installation of roof mounted solar consisting of 48, SPR-U-400-BLK-AC modules totaling 19.2KWDC 5.3r,Party Electrical Inspection Agency: SWIS ***9F tk****'k tt*kk k kakk**xi:At**:F iF****>F***********iF 1k*aF*:Fat*i;kkkAA x*9FR A•k:FA k:Fk A:t*k:F�:*tkk*k A:FA�kk�;'k:F:F:F:F:kkA Ai:kA Ak ki;: STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: Nicholas Martinelli ,being duly swom,deposes and states that he/she is the applicant above named,and does further (print name of individual signing as the applicant) state that(s)he is the Master Electrician for the legal owner and is duly authorized to make and file this application. (Master Electrician i Licensed Installer) The undersigned further states 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. Sworn to before me this 11rid Sworn to before me this 2 2 rx`4 day of MQA/Ul 120 day f OLl l/. 20� Signa re 6YProperty er Si attire of Applicant Jeff Wang Nic_hoias Martinelli P ' t-Name o roperty Owner Pri Name cf plicant GINA SAMPLES No Pudic NQTAPY pU NL:YYJERSEY No Public ►�y Corninisslon Expires y1g," 5 10/30/2023 STATE WIDE INSPECTION SERVICES, INC. Service With Integrity i•0 • • SWIS JOB APPLICATION0. • Office Use Elect. Permit# n� _ / Date / LBldg Permit# �/ _ /') / Sq Ft Plumbing Permit# Final Certificate# I ' ` `JL .Zip Building Dept 1\ l h y— County � � l0 -t City/Village 60 V �J Address Cross Street Section Block I Lot —7 o Owner Name/Address(If different than above) Contact Number (^('�—r I� O"7/„� ❑Basement ❑ 1st Fl. ❑ 2nd Fl. ❑3rd Fl. ❑More Than 3 Fl. ❑Garage ❑Attic 'E Outside �v❑_f Residential ❑commercial Receptacles Special Recept GFCI AFCI Switches Dimmers Smoke Alarms C/0 Detector Hood Trash Compact Amt Amps Range(s) Cooktop(s) Oven(s) Dishwashers Refrigerator Disposal Microwave Luminaires Generator Transfer Switch SERVICE Amperage #Panels IP 3P # Meters # Disconnect ❑Underground ❑ New ❑ Reconnect ❑ Repair ❑Overhead ❑ Upgrade ❑ Disconnect Utility ID# ❑Con Ed ❑ NYSEG ❑Central Hudson ❑ Orange/Rockland PHOTOVOLTAIC SYSTEM PV Modules Inverters AC Disconnect Junction Box Combiner Box Load Center PV Monitor Energy Storage System DC Disconnect ❑Legalization ❑ Safety Inspection ❑Consultation i�� d I I G fi i v►� roof moue to solo r cons►�-t ��� of (4�) cDPR-U- L1 C rt)cx4u! eS t 0 t (i Y)9 Iq .2 k-W R 3D ' APR 12 2024 VILLAGE OF RYE BROOK BUILDING DEPARTMENT I This application is valid for one(1)year from the date received by SWIS.This application is intended to cover the above listed items to be inspected,if at anytime of inspection additional items have been installed,you are authorized to make the inspection and adjust the fee for the additional items inspected.The applicant declares that there is no open applications for the above address with any other inspection company.The applicant, owner or authorized agent agrees to all the above terms and conditions asset forth for the application. Email Address Q J ( Name r License# W C-�2q — H 1 El -L: Date 4'LA 'ZL.+ Signature A Address 2�) L•I n City/Statejeon, r-'1"T' Zip Code o T7 f 2 Company - Phone# '�32 5o _ �2 State Wide Inspection Services 1080 Main Street Fishkill, NY 12524 asw u s 845 202-7224 Phone 914-219-1062 Fax STATE WIDE INSPECTION GFRVit.-F5 Email: office(d)swisny.com Website: www.swisny.com Service With /ntegiity BY THIS CERTIFICATE OF COMPLIANCE STATE WIDE INSPECTION SERVICES CERTIFIES THAT: Upon the application of: Upon Premises Owned by: Sunpower by Sea Bright Solar Jeff Wang &Yenwen Chen 23 Cindy Lane, Suite 1 55 Talcott Road Ocean Twp, NJ 07712 Rye Brook, NY 10573 Located at: 55 Talcott Road, Rye Brook, NY 10573 Section: Block: Lot: Electrical Permit Number: EP 24-081 135.50 1 70__] Certificate Number: 2024-3055 Building Permit Number: BP 24-035 A visual inspection of the electrical system was conducted at the Residential occupancy described below.The electrical system consisting of electrical devices and wiring is located in/on the premises at: 55 Talcott Road, Rye Brook, NY 10573 The Photovoltaic System was inspected in accordance with the NYS and NFPA 70-2017 and the detail of the installation,as set forth below,was found to be in compliance on the 14th day of May 2024. Name Quantity Rating Circuit Type PV Modules 48 Micro Inverters 48 AC Disconnect 01 Junction Boxes 05 Load Center 01 PV Monitor 01 -Pt:...C�� �,�.. Officer: Frank J. Farina This certificate may not be altered in any way and is validated only by the presence of a seal at the location indicated.This certificate is valid for work performed on the date of inspection only. WANSKUS ARCHITECTURE �. ARCHITECT * BROKER * CONTRACTOR * DEVELOPER HOUSING & COMMUNITY DEVELOPMENT • HOTEL-CASINOS • S❑LAR ENERGY LICENSES SEMIN❑LE, CATAWBA NATION & CHEROKEE INDIANS PROFESSIONAL SERVICES PROVIDER CONNECTICUTARIDD13326 • FLORIDA AR93250 • ILLINOIS 001-014942 • MASS 32317 NEW JERSEY 21 AI01 169200 • NEW YORK D34472 SIA 004962 • NORTH CAROLINA 01453 i SOUTH CAROLINA 9931 • TEXAS 21 153 • WASH-DO NCARB 67566 • WYOMING C-3265 XIX IX JOHN P. WANSKUS, RA, NCARB, CGC, CCC, BK MCMXCI 28 JUNE 2024 R } MR. STEVEN FEWs, BUILDING & FIRE INSPECTOR VILLAGE OF RYE BROOK BUILDING & CODE ENFORCEMENT LOC —— T 2 4 2024 .338 KING STREET _ RYE BROOK, NY 1 0573 VILLAGE OF RYE BRO TEL: (9 1 4) 939-0668 BUILDING DEPART MEN FAX: (914) 939-5BO1 RE: STRUCTURAL CERTIFICATION PROPERTY OWNER: JEFF WANG 55 TALCOTT ROAD RYE BROOK, NY 1 0573 CONTRACTOR: SEA BRIGHT SOLAR, LLC BRIAN KELLY, PRESIDENT 23 CINDY LANE OCEAN, NJ 0771 2-7277 OFFICE: (732) 450-8852 To: MR. FEWS THIS AS-BUILT CERTIFICATION LETTER HAS BEEN PREPARED UPON MY REVIEW OF THE SITE CONDITIONS. THE INSTALLATION OF THE SOLAR ELECTRIC SYSTEM (1 9.200 KW) AT THE AFOREMENTIONED PROPERTY OWNER'S RESIDENCE WAS BUILT IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS, STRUCTURAL CERTIFICATION REPORT DATED 06 DECEMBER 2023 AND ASCE 7- 1 6 (WIND REQUIREMENTS) AND THE STRUCTURAL REQUIREMENTS OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. (SEE ATTACHED PHOTOS). SHOULD ANY ADDITIONAL INFORMATION BE REQUIRED, PLEASE 00 NOT HESITATE TO CONTACT MY OFFICE AT YOUR EARLIEST CONVENIENCE. RESPECTFULLY SUBMITTED BY, ED ARC '0 JOHN P. WANSKUs, RA, AIA, NCARB J PW/ �TF 034472 OF NE`N OFFICE 732 3S1 5535 FAX 732 3B1 6006 E MAIL WANSKUS@AOL.coM 4B BRANT AVENUE + CLARK • NEW JERSEY • 07061 • i i r _= y - M k - PIN ya#;.r a.� _ ARM-!l�d �t r M.�C�.r �,.1 fir. ♦ �-�a,.� L'..'�M L/ ♦`v,'� t r_ f 1�♦i. ' r}tFY'? yM�Qw..•,S) ptt�.• "vi�V �T' �{�w.`fits i;F t _ - - ^,..E• i �• R,� a+�r►7 � Z�y^r"�. . .'�EL�S, f�. �r«'Y�?. UA ', i v .v a. • W !ii •4'y''�tM�;� Y�•5 �'+""^ � `�j r7r 4; a'.*^�. '� t• ti� r 'L . ' /i1> s �*_/�+�G'lE�y3X1 ,}yS..,,IZ}�,!"�� �,�-_�. i��i ��41~-fit � � ry'��c� '► �; x�. , 'H ,{ . 4�.. i�'�,.s. dr"^►'�,ep.� E�try. a'r a,yw►', -n < WANSKUS ARCHITECTURE JOHN P. WANSKUS , RA, NCARB, CGC, CCC, BK FL LIC AR93250 • IL LIC 01 1.014842 * NJ LIC 21A101 169200 - NY LIC 03-034472 - TX LIC 21 153 MR. STEVEN FEWS, BUILDING & FIRE INSPECTOR �� ED ARC VILLAGE OF RYE BROOK — BUILDING & CODE ENFORCEMENT 93B KING STREET RYE BROOK, NY 10573 RE: STRUCTURAL CERTIFICATION YS�T:I a. PROPERTY OWNER: JEFF WANG Q- 55 TALCOTT ROAD ��� 034472 RYE BROOK, NY 1 0573 �P NE`N PHOTO #2 -r SOLAR ARRAY RACKING v '1 .,A* -4& " WRJSnCM PAGE 3 OF 4 LEI 48 BRANT AVENUE, CLARK, NJ 07066 T: (732) 381-5535 F: (732) 331.6006 E: WANSKUSa@AOL.COM VVANSKUS A R C H ITE CTU RE JOHN P. WANSKUS, RA, NCARB, CGC, CCC, BK FL LIC AR93250 4 IL LIC 01 1-01 4842 ' NJ LIC 21AICI 169200 • NY LIC 03-034472 - TX LIC 21 153 i MR. STEVEN FEWS, BUILDING & FIRE INSPECTOR RED ARC VILLAGE OF RYE BROOK - BUILDING & CODE ENFORCEMENT �\5 EZER y�� 938 KING STREET RYE BROOK, NY 1 0573 A. RE: STRUCTURAL CERTIFICATION y PROPERTY OWNER: JEFF WANG 034472 55 TALCOTT ROAD T� RYE BROOK, NY 1 0573 OF NEB PHOTO #3 SOLAR ARRAY p Y PAGE 4 OF 4 W BRANT AVENUE, CLARK, NJ 07❑66 T: (732) 381-5535 F: (732) 361-6006 E: WANSKUS@A0L.00M a Gmai{ Harley Fischbach<harley@sea brig htsolar.com> Fwd: Final Acceptance Letter 55 Talcott Rd, Rye Brook, NY 10573 [MC-731065] 1 message Rod Kelly<rod@seabrightsolar.com> Wed,Jun 12,2024 at 10:09AM To:Harley Fischbach<harley@seabrightsolar.com>,Terry Krueger<trry@seab rig htsolar.com>,Gina Samples<gina@seabrightsolar.com>,Cathy Nemick<cathy@seabrightsolar.com>,Jared Hanna<jared@seabrightsolar.com>,John Niedrich<john@seabrightsolar.com> Hey All, PTO letter for Jeff Wang. D Yours truly, OCT 2 4 2024 Gerard (Rod) Kelly Sea Bright Solar VILLAGE OF RYE BROOK Project Manager: New York BUILDING DEPARTMENT Tel: 732-450-8852 ext203 --- (c)973-814-1874 ----------Forwarded message--- From:<CPMS.noreply@coned.com> Date:Wed,Jun 12,2024 at 8:55AM Subject:Final Acceptance Letter 55 Talcott Rd,Rye Brook, NY 10573[MC-731065] To:<jeffwang781@gmail.com> Cc:<rod@seabrightsolar.com> Consolidated Edison Company Of New York, cCa Inc Westchester Energy Services 511 Theodore Fremd Avenue, 2nd Floor conEdison Rye, NY 10580-1432 a mddiwn,-company Date: June 12,2024 Service At: 55 Talcott Rd Rye Brook,NY 10573 Case Number: MC-731065 Dear Gerard Kelly on behalf of Jeff Wang, Your interconnection application for the above location has been approved to operate in conjunction with Con Edison's system. Please review this email and contact your CPM immediately if there are errors or concerns. This authorization is limited to a determination that the installation described below has been accepted by Con Edison. It is your responsibility to ensure that your DG equipment is in compliance with any other jurisdictional codes and ordinances,and as per your contract you are required to obtain all environmental and other permits necessitated by governmental authorities for the construction and operation of the unit. • Final As-Built kW-Solar: 18.4 kW • Con Edison Account Number: 10793710004 All system modifications, annual and periodic verification tests of the facility shall be conducted per New York's Standardized Interconnection Requirements.The generator-owner shall maintain verification test reports for inspection by the utility. Please contact us at NetMetering@conEd.com or at 212-780-6600 with any billing inquiries, or you can visit our website for answers to frequently asked questions. If you are currently enrolled in Con Edison's Level Payment Plan, Please call 1-800-75-CONED to be removed. This plan is not beneficial for solar customers Sincerely, Dana Lopez Specialist Con Edison Company of NY Distributed Energy Services Do not reply to this email Log Into PowerClerk and respond .Building Permit Check List&Zoning Analysis r Address: SBL: -' Zone: l'1-'2 Use: _2-\0 Const.Type: f` Other. Submittal Date: , Z�l Revisions Submittal Des:at Applicant: Nature of Work Reviews ZBA:_ E$ l U 1 BOT Other. )QED OK %� (�(PEES:Filing: ( " BP: C/O: Flood Plane: Legalization: ( ) (��P: Dated:�.CNotarized: --SBL: Truss I.D. Cross Connection H.O.A.: ( ) ( ) Scenic Roads: Steep Slopes: Wetlands: Storm Water Review: Street Opening: ( ) ( ) ENVIRO:Long. Shore Fees: N/A: ( ) ( ) SITE PLAN:Topo: Site Protection: S/W Mp-m: Tree Plan: Other. ( ) ( ) SURVEY:Dated: Current: Archival• S Aed: Unacceptable: ( ) ( PLANS:Dat�iStamped % Sealedi' Copies:"CoElectronic. / Ocher ( ) (� License: ✓✓ Workers Comp: �-/ Liability: r Waiver. Other. CODE 753#: Dated: N/A: ( ( ) HIGH-VOLTAGE ELECTRICAL:Plans: Permit: N/A: Other. ( ) ( ) LOW-VOLTAGE ELECTRICAL:Plans: Permit: N/A Other. ( � ( ) FIRE ALARM/SMOKE DETECTORS:Plans: Permit: H.W.I.C.: Battery: Other. ( ) ( ) PLUMBING:Plans: Permits Nat. Gas: LP Gas: N/A/: Othw ( ) ( ) FIRE SUPPRESSION:Plans: Permit: N/A: Other. ( ) ( ) H.V.A.C.: Plans: Permit: N/A Other. ( ) ( ) FUEL TANK.Plans: Permit: Fuel Type: Other. ( ) ( ) 2020 NY State ECCC: N/A: Other. ( ) ( ) Final Survey Final Topo: RA/PE Sign-off Letter. As-Built Plans: Ocher. ( ) ) BP DENIAL LETTER: C/O DENIAL LETTER: Other. ( ) ( ) Other 14 ( mtg.date: _1 Z approval• notes: ( )ZBA mtg.date: approval• notes: ( )PB mtg.date: approval• notes: REQUIRED EXISTING PROPOSED NOTES 4 Are Date: Circle: FroaW Froru: Front^ Sides: R-car. Main Cov Accs.Cov Ft,H S S .HS • .FA: Tot:Imp Fc Imn: Parlunig Height/Stories: notes: RD IE C, �w1k Eff'-:' D)�) JAN 3 1 2024 Talcott Woods Home Owners Association VILLAGE OF RYE BROOK F1R9kWG DEPARTMENT Rec'd By Date REQUEST FOR ARCHITECTURAL COMMITTEE REVIEW Document Check List Request From Survey/Plot Plan Specifications Date 1/4/2024 Bldg. Plans Permit Mr./Mrs.: Elevations Photos Jeff Wang Details Other(noted) Address: 55 Talcott Raod Phone No.: 6464600763 Brief description of addition,alteration, improvements, etc.: Installation of solar panels Contractor: Sea Bright Solar HOMEOWNERS AFFIDAVIT Address: 1736 Richmond Avenue I have read the covenants and restrictions Staten Island, NY 10314 of my Associations and agree to abide by such covenants and restrictions. No work Cert.of Insurance Atached will be commenced without the approval of my Association. Date: 1/4/2024 Signed: Please check with Village of Rye Brook for Building Department Approvals FOR ASSOCIA ION USE O LY Approved by Homeowners Association JAW T--- i 1 1-1 7-6 24- Preliminary Approval Subject to Review Insufficient Information Submitted - Resubmit Not Approved dAppoved wit t eFoowing Co ditions P ��F OBTAd+s ►J�t Ot'�a NAl. i°t+TSI Cha rperson, Archie ral ew Board FOI-4-A 5 F�6 M WE; 15 96O K- F. a k- P`r_ Fo R- A�PP Ro.l A►.- 'c'a I lJ t�IAL�Z� Date: ill 202-4 V�oR-1L . S U N P O W E R I by Sea Bright Soiar February 23, 2024, BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING ST RYE BROOK NY 10573-1226 Block: 1 Lot: 70 Please find enclosed the remaining documentation required for the permit application at 55 Talcott Road. Please process it at your earliest convenience. Please let me know if you need anything else. Thanks so much. Kind Regards, arley Fischbach I Permitting Specialist � Cindy Lane, Bldg. #1, Ocean, NJ 07712 Office 732-450-8852 1 Email: harley@seabrightsolar.com SUN P W E R 1 oy sea bright Soar New Jersey Office: 2? Cindy Lane,Bldg.#1 New York Office: 1736 Richmond Avenue Ocean,NJ 07712 Staten Island, NY 10314 BUILD, .PARTMENT ��� r311`��/ L� ` VILL' OF RYE' ROOK IR JAN 3 1 2024 I 938 KING SI*ET RYE BR ( K,NY 10573 VILLAGE OF RYE BROOK 'Fv 9 BUILDING DEPARTMENT _..._._ 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:55 Talcott Rd, Rye Brook, NY 10573 Date of Submission: Parcel ID#: 135.50-1-70 Zone: R-12 Proposed Improvement(Describe in detail): Installation of roof mounted solar consisting of APPLICANT CHECK LIST: 48, SPR-U-400-BLK-AC modules totalling 19.2KWDC MUST BE COMPLETED BY THE APPLICANT The following items must be submitted to the Building Department by the applicant-no exceptions. Property Owner:Jeff Wang 1. X Completed Application 2. X Two (2) sets of sealed plans. (one full size {maximum Address: 55 Talcott Rd. Rye Brook, NY 10573 allowable plan size=36"x 42"} and one 1 1"x 17") Phone#646-460-0763 3. Two(2) copies of the property survey. 4. Two(2) copies of the proposed site plan. Applicant appearing before the Board: 5. One electronic/disc copy of the complete Sea Bright Solar, LLC application materials. 6. Filing Fee. Address:23 Cindy Ln. Bldgl 7. Any supporting documentation. 732-450-8852 8. HOA approval letter. (if applicable) Phone# 9. Photographs. Architect/Engineer: John Wanskus 10. Samples of finishes/color chart. (a sample board or Phone# 732-381-5535 model may he presented the night of the meeting) 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. Sworn to before me this �jQ Swom to before me this }jot h day of �� M , 20 day of 20 zl Signature of op wner Sign cure of Apphc.,���� Jeff Wang Harley Fischbach Print Name of Property Owner Print Name of Applicant Nota Public Nota blic GINA SAMPLES ivt ",RY PUBLIC OF NEW JERSEY N;Y: 4TIMb ton ExpM+ao 2/1812025 8/12/2021 �y(3R k• Village of Rye Brook ML MR Oct yAgenda FB7 SE Architectural Review Board Meeting AC �/ AD Wednesday,February 21,2024 at 7:30 PM Q Village Hall,938 King Street JM SF 1. ITEMS: 1.1. ARB24-008 (Consent Agenda) David Ybarra&Carleen Ybarra 45 Mohegan Lane Rooftop solar array. 1.2. ARB24-009 (Consent Agenda) Jeff Wang&Yenwen Chen 55 Talcott Road Rooftop solar array. 1.3. ARB24-010 (Consent Agenda) Scott Stern&Bonnie Stern 79 Greenway Close Paver patio. Consent Agenda Approvals: Motion Second Al Abstention Aye; Nay; Adjournment; Notes 1.4. ARB24-011 Win Ridge Realty LLC 124 South Ridge Street New illuminated sign. "Mixology Clothing Company" Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.5. ARB24-012 Brett Roer&Rosa Ortiz 12 BelleFair Boulevard Rear deck. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes Page 1 of 2 Architectural Review Board February 21,2024 1.6. ARB24-013 Michael Bonnici&Wendy Catherine Lopez Valbuena 4 James Way Legalize exterior entry and stairs. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.7. ARB24-014 Eduardo Mateus&Heather Winnicki 4 Maywood Avenue Garage addition with bedroom above. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.8. ARB24-015 Seth Schneider&Karen Jaffe 67 Winding Wood Road Two tier rear deck. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.9. ARB24-016(Amendment to Prior Approval) Stuart Gelbard&Adrian Gelbard 51 Winding Wood Road Exterior changes and skylight installation. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes NEXT MEETING: March 20,2024 Page 2 of 2 Ili ti rr4 FgN ------------ 41 t • —�- ` r rr. r � ,,j'"� �� �•,9�1�'I��4i�'ih��4�� b � ::.- i _v R° '��� ^� e�r s^fipr Lr +'�5 f�y'��� "��' i,•['° tr� ��rtt'C� r•_. ',;�, # , Av mot' i. t'. 4. m,4IN Wax !� v V � '' w. 4 1, i _- . s r.x I � rti -ost�� T .may, �•.E+t... f�;;n.,,� i f E j • ' ♦ r ,,��- �i �it .F>Az "d'P4a�'"�'���• 3 ,� 1 _ ��,.� ��may,.-di p � J VNIX 41 m"YF �'f•"t,..,tdr 1w s� � 3�'i.�'w j�ry�yL T j y� �p �t. 1 _�+T ,{ 1C 1fj '&C � g•Jl+:e�A.'�iy��,l.� �}y`'�'Ji.�j;Y-r` 41 1"•q!" 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A �. ♦♦ •1♦ .�.sA ♦ A A \ ( li ` � .�. �� I] ../?�.�r.YS� O _yff�� b� .O t••. ,O` ,m4J��� �(p�i ft iiV •1Mf I N :r y __ R -:/y - - - - l%y R DATE(MMIDD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 03/07/2024 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 CONTACT Danielle Polonczyk NAME Brown 8 Brown Metro,LLC PHONE (856)552-6330 FAX (856)840-8484 AIC No Ext: A/C,No): 10 Lake Center Drive E-MAIL ADDRESS: Danielle.Polonczyk@bbrown.com Suite 310 INSURER(S)AFFORDING COVERAGE NAIC# Marlton NJ 08053 INSURER A: Gotham Insurance Company INSURED INSURER B: New Jersey Manufacturers Insurance Company 12122 Sea Bright Solar LLC INSURER C: Third Coast Insurance Company 1736 Richmond Ave INSURER D: Selective Casualty Insurance Company 14376 INSURER E: Staten Island NY 10314 INSURER F COVERAGES CERTIFICATE NUMBER: 24-25 NY MASTER 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 CONTRACTOR 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 ADUL 5UBH POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MMIDD/YYYY MMIDD/YYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 1,000,000 CLAIMS-MADE ❑X OCCUR DAMAGE N 100,000 PREMISES Ea occurrence) $ MED EXP(Any one person) $ 5,000 A GL202400014110 01/22/2024 01/22/2025 PERSONAL BADVINJURY $ 1,000,000 pGEN'L AGGREGATE LIMIT APPLIES PER. GENERAL AGGREGATE $ 2,000,000 POLICY � PRO ❑ 2,000,000 JECT LOC PRODUCTS-COMP/OPAGG $ OTHER $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea accident X ANY AUTO BODILY INJURY(Per person) S B OWNED SCHEDULED C8017329 04/29/2023 04/29/2024 BODILY INJURY(Per accident) S AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident 5 X UMBRELLA LIAB X OCCUR EACH OCCURRENCE S 2,000,000 C EXCESS LAB CLAIMS-MADE GXL000161602 01/22/2024 01/22/2025 AGGREGATE $ 2,000,000 DED I I RETENTION S $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ OFFICER/MEMBER EXCLUDED? NIA E.L.EACH ACCIDENT $ (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L DISEASE-POLICY LIMIT $ Installation Floater Any one project 1,000,000 D S 2464743 01/22/2024 01/22/2025 Deductible 2,500 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Solar Contractor CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Village of Rye Brook ACCORDANCE WITH THE POLICY PROVISIONS. 938 King Street AUTHORIZED REPRESENTATIVE Rye Brook NY 10573 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD NYSIF New York State Insurance Fund PO Box 66699,Albany.NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) AAA A AA 731684148 , SEA BRIGHT SOLAR LLC 23 CINDY LANE BUILDING#2 � L�y OCEAN NJ 07712 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER SEA BRIGHT SOLAR LLC VILLAGE OF RYE BROOK 23 CINDY LANE 938 KING STREET BUILDING#2 RYE BROOK NY 10573 OCEAN NJ 07712 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE V2127 815-5 440638 01/22/2024 TO 01/22/2025 3/6/2024 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2127 815-5, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY, INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR, PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SUR NCE FUND T �V DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 486936796 U-26.3 i .L;vIAlV AVd3a ONIC.I1ing �iaMJa Ja Dae�Tn � ad0d 1..1.OD-1di aZOZ l £ Ndr 10 CD C. [� +' Ull *v 3 A H' * or. o O o z ,�99�=7 ?� H m oo x AO'96= o r �o m m U -P «-r 3 7�4J m v cd CC i- -H t 1 0 O�7 f� 'C 07 U l"1 - a ID o CD 0' aid O -� - W f� 0 it ca O UO.G4 p t4 -4-4 +a "4 3pp6 P f a > $4 3 N u LL11 0 O 'd r4 +� o 44 m o 0+,0 d �' )Pea ROOM c) 3 o OCV +) d >, U 1O wz m o +�U O E ,-4 +-i O O C! . 4.)U � H U 4-13 ON I T13MO O m O~ m m C m Z ,m 3YYVH-4 kaO.LS Z . m `a w 3' o d a **a POW _cy o 04-4 CD 3 0-1 Fa) p� O m C 3 cd-4 to+' ►7 O m g C'-- to 41"4 m Z V7+-' O\U O 4L4 L p� z �L t `� �+ 7 W ,OL l L m .-r o rn H 1\a M� _ WANSKUS ARCH ITECTU RE ARCHITECT ♦ BROKER ♦ CONTRACTOR ♦ DEVELOPER HOUSING & COMMUNITY DEVELOPMENT # HOTEL-CASINOS • SOLAR ENERGY LICENSES SEMI NOLE, CATAWBA NATION & CHEROKEE INDIANS PROFESSIONAL SERVICES PROVIDER CONNECTICUT ARIOD13326 • FLORIDA AR93251 • ILLINOIS 001.014841 • MASS 32311 NEW JERSEY 21A101 169200 • NEW YORK 034472 SIA 004862 • NORTH CAROLINA 014537 SOUTH CAROLINA 9931 • TEXAS 21 153 • WASH-DC NCARB 67566 • WYOMING C•3265 XIX IX JCHN P. WAN SKUS, RA, NCARB, ,P MC 06 DECEMBEl2 2023 : f� JAN 3 1 2024 LL�j j MR. STEVEN FEWS, BUILDING & FIRE INSPECTOR VILLAGE OF RYE BROOK VILLAGEva G I BUILDING & CODE ENFORCEMENT BLI{ r)'n!' 93B KING STREET ?,:-TER RYE BROOK, NY 1 0573 � s TEL: (914) 939-066B FAX: (914) 939-5801 RE: STRUCTURAL ROOF CERTIFICATION REPORT 034472 �O PROPERTY OWNER: JEFF WANG �OF NE`� 55 TALCOTT ROAD RYE BROOK, NY 1 0573 I To: MR. FEws THIS STRUCTURAL ROOF CERTIFICATION REPORT HAS BEEN PREPARED BASED UPON MY REVIEW OF THE EXISTING BUILDING CONDITIONS AND SYSTEM INSTALLATION DETAILS FOR COMPLIANCE WITH ASCE 7-1 6 (WIND REQUIREMENTS) OF THE 201 6 AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE 7) AND THE STRUCTURAL REQUIREMENTS OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE (RCNYS). ATTACHED II PLEASE FIND ELECTRICAL DRAWINGS E- 1 - E-3, IN ACCORDANCE WITH THE 201 7 NEC (NATIONAL ELECTRICAL CODE), SECTION 690. I A SOLAR ELECTRIC SYSTEM ( 1 9.200 KW) WILL BE INSTALLED ON THE ROOF OF THE AFOREMENTIONED PROPERTY OWNER'S RESIDENCE. THE INSTALLATION SHALL CONSIST OF (4B) SUNPOWER U400-BLK-AC WATT PHOTOVOLTAIC SOLAR MODULES TO BE MOUNTED ON FOUR (4) SEPARATE ROOF PLANES. THE SOLAR MODULES AND MOUNTING SYSTEM SHALL NOT COVER, OR BE INSTALLED, OVER ANY EXISTING ROOF VENTS OR PLUMBING VENT PIPES. THE SOLAR ELECTRIC SYSTEM WILL NOT INCREASE THE HEIGHT OF THE STRUCTURE. THE SOLAR PANELS WILL BE ATTACHED WITH A 1 -5/B" SUNPOWER INVISAMOUNT SOLAR MODULE MOUNTING SYSTEM. THE DEAD LOAD FOR THIS SYSTEM WHICH WILL BE APPLIED TO THE EXISTING ROOF IS 3.00 PSF. THE EXISTING ROOF AND FRAMING CONSISTS OF ROOFING ON FELT, PLYWOOD SHEATHING CREATING A CONTINUOUS DIAPHRAGM FOR THE 120 MPH WIND LOAD DESIGN CRITERIA. THE ROOF IS SUPPORTED BY 2" X 1 O" WOOD RAFTERS @ 1 6" O/C WITH A MAXIMUM UNSUPPORTED SPAN OF 1 6'-09'. iik37AM�D u L OFFICE 732 3B1 5535 • FAX 732 3B1 6006 # E MAIL WANSKUS@AOL.COM 46 BRANT AVENUE • CLARK # NEW JERSEY • 07066 WANSKUS ARCHITECTURE JOHN P. WANSKUS , RA, NCARB, CGC, CCC, BK FL LIC AR93250 • IL LIC 01 1-01 4B42 * NJ LIC 21 A10 1 169200 • NY LIC 03-034472 o TX LIC 21 153 MR. STEVEN FEWS, BUILDING & FIRE INSPECTOR \� 1• „ VILLAGE OF RYE BROOK �,?,ED ARC BUILDING & CODE ENFORCEMENT pE SER 93B KING STREET �/� �� G i{+ RYE BROOK, NY 1 0573 RE: STRUCTURAL ROOF CERTIFICATION REPORT N� PROPERTY OWNER: JEFF WANG 9�ccO�4NE��0 55 TALCOTT ROAD RYE BROOK, NY 10573 STRUCTURAL CALCULATIONS — SNOW & WIND & SEISMIC ROOFS 1 — 4 — EXISTING 2" x 117111 ROOF RAFTERS DESIGN CRITERIA: SPAN — 1 6'-0" SPACING — 1 6" O/C ROOF PITCH — 4/1 2 — 20'3 SNOW LOAD — 30 PSF WIND LOAD — 1 20 MPH SEISMIC DESIGN VALUE AT 0.2S SA — (Sps)=0.296 SEISMIC DESIGN VALUE AT 1 .OS SA — (So,)=0.096 4 COMPARISONS WITH REQUIRED SECTIONS: PROVIDED BENDING STRESS Y (PSI) IS ADEQUATE BY: + 1 3 % LOAD COMBO: 1 .2D+ 1 .6S+0.5W(-) SHEAR STRESS Y (PSI) IS ADEQUATE BY: + 75 % LOAD COMBO: 1 .2D+ 1 .6S+0.5W(-) DEFLECTION (IN) IS ADEQUATE BY: + 63 % LOAD: SNOW — 30 PSF COMPRESSIVE STRESS (PSI) IS ADEQUATE BY: + 99 % LOAD COMBO: 1 .2D+ 1 .6S+O.5W(-) TENSILE STRESS (PSI) IS ADEQUATE BY: + 96 % LOAD COMBO: 1 .2D+ 1 .6S+O.5W(-) BEARING STRESS (PSI) IS ADEQUATE BY: + 64 % LOAD COMBO: 1 .2D+ 1 .6S+0.5W(-) BENDING—COMPRESSION (UNIT) IS ADEQUATE BY: + 13 % LOAD COMBO: 1 .2D+ 1 .6S+O.5W(-) I BENDING—TENSION (UNIT) IS ADEQUATE BY: + 13 % LOAD COMBO: 1 .2D+ 1 .6S+0.5W(-) THEREFORE, THE EXISTING 2" X 1 O" ROOF RAFTERS HAVE: PASSED W S�©L�111 PAGE 2 OF 1 1 vU L�II 48 BRANTAVENUE, CLARK, NJ 07066 T: (732) 381-5535 F: (732) 381-6006 E: WANSKUSQ@AOL,COM WANSKUS ARCHITECTURE JOHN P. WANSKUS, RA, NCARB, CGC, CCC, BK FL LIC AR93250 + IL LIC 01 1-0 1 4842 • NJ LIC 21AI01 169200 • NY LIC 03-034472 • TX LIC 21 1 53 MR. STEVEN FEWS, BUILDING & FIRE INSPECTOR VILLAGE OF RYE BROOK BUILDING & CODE ENFORCEMENT 938 KING STREET RYE BROOK, NY 1 0573 RE: STRUCTURAL ROOF CERTIFICATION REPORT PROPERTY OWNER: JEFF WANG 55 TALCOTT ROAD RYE BROOK, NY 10573 STRUCTURAL CALCULATIONS - WIND ASCE 7- 16 WIND LOAD - 120 MPH - EXPOSURE B - ROOFS 1 - 4 ZONE 1 THE MAXIMUM DOWNWARD FORCE FOR THE SOLAR PANEL IS (+)9.6❑ PSF AND THE MAXIMUM UPLIFT (WITHDRAWAL) FORCE IS (-)23.56 PSF. THE SOLAR MODULE IS ADEQUATE TO SUPPORT THE CALCULATED WIND LOADS AS DESIGNED. ZONE ZN: THE MAXIMUM DOWNWARD FORCE FOR THE SOLAR PANEL IS (+)9.60 PSF AND THE MAXIMUM UPLIFT (WITHDRAWAL) FORCE IS (-)34.36 PSF. THE SOLAR MODULE IS ADEQUATE TO SUPPORT THE CALCULATED WIND LOADS AS DESIGNED. ZONE 3R: THE MAXIMUM DOWNWARD FORCE FOR THE SOLAR PANEL IS (+)9.60 PSF AND THE MAXIMUM UPLIFT (WITHDRAWAL) FORCE IS (—)40.84 PSF. THE SOLAR MODULE IS ADEQUATE TO SUPPORT THE CALCULATED WIND LOADS AS DESIGNED. ROOF STRUCTURE: THE ROOF STRUCTURE MAXIMUM DOWNWARD FORCE IS (+) 1 3. 1 7 PSF AND THE MAXIMUM UPLIFT (WITHDRAWAL) FORCE IS (-) 1 6.46 PSF AND IS ADEQUATE. THEREFORE, THE ROOF SOLAR MODULE & ROOF STRUCTURE HAS: PASSED SUMMARY OF FINDINGS ROOFS 1 - 4 IN CONCLUSION, UPON THE COMPLETION OF STRUCTURAL CALCULATIONS (MOMENT, SHEAR & DEFLECTION) FOR SNOW LOAD (LL + DL) AND WIND LOAD (LL + OL) AND SEISMIC LOAD (Sps + SD1) WITH THE ADDITIONAL SOLAR PANEL AND MOUNTING LOADS APPLIED, THE EXISTING STRUCTURAL ROOF RAFTERS ARE ADEQUATE TO SUPPORT THE PROPOSED SOLAR ROOF ARRAYS. SHOULD ANY ADDITIONAL INFORMATION BE REQUIRED, PLEASE DO NOT HESITATE TO CONTACT MY OFFICE AT YOUR EARLIEST CONVENIENCE. F-D ARC, RESPECTFULLY SUBMITTED BY, C7�5 QESER y�j JOHN P. WANSKUs, RA, AIA, NCARB J P W/ it 9T 034472 �0 �OF NE`N SIGNED & SEALED PAGE 3 0 F 1 1 INU 43 BRANT AVENUE, CLARK, NJ 07066 T: (732) 381-5535 F: (732) 381-6006 E: WANSKUSQ@AOL.COM WANSKUS ARCHITECTURE JOHN P. WANSKUS, RA, NCARB, CGC, CCC, BK FL LIC AR93250 + IL LIC 01 1-01 4842 ' NJ LIC 21 A101 169200 • NY LIC 03-034472 • TX LIC 21153 DATE: 12/6/2023 COMPANY: Wanskus Architecture,P.C. STRUCALC BUILD: StruCalc Pro DESIGNED BY: JOHN P.WANSKUS,RA,AIA,NCARB CUSTOMER: li JEFF WANG REVIEWED BY: JOHN P.WANSKUS,RA,AIA,NCARB PROJ.ADDRESS: 55 TALCOTT ROAD PROJECT NAME WANG-JEFF RYE BROOK NY 10573 LEVEL• NOT YET ASSIGNED LOADING: ASD MEMBER NAME ROOFS 1-4 CODE: 2021 International Building Code i MEMBER TYPE ROOF RAFTER NDS: 2018 NDS MATERIAL: Solid Sawn Douglas Fir-Larch No.2 (1)1.S X 9.25 16(in)O.C. DRV •• Start(ft):0 End(ft):16 Member Slope:4/12 Actual Length(11106.87 Roof Pttch:4/12 O.0 Spacing(in).16 Area Is ly BSW Lam G Kcr (in') (in') (in') (Ibf/ft) Creep Factor 13.88 98.93 2.6 3.16 1 as 1 Fb(psi) Ft(psi) Fv(psi) Fc(psi) Fc-L(pso E(psi)X10' Emin(psi)x10' Base Values 900 575 ISO 13SO 625 16M 580 Adjusted Values 1138 632 180 1350 625 1600 580 CM 1 1 1 1 1 1 1 CT 1 1 CI 1 1 1 1 1 1 1 CF 1.1 1.1 1 1 1 1 1 Bending Adjustment Factors Cfu=1 Cr=1.15 • Unbraced Length(it) Baam End Span Length(ft) Top Bottom Elev-DO(ft) CL(Top) CL(Bottom) CL(Left) CL(Right) 1 16 0 16 5.333333 1.00 036 1.00 1.00 PASS/FAIL MAGNITUDE STRENGTH LOCATION(tt) LOAD COMBO DURATION FACTOR CD Shear Stress Y(psi) PASS(74.7%) 523 207.0 0 D+S 1.15 Bending Stress Y(psi) PASS(12.0%) 1144.8 1309.3 a D+S 1.15 Deflection Y(in) PASS(63.2%) 0.414(SU652) 1.124(=L/240) 8 S 0 Compressive Stress(psi) PASS(96.7%) 11.6 878.0 0 D+S 1.15 Tensile Stress(psi) PASS(SS.•%) 11.6 727.4 16 D+S 1.15 Bearing Stress(psi) PASS(93.7%) 102.0 625.0 0 D+S 1.15 Bending-Compression(Unit) PASS(12.4%) 0.87 1.00 8 D+S 1.15 Bending Tension(Unit) PASS(12.9%) 0.87 1.00 8.16 D+S 1.15 ' • Units for V:Ibf Units for M:Ibf-ft Y axis DEAD SNOW WIND+ WIND- TOTAL A 173 337 148 -185 473 B 173 337 148 -185 473 Reaction Location A B Type Name Left Magnitude Right Magnitude Load Stan(fQ Load End(III) Load Type Direction Uniform(Ibf/ft') 30 30 0 16 Snow Y Uniform(Ibf/ft') Uniform 13 13 0 16 Dead V Uniform(Ibf/ft') Uniform 13.17 13.17 0 16 WlnclPlus Y Uniform(Ibf/ft') Uniform -16.46 -16.46 0 16 WindMinus Y Sett Weight(Ibf/ft) 3.16 3.16 0 16 Dead V F-D ARC .5 ST R sae PROJECT:WANG JEFF 2021 International Building Code �� G1P * a � N� 9T I 034472 yO� PAGE 4 OF 1 1 �OF NE`N 48 BRANT AVENUE, CLARK, NJ 07066 T: (732) 381-5535 F: (732) 381-6006 E: WANSKUS4@AOL.COM %VANSKUS ARCHITECTURE JOHN P. WANSKUS, RA, NCARS, CGC, CCC, BK FL LIC AR93250 + iL LIC 01 1-0 14842 ' NJ LIC 21AMI 169200 - NY LIC 03-034472 # TX LIC 21 1 53 MecaWind v2453 wrwr.meeaenterprises.com Calculatione prepared by: Calcalati.ons Prepared For: Wanskus Architecture, P.C. Client: JEFF WANG 4755 Hansard Avernie Project is 23-3011.274 North Port, Florida, 34Z86 Location 55 TALCOTT ROAD, RYH BROOK, NY 10573 Date: Dec 06, Z023 Description= SOLAR ROOF PANELS Designer: JOM P. WANSKUS, PA, AIA, NCAPB File Location: C:\UserslTians kus Architecture%iJANSKUS ARCHITECTURE Dropbox\ John Lanka%PC (2)\Documents\Meca7dind\SBS\WANG - JEFF.vnd General-: Wind Load Standard = ASCE 7-16 Basic Wind Speed = 1ZO.0 mph Exposure Clessi f ication = B Risk Category = II Structure Type = Building Design Basis for Wind Pressures = ASD lHJFRS Analysis Method = Ch Z7 Pt 1 CGC Analysis Method = Ch 30 Pt 1 Dynamic Type of Structure = Rigid Show Advanced Optfons = 0 Aeset Advanced Options to Default = Def—ILL Simple Diaphragm Building = True Valu Sh— Base Reactions in Output = Summary Altitude above Sea Level = 0.000 ft Base Elevation Of Structure = 0.000 ft MWFRS Pressure Elevations = Mean M Topographic Effects = None Override Directionality Factor Kn = False Override the Gust Factor G = False Pudding: Roof = Aoof Type = Gabled Encl = Enclosure Classificatirn = Enclosed Help = Help on Building Roof Type = Help Pitch = Pitch of Roof = 4.0 :12 e = Slope of Roof = 18.43 Deg Pa = Ridge Height = 17.000 ft ER = Have Height = 12.000 ft W = Building Width = 26.000 ft L Building Length = 56:000 ft OH = Type of Overhang = All Soffit Per = Parapet = None HTa = Override Mean Roof Heist = False Ht,,.,. = Mean Roof Height = 14.500 ft PA_. = Override Roof Area = False Override GCe,value = False = E4cposure Constants [Tb1 26.11-1]: 3-s Gust-speed exponent = 7.000 �Z,- Nominal Ht. of Boundary L 1 ayer = 200-000 ft A = Reciprocal of a = 0.143 b = 3 sec gust speed factor 0.840 Mean hourly Wind-Speed Exponent _ 0.250 b„= Mean hourly Windspeed Exponent _ 0.450 Turbulence Intensity Factor 0.300 = Integral Lmgth Scale Exponent 0.3333 Overhang Inputs: Std = Overhangs on all sides 're the same = True OHType = Type of Roof Wall Z tersections = Soffit OR = Overhang of Roof Beyond Well = 1.000 ft 1 Main Wind Force Resisting System (M"PS) Wind Calculations per Ch 27 Ptl I OH (4) y Roof (2) O Wind Parallel O to Ridge Y X in O Roof(1) rn OH (3) Wind Normal to Ridge \BRED ARC .5 EtER ti% �j 034472 y0� PAGE 5 OF 1 1 �OF NE`N �Yil i�©�L�II 46 BRANT AVENUE, CLARK, NJ 07066 T: (732) 381-5535 F: (732) 381.6006 E: WANSKUS@AOL.COM WANSKUS .ARCHITECTURE JOHN P. WANSKUS, RA, NCARB, CGC, CCC, BK FL LIC AR93250 s IL LIC 01 1-0 1 4842 ' NJ LIC 21A101 169200 • NY LIC 03-034472 • TX LIC 21 1 53 h.,.e. = Elevation ftom Grade to Top of Structure = 14.500 ft K. = 2.01•(15/Z.)"'[Tbl 26.10-11 = 0.575 K,. Topographic: (1+K,•K,•K,)''[Eq 26.8-1] e 1.000 Y, e Wind Directionality Factor per Tbl 26.6-1 = 0.85 +GC., Enclosed Positive Internal Pressure Tbl 26.13-1 +0.18 -GC., Enclosed Negative Internal Pressure Tbl 26.13-1 -0.18 LF Load Factor based upon ASD Design 0.60 K, e Ground Elev Factor [Tbl 26.9-11 s 1.000 e q. 0.00256•K K„•K.•K.•V'*LF [Eq 26.10-11 10.81 psf RA Roof Area 1724.49 ft' q. 0.00256•Ks K„•K.•K.•V°'LF [Eq 26.10-1] 10.81 psf q,. = Negative Internal Pressure: q.-LF 10.81 psf q,. = Positive Internal Pressure: q.-LF = 10.81 psf Wn?S Wind Loads [Normal to Ridge] h = Mean Roof Height Of Building = 14.500 ft RN - Ridge Height Of Roof = 17.000 ft B - Horizontal Dimension Of Building Normal To Wind Direction - 56.000 ft L = Horizontal Dimension Of building Parallel To wind Direction = 26.000 ft L/B - Ratio Of L/B used For Cp determination = 0.464 h/L = Ratio of h/L used For Cp determination = 0.558 Slope = Slope Of Roof 18.43 Deg Gust Factor Calculation for Wind: [Normal to Ridge] 'Gust Factor Category I Rigid Structures - Simplified Method* G, - Simplified' For Rigid Structures can use 0.85 = 0.85 'Gust Factor Category II Rigid Structures - Complete Analysis* Z. = Equiv Struc Height: Max(0.6•h, Z.,.) - 30.000 ft I,,. - Turbulence Intensity: c•(33/Z.)u'[Eq 26.11-11 - 0.305 L.. s Turbulence Integral Length Scale: (•(Z./33)`(Eq 26.11-9] - 309.993 it B = Building Width Width Normal to Wind Direction 56.000 ft Q = [1/(1+0.63•[(B+h)/Lm]e.o1]o.s[Eq 26.11-81 = 0.895 Gi - Detailed: 0.925•[(1+1.7•gs•Im•Q)/(1+1.7•g,•Id] [Eq 26.11-6] 0.863 *Gust Factor Used in Analysis* G = Gust Factor_ Min(G., G,) = 0.850 Cp. - Windward Wall Coefficient (All L/B Values) - 0.800 Cp,,. - Leeward Wall Coefficient using L/B -0.500 Cp.. - Side Wall Coefficient (All L/B values) _ -0.700 Mind Pressures iNcrmal to Ridge] All grind pressures include a Load Factor (LF) of 0.6 Elev GC., q, K. K. (h Windward Leeward Side Total Minis Press Press Press Press Pressure* ft psf pef psf psf psf pef psf 12.000 +0.18 10.81 0.575 1.000 10.81 5.40 -6.54 -8.37 11.94 9.60 12.000 -0.18 10.81 0.575 1.000 10.81 9.29 -2.65 -4.48 11.94 9.60 Jr. = 2.01•f15/Z.)-[Tb1 26.10-I1 I[„ = Topographic: (I+X.•X,•X,)"'(Eq 26.8-11 GC., - Enclosed Internal Pressure Tbl q, 0.00256•X,•d„•1C.•X.•Y*LF [Eq 26.10-1] 26.13-1 q,. - Positive Internal Pressure: q.-LF q- - Negative Internal Pressure: %-IF Side = cA•G•Cp_-giu•(+GC_) [Eq 27.3-I1 Leeward = cB•G•CArq;.•(+C'..) (Eq 27.3-11 Windward - cy•G-cp -q, -(+GC.,) (Eq 27.3-11 Total - Windward - Leeward • Minimum Pressure: 5 27.1.5 no less than 9.60 psf (Intl LF) applied to Walls • Positive Pressures Act TOWARD Surface and Negative Pressures Act AWAY from Surface Roof Wind Pressures for Positive 6 Negative Internal Pressure (3GC.,) [Normal to Ridge] All wind pressures include a Load Factor (LF) of 0.6 Reference Description Location C. C. Gcs, Pressure Pressure Kin Kai Kin Kaz psf psf OH Overhang Top 3,5,6 -0.071 -0.529 +C.00/-0.00 -4.85 -0.65 OH Overhang Leeward 2,7,8 -0.572 -0.572 +0.00/-0.00 -5.26 -5.26 OH Bot Overhang Bottom 3 0.800 0.800 +0.00/-0.00 7.35 7.35 Roof Roof windward 1 -0.071 -0.529 +0.18/-0.18 -6.80 1.30 Roof Roof Leeward 12 -0.572 -0.572 +0.18/-0.18 -7.20 73.31 Roof Pressures based upon Ch 27 Ftl. Start - Start Dist from Windward Edge End - End Dist from Windward Edge C..,. - Smallest Coefficient Magnitude C..•, - Largest Coefficient?6gnitud, Pressor. n 9e'G'v_•v-4d(+GC.,) Eq 27.3-1 Presss„ = cA•GC._•„-4•(- ,) Eq 27.?-1 • 0.800 Reducclon Factor applied for h/v=1 a 10=51ope=l.5 peg ��RE D ARC, ,,(t • She smaller uplift pressures due to Cp Min can become critical when wind is combined C with roof live load or snow load; load combinations are given in ASCE 7 �Q S • Positive Pressures Act TOWARD Surface and Negative Pressures Act AWAY from Surface - (� O. G� N'A �T 034472 �0 PAGE 6 OF 1 1 OF NE`N IN L611 43 BRANT AVENUE, CLARK, NJ 07066 T: (732) 381-5535 F: (732) 381-6006 E: WANSKUS@AAOL.COM WANSKUS ARCHITECTURE JOHN P. WANSKUS, RA, NCARB, CGC, CCC, BK FL LIC AR93250 4 1L LIC 131 1-0 14842 * NJ LIC 21AI01 169200 • NY LIC 03-034472 4 TX LIC 21 1 53 MEN MWFRS Wind Loads [Parallel to Ridge] h = Mean Roof Height Of Building v 14.500 ft RHt Ridge Height Of Roof 17.000 £t B - Horizontal Dimension Of Building Normal To Wind Direction - 26.000 ft L - Horizontal Dimension Of building Parallel To Wind Direction - 56.000 ft L/B - Ratio Of L/B used For Cp determination - 2.154 h/L - Ratio Of h/L used For Cp determination - 0.259 Slope - Slope Of Roof - 18.43 Deg Guist Factor Calculation for Wind: [Parallel to Ridge] - 'Gust Factor Category I Rigid Structures - Simplified lkthod" G, Simplified: For Rigid Structures can use 0.85 0.85 .Gust Factor Category II Rigid Structures Complete Analysis' Z. - Equiv Struc Height: Nax(0.6•h, Z.,.) - 30.000 ft I„ - Turbulence Intensity: C•(33/Z•)' [Eq 26.11-11 0.305 L.. - Turbulence Integral Length Scale: 1•(Z./33)`[Eq 26_11-9] - 309.993 ft B - Building Width Width Normal to Wind Direction - 26.000 ft Q - [1/(1-0.63•1lB+h)/L-]•.m)]n.s[Eq 26.11-81 - 0.923 Ga - Detailed: [Eq 26.11-6) = 0.879 'Gust Factor Used in Analysis" G - Gust Factor: Min(G„ Ga) - 0.850 Cp.. - Windward Wall Coefficient (All L/B Values) - 0.800 Cps. - Leeward Wall Coefficient using L/B = -0.292 Cps. - Side Wall Coefficient (A 11 L/B values) - -0.700 Mind Pressures [Parallel to Ridge] All wind pressures include a Load Factor (LF) of 0.6 81ev Gc.• q.. R. L4a q. Windward Leeward side Total Minissnn Press Press press Press Pressure• ft psf psf psf pet sf P. psf 17.000 +0.18 10.81 0.596 1.000 11.20 5.67 -4.63 -8.37 10.30 9.60 14.500 +0.18 10.81 0.575 1.000 10.81 5.40 -4.63 -8.37 10.03 9.60 12.000 +0.18 10.81 0.575 1.000 10.81 5.40 -4.63 -8.37 10.03 9.60 17.000 0.18 10.81 0.596 1.000 11.20 9.56 -9.74 -4.48 10.30 9.60 14.500 -C.18 10.81 0.575 1.000 10_el 9.29 -0.74 -4.48 10.03 9.60 12.000 -0.18 10.81 0.575 1.000 10.e1 9.29 -0.74 -4.98 10.03 9.60 it. - 2.01•(15/Zd-[Tbl 26.20-11 X,. - T.Pogrephac: (Z+Xa•F•x)"�[Eq 26.R-ZI GC., - Enclosed Internal Pressure rbl q, - 0.00256•X.•X„•1C•X.•V-LF [Eq 26.10-11 26.23-2 qrp - Positive Internal Fressure: ge•LF q,. nagative Internal Pressure: 4•LF Side - g,•G'Cpyv-qy'(+C,C..) 1Eq 27.3-11 Leeward eg•G'C�rq,.'(+GCv,I [Eq 27.3-11 Wandward - q.•G-Cpw-q,.•(+GC.,) [Eq 27.3-11 Total - Nandwerd - Lee-rd • Minimum Pressure: S 27.1.5 no less then 9.60 psf (Incl LF) appl red to Wall, • ,.Ir Iva P essures Act TOWARD Surface and Negative N es aurae A— AWAY from Surfs ce Roof Mind Pressures for Positive f Negative Internal Pressure (3GCp) (Parallel to Ridge] 1111 wind pressures include a Load Factor (LF) of 0.6 Reference Description Location Start End C. C. CC" pressure Pressure Dist Dist Min Mar Yin Ilan ft ft P.f PAL OH_Bot Overhang 5,7 All All 0.800 0.800 +0.00/-0.00 7.35 7.35 Bottom OH-Top overhang Top 3,4,5,7 0.000 14.500 -0.900 -0.180 +0.00/-0.00 -8.27 -1.65 (0 to h) OH Top Overhang Top 3,4 14.500 29.000 -0.500 -0.180 +0.18/-0.18 -6.54 0.29 (h to 2-h) OH Top Overhang Top 314,618 29.000 1 58.000 1 -0.300 -0.180 1 +0.18/-0.16 1 -4.70 0.29 (>- 2-h) Roof Root (0 to h) 1,2 1.000 14.bou -U.9uO -U.18U +U.18/-U.18 -lU.'Ll 0.29 Roof Roof (h to 1,2 14.500 29.000 -0.500 -0.180 +0.18/-0.18 -6.59 0.29 2•h) Roof Roof (>- 2*h) 11,2 129.000 57.000 -0.300 -0.180 +0.18/-0.16 1 -4.70 0.29 Roof Pressures based upon Ch 27 Ptl: Start = Start Dist froa Windward Edge Errd - End Oast from Nindvard Edge Smallest Coefficient Mignr rude � - Largest coefficient P"gnitude Pressor. - 4'G•a_•.+4+.'(+GC..) Eq 27.3-1 Freese, - 4•G•C.--.,�¢.•(-GCS.) Eq 27.3-1 • No reduction factor was ap ca plible • The eaaller uplift pressures d.e to ��Min can become crr tical %1- wand as combined with Hoof live load or snow load; load coabinations are given in ASCE 7 • Posat rve Pressures Act TOWARD Surface end Negative Pressures Act AWAY froa Surf.ce Reaction Summary Mind (l4PWRS) Description F. F. ri M. !f M. Kip Rip Kip k•ft k•ft k•ft Normal to Ridge: Walls+ROOfl+GOPi 0.00 -8.00 -11.95 51.43 0.00 0.00 RED AR cy \� EjER P a� r 034472 y0 WISDOM PAGE 7 OF 1 1 �Op NE`N 48 BRANT AVENUE, CLARK, NJ 07066 T: (732) 381-5535 F: (732) 381-6006 E: WANSKUS4@AOL,COM WANSKUS ARCHITECTURE JOHN P. WANSKUS, RA, NCARB, CGC, CCC, BK FL LIC AR93250 IL LIC 01 1-0 1 4842 ' NJ LIC 21 A101 1 69200 • NY LIC 03-034472 • TX LIC 21 1 53 H.,:m.,l •- F� MJ2�- -u1;1-.;--� __ O.c<• -e.-z a n.00 0.00 4: 1 0.00 0.00 ;_ -3.84 0-_30 O.CO -8C.45 0.cr --_- --_.. -3.a4 Sa -Is.rii' ra-lr -, ii .I- :]./' !).:C) :0 3.d4 0_c0 0. ii- -3.C7 0.20 O.cO O.CU - 23 0.co 2•cr _--..__.. .-.__�:.0 -. �. __racer of _h_ar calccla�ca w1 t:r or wSchcuc rocf. • rt.r:...;.. ., .� ..�:.•nr,ry:r�'r�.rrcC.� ..... •y.':'r;... eomprnenc-y at.d clddd_rg (CLc) Rind Loads per Ch 30•tPart 1 Roof G Wall A 3c• 1n 3r 3r 2n 30 Roof not Shown Q O ,2r Q (D G, 5: :5 4 4 3 Walls I 15 5 e ... PLAN•.... a a 4. q,. - -..._-.•h4•F,.•Y.r•K•- L7 i _r_• _ __ _ __z,ut s_•__rcct.__-_:.: .._.; e• ., - -.CUO f- '.1- ter- _.- o.o.i•L1 _t •0.9 3.010 _L r! - twr.1 or rf rear. r,c f ha ;hv to h r'1+r,r..a1 i 1!11 - 0.:SF Wind Preseorea for CGC Ch 30 Pt 1 Roof G Nall R11 rind prozzuror inoluds a Load Paotor (LP) of 0.6 Desariptlon LR an Area 1/3 rlgure OGp _acp p -p Rule Man Mln Maa Min t rt' paf paE r.0 i .0:0 1.60 30.3-28 0.700 .00c S a0 -23 5.01. - 30.3_^ 0.7,)0 .00c 9 ?0 ^3 O;I1.00 30_3-z9 0.:00 -3.000 80 -:i9- tr Lr 000 1.00 Xt -30.3-23 0.700 -3.000 .GO -34.3C .00c 1.�ii. 30.3-?= 0.700 -3.000 i3O -34.3C (r;7 is 1 !i( - gn3-1L.000 -1.10:; 1-!.i.V;):i 1.•;n 30.3-1 I.000 -1.•100 12_+ -1-;.:i-• t>rnit. � c:t.�..r ivy W::f•t+ ..... - - _tivc dth _d not tc a _._ hC �t"mn ;_.qth •r•f. Fr.. rr ...• --l: .- F e .-.. rr,. - 71:r. � -!.l. - : , • ir!r•_ •...e !d.'..1/.'u.T I•/yYa`u:.. 1•'f '�4 :xy7.'GJ RPx! r...l."�udld' !F1 Coluponento and Cladding (CGC) Lone Sunnary per Ch 30 Pt 1: t..'r: - ..c_r� _t r.�_r. r_�cf n _ot:r 1.'L ..--eti_u from. G__u�-- _ [_• __ -u,e _1_`.r I 1... 'l.y c-7E'l:__. U'.1 .. •1.:•.. . .::1 2ti.8-i1 •.OcO ��FtED ARC ,5 �zER ti% ,ova N1A W `NIn'r rA PAGE 8 OF 1 1 �0P NEB 4 I BRANT AVENUE, CLARK, NJ 07066 T: (732) 381.5535 F: (732) 381.6006 E: WANSKUS@AOL.COM WANSKUS ARCHITECTURE JOHN P. WANSKUS , RA, NCARB, CGC, CCC, BK FL LIC AR93250 • IL LIC Ol 1-014B42 • NJ LIC 21A101 169200 • NY LIC 03-034472 • TX LIC 21 153 X� A r u Q 00 0x Q 4 uo � - 7-1 � i a Q W w• P N o m c c E v ' £Q' a#a n AxEkf Q c it I o a w p 0 o s .n, e E � RE�I m z g QeQ�i Q o `a- Q � yy � ,few�4Jed ssa»y.1C � - ai .. •3 •, _ f z® r -- -d3afsc� a � y � -8^s� V1ro 'zz.�� t� q n � ` 3 N Si B D a cn FLED ARC�� y �� ETER �J Nlk �T 0 4472 yOQ� F OF NE`N PAGE 1 O OF 1 1 48 BRANT AVENUE, CLARK, NJ 07066 T: (732) 381-5535 F: (732) 381.6006 E: WANSKUSLAOL,COM WANSKUS ARCHITECTURE JOHN P. WANSKUS, RA, NCARB, CGC, CCC, BK FL LIC AR93250 IL LIC 01 1-014842 * NJ LIC 21A101 169200 o NY LIC 03-034472 TX LIC 21 153 SUNPOWLR iNVISAMOUNT �J O 99Wx2"xV4' LFOOT 18-8 55 LAG BOLT-5/16"D x 4' LONG(7 EMBED.MIN) —SAV EPDM BONDED 19b 5/5 WAShER —8'x 12"x 032 GAUGE ALUM.BASS FLASHING ix l� ROOFING MEMBRANE I \ EXIST.7 x 1O'WOOD RAFTER SUNPOWER INVISAMOUNT SCOS-76 NOTE- ANODLZED EXTRUDED ALUMINUM PHOTOVOLTAIC 50LAR PANEL-5 CAN 5E 50LAR MOUNT RAIL MOUNTED IN PORTRAIT.AND/OR LANDSCAPE MODE THE STRUCTURAL DE°51GN WILL REMAIN THE. 5AME REGARDLESS OF THE PANEL ORIENTATION. 0 -P+-OTOVOLTAC SO-AR PANEL v 7 � 0 ]2- �ry 18-B 55 LAG BOLT-5/16'D x W LONG(•I'YP) --- --SUNPOWWZ INV154MOUNT 55S'x2'xVW LFOOT(Tti NQTE: ANY LA6 MATOXN B OR CFCATATONfa TO ROOF MOUNTED S-rN.OVOL TAC PANEL DE BRO DETAllB,MATERL4Lb,RPEGFGAT ONS,MEA6UREMBV7®OR EX CsT.NG COND TIONl51'O BE BROUONT TO THE ATMNT ON OF THE ARCHITECT N\VRTNG FOR FURTHER CLARFCATON OR ANA4-Y&S. 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