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HomeMy WebLinkAboutBP25-145PERMIT #9/)cD� //6 pAX4 SECTION 3S• !v CD BLOC TYPE OF WORK Ql r 10Q LOCATION _ % / QiL9Q rq C je 77701 OWNER QSS>C CONTRACTOR 2 A TC• � FEE DATE F�071NG FOUNDATION - FRAMING �-- O - 20Zf /0.4J�f RGH FRAMING INSULATION PLUMBING �J - RGH PLUMBING GAS C SPRINKLER ELECTRIC - - 1.0104OLT - ALARMCq AS QUILT C3��-+t-1. � FINAL Gods - R APPROVALS asa, OTHER �yE QR �"A tt��UJJ V G V VILLAGE OF RYE BROOK MAYOR 938 King Street, Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A.Klein (914) 939-0668 Christopher J. Bradbury www.ryebrookny.gov TRUSTEES BUILDING& FIRE INSPECTOR Susan R.Epstein Steven E. Fews David M. Heiser Donald T.Krom,Jr. Salvatore W. Morlino CERTIFICATE OF COMPLIANCE August 15,2025 Alessio Colacino&Kelly Colacino 37 Tamarack Road Rye Brook,New York 10573 Re: 37 Tamarack Road, Rye Brook,New York 10573 Parcel ID#: 135.60-1-56 Building Permit#25-145 issued on 6/27/2025 for Front Door Repair This certifies that the front door,repaired under the above captioned permit has been satisfactorily completed. Sincerely, Steven E. Fews Building&Fire Inspector /to D E C E O 1J E R For office use onl IDBUILD-U � � ;MENT PERMIT# -� J JUL 2 8 2025 V11 OF RYE 'OK ISSUED: 10 9 8 KING STRE�4' YE BROOK, PORK 10573 DATE: �-�;�S-oZ�j VILLAGE OF RYE BROOK 9 -06 Oi' FEE: /���PAID BUILDING DEPARTMENT w�wv:r o 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 Address: 3� a�Ct t 4Lk RC� ��p Occupancy/Use: s'kdcnhn0 Parcel ID#: '35, o .- 1 S (L Zone: �——7 Owner: Ne551,, C" C�f-1 c; Address: P.E./R.A. or Contractor: LP + Address: ��S i3r usl, fit vexvQ�nx 1 M 65 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: STATE OF NEW YORK, COUNTY OF WESTCHESTER as: � kell y Co l a C t I —/ -- being duly sworn,deposes and says that he/she resides at A m a va C k i2o/ ¢� (Print Name of Applicant) (No.and Street) in wL-e 13P c:0*-- ,in the County of P)e5k-heSfe✓ in the State of X'1 ,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:S 'y oW.00 L' for the construction or alteration of: F-f C I Dtv✓ k,e pi,r 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 -I Sworn to before me this / day of J044 , 20 25 day of U (i , 20 a S l- Signature df Property OeAr Signature of Applica t )0�(vA Ly.)�G�_l -\ o VeA\UA. �A �o Print Name of Proper Ac�_ Print Nay e of Applicant 5 r Notary Public Notary Public SCOTT GOWE NOTARY PUBLIC OF NEW YORK SCOTT GOWE I.D.#dlG06357188 NOTARY PUBLIC OF NEW YORK MY COMMISSION EXPIRES V1�7/T MY COMMISSION EXPIRES QyE BR(�k, Q�i� ��O•c • �9°2 BUILDING DEPARTMENT ❑BUILDING INSPECTOR ASSISTANT 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 : 2) / / A m U L � l� ��� DATE: � �L/ �U2 S PERMIT# V` ISSUED:'` 2- i-)SECT: BLOCK: LOT: LOCATION: !Y 't / OCCUPANCY: ❑ Violation Noted THE WORK IS... 0 PASSED ❑ FAILED 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 ,U FINAL ❑ OTHER !! I i J 0 BR(�j�• BUILDING DEPARTMENT ❑� LDING INSl-li(:'l.'Olt Asslsa:a.N'l'.I;LiIi,DINl;1N+rl:cxolt VILLAGE OF RYE BROOK ❑CODE aENIFO.RCEMENT OFFICER 938 KING STREET -RYE BROOK,NY 10573 (919) 939-0668 TAx (914) 939-5801 wwwxYAI rOct q Lo-w - - - - - - - - - - - - - - - - - - - - INSPECTION REPORT - - - - - - - - - - - - - - - _ -_ _ - - ADDRESS: PEI.LMIT# ISsu�:n•6-L7. I�cx: •Gd BLOCK: / LOT: c1�o LOCATION: ----.___—. �1 OCCUPANCY: ❑ VIOLATION NOTED WORK Is... <ccEPTED ❑ REJEC'rI.D/REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ TOOTING ❑ ToOTING DRAINAGE ❑ FOUNDATION ❑ ]UNDERGROUND PLUMBING NOTES ON INSPECTION: ❑ ROUGH PLUMBING J.YI.tOUGH TRAMING 11 INSULATION ❑ Nn'.rURA.I.(ins F t doo/-L ❑ L.l.). GMS do❑ TUI L rf�A NK r O rh /a 4a li O o e. ❑ FIRE SPRINKLER ❑ 13INALP t,tTMIJIN(.,. ❑ CROSS CONNECTION ❑ FmAI, ❑ OTHER tt� 7! #7� '%• � � . �i,. .� • . .� � . . k YZ �� £. ,r ;�`� ' ;�, �. .� . � � . � � �- .� �¢.�� -_ .. ;j.. A' � �;z /� /' r ' �� r-.. ,�1� .. -�--.. j. ,�. - � � S �, ,�.,. I �.r ,. ' �., r.iy� (tp. i +�..�JL� i � i � � , -ter 1 1�. � ` � �r _. _ y; _ �_ j . � ��_ _, ... -__. 1 ■ __ f 00 6 .I� I 1 yt J 0 � a N �w. owy a . = m : LO N o ram Ln -+ o o N v H ° N ell 09 PLO L�r cn a O a P� CA W O ca L? 41 p y W = b ui VJ ^v cd qp y a r ef) iL .� �7 U u m p �..� Q� H 3 u a C. A • ❑ o L 77 Cc) PLOW F-W e� O � 4 , �� ° a. w c•1 � � )b � •° E V (�} W oo z p 00 o A � a � ,� O O U oo z ° y z V 2 bw a Ln 1 ICI G1 W u W U dC � � � -oQ © � W 4 w " ~ O p; z U m a zz 8 (� O a O o U rj � Z o n.a b a w W ►--� V H O : A U et i--+ C W F zpbL z ¢ x O O C7 A z O C) a v o T W W ' � M q W cn Z 1:4 �¢' oQ 91 o ; W A a = u a BUILD TMENT FF2:3d V2�VIL ONR OOK 02 5 938 KING ET RvE BIR ' ,NY 10573 14)939-06 VILLAGE OF RYE BROOK BUILDING DEPARTMENT ADMINISTRATIVE EXTERIOR BUILDING PERMIT APPLICATION FOR EXTERIOR WORK Wlticil DoFs Nor RE L11RE VILLAGE ARCI1tTECTURAL REVIEW BOARD APPROVAL FOR OFFICE.U_SE ONLC:: APPROVAL DATE: JUN 2 6 5 Pi #' � APPLICATION FEE: '\ APPROVAL SIGNATURE: PERMIT FEES:"' / H.O.A.APPROVAL: &43 DATE: DISAPPROVED: OTHER: Application dated: June 18,2025 is hereby made to the Building Inspector of the Village of Rye Brook,NY,for the issuance of a Permit for the construction of buildings,structures,additions,alterations or for a change in use,as per detailed statement described below. 1. Job Address: 37 Tamarack Rd,Rye Brook NY 10573 2. ParcelID#: 0 f 490 Zone: — 3. Proposed Improvement(Describe in detail): Replace rotted wood framing and exterior sheathing at front door, reinstall front door, reinstall existing vinyl siding. 4. Property Owner: Kelly and Alessio Colacino Address: 32 Tamarack Rd, Rye Rrook NY 10573 Phone# 914433-2104 Cell# e-mail Kelly.colacino@gmail.com List All Other Properties Owned in Rye Brook: N/A Applicant: Kelly and Alessio Colacino Address:37 Tamarack Rd,Rye Brook NY 10573 Phone# 914-433-2104 Cell# e-mail Kelly.colacino@gmail.com Architect: Jaclyn Tyler Address: 117 E. Main Street, Mount Kisco,NY 10549 Phone# 914-740-4774 ex III Cell# 914-204-6404 e-mail jaclyn(a),nexuscreative.design Engineer: Address: Phone# Cell # e-mail General Contractor: LET ME BUILD,LLC Address: 515 BRUSH AVE BRONX NY 10465 �C- Phone# 718-822-1620 Cell#_ 516-790-5100 e-mail (I) 6/1/2024 1-Fain 5. Occupancy;0-Fam.,2-Fam.,Commercial.,etc...)Pre-construction: Post-construction: ]-Fain 6. Area of lot: Square feet: Acres: 7. Dimensions from proposed building or structure to lot lines: front yard:N/A rear yard: right side yard: left side yard: other: 8. If building is located on a corner lot,which street does it front on: N/A 9. Area of proposed building in square feet: Basement:N/A 11,fl: 2°d fl: 3rd fl: 10. Total Square Footage of the proposed new construction: N/A 11. For additions,total square footage added: Basement: N/A 1 g`fl: 2'14 fl: 31 fl: 12. Total Square Footage of the proposed renovation to the existing structure: N/A 13. N.Y.State Construction Classification: N.Y. State Use Classification: 14. Construction Type&Location:()Typical Western Lumber Frame;()Timber Frame[TC];O Wood Truss[TT]; O Pre-engineered wood[PW];Located;O Floor Framing[FJ;O Roof Framing[R];O Floor&Roof Framing[FR];Other: 15. Number of stories:N/A Overall Height: Median Height: 16. Basement to be full,or partial:N/A finished or unfinished: 17. What material is the exterior finish: VINYL SIDING 18. Roof style:peaked,hip,mansard,shed,etc: Roofing material: 19. What system of heating: N/A 20. If private sewage disposal is necessary,approval by the Westchester County Health Department must be submitted with this application. 21. Will the proposed project require the installation of a new,or an extension/modification to an existing automatic fire suppression system?(Fire Sprinkler,ANSL System,FM-200 System,Type 1 Hood,etc...)Yes: No: X (ifyes,applicant must submit a separate Automatic Fire Suppression System Permit application&2 sets of detailed engineered plans) 22. 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? Yes: No: X Area: 23. Will the proposed project require a Site Plan Review by the Village Planning Board as per§209 of Village Code? Yes: No: X (ifyes, applicant must submit a Site Plan Application,&provide detailed drawings) 24. Will the proposed project require a Steep Slopes Permit as per§213 of Village Code Yes: No: X (ifyes,you must submit a Site Plan Application,&provide a detailed topographical survey) 25. Is the lot located within 100 ft.of a Wetland as per§245 of Village Code? Yes: No: X (ifyes, the area of wetland and the wetland buffer zone must be properly depicted on the survey&site plan) 26. Is the lot or any portion thereof located in a Flood Plane as per the FIRM Map dated 9/28/07? Yes: No: X (ifyes, the area and elevations ofthe flood plane must be properly depicted on the survey&site plan) 27. Will the proposed project require a Tree Removal Permit as per§235 of Village Code?Yes: No: X (ifyes,applicant must submit a Tree Removal Permit Application) 28. Does the proposed project involve a Home-Occupation as per§250-38 of Village Code? Yes: No: X Indicate:TIER 1: TIER II: TIER Ill: (ifyes,a Home Occupation Permit Application is required) 29. What is the total estimated cost of construction: $ $4,000.00 Note: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 C/O. 30. Estimated date of completion: 1()wnr inn days (2) 6/t/2024 BUILD rr MENT 51ECEM ED VIL E OF R OOK J U N 2 3 2025 938 KING d `ET RYE BR ,NY 10573 0 VILLAGE OF RYE BROOK -�w ov BUILDING DEPARTMENT AFFIDAVIT OF COMPLIANCE VILLAGE CODE§216 • STORM SEWERS AND SANITARY SEWERS THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY OWNER AND BE SUBMITTED ALONG WITH ANY BUILDING OR PLUMBING PERMIT APPLICATION. ANY BUILDING OR PLUMBING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT . STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: residing at, Kelly Colacino 37 Tamarack Rd Rye Brook,NY 10573 j, , (Print name) (Address where you live) being duly sworn,deposes and states that(s)he is the applicant above named, and further states that(s)he is the legal owner of the property to which this Affidavit of Compliance pertains at; 37 Tamarack Rd ,Rye Brook NY 10573 , Rye Brook, NY. (.lob Address) Further that all statements contained herein are true,and that to the best of his/her knowledge and belief, that there are no known illegal cross-connections concerning either the storm sewer or sanitary sewer, and further that there are no roof drains, sump pumps, or other prohibited stormwater or groundwater connections or sources of inflow or infiltration of any kind into the sanitary sewer from the subject property in accordance with all State, County and Village Codes. &M 6 h ct� (denature c ' operly Owner(s)) Kelly Colacino (Print Name of Property Owner(s)) Sworn to before me this 115 day of -5 , 20 L S —wv/?" �i (Notary Public) N hard G. Notary. C. 42RY. Quaid In MVestchom comm�rsir n Fzokt3s Feb.Z.7 ZO L� (3) 6/1/2024 This application must be properly completed in its entirety by a N.Y. State Registered Architect or N.Y. State Licensed Professional Engineer & signed by those professionals where indicated. It must also include 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 YORK,COUNTY OF WESTCHESTER ) as: Kelly Colacino , 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 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. By signing this application, the property owner further declares that he/she has inspected the subject property, and that to the best of his/her knowledge there are no roof drains, sump pumps or other prohibited stormwater or groundwater connections or sources of infiltration into the sanitary sewer system on or from the subject property. Sworn to before me this Sworn to before me this e G day of 3 u'`'� , 20 L 6 day of 20 2� Sign lure of Pr erty caner Signature ofyplicant Kelly Colacino Kelly Colacino Print Name of Property Owner Print Name of Applicant Notary Public Notary Public oty hard C,Lttrai ta�A2 NoJ�l1Y. NltlY. N C, O n Vestchae uWW%dInW8stcheapp� " rmT L^Excl eS Feb.23,2D 1:ommtgs x 2%20.— (4) 6/1 f2O24 A x ry r ,J saw 21 W ci e'; of Z 01 uj .^. CD �M ` Loo OleJ. m W ' / Cu . O Y lei ool t f`vl CA law r ." f. �►i i ,,, I �► cis _y MEN Lu i� 10 ---� w�W r `� b � o `%i Alfredo DiVitto From: Steven Fews Sent: Wednesday, June 11, 2025 3:14 PM To: Alfredo DiVitto Subject: RE: 37 Tamarack front stoop Expires: Thursday, October 9, 2025 12:00 AM Yeah, looks like a repair. Let them board it up and hang the Stop Work tomorrow, Thank You. Steven E. Fews Building Inspector& Fire Inspector Office (914)939-0668 From:Alfredo DiVitto<adivitto@ryebrookny.gov> Sent:Wednesday,June 11, 2025 3:10 PM To:Steven Fews<sfews@ryebrookny.gov> Subject: FW: 37 Tamarack front stoop Thank you, Alfredo (Freddy) DiVitto Assistant Building Inspector Village of Rye Brook 938 King St. Rye Brook,N.Y. 10573 Office: 914-939-0668 From:Alfredo DiVitto<adivitto@ryebrookny.gov> Sent:Wednesday,June 11, 2025 2:02 PM To:Alfredo DiVitto<adivitto@ryebrookny.gov> Subject: 37 Tamarack front stoop • , 1 ` •,v � • 74 / ILA IF bo 31 ,. w♦ \•./ )` /� , 7 ;K � M J � f,^fir • � • i rf a Y •ate+. ,.�1�� .�+ ' 46 S .f y w, o o;t"t — AM F e1 . ti F IL 1 s - _ � 7�Y.a-✓ :�..rr'• �, t 1 .�: L �V r - r p ti f o7>'txl�Y a SL- +•�' i'►i•t ,per �a•' i '+;."+l� rti� �; ►. f�►` L r .«r" •.f1; a�t..... - •T� .... _ .t'`'�� .�.•. !'+� •y �' :', �04 �_ .,t wY�Y'-7wlF•r� W. .,•` s.. { }r- <. ,c• k.jp, S. } rpl f, •��,\r ,•\, • •°•� •'� # wd .?'• M,s �. 4rs ,. /r. \' i � �• � � ',.� •~vjt. � ..,�.kR-i. t_s1• q � � -al` �_ -,�• i•1,• fr 1a•!► •mot`.` 1 r s s� '�� ice► �! �--.'#�i �: y[ •1 - y , r t',y ,. r' { r.ti T1..Rbtt ,2 f',a.saw Y ! ,�r AQ- t t .t 1 C. f S.rt r r_ r `b �..•�' ,.,, (�•�; t r.' r r ? w.,e, 1�M�'�� ,�}�!1' L;�r� '! .j; •t r•�f c. 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Y [ f ii�i!iiiii t V � d Ntfi�i/�t�ii�i �J7�7_ f'fSR1tf�V�✓� ;� ^ �� ,SS LS� dY ♦tV ;�- N Yil�t/ � � Y,C+w , , ,C.t , ;,p p .S ; �\gyp �� � �t Y Jrr:.i{�H5 V �G.. },r.�N V 4 ♦Cyr 5F h NV ."` \. V' V i V. VSY~ ^t�v3'> \ �yru .. �� `y.'v,tN Jrr - tt'ty `. .c.ril. 5 l y1;. -fV tutta • r14 Client#: 708588 LETMEBUI1 DATE(MM/DD/YYYY) ACORD. CERTIFICATE OF LIABILITY INSURANCE 1 6/18/2025 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 any rights to the certificate holder in lieu of such endorsement(s). PRODUCER n r NAME: Andrea Nardozzi _ NAME USI Insurance Services LLC PHONE 914 459-G200 FA 610 537-4220 333 Westchester Ave, Suite 102 EMAI�o Ext: ac,No: White Plains, NY 10604 ADDRESS: andrea.nardozzi@usi.com _- 914 459 6200 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:United Specialty Insurance Company 12537 INSURED INSURER B: Let Me Build LLC 515 Brush Ave INSURER C: Bronx, NY 10465 INSURER D: 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 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. IN SR TYPE OF INSURANCE NDDLSUBRJ R WVD _ POLICY NUMBER MMIDID YYYY MFF MI POLICY LIMITS A X COMMERCIAL GENERAL LIABILITY PSS2502431 4/02/2025 04/02/2026 EACH OCCURRENCE $2,000,000 CLAIMS-MADE 4 OCCUR PREMISES Eaoccurr.nce $50 000 X BI/PD Ded:10,000 IVIED EXP(Any one person) $5 000 PERSONAL&ADV INJURY $2,000,000 GENT AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $4,000,000 POLICY 1-1JECT LOC PRODUCTS-COMP/OP AGG $4,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PeOaccid enDAMAGE $ AUTOS ONLY AUTOS ONLY UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DIED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? r N I A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below I I I E.L.DISEASE-POLICY LIMIT $ i DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101.Additional Remarks Schedule,may be attached if more space is required) The General Liability and Excess Liability policies includes an automatic Additional Insured endorsement that provides Additional Insured status to the Village of Rye Brook Building Department only when there is a written contract that requires such status, and only with regard to work performed by or on behalf of the named insured. CERTIFICATE HOLDER CANCELLATION Village of Rye Brook Building SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Department ACCORDANCE WITH THE POLICY PROVISIONS. 938 King Street Rye Brook, NY 10573 AUTHORIZED REPRESENTATIVE l�fX� J ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) 1 of 1 The ACORD name and logo are registered marks of ACORD #S49700513/M49279534 JYZZZ 4 \\ NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE r r A A A A A A 262094725 �• r LET ME BUILD LLC j 515 BRUSH AVE O i BRONX NY 10465 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER LET ME BUILD LLC VILLAGE OF RYE BROOK BUILDING 515 BRUSH AVE 938 KING STREET BRONX NY 10465 RYE BROOK NY 10573 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE X2019 488-2 544625 03/20/2025 TO 03/20/2026 6/23/2025 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2019 488-2, 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 SU NCE FUND T4 �V DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 53936364 U-26.3 COLACINO RESIDENCE D ECEOVE 37 TAMARACK RD JUN 2 3 2025 VILLAGE OF RYE BROOK RYE NY 10573 BUILDI NG DEPARTMENT ABBREVIATIONS FRONT DOOR REPAIR CONSTRUCTION CONTRACT GENERAL NOTES A.F.F. ABOVE FINISH FLOOR IN IN ACCORDANCE WITH (SIGNING THE CONSTRUCTION CONTRACT CONFIRMS THE UNDERSTANDING AND COMPLIANCE ALT ALTERNATE IN INCH TO THE REQUIREMENTS OF THESE NOES) ALUM ALUMINUM INCL INCLUDE(D)(ING) ANG ANGLE I.D. INSIDE DIAMETER 1.AS REQUIRED BY THE SPECIFICATIONS,ALL WORK SHALL BE IN COMPLIANCE WITH APPD APPROVED IM INSULATED METAL j .. APPLICABLE BUILDING CODES. APPROX.APPROXI MATE INSUL INSULATION OR INSULATED �' r ARCH ARCHITECTURAL INT INTERIOR t '' 2.VERIFY RESPONSIBILITIES FOR OBTAINING A GE'.ERAL BUILDING PERMI (OWNER SECURED AVG AVERAGE OR CONTRACTOR SECURED).THE ARCHITECT MAY ASSIST IN PROVIDING INFORMATION FOR SUBMITTING THE PERMIT APPLICATION BUT IS NOT RESPONSIBLE FOR FINALIZING OWNER BM BEAM LAM LAMINATE _ �' 4 AND CONTRACTOR DATA(LICENSE CERTIFICATES,INSURANCE CERTIFICATES,ETC)OR BRIG BEARING MFR MANUFACTURER { _ SUBMITTING PERMIT FEES.WHERE THE PERMIT PROCESS REQUIRES CERTIFICATIONS BY THE BTWN BETWEEN M.S MARBLE SADDLE ARCHI—ECT AT ANY POINT DURING THE PERMIT,CONSTRUCTION OR CERTIFICATE OF BLKG BLOCKING MATL MATERIAL OCCUPANCY PROCESS,NOTIFY ARCFjITECT IN ADVANCE DURING INITIAL PERMIT PROCESS. BD BOARD MAX MAXIMUM r CO\TRACTORS,SUB-CONTRACTORS AND/OR VENDORS SHALL SECURE ALL REQUIRED B.O. BOTTOM OF MTL METAL LICENSES,TRADE PERMITS AND INSPECTIONS. BLDG BUILDING MW. MICROWAVE • MIN MINIMUM 3.THE CONSTRUCTION AND/OR PERMIT DOCUMENTS REPRESENT A GENERAL OVERVIEW OF CAB CABINET MIR. MIRROR THE CONSTRUCTION WORK AND CONTAIN VARIOUS DETAIL DRAWINGS IN SUPPORT OF CPT CARPET MISC MISCELLANEOUS MEANS AND METHODS.THE CONSTRUCTION DOCUMENTS DO NOT REPRESENT EXHAUSTIVE CH CEILING HEIGHT • INFORMATION DEPICTING ALL ASPECTS OF GENERALLY ACCEPTED INDUSTRY STANDARDS CL CENTER LINE N/A NOT APPLICABLE AND/OR CODE REQUIREMENTS.THE CONTRACT DRAWINGS DO NO DESCRIBE ALL MEANS, CT CERAMIC TILE N.I.C. NOT IN CONTRACT �� r ,�. r ME HODS AND COMPONENTS TO COMPLETE THE CONTRACT WORK.VARIOUS ASPECTS OF C.M.T. CERAMIC MOSAIC TILE N.T.S NOT TO SCALE INSTALLATIONS AND ASSEMBLIES ARE ALSO AS REQUIRED AND DIRECTED BY EACH C.W.T CERAMIC WALL TIME MANUFACTURERS UNIQUE PRODUCTS.THESE REQUIREMENTS MAY BE PERFORMANCE C.O. CLEANOUT OC ON CENTER ESTABLISHED,CODE ESTABLISHED OR BOTH.ITEMS,ASSEMBLIES,COMPONENTS,MEANS CLR CLEAR REA OF WORK AND METHODS REQUIRED TO SUPPLY A\D INSTALL THE WORK AS REQUIRED BY THE CLO CLOSET P.T. PRESSURE TREATED CO\STRUCTIO\DOCUMENTS(DRAWINGS,SPECIFICATIONS AND CONSTRUCTION COL. COLUMN CO\TRACT)ARE CONSIDERED TO BE INCLUDED IN THE SCOPE OF CONTRACT WORK. CONST CONSTRUCTION REF. REFRIGERATOR COORD COORDINATE REQ REQUIRE(D)(ING) — 4.DISCREPANCIES,CONFLICTS OR PERCEIVED OMISSIONS FOUND IN THE CONSTRUCTION RM ROOM .A DOCUMENTS SHALL BE BROUGHT—0 THE ATTENTION OF THE ARCHITECT AND THE OWNER DEMO DEMOLITION R.O ROUGH OPENING I FOR CLARIFICATION PRIOR TO PROCEEDING WITH THE WORK.. ;i. DIA DIAMETER IIIIIIIIIIIIIIINAM7. - DIM DIMENSION SCHED SCHEDULE 5.PLUMBING SYSTEM COMPONENTS AND LAYOUT;HVAC SYSTEM COMPONENTS AND LAYOUT. DR DOOR SECT SECTION FIRE SPRINKLER SYSTEM COMPO\ENTS AND LAYOUT AND PRIMARY ELECTRICAL DBL DOUBLE S.0 D SEE CIVIL DRAWINGS COMPONENT LAYOUT AND COORDINATION ARE THE RESPONSIBILITY OF T­E CONTRACTOR DWG DRAWING S.M D SEE MECHANICAL DRAWINGS AND RELATED TRADES.FIELD ENCOUNTERED CONFLICTS SHALL BE COORDINA-ED BY SAID S.E D SEE ELECTRICAL DRAWINGS TRADES AND CONFIRMED WITH THE ARCHITECT AND OWNER. EA EACH S.S.D SEE STRUCTURAL DRAWINGS ��,� --�W E.W. EACH WAY S.L.D SEE LANDSCAPE DRAWINGS 6. DO NOT SCALE DRAWINGS.RELY ON THE NUMERICAL DIMENSION MATRIX AS PRIMARY ELEC ELECTRICAL S.F.P.D. SEE FIRE PROTECTION DRAWINGS 7 - ... DIMENSIONAL INFORMATION.WHERE QUESTIONS OCCUR DURING THE BIDDING OR E.0 ELECTRICAL CONTRACTOR S.P.D. SEE PLUMBING DRAWINGS �i CONSTRUCTIO\PROCESS,CONFIRM ALL CIRCUMSTANCES REGARDING DIMENSIONAL EL,ELEV ELEVATION SH SHELF QUESTIONS OR CONFLICTS WITH THE ARCHITECT PRIOR TO PROCEEDING WITH SCOPE EQ EQUAL SIM SIMILAR ANALYSIS OR INSTALLATION. EQUIP. EQUIPMENT S.C. SOLID CORE E.F. EXHAUST FAN SPEC SPECIFICATION i 7.TYPICALLY,DIMENSIONS ARE TO EDGE OF SLAB,FACE OF STUD,FACE OF CONCRE 1 E. (E),EXIST. EXISTING SQ SQUARE `r" CENTER OF DOOR,CENTER OF WI\DOW AND CENTER OF PLUMBING FIXTURE,UNLESS EXP EXPANSION S.F. SQUARE FOOT/FEET OTHERWISE NOTED. E.J. EXPANSION/ISOLATION JOINT S.S STAINLESS STEEL EXT EXTERIOR STL STEEL _ i 8.WHERE LOCATION OF DOORS ARE NOT DIMENSIONED THEY SHALL BE CENTERED IN THE E.I.F.S EXTERIOR INSULATION&FINISH SYSTEM STOR STORAGE WALL OR PLACED 6"FROM ADJACENT WALL. STR STRUCTURAL F.O. FACE OF 9.ALL WORK SHALL BE INSTALLED BY SKILLED TRADESMAN AND MECHANICS TRAINED AND FT FEET TEL TELEPHONE FAMILIAR WITH MEANS AND METHODS OF HEIR SPECIFIC 1 RADE.ALL TRADES SHALL HAVE rcvdcnUal audio FIGFIBERGLASS TEMP TEMPERATURE A REPRESENTATIVE ON SITE WITH A COMMAND OF THE ENGLISH LANGUAGE.ALL WORK F.R.P FIBERGLASS REINFORCED POLYESTER TK THICK SHALL BE PLUMB,LEVEL,TRUE AND SQUARE IN THE CONTEXT OF THE DESIGN. ALIGNMENT ] F.F. FINISH FLOOR TBD TO BE DETERMINED LOCA—ION PI AN OF MULTIPLE COMPONENTS SHALL BE COORDINATED AMONG TRADES. FIN FLR FINISH FLOOR T&G TONGUE&GROOVE 1"=lOO-0" ,„.;C.rr,.,,,.�Q,,,xvK.{rrn pcvw F.A.C.P FIRE ALARM CONTROL PANEL TLT TOILET F.E. FIRE EXTINGUISHER T.P.H. TOILET PAPER HOLDER 10.PRODUCT SUBSTITUTIONS SHALL BE SUBMI—'fED TWO WEEKS PRIORH COMMENCEMENT OF THE RELATED INSTALLATIO\FOR REVIEW AND APPROVAL BY OWNER NoteiThe designs and described Including all technical drawings,graphics and models lhereol,are proprietary& F.E.0 FIRE EXTINGUISHER CABINET T.O. TOP OF AND ARCHITECT.WHERE PROCUREMENT TIME FOR A PROPOSED SUBS—ITUTION IS GREATER cannot be copied.duplicated orcommercialy exploited,in FIXT FIXTURE THAN TWO WEEKS,ALLOW AN ADEQUATE PERIOD FOR REVIEW TO PREVENT DELAYS IN THE whole or in part,without express written permission of T.O.G TOP OF GRATE NEXUS Creative Arc liteclure Planning Design Theseare FL FLOOR T.O.S. TOP OF STEEL CO\STRUC-10\SEQUENCE. available for amitedrevtew&evaluation Wclients, FD FLOOR DRAIN T.O.W TOP OF WALL consultants,contractors.government agencies vendors6 FTG FOOTING 11.INSTALL ALL FIXTURES,E UIPMEN-AND MATERIAL PER MANUFACTURER'S REQUIREMENTS ollkepersonnelonNinaccordancewilhlhtsnolke. TB TOWEL BAR Q FDN FOUNDATION T TREAD AND RECOMMENDATIONS.PROVIDE ALL WARRANTY MANUALS,CERTIFICATES OR Datogssaad: FR FRAME TYP TYPICAL r LITERATURE.REGISTER PRODUCTS AS REQUIRED BY MANUFACTURER.ALL MATERIAL, 06/23/25 ISSUED FOR BUILDING PERMIT FIXTURES,COMPONENTS AND WORKMANSHIP SHALL BE WARRAN-ED FOR A MINIMUM OF GA GAUGE UL UNDERWRITER'S LAB �����T'# ONE YEAR. GALV GALVANIZED U.O.N. UNLESS OTHERWISE NOTED G.0 GENERAL CONTRACTOR / 12.ALL TRADES SHALL COORDINA L AND CONFIRM CLEARANCES FOR FLUES,VE TS,CHASES, GL GLASS V.B. VAPOR BARRIER , V.I.F. VERIFY IN FIELD ���� v SOFFITS,FIXTURES.El C..BEFORE INSTALLATION OF SAME G.B GRAB BAR G.F.C.I GROUND FAULT CIRCUIT INTERRUPTER VERT VERTICAL 13.ALL FOOTING BOTTOMS SHALL BE A MINIMUM OF 4'0"BELOW GRADE.FOOTING BOTTOMS GP.L. GYPSUM LATH VEST VESTIBULE SHALL BE ON UNDISTURBED SOIL WITH A MINIMUM BEARING CAPACITY OF 1,000 LBS PER GYP. GYPSUM V.C.T VINYL COMPOSITION TILE DAT PR 0 SQUARE FOOT,UPON FOUNDATION EXCAVATION,FOOTING BOTTOMS SHALL BE INSPECTED G.W.B GYPSUM WALL BOARD BY A LICENSED STRUCTURAL ENGINEER TO CONFIRM SOIL CONDITIONS.ROCK SHALL BE W.0 WALL OVEN SOLID AND STABLE.PIN FOOTINGS TO ROCK AS DIRECTED BY ARCHITECT IN FIELD. HDR HEADER W.H WATER HEATER FOOTING BOTTOMS,TRENCHES AND FORM-WORK SHALL BE FREE OF DEBRIS AND MOISTURE H.C. HEATING CONTRACTOR WIC WALK IN CLOSET SYMBOLS LEGEND PRIOR TO PLACING REINFORCING AND CONCRE E.WHERE SOIL OR ROCK CONDITIONS DO H.V.A.0 HEATING,VENTILATION&AIR W.W M WELDED WIRE MESH CONDITIONING W WIDTH SECTION NUMBER � �: � ,-r .•�;�����f���SP�Ok,�� NOT MEET THE ABOVE PERFORMANCE STANDARDS,REVIEW CONDITIONS WITH ARCHITEC �•�•� •' �� p �►! � w �.rr(s 3' AND OWNER IN FIELD PRIOR TO PROCEEDING WI—H WORK. COLACINO RESIDENCE H HEIGHT W/ WITH ! 1� REVISION NUMBER EL.+0`0" ELEVATION IL t HM. HOLLOW METAL W/O WITHOUT TT 14.PITCH ALL FINISH GRADE CONDITIONS AWAY FROM BUILDING PERIME—ER AND COMPLY 37 TAMARACK RD HORIZ HORIZONTAL WD WOOD Al.l SHEET NUMBER �� WITH THE INTENT OF THE SITE GRADING PLAN. RYE I NY 110 3 H.W. HOT WATER M—{ 1 I PARTITION TYPE X:12 ROOF SLOPE FIR HOUR t__I 15.FRAMING MATERIAL IN CON—ACT WITH FOUNDATION OR OTHER POTENTIAL HIGH ELEVATION NUMBER MOISTURE ENVIRONMENTS SHALL BE WOLMANIZED'PRESSURE TREATED'MATERIAL Drawing ntw: 1 1 WINDOW TYPE i INSTALLATION REQUIREME\TS MAY ALSO INCLUDE FLASHING AND OR OTHER MOISTURE COVER SHEET All SHEET NUMBER +\ / ) ADA 5 DIA.WHEELCHAIR MANAGING COMPONENTS A\D MA ERIALS. 1 TURNING RADIUS �� ���O��� 16.FIRE/SMOKE DETECTION OR ALARM DEVICES SHALL REMAIN OPERATIONAL DURING CH.X'-X" CEILING HEIGHT `,; CO\STRUC 10\.PROVIDE TEMPORARY SUPPORT FOR DEVICES. DETAIL NUMBER l DOOR NUMBER _ REQUIRE© PRIOR TO ALL ft•a: As indicated A1.1 SHEET NUMBER 101a XX X HARDWARE SET S _ FIXTURES E TO BE S% MANDATORY INSPECTIONS FIXTURES TO BE REMOVED 1 DOOR TYPE CLIMATIC&GEOGRAPHIC DESIGN CRITERIA 0 100 200 300 DRAWING NUMBER EXISTING WALL C � C FLOOR FINISH GROUND SNOW LOAD 20 !4 DDate: seal: - All 2 SHEET NUMBER WIND SPEED(MPH) 115-120 06123125 �,S�FtED hfjcy V. INTERIOR SEISMIC DESIGN CATEGORY C ELEVATION NEW CONSTRUCTION N R YMENT REQUIRED YES Project CCl[!�`fj,, o� f VIEW NUMBER 2511 I ICE SHIELD U DE LA Q ��.. •,i (HATCH PATTERN) �._ M1 I ROOM NAME 00 000 ROOM NUMBER SHEET SHEET NAME ISSUED REVISED SUBJECT TO DAMAGE FROM Drawing or. WEATHER FROST LINE DEPTH TERMITE MDIJT _ 000 ROOM NUMBER AO COVER SHEET 06/23/25 N y ADA SPECIFICATIONS 06/23/25 y 0362L& O� Al PLANS.ELEVATION AND DETAILS 06/23/25 SEVERE 42" MOD TO HEAVY Chocked sr• OF NE`Ny JT Drawing No: AO sheet 1 of 3 DIVISION 1-GENERAL CONDITIONS DIVISION 5-METALS DIVISION 9-FINISHES 11 Scone of Work:Contractor shall furnish and install all labor,materials and equipment required to complete all work 5.1 Metal Fabrications: Scone of Work:Contractor shall furnish and install all labor,material and equipment required to complete all finish work as shown on drawings and work required for a complete project.All materials and workmanship shall be of the best quality shown on plans.Finishes shall meet flame spread and smoke index requirements as perinternational Residential Code or as and shall meet all applicable codes.Drawings and specifications shall serve as general limits and minimum standards for A.MATERIALS:S: noted on drawings. scope of work.Contractors,sub-contractors and vendors shall abide by and provide for residential industry standards as well as adhering to building code requirements. 1.PeneraC For metal fabrications exposed to view in the completed Work,provide materials with smooth,flat surfaces 9.1 All Finishes: without blemishes.Do not use materials with exposed pitting,seam marks,roller marks,rolled trade names or 1.2 Code Comnliance&Building Standards:All work and materials shall conform and comply with all local codes,ordinances roughness. A.MATERIALS:Match and Align finishes with existing. and the following authorities as applicable: 2.Steel elates,shaves.&bars:ASTM A-36 or A-36M. 3.fad Provide Type 304 or 316 stainless-steel fasteners for exterior use and zinc plated fasteners with coating B.SUBMITTALS:For each product indicated,Submit manufacturer's product data,product test reports performed by 2020 Residential code of New York State complying with ASTM B633,Class Fe/Zn 5,where built into exterior walls,except as otherwise noted.Select qualified testing agency. 2020 Energy Conservation Code of New York State fasteners for type,grade,and class required.bolts and nuts:Regular hexagon head bolts,ASTM A 307,Grade A,with National Electric Code hex nuts,ASTM A-563 and flat washers.Bolts,nuts and washers shall be rated for contact to'ACQ'pressure treated C.EXECUTION:For each product indicated,comply with the manufacturer's specifications and installation instructions National Fire Underwriter Code material. 4,machine ne screws:ASME B18.6.3 1.3 Permits:The contractor is responsible for filing for any and all permits including the general permit form the local building 5.)its:ASME B18.2.1 DIVISION 10-SPECIALTIES-NOT USED department.The Owner shall pay the permit fee.Each construction trade shall be responsible for obtaining permits 6.Wood screws:Flat head,carbon steel,ASME B18.6.1 relevant to their respectable trades,as well as all required inspections,(i.e.UL-electrical permits and inspection;plumbing 7.Plate wasers:Round,carbon steel,ASME B18.22.1. permits and inspections if applicable).Final payments shall be subject to the contractor providing the Owner with a 8.Lock washers:Helical,spring type,carbon steel,ASME B18.21.1 DIVISION 11-EQUIPMENT-NOT USED Certificate of Occupancy upon completion of the job. B.SUBMITTALS:For each product indicated,submit manufacturer's product data,product test reports based on 1.4 Certificates and Insoections:The Contractor shall schedule and perform all required inspections.Contractor shall comprehensive tests performed by a qualified testing agency,environmental'green'performance/certifications and DIVISION 22-PLUMBING-NOT USED coordinate the required municipality inspections with the local code enforcement official.Contractor shall furnish Owner installation manual. with a Certificate of Occupancy from the permitting agency.Contractor shall furnish all other warrantees and documentation listed in specification before project completion and final payment. 1.Product data:for Paint products DIVISION 23-HVAC-NOT USED 2.Shon drawings:Detail fabrication and erection of each metal fabrication indicated.Include plans,elevations,sections 1.5 Certificate of Insurance:Contractors shall furnish Owner copies of insurance policies required by permitting agency and details with their connections.Show anchorage and accessory items. including workers compensation,naming Owner and Architect as certificate holders. 3.Weldine_certifit•ates:Copies of certificates for welding procedures and personnel.Certify each welder has passed the DIVISION 26-ELECTRICAL-NOT USED AWS qualification tests for welding processes involved and,if pertinent,has undergone recertification. 1.6 Licenses,General Contractor and each trade shall be licensed as required by the State of New York,Westchester County or the municipality governing the proposed work.Contractor shall furnish a copy of license certificate of all Co EXECUTION:For each product indicated,comply with the manufacturer's specifications and installation instructions DIVISION 31-EARTHWORK trades who will be working on the project to the Owner. 31.1 TERMITE AND PEST CONTROL:Upon the discovery of termites,borers,rodents and other pests,the Contractor shall 1.7 Guarantee:The General Contractor shall provide a one year guarantee for all workmanship and material from date of DIVISION 6-WOOD notify the Architect and the Owner immediately substantial completion as established by the Architect.General Contractor shall furnish all other documentation,manuals and warranties before project completion and receipt of final payment. 6.1 Rouph Carpentry: 1.8 Contract Contractor shall execute a contract with Owner using an AIA document or agreement approved by both A.MATERIA S4 parties.The Architect shall prepare the AIA contract. 1.Framing Lumber:All first floor sill plates shall be construction grade,"S.Y.P."pressure treated minimum Fb=1550 psi 1.9 Contract Set of Prints:If required by article of construction contract,the Contractor and owner shall sign a set of All other framing shall be construction grade"Doug.Fir",No.2 and better,with a minimum Fb of 1000 psi and a contract documents(drawings&specifications)which shall serve as the contract scope of work for the project maximum moisture content of 19%. Additional agreed upon items shall be written and approved by both parties and become a part of the contract 2.Water resistant sheathing;Sheathing shall be 5/8"CDX,marine grade plywood on low slope roof and under deck conditions.Sheathing shall have a panel span rating of 32/16. 1.10 Allowances: Shall be included in the contractors Scope of Work.The allowances are to be applied toward the purchase 3.Wall Sheathine:Sheathing shall be 15/32"CDX OSB(oriented strand board)or Advantech%"sheathing for walls of a pre-contract schedule of items created by the Owner,Architect and Contractor.Installation of all allowance items 'Zip System'with built in water resistive barrier.All seams must be sealed with'Zip'system tape.Panel span rating of shall included in the general contract Scope of Work. 32/16 and panel grade shall be APA rated'Sturd-I-Floor'for subfloors 1.11 Substitutions:In general,equal or better product substitutions are permitted where specific aesthetic desires or B.SUBMITTALS:submit manufacturer's product data,shop drawings,warranty requirements are not in question.Proposed alternative submittal documents shall include a side-by-side comparison to the specified product's submittal document(s). C.EXECUTION: 1.For each product indicated,comply with the manufacturer's specifications and installation instructions. DIVISION 2-EXISTING CONDITIONS: 2.Beams and girders:Three inches(3")minimum bearing over all supports.All headers and tail beams not supported by wood ledgers shall rest on metal hangers,'Simpson Strong-Tie","Teco"or pre-approved equal.Splice only over 2.1 Scone of Work:The work requires selective demolition supports.Joists shall have a minimum of 1%"bearing. 3.Provide solid post or solid studding below all beams and girders at bearing points. 4.Provide single jack studs at all openings to support headers,unless otherwise noted. DIVISION 3-CONCRETE S.Set all beams,girders and joists and rafters with natural crown up. 6.All wood plates and sills in contact with concrete shall be pressure treated,S.Y.P. 3.1 poured Concrete: 7.Face grain of plywood to be perpendicular to joists and studding,with staggered joints.Provide clips where necessary. A.tATERIALS:For basement walls,foundations,exterior walls,footings and interior floor slabs(not garage floor slab); 8.Nailing:All perimeter(exterior)walls and interior bearing walls studs,jack studs and posts,shall be toe nailed to sill, concrete shall be 4.000 psi,air-entrained(total air content,%by volume of concrete,shall be not less than 5%or more bottom and top plates with three 16 penny nails,one nail on one side and two on opposite.Double end nailing is than 7%)and batched at a central plant For garage floor slab,porches and steps exposed to weather;concrete shall be permitted to set partitions and can remain on non bearing interior walls only.All nailing shall conform to the New 4,000 psi,air-entrained and batched at a central plant.Concrete shall be steel trowel finish. York State Residential Building Code. 9.Cutting or notching of framing members in walls or walls shall be as per code.Contractor shall follow code or B.SUBMITTALS:Product data,batch tickets and test results for 28-day compression tests manufacturer's requirements for engineered lumber. C.EXECUTION: 6.2 Finish Carpentry- to furnish and install the following but not limited to: MEMO 1.No work with materials containing water shall be carried out during unreasonably cold weather A.MATERIALS: residential%tudin 2.Work may be started when temperature is 28 degrees F and rising,and shall be stopped when temperature is 34 degrees F and falling Furthermore,during such cold weather conditions the following precautions shall be taken- 1.jjorizontal siding:Patch&repair as needed.Match existing in style,color and exposure Water shall be heated and kept warm Sand shall be heated and kept warm.An anti-freeze such as"Euco"made by 2.Exterior trim:Match existing in style,color and exposure Euclid Chemical Co."Tri-Mix"by Sonnenborn,or"No Freeze"by Horn shall be added to the mixture in proportions as MI r recommended by the manufacturer.Material shall be placed as soon as possible and shall not be permitted to get too B.SUBMITTALS:For each product indicated,submit manufacturer's product data,product test reports based on Note:The designs and described herein Including all technical cold.No material containing ice or frozen parts shall be used.All footings and trenches when exposed must be comprehensive tests performed by a qualified testing agency,environmental'green'performance/certifications(FSC drawings,graphics and models thereof,are proprietary& cannot be copied duplicated or commercially exploited,In dewatered and protected from freezing. Certified,etc)and installation manual. whole or input without express written permission of 3.Work shall be protected against cold weather or frost by means of hay,straw,canvas,"salamanders"or other NEXUSle for limited review tecture van anoning by clesignients, These are approved methods.Work damaged b cold weather or frost will not be accepted. C.EXECUTION: consultants for limited renew&evaluation byceems pp g y p consultants contractors,government agencies,vendors& 4.Contraction joints shall be provided by placing plastic inserts or grooves into the fresh concrete to a depth of%the office personnel only In accordance with this notice. thickness of the slab or with saw cuts.Saw cuts shall be made the same day that the concrete is cast.Contraction 1.Work shall be accurately and neatly done,properly plumbed,squared or leveled with tight joints. joint spacing for interior concrete of 4"thickness shall be 16'-0"max on center and for interior concrete of 5" 2.Exterior hardware and all exterior nails shall be galvanized or of non ferrous rust-resistant metal.Countersink nails Issued: thickness shall be 20'- 0"max on center, and set nails in putty where face nailing is required.All nailing shall be blind wherever possible. 06/23/25-ISSUED FOR BUILDING PERMIT 5.Isolation joints shall be provided between the slab edge and the foundation wall,except as otherwise indicated. 3.No framing or finished wood shall be within 8"of finished grade or where less than 8"(or covered by grade),shall be Isolation joints shall be provided around steel column connections to footings.Isolation joints shall be provided on protected with a water proof membrane system incorporating a crushed stone drainage course and weep system. the concrete slab if it exceeds 100'-0"in any dimension. 6.Do not overwork the concrete surface to avoid crazing cracks. 7.Do not add mix water to concrete beyond the amount for proper slumps. DIVISION 7-THERMAL AND MOISTURE PROTECTION 8.Spray a curing compound on fresh concrete immediately after the final finishing operation.Ensure the coverage rate meets the manufacturer's recommendation. 7.1 Wateroroofing-Masonry Walls(Interior and Exterior): 3.2 Steel Reinforcing: A.MATERIALS:Provide a masonry waterproofer specifically formulated for interior/exterior,above and below-grade masonry surfaces.Product shall be latex-based,alkali-resistant,and capable of withstanding up to 30 PSI of hydrostatic --- _ A.MATERIALS:A36 or A307 steel reinforcing in concrete walls and footings with a minimum yield strength of 60,000 pressure.Acceptable product:DRYLOK®Original Masonry Waterproofer by United Gilsonite Laboratories(UGQ.or ---- - psi, approved equal.Color to be as selected from manufacturer's standard range. MEN "set Title. B.SUBMITTALS:Certificate identifying steel type and strength B.SUBMITTALS:Submit manufacturer's product data,SDS,and product test reports demonstrating compliance with ASTM D 7088 and ASTM D-6904.Include manufacturer's recommended surface preparation and application procedures. COLACINO RESIDENCE C EXECUTION:Bars in walls must be installed as indicated in drawings 37 TAMARACK RD C EXECUTION: RYE j NY 110573 1 Surfaces shall be clean,dry,and free of efflorescence,dirt,dust,oil,or other foreign matter. DIVISION 4-MASONRY-NOT USED 2 Apply in strict accordance with the manufacturer's written instructions,including minimum number of coats and required dry film thickness. Draw"Tille: 4.1 Concrete Block Masonry Unit(CMU): 3 All cracks and holes shall be patched with appropriate hydraulic cement or compatible patching compound prior to SPECIFICATIONS application. A MATERIALS:Provide hollow(2-core)load-bearing concrete masonry units(CMUs)conforming to ASTM C90-Grade N. 4.Do not apply when temperature of surface or air is below 50°F(10oC). Type I Units shall be normal weight unless otherwise noted,with nominal dimensions of 8"x 8"x 16"unless otherwise 5.Provide adequate ventilation during and after application. indicated Texture and color to match existing or as selected by Architect.Use manufacturer's standard units with uniform shape and dimensions. DIVISION 8-DOORS AND WINDOWS B SUBMITTALS:Submit manufacturer's product data and certification of compliance with ASTM C90.Provide test reports from a qualified testing agency confirming compressive strength,absorption,and density.Submit samples for color and 8.1 Exterior Door: texture approval,if applicable. A MATERIALS:Match existing with like kind. C.EXECUTION: 1.Install CMUs in accordance with manufacturer's instructions and ASTM C270 for mortar application. B SUBMITTALS:For each product indicated,Submit manufacturer's product data,product test reports performed by 2.Lay units level,plumb,and true to line with uniform joints. qualified testing agency. Data: goal, 3.Mortar joints shall be tooled concave and consistent in appearance unless otherwise noted. 4.Protect masonry from weather and freezing during construction. C EXECUTION„-For each product indicated,comply with the manufacturer's specifications and installation instructions 06123125 5.Clean masonry upon completion using methods and products approved by manufacturer:do not use acid-based Project No* cleaners. FV 25.11 •r 1 L DrawlriB By: V Y� JT N � � JT Drawing No: A0.1 sheN 2 01 3 /I I I II � I I II EXISTING DOOR-O BE REMOVED AND REPLACED WITH LIKE KIND NEW DOOR SILL PAN&FLASHING I I II EXISTING DOOR TO BE REMOVED INSTALL BLOCKING AS NEEDED AND REPLACED WITH LIKE KIND I I I INSTALL(2)P.T.2x6 TOP PLATES ANCHORED I I I I I W/3/8"x 6"DIAME I ER WEDGE A\CHOR, I ( I I I —SHORE EXISTING FLOOR EVERY RIGHT CAVITY(16"O.C.)AND PER RPLACEME\RI TYP. MFNR.SPECIFICATIONS MING DUNG ..J 1 XIS EXISTING STOOP _ `• ESTOOP �. .�..� � 'O REMAIN TO REMAIN iuW .ram...-------�--- '.... I w F INSTALL 6"DEEP CONCRETE BLOCK TO INFILL EXISTING SHEATHING,RIM JOIST AND DRYLOCK p OPENING,FILLED SOLID AT ALL LEFT DOUBLE BASE PLATE TO BE REMOVED WATERPROOFING TO u CAVITIES(16 O.C.) NL5 AT OUTER WALL DUE TO TERMITE BE INSTALLED PER q DAMAGE MNFR.SPECIFICATIONS, ALT:4,000 PSI POURED IN PLACE CONCRE i E EXTEND TO SIDE TO INFILL OPENING IN LIEU OF BLOCK SHORE EXISTING f LOOR FRAMING WALLS,TYP. DURING REPLACEMENT,TYP. INSTALL TERMITE SHIELD @ T.O.BLOCK INSTALL CONTINUOUS REBAR TO EXTEND EXISTING DOOR TO BE \ (3)COURSES DOWN&GROUT IN PLACE REMOVED AND REPLACED \--EXISTING BLOCK WALL TO REMAIN WITH LIKE KIND REFER TO kw 0 1 b DETAILS . ., FOR SCOPE OF WORK F7LSFCTION A-FN-RY EXIST.COND.@ S-OOP PROP.INFII I @ S-OOP DJACENT TO DOOLLi 1/4"=1'-O" 5 1 1/2"=l'-O" 7 l 1/7=To- EXISTING DOOR TO BE REMOVED AND EXISTING DOOR TO BE REMOVED AND REPLACED WITH LIKE KIND REPLACED WITH LIKE KIND EXIST- EXIST- ENTRY II ENTRY fI�NICIIUSI titUlllll iLS.1.�lL f II II I I P nu r.c�vu.44Nt nvn u�rn..ouw Note:The designs and described herein including all technical U I I jl drawings,graphics and models thereof,are proprietary& cannot be copied,duplicated or commercially exploited,in EXIST-FRONT STOOP EXIST-FRONT S—OOP whole or in part.without expr ess written permission of iI I I I NEXUS Creative Arc titeclure Planning Design These are I I I I consultants,contractors,government I DID DN available or limited review evaluation by clients, L------� _----------J L---------- J agencies.vendors I^_— t __________� office personnel onH in accordance with this notice. L--- _— =---�---J L----------- _=r J Date Issued. 06/23/25-ISSUED FOR BUILDING PERMIT i I I i I Fj IRST FI OOR PI AN FIRS-FI OOR DFMOI I-ION PI AN Project Title: COLACINO RESIDENCE 37 TAMARACK RD RYE I NY 110573 I I I Drawing Title, FXIS I.BASEME\ I E<XIS I.BASEMEN 1 PLANS,ELEVATION AND DETAILS EXIST-GARAGE I) F XIS 1.GARAGE I Scale: As indicated A� �-EXISTING BLOCK WALL TO REMAIN - EXIS-.UTILITY EXIST.UTILITY II EXIST. EXIST, SHORE EXISTING FLOOR FRAMING i_ _____________ _'i DURING REPLACEMENT,TYP. l.L.________________—- INSTALL MASONRY ANCHOR,3/8 x 6 DIAMETER 0 4 8 12 WEDGE ANCHOR,EVERY RIGHT CAVITY(16'O C.) SHORE EXISTING OVERHEAD DOOR I AND PER MFNR.SPECIFICATIO\S-SEE DETAIL SHORE EXISTI\G OVERHEAD DOOR I EXISTING SHEATHING,RIM JOIST AND Datr. final: I I DOUBLE BASE PLATE TO BE REMOVED (�cD„ HEADER DURING REPLACEMENT I HEADER DURI\G REPLACEMENT— 06123J25 .SE \ I AT OUTER WALL DUE TO TERMITE F I`.%�. INSTALL CONTINUOUS REBAR TO EXTEND(3) DAMAGE O INSTALL NEW P-.(2)JACK STUDS / REMOVE EXISTING JACK STUD AT I Project No: COURSES DOWN AT CAVITIES&GROU-IN PLACE t '�' AND(1)KING STUD A-GARAGE __________________ GARAGE OVERHEAD DOOR JAMB\ OVERHEAD DOOR:AMB I \� EVERY LEFT CAVITY(16"O.C.) SEE DETAIL 1 ---T------------r---� �', CONTRACTOR-0 CONTACT ARCHITECT --T------------ Drawing Or. l__________ f -- INSTALL 6"DEEP CONCRETE BLOCK TO FOR FIELD VISIT WHEN SHEATHING AREA I 11 I cp �r' • -� INFILL OPE\ING.FILLED SOLID -� JT '9� 0362+A O�- � � HAS BEEN REMOVED TO DETERMINE „ `� I IEIGI 11 OF S FUD REPLACEMEN 1 AS `� � Chocked ey .t r ALT:4,000 PSI POURED IN PLACE CONCRETE NECESSARY BETWEEN OVERT IEAD OF(yly� TO INFILL OPENING IN LIEU OF BLOCK GARAGE DOOR JAMB TO CORNER OF JT 1 ( STOOP 1 Drawing No: BASEMEN-PI AN BASFMFN-DEMOI.I-ION PI AN shed 3 of 3 Al 3 I IA.,=l'-0" ZLLJ 1 Ile=1'-0.' Z