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BP22-206
PERMIT C)c C;)o SECTION / %D�J ! TYPE OF WORK JOB LOCATION ZL OWNER�o17/e CONTRACTORA EST. COST V/c0 # ? TCO # 1�(P: /o a LOT _ Y & �rev nL2.7 51 /// " ve > 2ri o� ire& elogooLo >ieISLO111011?�rS C — o �JIL� FEE JV _ FEE j .`J'�b DATE FEE DATE �NcvFrTION RECORQ DATE j�� F FOOTING FOUNDATION FRAMING RGH FRAMING -- INSULATION PLUMBING RGH PLUMBING GAS SPRINKLER _,/ ELECTRIC (]� LOW —VOLT O ALARM ^/ AS BUILT LL+ FINAL 2 65(9 - 7 aSo o/Qr,ge% C9/q)393-0737 �Ja 3 -o�� �as��"dam pjj,/,b;1,5 � 1 ,GhQC/� 0-74 a.l AS-BUILTIFINAL SURVEY REQUIRED PRIOR TO FINAL INSPECTION 'eCeived � VILLAGE OF RyE BROOK WESTCHESTER COL: Y, NEW YORK No: 23-169 Certificate of Occupaucp This is to certify that L �� ('0#rX1ne AObae—/ of, �L SrC)Qk—, / V , having duly filed an application on 3 20 o23 requesting a Certificate of Occupancy for the premises known as, Pill-J, ve , Rye Brook,NY, located in a P—/c.2 7onin" District and shown on the most current Tax Map as Section: 135.50 Block: / Lot: and having fully complied with the requirements of the Building Code and the Zoning Ordinance under Building Permit No.6; "c2Q 40, issued �� 20 ,W, such authority and permission is hereby granted to the property owner to lawfully occupy or use said premises or building or part thereof listed under the following 0 a /New York State Classifications,Use: e / Construction: for the following purposes: 0Y Q�/ Subject to all the privileges, requirements, limitations, and conditions prescribed by law, and subject also to the following: Z-491? &6zl-d 07P This certificate does not in any way relieve the owners or any person or persons in possession or control of the premises. building,or any part thereof from obtaining such other permits or licenses as may be prescribed by law for the uses or purposes for which the building or premises is designed or intended. Furthermore, it does not relieve such owners or persons from complying with any lawful order issued with the object of maintaining the premises or building in a safe and lawful condition. No changes or rearrangement in the structural parts of the building or in the exit facilities shall"de, and no enlargement, whether by extending on any side or by increasing in height shall de,nor shall the b ' ing be moved from one location to another until a permit to accomplish such change has b n fined m the ui ' Inspector. Building Inspector,Village of Rye Brook: Date: NOV — 6 2023 RECEIVED VILLAGE OF RYE BROOK SEP - 7 2022 ZONING BOARD OF APPEALS VILLAGE CLERK'S OFFICE RESOLUTION WHEREAS, an application has been made to the Zoning Board by Daniel Debari & Catherine Debari (the "Applicants") for (1) a rear yard setback variance of 3.9 feet where the minimum required rear yard setback is 26 feet as granted by the Zoning Board of Appeals on May 18, 1998, and (2) a gross floor variance of 1,029 square feet where the maximum allowable gross floor area is 2,975 square feet pursuant to Village Code § 250-21.E,in connection with the proposed one story addition,and creation of new laundry room,legalization of rear yard setback, and legalization of gross floor area, on the property located at 11 Elm Hill Drive,in an R-12 zoning district on the east side of Elm Hill Drive, approximately 80 feet from the intersection of Hills Point Lane and Elm Hill Drive. Said premises being known and designated on the tax map of the Village of Rye Brook as Parcel ID#135.50-1-46; and WHEREAS, the minimum required rear yard setback is 26 feet as granted by the Zoning Board of Appeals on May 18, 1998,under application #98-223 for a garage addition;and WHEREAS, the current property survey indicates that the 1998 garage addition was constructed only 22.1 feet from the rear property line and not 26 as granted by the Zoning Board of Appeals; and WHEREAS, the current proposed laundry room addition will result in a rear yard setback of 24.9 feet; and WHEREAS, a rear yard setback of 3.9 feet is required to legalize the 1998 garage addition,and permit the proposed laundry room addition; and WHEREAS, the existing non-conforming gross floor area is 3,987 square feet and the proposed addition will result in a gross floor area of 4,004 square feet; and WHEREAS, the Applicants are required to obtain a variance from the maximum required gross floor area permitted under the current Village Code; and WHEREAS, a duly advertised public hearing was held on September 6, 2022 at which time all those wishing to be heard were given such opportunity; and WHEREAS, the public hearing was closed on September 6, 2022; and WHEREAS, the proposed action is a Type II action pursuant to the New York State Environmental Quality Review Act and accordingly, no further environmental review is required;and WHEREAS, the Board, from the application, after viewing the premises and neighborhood concerned, and upon considering each of the factors set forth at Section 250-13(G)(b)[2][a]-[e] of the Rye Brook Code, finds: 1) The variances WILL NOT create an adverse impact to the character of the neighborhood; 2) The benefit the Applicants seek CANNOT be achieved through another method, feasible for the Applicants to pursue, that does not require the variances; 3) The variances ARE substantial because the Board has to revert to the required gross floor area number; 4) The variances WILL NOT create any adverse impacts to the physical or environmental conditions of the neighborhood;and 5) The need for the variances IS self-created. NOW,THEREFORE, BE IT RESOLVED, that said application for (1) a rear yard setback variance of 3.9 feet where the minimum required rear yard setback is 26 feet as granted by the ZBA on May 18, 1998;and (2) a gross floor area variance of 1,029 square feet where the maximum allowable gross floor area is 2,975 square feet pursuant to Village Code § 250-21.E, in connection with the proposed one story addition, and creation of new laundry room, legalization of rear yard setback, and legalization of gross floor area, on property located at 11 Elm Hill Drive is hereby GRANTED on the following conditions: 1) No permit or certificate of occupancy shall be issued until the Applicants have paid in full all application and consultant fees incurred by the Village in connection with the review of this application. Dated: September 6, 2022 Don Moscato Mr. Don Moscato, Chairman Mr. Moscato called the roll: Steven Berger Voting: Aye Glenn Brettschneider Voting: Aye Jamie Schutzer Voting: Excused Joel Simon Voting: Aye Don Moscato Voting: Aye 4 Ayes 0 Nays 1 Excused D For office use only: BUILD DEPARTMENT ��.' PERMIT# BP22-206 VIL k OF RYE BAOOK SEP 1 3 2023 �,� ISSUED: /c�.--�s--3a 38 KING STRE 1 YE BROOK,*W, YORK 10573 DATE: 9—/.3—a3 VILLAGE OF RYE BROOK � 9 -06 FEE: A( Z R`j— PAID BUILDING DEPARTMENT w 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 ii}4#444ittliiii}i#4##lttiitt4t4tttttiiit4#44##■itii tttiitt####44ttitttititil4i#4ttitt}tt###44tititit##l44t44litit1tt44##4■#■ Address: 11 Elm Hill 0914ye Brook, NY 10573 Occupancy/Use: Residential Parcel ID#: /3_1�1 -IND 47 cD Zone: / c�- Owner: Catherine Debari Address: 11 Elm Hill Lane, Rye Brook, NY 10573 P.E./R.A. or Contractor: Benessere Builders Address: 13 Justine Court, Briarcliff Manor, NY 10510 Person in responsible charge: Robert Colangelo Address: 13 Justine Court, Briarcliff Manor, NY 10510 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: Catherine Debari being duly swom,deposes and says that he/she resides at 11 ELm Hill 4)RJV-5 (Print Name of Applicant) (No.and Street) in Rye Brook ,in the County of Westchester in the State of NY 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:$ $30,000 for the construction or alteration of: Laundry Room 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 ,a Sworn to before me this day �2����— , 20 day of , 20 Signature o Owner Signature of Applicant P'nt ame of Property Owner Print Name of Applicant a. Notary P lic Notary Public SHARI MEULLO Notary Public,State of New York 8/12/2021 No.01ME616@O63 Qualified In Westchester County Commission Expires January 29.20— �E BR(��. O� 2m 1982 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 : ` l \) I � ")r ` Y DATE: ` `t` PERMIT# ISSUED: \,--A41-A SECT: BLOCK: LOT: LOCATION: a LV)Ori OCCUPANCY: i y THE WORK IS... rPASSED El FAILED REINSPECTION ❑ Violation Noted LT ❑ SITE INSPECTION REQUIRED ❑ FOOTING ❑ FOOTING DRAINAGE V ` ❑ 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 ❑ OTHER Q=�E Bk cu � t7 -c �9b2• BUILDING DEPARTMENT ❑tZILDING 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 : 1 vV)L O\ ` VP]ATE: PERMIT# �� c 2 ISSUED: O' JEC BLOCK: LOT: LOCATION: ' `N( U4 OCCUPANCY: L— J ❑ Violation Noted THE WORK IS... PASSED ❑ FAILED REINSPECTION ❑ SITE INSPECTION REQUIRED ❑ FOOTING \l ❑ FOOTING DRAINAGE ❑ FOUNDATION 0YNDERGROUND PLUMBING NOTES ON INSPECTION: ROUGH PLUMBING ❑ ROUGH FRAMING ❑ INSULATION ❑ Natural Gas ❑ L.P. Gas ❑ FUEL TANK ❑ FIRE SPRINKLER ❑ FINAL PLUMBING ❑ CROSS CONNECTION ❑ FINAL ❑ OTHER �Q < /'• 1982 BUILDING DEPARTMENT UILDINGINSPECTOR ❑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: ` `► DATE: !Z �f PERMIT# I�' ISSUED: l v SECT:' BLOCK: ! LOT:t LOCATION: ! J � cjo� CA--Q)�- �- k OCCUPANCY: ❑ Violation Noted THE WORK IS... PASSED ❑ FAILED REINSPECTION ❑ SITE INSPECTION REQUIRED FOOTING FOOTING DRAINAGE U 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 ❑ OTHER 1 : s ■ e N q N ^. a a 0.0 _ a _ O ■ a, w W CAB, & M. a w e : Ln o ti e°�o cCd e _ Lna b° m I 7 MJ 1�1 � \ Y�•1 O A o q y O o O o CC, a O 0 M o � � F'' v 'G w x Q on N H d14 .Qco o ° W W ~' M O z o w r o � ' (� U w z A U A � � pig 001� u O W Q w Ey © o y „ W cJ z 7ti C r rn W x w �y d� L" C .4Q 0 tC �60 N O ( h rl VJ w - r, � O V 00 a w GA �ay .� o oU Ulu WCIN H pq cn I� o �' a w W W W o wm zZw o o � b 4-4 + o � b � • M�1 O U z o °C a b rl7 0.i Cc �o a - uLU taq , Qx a x w H F o ° v v � v ' Q4.4 lu o � - W o o U y x -.. W W w O > y �-45 � LL � Z W C7 04 a � as o w ma � �; av 11 t',�'n BUILJET G DEPARTMENT D V1L OF RYF. LOK 938 KING RvE BROOK,NY 10573 JUN 17 2022 o r VILLAGE OF RYE BROOK BUILDING DEPARTMENT FOR OFFICE USE ONLY: ��� l �/� Approval Date: S�� emit#ICJ/ � Application ��� Approval Signature: : ARCHITECTURAL REVIEW BOARD: Disapproved: = Date: BOT Approval Date: Case# Chairman: PB Approval Date: Case# Secretary: ZBA Approval Date: Q w I Z Z Case# Other: Application Fee: Permit Fees: �,�iJ 11JUC EXTERIOR BUILDING PERMIT APPLICATION Application dated: 6.09.22 is hereby made to the Building Inspectorof the Village of Rye Brook.NY,for the issuance of a Permit forthe construction of buildings,structures,additions,alterations or for a change in use,as per detailed statement described below. 1. JobAddress: 11 Elm Hill Dr 2. ParcellD#: 135.50-1-46 Zone: R-12 3. Proposed Improvement(Describe in detail): New one-story addition under existing covered porch roof-new Laundry Closet. LS_4.&t—k ZE C, AA-L AL.1r Got t;ro-a c.Te-' I N t S 4. Property Owner: Dan and Catherine Debari Address: 11 Etrn Hill Dr Phone# Cell# 646-552-7050 e-mail kikistones(a)-gmail.corn List All Other Properties Owned in Rye Brook. Applicant: Evan Sakofsk Address: 11 Berkley Ln Rye Brook NY Phone# Cell# 516-314-1385 e-mail evan.sakofsky@gmail.com Architect: Evan Sakofsky Architect Address: same as above Phone# Cell # e-mail Engineer: Address: Phone# Cell# ,r1 11 e-mail General Contractor: Benessere Builders�- fC��/-� CcD/Qn9?I0 Address: 13 Justine Ct Briarcliff Manor, NY Phone# Cell# 914-393-0737 e-nrtil bobbyc100@a hotrnail.com (I? 8/12/2021 5. Occupancy;(1-Fam.,2-Fam.,Commercial.,etc...)Pre-construction: 1-Fam Post-construction: 1-Fam 6. Area of lot: Square feet: 12,847 sf Acres: 7. Dimensions from proposed building or structure to lot lines: front yard: NIA rear yard: 24.6' right side yard: 27.1' left side yard: NIA other: 8. If building is located on a corner lot,which street does it front on: Elm Hill Dr(refer to Site Plan) 9. Area of proposed building in square feet: Basement: I"fl: 2nd fl: 3 d fl: 10. Total Square Footage of the proposed new construction: 11. For additions,total square footage added: Basement: is,fl: 26 sf 2"d fl: 31d fl: 12. Total Square Footage of the proposed renovation to the existing structure: 13. N.Y. State Construction Classification: V-B N.Y.State Use Classification: R-3 14. Number of stories: 2(existing) Overall Height: Median Height: 15. Basement to be full,or partial: , finished or unfinished: 16. What material is the exterior finish: cedar shingles(match existing) 17. Roof style;peaked,hip,mansard,shed,etc: shed (existing) Roofing material: asphalt 18. What system of heating: 19. If private sewage disposal is necessary,approval by the Westchester County Health Department must be submitted with this application. 20. 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 I Hood,etc...) Yes: No: X (ifyes,applicant must submit a separate Automatic Fire.Suppression.System Permit application&2 sets of detailed engineered plans) 21. 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: 22. 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) 23. 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) 24, 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) 25. 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 of the flood plane must be properly depicted on the survev&site plan) 26. 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) 27. Does the proposed project involve a Home-Occupation as per§250-38 of Village Code? Yes: No: X Indicate: TIER 1: TIER If: TIER III: (if yes,a Home Occupation Permit Application is required) 28. List all zoning variances granted or denied for the subject property: 29. What is the total estimated cost of construction: S -„�1t CCDO Note:The estimated cost shall include all site improvements, labor,material,scaffolding,fis�quipment,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. 30. Estimated date of completion: Summer 2022 (2) 8/12/2021 BUILDING DEPARTMENT VILLAGL OF RYE BROOK 938 KING STRct:r RYr,BROOK,NY 10573 (914)939-0668 RESIDENTIAL LOT AREA COVERAGE Address: 11 Elm Hill Dr Section: 135.50 Block: 1 Lot: 46 PERMITTED COVERAGE RATIOS IN RESIDENTIAL DISTRICTS (Local Law 3-88) YOUR ZONE AREA IN MAIN ACCESS. DECK ZONE DISTRICT SO. FEET BLDG. BLDG. MAX. CHECK MAX. R-35 35,000 14% 4% 5% R-25 25,000 14% 3.5% 4% R-20 20,000 14% 3.5% 4% R-15 15,000 16% 3.5% 4% R-15A 15,000 12% 3.5% 4% X R-12 12,500 17% 4% 4% R-10 10,000 20% 4.5% 3.5% R-7 7,500 23% 4.5% 3.5% R-5 5,000 30% 5% 3.5% R-2F 5,000 30% 5% 3.5% Existing: Proposed: 1. AREA OF LOT 12,847 Sq. Ft. NO CHANGE Sq. Ft. 2. AREA OF HOUSE a. Coverage of Main Building (Including Attached Garage or Accessory Building) 2,073 Sq. Ft. 2,099 Sq. Ft. b. Area of 151 Floor Divided By Area of Lot x 100 16.1 % 16.3 % 3. AREA OF ACCESSORY BUILDING (Includes Detached Garages, Tool Shed, Playhouses) Sq. Ft. NIA Sq. Ft. a. Coverage of Accessory Building Area of Accessory Building Divided By Area of Lot x 100 % NIA % 4. AREA OF DECK Sq. Ft. NIA Sq. Ft. a. Coverage of Deck Area of Deck Divided By Area of Lot x 100 % NIA % i attest to the best of my knowledge and belief,the above information is correct. Architect's i ature l;y 8n,i202 i BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914) 939-0668 IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS Address: 11 Elm Hill Dr Section: 135.50 Block: 1 Lot: 46 Zone: R-12 IMPERVIOUS SURFACES (Definition): All buildings, as defined herein, and all areas on the ground or elevated above the ground which are comprised of materials through which water cannot readily flow, including, but not limited to asphalt, concrete, masonry, wood, gravel and clay, and which consist of elements including, but not limited to, court yards,sports courts,swimming pools,patios, sidewalks, ramps, terraces and driveways. TOTAL MAXIMUM PERMITTED MAX. PERMITTED COVERAGE Zoning IMPERVIOUS LOT AREA BY IMPERVIOUS SURFACES District COVERAGE IN FRONT (sq.ft.) For Base Lot For Lot Area YARD(%) Area(sq.ft.)* Over Base R-35 15 Lot Area %) R-25 20 0 to 4,000 0 55 R-20 30 4,001 to 6,000 2,200 35 6,001 to 12,000 2,900 27 R-15 35 12,001 to 16,000 4,520 26 R-15 A 35 16,001 to 20,000 5,560 25 R-12 40 20,001 to 30,000 6,560 24 30,001 to 40,000 8,960 23 R-10 45 40,001 &larger 11,260 22 R-7 40 R-5 30 *"Base Lot Area"is the minimum end of the lot size R2-F 30 range in the"Lot Area"column Area of lot: 12,847 sq.ft. Existing Allowed Proposed Total impervious coverage = 4,485 S .ft. 4,740 S . ft. 4,485 S .ft. Front impervious coverage = % % NO WORK % I attest to the best of knowledge and belief,the above information is correct. Architect's Signature (4) 8/12/2021 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYt: BROOK,NY 10573 (914)939-0668 BULK REGULATIONS IN RESIDENTIAL DISTRICTS Address: 11 Elm Hill Dr Section: 135.50 Block: 1 Lot: 46 MAXIMUM GROSS FLOOR AREA USE FORMULA: Maximum Gross Floor Area = 4,000 + [ (Lot Area —21,780) x 0.11478421 ]: a. Allowed = 2,975 Sq. Feet b. Existing = 3,978 Sq. Feet c. Proposed - 4,004 Sq. Feet Z3,�', - HEIGHT/SETBACK RATIOS FOR RESIDENTIAL DISTRIC DEFINITION: A standard designed to regulate the height of a building in relation to the average grade of the corresponding portion of the lot line from which it is set back. The ratio modifies the maximum permitted Height of Building by forming an inclined plane beginning at the average grade along the portion of the lot line from which the setback is measured and rising toward the building at the specified ratio above which no part of any building, other than minor architectural features such as chimneys, skylights and dormer windows not covering more than 10%of the entire roof area, shall be permitted to extend. Height and Setback shall be calculated using the formula; Height I Setback= X, where X is the required side or front yard ratio for the zoning district in which a property is located as specified in Article Vlll of Chapter 250. A complete elevation view for the proposed improvement must be included on the drawings. FILL IN YOUR RATIOS: ZONE EX/S77N6 PROPOSED REWIRED FRONT: FRONT: FRONT: .44 RL35 SIDE: SIDE: SIDE: 1.20 FRONT: FRONT: FRONT: .48 Al25 SIDE: SIDE: SIDE: 1.30 FRONT: FRONT: FRONT: .60 RL20 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .60 ALIS SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 R 15A SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: •69 Existing roof to remain JF f2 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 /R-10 SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .96 J?7 SIDE: SIDE: SIDE: 3.00 FRONT: FRONT: FRONT: 1.20 Ar-5 SIDE: SIDE: SIDE: 4.00 FRONT: FRONT: FRONT: 1.20 /R2F SIDE: SIDE: SIDE: 4.00 1 atte to the best of knowledge and belief, the above information is correct. chitecYs Sig a �j Isl 8/12/2021 BUILD NG DEPARTMENT � — W E I E O F RY E OOK JINN 17 2022 938 KING ET RvE BRo ,NY 10573 `� 4 -0668> -- {, VILLAGE OF RYE BROOK 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: / X, , W_ X 'PEe!A4 ( , residing at, 11 Elm Hill Dr, Rye Brook, NY {Print nanicl I r you li%CI 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; 11 Elm HIM Dr Rye Brook,NY. (,loll,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. rSL ro0__)q6_ (Signalme(iI Properly Owner(s)) 1 Prim Name of Proper% ONxner(s)1 Sworn to before me this t da ofV1nt , '0__? N. (Nolan Pub icl SHARI MELILLO Notary Public,state of New Yofk No-01MEM0063 Qualified In Westchestef County commission Expires January 29,20 0 (6) 8/12/2021 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: Evan Sakofsky , 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 Architect for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attornev,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 V1 Sworn to before me this 10 day of VN-� , 202� day of �ur� 20 Signature of Property Owner Signature of li can t �b F Evan Sakofsky tint Name of Property Owner � Print Name of Applicant � � l Notary Public Notary Public SHARI MELILLO Notary Public,State of New York No.OIME6160063 Qualified In Westchester County commission Expires January 29,202-3 NIKITA SINGHAL Notary Public Connecticut My Commission Expires Apr 30, 2024 (R) 8/1212021 00 en ~ N N W o � � ` O' as W LO ONLei ~ y z 8 co r �+ � Lin a ° A �G V O O C Z p o Z x O �..� A N •w.7 N Mai N Yntn C W WCA Iz, A 00 H A s o O o Z z cn z ° z h v p4 F 0 •• w '< od V • 2 � Z w p, W - , 00 W ., 0.0rn .� F~ GN V 0 A � 5 e A o w v "' c7 c p z cn a o a d Ln U Hg w z a w , x z w z aw. z w a ° o� z � w z � Y Y �, E a-71 BUILDING DEPARTMENT JUN 15 2023 VILLAGE OF RYE BROOK 938 KING STREET RYE BROO.IC,NY 10573 VILLAGE OF RYE BROOK (914)939-0668 1 BUILDING DEPARTMENT ww gi ftwk.org ELECTRICAL PERMIT APPLICATION Westchester County Master Electricians License Required }� FOR OFFICE USE ONLY _ Q EP#: Approval Date: JUN 1(�A6 Permit Fee: $ Approval Signature: Y Other: Application dated, (V—45 c�3 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. �f 1.Address: I/ C'4 i• 1 )4l 1 l U l 1�� �; SBL: /� '�/. �d ��' / Zone:k�C 2.Property Owner: d,/6L I t�fi)AOC;i Jf �C-�,91 Address: I ��/f) J iJ/ /9s'; Je- Phone#: Cell#: 2email: 3.Master Electrician: (lAij 10 UP�fiK U Address: 2D J W A)eS Lic.#:2 Y 7 Phone#: Cell#: �I y /p 06-OZ99 emaiill: C VA �A<A)PSC�') r Company Name: e Ilse` `V L l�2 C�iQ,L Zn�L , Address: 2(2_3 136g J2 S 4.Proposed Electrical Work/Fixture Count: 2 5.31 Party Electrical Inspection Agency: 5 L i� S ********************************************************************************************************* STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: 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 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.) 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 S rn to before me this day of ,20 a __T ,20 �jf Signature of Property Owner attire p cant C)1Adr V,? Print Name of Property Owner ame of Applicant )" /)�714 Notary Public No Public GREGORY K RNERA Newry Public,State of New York No.DIR16441398 Quafftd In Westchester County t,6/23/2022 Commisalon Expires September 26,2 STATEWIDE INSPECTION SERVICES, INC. Service With bacgrity lit Main Street,Fishkill, NY 12524 1 email:office@swisny.com SWIS JOBAPPLICATION tel845.202.7224 • • • 1• • • • Office Use Elect.Permit# /� ` ��%�� Date Bldg Permit#� Q' Utility ID# Final Certificate# City/Village Zip %� J 7 J Township County + J Address// All w / Cross Street Section Block Lot Owner Name/Address(if different than above) Contact Number ❑Basement C�tst Fl. ❑2nd FI. ❑3rd FI. ❑More Than 3 FI. ❑Garage ❑Attic ❑Outside Residential ❑Commercial Receptacles Special Recept GFCI AFCI Switches Dimmers Smoke Alarms Carbon Monox Hood Trash Compact Amt Amps Range(s) Cooktop(s) Oven(s) Dishwashers Refrigerator Disposal Microwave Warm Draw Incandescent Fluorescent SERVICE Amperage Voltage 1 P 3P #Meters #Disconnect ❑Underground ❑New ❑Reconnect ❑Overhead ❑Change ❑Visual Re-Inspection ❑ Safety Re-Inspection ❑ Re-Inspection Additional Information vv � ID EJU, 15 2023 VILLAGE OF RYE BROOK BUILDING DEPARTMENT 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 any time of Inspection additional items hew 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 applicadons for the above address with any other Inspection company The applicant,owner or autionized agent agrees to all the above terms and conditions as set forth for the application. Inspector Date Finalized Inspector# Company Name �r ; l - - Date Signature - �� > _� Signature Address ? �; City/State (' Zip Code r License# Phone# /,Y R LE C IE �c 1 IE 1 State Wide Inspection Services cun" —� ' 1080 Main Street Fishkill, NY 12524 a� LAUG 7 2023 845 202-7224 Phone 914-219-1062 Fax STATE WIDE INSPECTION SERVICES VILLAGE OF RYE BROOK Email: office@swisny.com Service With Integrity BUILDING DEPARTMENT- Website: www.swisny.com BY THIS CERTIFICATE OF COMPLIANCE STATE WIDE INSPECTION SERVICES CERTIFIES THAT: Upon the application of: Upon Premises Owned by: Velardo Electric Inc. Debari Residence Claudio Velardo 11 Elm Hill Drive 203 Barnes Street Rye Brook, NY 10573 Ossining, NY 10562 Located at: it Elm Hill Drive, Rye Brook, NY 10573 Section: Block: Lot: Electrical Permit Number: EP23-138 Certificate Number: 2023-4831 Building Permit Number: BP22-206 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: 11 Elm Hill Drive, Rye Brook, NY 10573 The First Floor laundry Room 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 2nd day of August 2023. Name Quantitv Rating Circuit Type Laundry Room Dryer 01 30AMP Waser Receptacle 01 Counter Receptacle 01 Light Fixtures 03 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. N � C \ PLO H Rr °O a ... In Wuj �_ O si W z W �7 � v In R. ■ N �j rn 2 M O �.■y x .� x $ Ln xa d O W >4 � olgz z zoo wg 00 o p z A N Ln cn p � cn y, �t c7 � w z ►-a � A PO.0 pU4 00z q w o wg V zH � z occe cr z A V w w W 1� u CA Ln tii ►ay U A oG �k � U g � v W o � .--+ z z o o I, BUILDING DEPARTMENT CENEDD VILLAGE OF RYE BROOK JUN 12 2023 938 KING STREET RYE BRooic,NY 10573 (914)939-0668 VILLAGE OF RYE BROOK wwwxychraok orl? BUILDING DEPARTMENT PLUMBING PERMIT APPLICATION FOR OFFICE USE ONLY BP#: Od PP#: 3-0(oc-4- Approval Date: Permit Fee: $ Approval Signature: Other: Disapproved: (fees are non-refundable) ************************************************************************************************** Application dated, is hereby made to the Building Inspector of the Village of Rye Brook NY, for the issuance of a Permit to install and/o err move Plumbing as per detailed statement described below.The applicant&property owner,by signing this document agree that said plumbing work will be in conformance with all applicable Federal,State,County and Local Codes. �J 1.Address: / y �� � /�/✓� SBL: /3S,5 -I--qL Zone:iC-14 2.Proposed Work: /�, hi/1 L43C ►� dYN- - 3.Property Owner: I Address: Phone#: Cell#: email: 4.Master Plumber: Address: () 90'x 4 V1/tyv 1/i'S w Lic.#: 1 173 Phone#: 11- Cell#: I ) email: o — i i Company Name: /Z' �; e �, N Address: -KD INDICATE FIXTURES&LINES TO BE INSTALLED AS PER THE FOLLOWING SCHEDULE: Location Water Urinals Drinking Sinks Showers Bath Laundry Domestic Fire Sanitary Natural/ Other* Total Closets Fountains Tubs Tubs Service Service Sewer LP Gas Basement I st Floor 2nd Floor 31 Floor 41 Floor 51 Floor Exterior 5.*List Other Equipment/Provide Details: (Notarized Signatures Required Next 2 Pages) 3/3/2023 STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: 1'Gw' �&Ili C CC. �e ,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 Master Plumber for the legal owner and is duly authorized to make and file this application. 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 9 Sworn to before me this a day of \ .20 �� day of Z-kq\e ,20 MIA -Z--7- Signature of Property Owner Signature of App cant C + �Al F bfS*+rt l 2IJ w ar-ct c,4 P ' t Name of Property Owner Print Name of Applicant J No PUUGHARI MELILLO Notary Public votary Public,State of New York No.01ME6160063 SHARI MELILLO Quaalitied in Westchester county,Z7 Notary Public,State of New York .missicn Expires January 29,20_ No.OIME6160063 Qualified in Westchester County This application must be properly completed in its entirety and rtf�9t 1 6aN1<asnaut�i�lt>al 24We(s) of the legal owner(s) of the subject property, and the applicant of record in the spaces provided. Applications ' not properly completed in its entirety and/or not properly signed shall be deemed null and void and will be returned to the applicant. -2- 3/3/2023 ' BUILDING DEPARTMENT � D ��NI L, VILLAGE OF RYE BROOK 938 KING STREET RYE BRQOx,NY 1057 J EUNE23 J 39-0668 ookorg VILLAGE O'F RYE BROOK BUILDING Dt_PARTMENT 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: 31, CAT}IEI INC b6tMU , residing at, 11 a4h 14ILL tic,, rKYEr &QVf, (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; I 1 ELM FE ILL l Wi vE , R-`1 E B"oK., tN y /OS- 73 , Rye Brook,NY. (Job 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. (Signature of PhMmrfy Owner(s)) CA-tNMWE= -CCU-k I (Print Name of Property Owner(s)) Sworn to before me this day of &_�-' , 20 (Notary bhc) SHARI MELILLO Notary Public,State of New York No,OIME6160063 Qualified In Westchester County, j 'ommission Expires January 29,20. ( -3- 8/12/2021 y 4Vt* Cann ew axe VILLAGE OF RYE BROOK MAYOR 938 King Street,Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A.Klein (914)939-0668 Christopher J.Bradbury wwwayebrook&M TRUSTEES BUILDING&FIRE INSPECTOR Susan R.Epstein Michael J.Izzo Stephanie J.Fischer David 1%1.Heiser Salvatore W.\forlino NOTICE OF HEARING ON APPLICATION .notice is hereby given that the undersigned has filed an application to appear before the Zoning Board of Appeals of the Village of Rye Brook. Application # 22-024 Applicant: Daniel Debari&Catherine Debari 11 Elm Hill Drive Rye Brook,New York 10573 Applicant Proposes to: Construct a one-story addition. At the premises known as 11 Elm Hill Drive in the Village of Rve Brook,New York,situated on the east side of Elm Hill Drive,approximately 80 feet from the intersection of Hills Point Lane and Elm Hill Drive, designated and shown on the most current tax map as Parcel ID# 135.50-1-46, the applicant does hereby request a variance(s) from the following applicable section(s) of the Zoning Ordinance: 5250-21.G.3. The minimum required rear yard setback is 26 feet as granted by the ZBA on May 18, 1998, under application #98-223 for a garage addition. The current proposed laundry room addition will result in a rear yard setback of 24.9 feet. The current property survey indicates that the 1998 garage addition was constructed only 22.1 feet from the rear property line and not 26 feet as granted by the ZBA. Therefore, a rear yard setback variance of 3.9 feet is requested to legalize the 1998 garage addition, and facilitate the current proposed laundry roam addition. $250-21.E. The maximum allowable gross floor area is 2,975 square feet. The existing non-conforming gross floor area is 3,987 square feet. The proposed addition will result in a gross floor area of 4,004 square feet. Therefore, a gross floor area variance of 1,029 square feet is requested. ANNOUNCEMENT: In accordance with the Governor's Executive Order 11.9,the September 6,2022,at 8 o'clock p.m.,Zoning Board of Appeals meeting will be held virtually through the Zoom platform,and a transcript will be provided at a later date.The public will have an opportunity to see and hear the meeting live and provide comments. i INSTRUCTIONS TO ACCESS THE VIRTUAL MEETING: If you have a computer,tablet or smartphone,you can register,log in and see the video and hear the audio of the live session.You can access the Zoom meeting at fps://us02web.zoom.us/i/86448333513 and clicking on"Join a Meeting"and enter Meeting ID:864 4833 3513(no password required).You can also call in to the ZOOM meeting at +1 (929)205-60",when prompted,enter 864 4833 3513#. Plans and other materials associated with the proposed application may be reviewed and downloaded via the Public Meetings&Video link from the Rye Brook website homepage and are available for review at the Building Department. Dated: C���� OZL Christopher J. tradbury,614e Clerk 2 �yE BRn � w O �4ua la��� ✓ t �jJJV 198 VILLAGE OF RYE BROOK MAYOR 938 King Street,Rye Brook,N.Y. 10573 ADMINISTRATOR Jason A.Klein (914)939-0668 Christopher J.Bradbury xv1;-%v.ryebrook.or TRUSTEES BUILDING&FIRE INSPECTOR Susan R.Epstein Michael J.Izzo Stephanie J.Fischer David M.Heiser Salvatore W.Morhno NOTICE OF DISAPPROVAL Application # 22-024 August 2, 2022 Daniel Debari&Catherine Debari 11 Elm Hill Drive Rye Brook,New York 10573 PLEASE TAKE NOTICE that your application for building permit dated,June 17, 2022, for the premises located at 11 Elm Hill Drive, Parcel ID# 135.50-1-46, has been disapproved because of non-compliance with the following section(s) of the Code of the Village of Rye Brook: §250-21.G.3. The minimum required rear yard setback is 26 feet as granted by the ZBA on May 18, 1998, under application #98-223 for a garage addition. The current proposed laundry room addition will result in a rear yard setback of 24.9 feet. The current property survey indicates that the 1998 garage addition was constructed only 22.1 feet from the rear property line and not 26 feet as granted by the ZBA. §250-21.E. The maximum allowable Gross Floor Area (GFA) is 2,975 sq. ft. The existing non-conforming GFA is 3,987 sq. ft. The proposed addition will result in a GFA of 4,004 sq. ft. Please revise your plans to fully comply with the applicable section(s)of Village Code,or an appeal to this decision may be brought before the Village Zoning Board of Appeals (ZBA) in accordance with §250-13 and §250-40 of the Code of the Village of Rye Brook. Applications to appear before the ZBA are available at the Building Department or online at www.ryebrogk.org. Sincerely, Michael J. Izzo Building&Fire Inspector mizzo&ryebrT ook.org L� r � � i BUILDING M TMENT D VILLAGE OF RY��OK ► � I 9,38 KING STREET LAUG ' �+ 2022 `-� ROOK,NY 1053 VILLAGE OF RYE BROOK BUILDING DEPARTMENT �ii_�olf�org �— APPLICATION TO THE ZONING BOARD OF APPEALS Application Fee: $350.00 ( aid . Escrow Fee: $1,000.00 (paid Date: Subject Property: 11 Elm Hill Dr Parcel ID#: 135.50-1-46 Zone: R-12 Property Owner: Dan and Catherine Debari Address: 11 Elm Hill Dr Phone#: Cell#: 646-552-7050 email: kikistones@gmail.com Applicant: Evan Sakofsky Address: 11 Berkley Ln, Rye Brook, NY Phone#: Cell#: 516-314-1385 email: evan.sakofsky@gmail.com Attorney/Agent: Address: Phone#: Cell#: email: The applicant named herein does hereby request an appeal from the decision made by the Building Inspector on an application dated June 17 , 20 22 ,whereby the Building Inspector did: Grant: ( )/Deny: (X) the applicant a permit for 11 Elm Hill Drive, Parcel ID# 135.50-1-46 1. Type of Anneal: (X)Variance to the Zoning Ordinance ( )Interpretation of the Zoning Ordinance ( )Certification for Continuation of a Nonconforming Use ( ) Permit for Occupancy ( ) Permit for Use 2. This application relates to: ( )Use (X)Area ( )Height (X)Setback ( )Other: In connection with: ( )A Proposed Building (X)An Existing Building 3. Previous Appeal(s); ( )Have (X)Have Not been made with respect to this particular decision of the Building Inspector, and ( )Have ( )Have Not been made with respect to any other previous decision(s) made by the Building Inspector regarding the subject property. List All Previous Zonine Appeals Either Granted or Denied Concerning the Subject Property a. A requested variance was(X)Granted/( )Denied on application# 95-192 dated,October 11, 1995 for, the addition of an attached Garage with a front yard setback of 15.0' (this project was not built) b. A requested variance was(X)Granted/( )Denied on application# 98-223 dated, May 18, 1998 for, a Garage Addition with a rear yard setback of 26.0'. c. A requested variance was(X)Granted/( )Denied on application# 17-028 dated,November 6,2018 for, patio setback of 2.5'and a shed setback of 3.9'from N property line and 4.1'from E property line. 1 (Use additional sheets if necessary) 8/12/2021 4. Alteration: If work constitutes an alteration or extension to an existing building, describe briefly: New one-story addition under existing covered porch roof-new Laundry Closet. 5. Construction Cost: What is the estimated cost of the proposed work? $ TBD 6. Reasons for Appeal: A. An Area Variance to the Zoning Ordinance is requested because strict application of the ordinance would create the following hardship: Please refer to attached letter. B. An Interpretation of the Zoning Ordinance is requested because: C. A Use Variance to the Zoning Ordinance is requested because strict application of the ordinance would create the following hardship: 2 (Use additional sheets if necessary) 8/12/2021 7. Requested Zonine Appeals: I. Section of Rye Brook Code: § 250-21.G.3 Zoning Requirement: The minimum required rear yard setback is 35 feet. Proposed Work: New 26 sf addition. Existing house expansion was granted a reduced setback variance in 1998, however,this was exceeded at the time of construction. Requested Variance: Legalize the existing house setback of 22.1'from rear property line (a 3.9' reduction from what had been approved in 1998). I1. Section of Rye Brook Code: § 250-21.E Zoning Requirement: The maximum allowable Gross Floor Area is 2,975 sf. Proposed Work: New 26 sf addition. Requested Variance: The existing house is non-conforming. Permit a new total allowable GFA of 4,004 sf, including the new addition. III. Section of Rye Brook Code: § Zoning Requirement: Proposed Work: Requested Variance: IV. Section of Rye Brook Code: § Zoning Requirement: Proposed Work: Requested Variance: V. Section of Rye Brook Code: § Zoning Requirement: Proposed Work: Requested Variance: 3 (Use additional sheets if necessan) 8/12/2021 8. Item checklist of information from instruction sheet: Letter of Disapproval ( Properly Completed & Signed Original Zoning Variance Application Two (2) Sets of Sealed Plans Non-refundable Application Fee of$350.00 Escrow Account Fee of$1,000.00 Provisions of any deeds, IV` e o ^^ Ises. j;AW%otJ(4 Notarized Mailer& Sign Affidavits, Area Map& Public Notification List 'i�` (Please note that the notarized affidavits must be received by the Building Department by no later than the Thursday prior to the scheduled zoning hearing) This application must include the notarized signature(s) of the applicant of record as well that of the legal owner(s) of the subject property in the spaces provided below. Any application not properly signed shall be deemed null and void and will be returned to the applicant. STATE OF NEW YORK,COUNTY OF WESTCHESTER ) as: Evan Sakofsky , 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 Architect 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 determination of, and any conditions set by the Rye Brook Zoning Board of Appeals, 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 Sworn to before me this O da of , �1� , 20 '^)a day of Tu c , 20_IL NIKITA SINGHAL Notary Public Notary Public Nota P lic Connecticut My Commission Expires Apr 2024 ignature of operty Owner Signature of'Applicant G&*XJ Evan Sakofsky Print Name of Proppe wrier Print Name of Applicant SHARI MEL►L� Notary Public,State of New York No.01ME6160063 Qualified In Westchester 2Sou 2 Z3 Commission Expires January 4 8/12/2021 EVAN SAKOFSKY I ARCHITECT 11 BERKLEY LANE - RYE BROOK - NY 10573 VAUG Z��� 516•314 • 1385 - EVAN.SAKOFSKY@a GMAIL.COM Board of Appeals VILLAGE OF RYE BROOK Zoning pp BUILDING DEPARTMENT Village of Rye Brook 938 King Street Rye Brook, NY 10573 August 4, 2022 RE: Reason for Zoning Appeal, from Part 6 of ZBA Application Debari Residence 11 Elm Hill Drive Dear Members of the Zoning Board of Appeals, Per the attached application, we are appealing a decision by the Building Inspector to reject our Application for a Building Permit. The application is #22-024 and the Notice is dated August 2, 2022. Regarding the variance request to exceed the maximum allowable Gross Floor Area (GFA The original house, believed to be constructed in the 1860s, has been added onto several times, with the most recent addition occurring in 1998. At the time of this work, there was no maximum GFA requirement in place. This has now led to the GFA becoming a "non- conformity" with the more recent zoning requirements added to the Village code. We feel that a contributing factor to this non-conformity is the fact that the modern additions to the original 1860s house are all constructed on slabs and crawl space. Whereas most homes within the Village contain useable "basement" spaces, the house at 11 Elm Hill does not contain any such spaces. This is significant for two reasons. The first is that all useable living and utility space is forced to be contained within the first and second floors. The second is that basements, as defined within the Village zoning code, do not contribute to a home's gross floor area. As an example, a basic 3,000 square foot home that complies with the GFA requirement may often have as much as 1,200 square feet of additional useable floor space that does not count towards the GFA requirement, essentially allowing this example house to live like a 4,200 square foot house that still complies with the code. Since 11 Elm Hill does not have any usable basement space, which would not count towards its GFA, this creates a hardship for accommodating a reasonable program of living and utility spaces within the allowable GFA. The addition of this very modest Laundry Closet (only 26 sf of additional GFA) will help to alleviate existing storage and utility issues within the existing house that cannot be accommodated in any other way. Regarding the variance request to reduce the required rear yard setback: As noted in the Notice of Disapproval, a variance was previously granted allowing reduction of the rear setback to 26 feet. At the time of the work and prior approval, in 1998, the project evidently exceeded this granted allowable setback with a final rear yard setback of 22.1 feet. PAGE 1 OF 2 EVAN SAKOFSKY I ARCHITECT 1 1 BERKLE,f LAijE • RYE BROCK • NY 10573 516• 314 • 1385 • EVAN.sAKOFS i ;c. an Mo.l This violation was not noted by the Village nor addressed by the homeowner at the time. Subsequently the current homeowner has also been unaware of this violation. The new addition being proposed will place the new construction 24.9 feet from the rear property line, placing it further from the property line than the existing rear wall of the house. We respectfully request that the Board grant a new rear yard setback variance that matches the location of the pre-existing house which would also allow for the construction of the proposed addition. It should also be noted that the proposed new addition will sit entirely within the overhang of an existing porch roof that is to remain. Visually, then, there will appear to be only a very minimal change to the exterior perimeter of the house. We appreciate your time and review of this application and look forward to discussing this with you during the hearing. Sincerely, Evan Sakofsky PAGE 2 OF 2 DEBAM RESIDENCE 11 ELM HILL DRIVE RYE BROOK• NY EVAN SAKOFSKY I ARCHITECT C�,[ 11 BERKLEY LANE • RYE BROOK • NY 10573 L, DO 516 314 1385 • EVAN.SAKOFSKY@GMAIL.COM �} i SEF - 1 2O22 Zoning Board of Appeals u L J f Village of Rye Brook VILLAGE OF RYE BROOK 938 King Street BUILDING DEPARTMENT Rye Brook, NY 10573 August 31, 2022 RE: Debari Residence 11 Elm Hill Drive Rye Brook, NY To whom it may concern, I, Evan Sakofsky, the architect for the subject property noted above, hereby state that a "Public Notice" has been posted on said property as of August 30, 2022. 1 further state that letters containing the "Notice of Hearing" have been sent to all adjoining properties within a 250 foot radius of the subject property as required. These letters were mailed on August 23, 2022. Sincerely, Evan Sakofsky, R.A. L) Sworn to before me this S day of , 2022 NOtaryDiANNF obi,- _ RQJ Quaiif NO O1 State°f AS My C°mmift o We h�STS jew York _ Expires ter Co No ry Public May23 25 250 foot Abutters List Report ` Rye Town, NY August 22,2022 0 Subject Property: Parcel Number: 135.50-1-46 Mailing Address: Daniel F. DeBari Catherine A. DeBari CAMA Number: 135.50-1-46 11 Elm Hill Dr Property Address: 11 Elm Hill Dr Rye Brook, NY 10573, Abutters: Parcel Number: 135.50-1-37 Mailing Address: The Estate of Edythe Lever CAMA Number: 135.50-1-37 5 Greenhouse Cir Property Address: 5 Greenhouse Cir Rye Brook, NY 10573, Parcel Number: 135.50-1-43 Mailing Address: Jason T. Miller Erin L. Miller CAMA Number: 135.50-1-43 19 Elm Hill Dr Property Address: 19 Elm Hill Dr Rye Brook, NY 10573, Parcel Number: 135.50-1-44 Mailing Address: Brent Joseph Alexandra Joseph CAMA Number: 135.50-1-44 17 Elm Hill Dr Property Address: 17 Elm Hill Dr Rye Brook, NY 10573, Parcel Number: 135.50-1-45 Mailing Address: Pearl J. Lim CAMA Number: 135.50-1-45 15 Elm Hill Dr Property Address: 15 Elm Hill Dr Rye Brook, NY 10573, Parcel Number: 135.50-1-47 Mailing Address: Cassandra Rose Sykes Derek W. Sykes CAMA Number: 135.50-1-47 9 Elm Hill Dr Property Address: 9 Elm Hill Dr Rye Brook, NY 10573, Parcel Number: 135.50-1-48 Mailing Address: Susan Yockelson CAMA Number: 135.50-1-48 5 Hills Point Ln Property Address: 5 Hills Point Ln Rye Brook, NY 10573, Parcel Number: 135.50-1-49 Mailing Address: Andrew C. Weis Lauren Weis CAMA Number: 135.50-1-49 4 Hills Point Ln Property Address: 4 Hills Point Ln Rye Brook, NY 10573, Parcel Number: 135.50-1-50 Mailing Address: Damian Sassower Kori Sassower CAMA Number: 135.50-1-50 5 Horseshoe Ln Property Address: 5 Horseshoe Ln Rye Brook, NY 10573, Parcel Number: 135.50-1-51 Mailing Address: William N. Popper Linda Rosenthal- CAMA Number: 135.50-1-51 6 Horseshoe Ln Property Address: 6 Horseshoe Ln Rye Brook, NY 10573, Parcel Number: 135.50-1-52 Mailing Address: Jordan Sedler Roberta Sedler CAMA Number: 135.50-1-52 10 Elm Hill Dr Property Address: 10 Elm Hill Dr Rye Brook, NY 10573, www'cai-tech.com Data shown on this report is provided for planning and informational purposes only.The municipality and CAI Technologies 8/22/2022 are not responsible for any use for other purposes or misuse or misrepresentation of this report. Page 1 of 2 Abutters List Report-Rye Town, NY 250 foot Abutters List Report ` Rye Town, NY August 22,2022 Parcel Number: 135.50-1-53 Mailing Address: Marc Rosenbloom CAMA Number: 135.50-1-53 12 Elm Hill Dr Property Address: 12 Elm Hill Dr Rye Brook, NY 10573, Parcel Number: 135.50-1-54 Mailing Address: Stephanie G. Lerman Andrew C. Levinson CAMA Number: 135.50-1-54 14 Elm Hill Dr Property Address: 14 Elm Hill Dr Rye Brook, NY 10573, Parcel Number: 135.50-1-55 Mailing Address: Blake A. Jacoby Paula B. Jacoby CAMA Number: 135.50-1-55 16 Elm Hill Dr Property Address: 16 Elm Hill Dr Rye Brook, NY 10573, Parcel Number: 135.50-1-56 Mailing Address: Stacy Danow Bret Danow CAMA Number: 135.50-1-56 18 Elm Hill Dr Property Address: 18 Elm Hill Dr Rye Brook, NY 10573, Parcel Number: 135.50-1-57 Mailing Address: David Sachs Meryl Sachs CAMA Number: 135.50-1-57 20 Elm Hill Dr Property Address: 20 Elm Hill Dr Rye Brook, NY 10573, Parcel Number: 135.50-1-64 Mailing Address: Maria Del Mar Salazar Garcia Pablo Lopez CAMA Number: 135.50-1-64 Pajares Property Address: 67 Talcott Rd 67 Talcott Rd Rye Brook, NY 10573, Parcel Number: 135.50-1-65 Mailing Address: Thomas Rogull Marcia Rogull CAMA Number: 135.50-1-65 65 Talcott Property Address: 65 Talcott Rd Rye Brook, NY 10573, Parcel Number: 135.50-1-66 Mailing Address: Adolfo E.Waisburg Mariela Cohen Sabban CAMA Number: 135.50-1-66 63 Talcott Rd Property Address: 63 Talcott Rd Rye Brook, NY 10573, Parcel Number: 135.51-1-4 Mailing Address: Dayna Cohen Brian Cohen CAMA Number: 135.51-1-4 3 Hills Point Ln Property Address: 3 Hills Point Ln Rye Brook, NY 10573, Parcel Number: 135.51-1-5 Mailing Address: Mark Baumrind Allison Baumrind CAMA Number: 135.51-1-5 2 Hills Point Ln Property Address: 2 Hills Point Ln Rye Brook, NY 10573, Parcel Number: 135.51-1-6 Mailing Address: Alan &Jean Shepard Family Trust CAMA Number: 135.51-1-6 Benjamin Shepard Property Address: 1 Hills Point Ln 1 Hills Point Ln Rye Brook, NY 10573, Parcel Number: 135.58-1-25 Mailing Address: Village of Rye Brook CAMA Number: 135.58-1-25 938 King St Property Address: Elm Hill Dr Rye Brook, NY 10573, www.cai-tech.com Data shown on this report is provided for planning and informational purposes only.The municipality and CAI Technologies 8/22/2022 are not responsible for any use for other purposes or misuse or misrepresentation of this report. Page 2 of 2 Abutters List Report- Rye Town, NY v j _ n 1 N �n w 11 long ! _ N t - N CD O TS a v L O - ! O CC) T O I= 1] C O n A, N W O N Q) N LL CO o z o i o � II � -E •_ 1" o 2 CCD �M: C CD 10 U C O N N �g n O T � c m a 0 v N a N m O E N N e N c Ay * N O Ate. ...•OJ.,4 r--' C 3 0 0 bR(�vk Village of Rye Brook ,11 C Agenda Zoning Board of Appeals Meeting` �.tC' Tuesday, September 6,2022 at 8:00 PM `vy Village Hall,938 King Street 1.2. #22-024 Daniel Debari&Catherine Debari 11 Elm Hill Drive Construct a one-story addition. Mail Affidavit ✓ Sign Affidavit Approvals: Moved 5-t2, Second Abstention--T-c>S 1 Aye; Nay; Adjournment; Notes 2. SUMMARY APPROVALS: 2.1. Approval of August 2,2022 Zoning Board Summary Approvals: Moved Second Abstention Aye; Nay; Adjournment; Notes DM MI SB SF GB v1 K&B JDs Js DH 2 BR(�v�. Village of Rye Brook enda Zoning Board of Appeals Meeting Tuesday,September 6,2022 at 8:00 PM Village Hall,938 King Street ANNOUNCEMENT: In accordance with the Governor's Executive Order 11.9,the September 6,2022,Zoning Board of Appeals meeting will be held virtually through the Zoom platform,and a transcript will be provided at a later date. The public will have an opportunity to see and hear the meeting live and provide comments. INSTRUCTIONS TO ACCESS THE VIRTUAL MEETING: If you have a computer,tablet or smartphone,you can register,log in and see the video and hear the audio of the live session. You can access the Zoom meeting at https://us02web.zoom.us/j/86448333513 and clicking on "Join a Meeting"and enter Meeting ID: 864 4833 3513 (no password required).You can also call in to the ZOOM meeting at+1 (929) 205-6099,when prompted,enter 864 4833 3513#. 1. ITEMS: 1.1. #22-023 David Colasante&Dana Colasante 215 Betsy Brown Road Legalize existing enclosed porch permitted under Building Permit#210 issued 5/26/1948 as a screened porch only. Mail Affidavit Sign Affidavit Approvals: Moved Second Abstention Aye; Nay; Adjournment; Notes DM MI SB SF GB K&B JDS JS DH ' I Building Permit Check List&Zoning Analysis Address: I SBL: I �7.5�.�� - - 1A C Zone: -l2 Use 'L+ 0Const.Type:_�_ Other �02�F/L� ��1.� ►�� ,,�2• Submittal Date: Z Revisions Submittal Dates: 2 Z Z, Applicant: ��-'/3 A S2- Nature of Work l - S i y , k-o� l x( O t� Reviews:ZBA JUL 2 8 2022 pB. BOT: Other: OK ( ( ) FEES:Filing. 7S BP:Iff J�bt)f C/✓ Flood Plane:�Legalization: ( ) (�APP: Dated Notarized SBL Truss I.D. Cross Connection. H.O.A.: ( ) ( ) Scenic Roads: Steep Slopes: Wetlands: Stone Water Review: Street Opening. ( ) ( ) ENVIRO:Long. Short Fees: N/A: ( ) ( ) SITE PLAN:Topo: $ite P otection S/W Mgmt.: Tree Plan: Other. (� (� SURVEY:Dated II -L current: ✓ ArchivaL• Sealed: ✓ Unacceptable ( ) ,-,LW, Date tamped: ed: Copies:_��Electronic: Other. (� ense: Date ens Comp: �Liabili . ✓Comp.Waiver. Other. ( ( CODE 753#:�4a4o 3 -00J- 9W--00 Dated: N/A: (✓}� ( ) HIGH-VOLTAGE ELECTRICAL:Plans: Permit N/A: Other. ( ) ( ) LOW-VOLTAGE ELECTRICAL:Plans: Permit: N/A: Other. FIRE ALARM/SMOKE DETECTORS:Plans: Permit: H.W.I.C.:_Battery:_Other. (•� ( ) PLUMBING:Plans: Permit: Nat.Gas: LP Gas: N/A/: Other. ( ) ( ) FIRE SUPPRESSION:Plans: Permit: N/A: Other. (•� ( ) H.V.A.C.: Plans: Permit: N/A Other. ( ) ( ) FUEL TANK:Plans: Permit: Fuel Type: Other. O O 2020 NY State ECCC: N/A: Other. Final Survey Final Typo: RA/PE Sign-off Letter. As-Built Plants: Other. (.. ( BP DENIAL LETTER: y C/O DENIAL LETTER: Other. (� ( ) Other. mtg.date:E Z�.approvaL• notes: ( mtg.date: z-Z- approval: Z T notes: z2 ( PB mtg.date: approvaL• notes: REOLMED EXISTING PROPOSED NOTES APPROVED Area: +Z S k- 1ZI$'Lt-Z L> Mtn- S P 2 Fi 1077 Circle: e m o Fro=gg G Front: Fmn N o N -cc N r • is Si es• k Z-_& ZZ , I ,� ZSJ -Z \ I (s �Z l. t UAR- Main Co v ? ° t(o, 1 16 7j Olt, Accs Cov F H S Sd.H Sb: �}— — G�A.• Z'i_Z —J� c'J Z S"n Tot.IM: 'q Z 0 1 1 a S - O I 1 ix P ku' H6ght/Stories: notes: I-F,L, Z G q c�& fL'� LIN. �. ! - I� is 4 ✓ ►- vAR.tAcvC_cL At g _ 7?_Z3 Z dj BUILDING DEPARTMENT " VILLAGE OF RYE BROOK JUN 7 2022 938 KING STREET RYE BROOK,NY 10573 (914)9 9-0668 , VILLAGE OF RYE BROOK www. 001_4 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: 11 Elm Hill `rxt Date of Submission: Parcel ID#: 135.050-1-46 Zone: R-12 Proposed Improvement(Describe in detail): New one-story addition under existing covered porch roof. APPLICANT CHECK LIST:MUST BE COMPLETED BY THE APPLICANT The following items must be submitted to the Building Department by the applicant- no exceptions. Property Owner: Dan &Catherine Debari 1. (><)Completed Application 2. (X)Two(2)sets of sealed plans. (one full size{maximum Address: 11 Elm Hill j)tt.. allowable plan size=36"x 42"1 and one 1 I"x I7) 3. (X)Two(2)copies of the property survey. Phone# 646-552-7050 4. (Xj Two(2)copies of the proposed site plan. Applicant appearing before the Board: 5. (X)One electronic/disc copy of the complete application materials. Evan Sakofsky 6. (X) Filing Fee. Address: 11 Berkley Ln, Rye Brook, NY 7. (Y) Any supporting documentation. Phone# 516-314-1385 9. (K)Photographs. Arch itect/Engineer: Evan Sakofsky Architect 10.(x)Samples of finishes/color chart. (a sample board or Phone# 516-314-1385 model nray be 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 `s Sworn to before me this U day of/ 20 day of r1Ne_ , 20 Cam'' ignature of Pro rq Owner Signature of Applr ant n Name of Property Owner Print Name of Applicant Notary Public Notary Public SHARI MELILLO 111 Notary Public,State of New York NIKITA SINGHAL No.O1ME6160063 Notary Public Qualified In Westchester County Connecticut Commission Expires January 29,202 My Commission Expires Apr 30, 2024 8/12/2021 bR�u� Village of Rye Brook X `S�o enda J U`'�''' A Architectural Review Board Meeting LJ G (,' � IEWednesday,September 21,2022 at 7:30 PM o`�/ Village Hall,938 King Street 1. ITEMS: 1.1. #5741 (Consent Agenda)Re-Appearance Marilyn Ullman&Lena Vladsky 51 Greenway Lane&52 Greenway Lane New Arbors standard design fencing. 1.2. #5753 (Consent Agenda) Srikanth Ambad&Pranitha Mantrala 7 Talcott Road Rooftop solar array. 1.3. #5754(Consent Agenda) Marc Abramson&Erika Abramson 47 Hillandale Road 6'-0"high white vinyl fence in rear yard. 1.4. #5755 (Consent Agenda) Matthew Byrnes&Helene Byrnes 7 Deer Run New windows to facilitate interior bathroom renovation. 1.5. #5756 (Consent Agenda) Philippe Ledesma&Tonella Ledesma 7 Bell Place 6'-0" high white vinyl privacy fence along rear yard. 1.6. #5757 (Consent Agenda) Benjamin Tapper&Erica Tapper 4 Deer Run Rooftop solar array. 1.7. #5767 (Consent Agenda) Pawling Holdings LLC 261 North Ridge Street New stone and clapboard siding. 1.8. #5768 (Consent Agenda) Ann Parkin&Jody Rasch 25 Hillandale Road Rooftop solar array. Page 1 of 4 1.9. #5769 (Consent Agenda) Michael Rosenfeld&Afton Rosenfeld 56 Lincoln Avenue 4'-0"high aluminum fence along bridge. 1.10. #5771 (Consent Agenda) Blake Silverman&Alexa Silverman 18 Milestone Road 4'-0"high fence in rear yard along BelleFair Boulevard and 4'-0" high fence in side yards. Consent Agenda Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.11. #5758 Blake Jacoby&Paula Jacoby 16 Elm Hill Drive Rear deck and hot tub. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.12. #5759 Michael Seidenfeld&Daniella Schneider 5 Jacqueline Lane Rear patio&retaining wall. Approvals: Motion Second Abstention Aye; Nay; Adjournment; Notes 1.13. #5760 Daniel Debari&Catherine Debari 11 Elm Hill Drive One-story addition. /� Approvals: Motion_ Second m(.`— Abstention Aye;T Nay; Adjournment; Notes �C- Page 2 of 4 EVAN SAKOFSKY I ARCHITECT 1 1 BERKLEv LANE • RYE BFovv. • NY 10573 516 314 1385 • EVAN.SAKOFSKY(cDGMAIL.COM T. 1- - � - - - `�= ail rgwAww Existing side of house. DEBAM RESIDENCE 11 ELM HILL DRIVE RYE BROOK • NY Laura Petersen From: Laura Petersen Sent: Friday, September 30, 2022 9:16 AM To: kikistones@gmail.com Cc: Evan Sakofsky; Robert Colangelo Subject: Building Permit Application - 11 Elm Hill Drive Good morning, The building permit application has been approved by the Building Inspector. Before I can issue the building permit the following items must be submitted to our office; Copy of general contractor's valid Westchester County Home Improvement License. V `. General contractor's valid liability insurance (the Village Of Rye Brook must be the certificate holder) ✓3. General contractor's valid workers compensation on a NY State Board form (C105-2 or U26.3) �4. Estimated cost of construction to determine the building permit fee ($15.00 per $1,000.00) (due once permit is issued and ready for pick-up) 4 ,301 000-- 5. Contractor must call Dig Safe NY and get a ticket number. Thank you Laura Laura(Petersen Office Assistant Village of Rye Brook 938 King Street Rye Brook, New York 10573 Phone(914)939-0668 1 Ipetersenervebrook.org 1 Laura Petersen From: Catherine DeBari <kikistones@gmail.com> Sent: Wednesday, October 26, 2022 3:01 PM To: Laura Petersen Cc: Robert Colangelo; Evan Sakofsky Subject: Re: Building Permit Application - 11 Elm Hill Drive $30,000 Sent from my iPhone On Oct 26, 2022, at 2:26 PM, Laura Petersen<LPetersen@ryebrook.org>wrote: The building permit fee is based on the estimated cost of construction ($15.00 per $1,000.00). Do you have a more exact figure? Thank you Laura Laura(Petersen Office Assistant Village of Rye Brook 938 King Street Rye Brook, New York 10573 Phone(914)939-0668 1 Ipetersenervebrook.or4 From:Catherine Stones<kikistones@gmail.com> Sent:Wednesday, October 26, 2022 1:54 PM To: Laura Petersen<LPetersen@ryebrook.org> Cc: Robert Colangelo<bobbyc100@hotmail.com>; Evan Sakofsky<EVAN.SAKOFSKY@gmail.com> Subject: Re: Building Permit Application - 11 Elm Hill Drive Thanks Laura, Yes,we estimate the cost to be between 25k-30k. Please remind me again what you need from me. Thanks, Catherine DeBari On Wed,Oct 26, 2022 at 1:11 PM Laura Petersen<LPetersen@ryebrook.ore>wrote: Good afternoon and thank you for the email. 1 Please note the liability insurance expired in September. Please send an updated page. Do you have the estimated cost of construction? Thank you Laura Laura Petersen Office Assistant Village of Rye Brook 938 King Street Rye Brook, New York 10573 Phone(914)939-0668 1 loetersena-rvebrook.or4 From: Robert Colangelo<bobbyc100@hotmail.com> Sent:Wednesday,October 26,2022 12:32 PM To: Laura Petersen<LPetersen@ryebrook.ors>; kikistones@gmail.com Cc: Evan Sakofsky<EVAN.SAKOFSKY@smail.com> Subject: Re: Building Permit Application - 11 Elm Hill Drive Good afternoon Laura, Please see attached COI and home improvement license. I will send over a Dig Safe NY ticket number as soon as we schedule to do the excavation. Thankyou Bobby From: Laura Petersen<LPetersen@ rye brook.ore> Sent: Friday, September 30, 2022 9:16 AM 2 To: kikistones@gmail.com <kikistones@Rmail.com> Cc: Evan Sakofsky<EVAN.SAKOFSKY@gmail.com>; Robert Colangelo<bobbyc100@hotmail.com> Subject: Building Permit Application - 11 Elm Hill Drive Good morning, The building permit application has been approved by the Building Inspector. Before I can issue the building permit the following items must be submitted to our office; 1. Copy of general contractor's valid Westchester County Home Improvement License. 2. General contractor's valid liability insurance (the Village Of Rye Brook must be the certificate holder) 3. General contractor's valid workers compensation on a NY State Board form (C105-2 or U26.3) 4. Estimated cost of construction to determine the building permit fee ($15.00 per $1,000.00) (due once permit is issued and ready for pick-up) 5. Contractor must call Dig Safe NY and get a ticket number. Thank you Laura Laura Petersen Office Assistant Village of Rye Brook 938 King Street Rye Brook, New York 10573 Phone(914)939-0668 1 Ipetersen(ccDryebrook.org 3 tk-p-w i An I w s SAY A.— ... --------- . ... . .. . ... .. ... MVIN cad C14 !z o CN > r. 46 W6 0 00 CD . ..... .... 0 0 is *4 CU Wr CJ rot LO 0 Zy ction f 0 u mg z .2 Z) LU < M Z LLI �& 0 LL U) LLJ D LL ce) e C) 0* ui co co W < Ell 4r�r.1. "S cn iz 4 0 z LO V sniu C) v ce) C? 4.) cn so 1 4.4: ............ 01M, WORN,751,;-7 Vf :,.Z;, IBM MIS. . 06 ...... .... FJ � 07 ACORO® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 10/26/2022 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 Christina Goldblum NAME: American Risk Advisors Inc. HCNNo.Ext (718)241-8500 FAXNo: (718)241-8520 510 Broadhollow Road E-MAIL ADDRESS: Suite 301 INSURERS)AFFORDING COVERAGE NAIC# Melville NY 11747 INSURERA: Ohio Security Insurance Company 24082 INSURED INSURER B Benessere Builders LLC INSURER C: 13 Justine Court INSURER D: INSURER E: Briar Cliff Manor NY 10510 INSURER F: COVERAGES CERTIFICATE NUMBER: CL22102516732 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 MAYBE 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 AlJUL1bUtiK POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MM/DD MM/DD LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE 7 OCCUR PREMISES Ea occurrence $ 300,000 MED EXP(Any one person) $ 15,000 A BLS(23)63 88 24 05 09/23/2022 09/23/2023 —PERSONAL&ADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY X PRO LOC PRODUCTS-COMP/OPAGG $ 2,000,000 JECT OTHER: Employee Benefits $ 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 PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 1,000,000 A EXCESS LIAB CLAIMS-MADE USO(23)63882405 09/23/2022 09/23/2023 AGGREGATE $ 1,000,000 DIED I I RETENTION$ I $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ N/A E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED 9 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Village of Rye Brook are hereby granted additional insured status where required by written and executed contract,agreement,or permit. 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 [oil 01 n n A n AA 813014974 PAYCHEX INSURANCE AGENCY INC ATTN P&C DEPARTMENT 225 KENNETH DR ROCHESTER NY 14623 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER BENESSERE BUILDERS LLC VILLAGE OF RYE BROOK 13 JUSTINE COURT 938 KING STREET BRIARCLIFF MANOR NY 10510 RYE BROOK NY 10573 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE W2518 824-4 184715 07/15/2022 TO 07/15/2023 8/26/2022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2518 824-4, 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 AFFORDS COVERAGE TO THE SOLE PROPRIETOR, PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. ROBERT COLANGELO OWNER/MEMBER LLC 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 7 4/ DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 842891255 U-26.3 Laura Petersen From: UDig NY Exactix <tickets@exactix.udigny.org> Sent: Wednesday,April 26, 2023 1:09 PM To: Steven Fews Subject: Message from UDig NY ****REGULAR**** DIG REQUEST from UDig NY for: VIL RYE BROOK Taken: 04/26/2023 13:08 To: VIL RYE BROOK PRIMARY Transmitted: 04/26/2023 13:08 00002 Ticket: 04263-001-978-00 Type: Regular Previous Ticket: ------------------------------------------------------------------------------ State: NY County: WESTCHESTER Place: RYE BROOK Addr: From: 11 To: Name: ELM HILL DR Cross: From: To: Name: Offset: ------------------------------------------------------------------------------ Locate: LEFT SIDE OF PROPERTY AS FACING, WORK IN SIDEWALK AREA NearSt: HILLSPOINT LN Means of Excavation: HAND TOOLS Blasting: N Site marked with white: Y Boring/Directional Drilling: N Within 25ft of Edge of Road: N Work Type: ADDITION Estimated Work Complete Date: 05/12/2023 Depth of excavation: 4 FEET Site dimensions: Length 5 FEET Width 5 FEET Start Date and Time: 05/01/2023 07:00 Must Start By: 05/15/2023 ------------------------------------------------------------------------------ Contact Name: ROBERT COLANGELO Company: BENESSERE BUILDERS, LLC, BRIARCLIFF MANOR Addrl: 13 JUSTINE COURT Addr2: City: BRIARCLIFF MANOR State: NY Zip: 10510 Phone: 914-393-0737 Fax: Email: bobbyc100@hotmail.com Field Contact: ROBERT COLANGELO Alt Phone: 914-393-0737 Email: bobbyc100@hotmail.com Working for: CATHERINE DEBARI ------------------------------------------------------------------------------ Comments: Lookup Type: PARCEL ------------------------------------------------------------------------------ Members: ALTICE USA CONED SUEZ WTR WESTCHESTER VIL RYE BROOK WESTCHESTER CTY SWR i 0' 169 32' 48 PCKZ'j - �-- -j Li SCALE 1 - 16 w Q L1 ll JUL 21 2022 VILLAGE OF RYE BROOK Ri11L.DING DEPARTMENT Ix z ON MAP ENTITLED "'SECTION TWO ELM HILL FILED FEBRUARY f 4, f956 ON MAP No. 10379 1 (9-5) ELM EDGE OF PAVEMENT HILL DRIVE ASPHAL TIC PA VEMENT KNOWN AS ""GILL" ON MAP ENTITLED 'SECTION THREE PINE RIDGE, " FILED JUNE 26 1958 AS MAP NO. 11525 GENERAL NOTES 1. This is to certify that there are no visible streams or natural water courses in the property as shown on this survey. PROPERTY SITUATED AT 11 Elm Hill Drive Town of Rye � t v�: County of Westchester 2 9 NY Lands Suruoycor P.C. * Ecwt& Loveli/ - S.P. BeicheIr Inc/. State of New York i 77-15154 Street, Fresh Meadows, NY 11366 Tax Section: 135.50 Tel: 718-591-5500 Tel: 212-732-1575 Tax Block: 1 as o� Lovel\_gee°r nylandsurveyor@gmaii.com Fax: 631-930-3292 Tax Lot: 45 www.nylandsurveyor.com UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209, OF THE NEW YORK STATE EDUCATIONAL LAW. COPIES OF THIS SURVEY NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. BW • •••••• •BAY WINDOW CD • • • • . • • . CELLAR DOOR • -VINYL FENCE (VF) -WOOD FENCE (WF) . .... LINE • PROPERTY LINE • • FILE MAP LOT NUMBER 24" •-••••• TREE & SIZE PO B. • • . • • .POINT OF BEGINNING 125m72' AS -BUILT SURVEY Survey Amended: July 13, 2022 Date of Survey: June 23, 2022 �P M�ANq -� > S 040 SAND 5 Ramzan Alli License No. 050457 Evan Sakofsky ARCH I T E C T DEB R1 L UN RY R M D D I T 10 N FILE COPY 11 Berkley Lane Rye Brook-New York 11 ELM HILL DRIVE • RYE BROOK , NEW YORK 10573 516.314.1385 E UILT/FINAL SURVEY QUIRED PRIOR TO NAL INSPECTION PERRWgums,, Y W °C I Pz Llz� -�Ill v Soup. '2�1- L LA 3- �ATmo APPR D S E P w Z > �rRDlllrt3 MfCTjo ,V of ft,�r +oolr„ o: W o z W 0 J j �e - 0 GENERAL NOTES CONSTRUCTION&ENERGY CODE NOTES: PLOT PLAN DRAWING INDEX o 1.ALL WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE CONSTRUCTION TYPE: V-B PROJECT ADDRESS: 11 ELM HILL DRIVE,RYE BROOK,NY 10573 4 PREVENTION AND BUILDING CODE INCLUDING THE 2020 RESIDENTIAL CODE OF NEW YORK STATE(2020 RCNYS),THE 2020 ENERGY OCCUPANCY CLASS: R-3(ONE-FAMILY RESIDENCE) SECTION/BLOCK/LOT: 135.050-01-46 M CONSERVATION CODE OF NEW YORK STATE(ECCNYS),THE 2020 W PLUMBING CODE OF NEW YORK STATE(2020 PCNYS),THE 2017 NATIONAL ELECTRIC CODE(NFPA 70-2D17),LOCAL HEALTH DEPARTMENT 1. THIS PROJECT IS BEING FILED UNDER THE 2020 NEW YORK STATE Li CL Lu REGULATIONS AND ALL OTHER APPLICABLE REGULATIONS BY CONSTRUCTION CODES. • '"-�. W AUTHORITIES HAVING JURISDICTION. 2. THE DESIGN OF THIS PROJECT,TO THE BEST OF THE ARCHITECT'S A.SHOULD THERE BE ANY INFORMATION SUPPLIED ON OR OMITTED FROM KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGMENT,IS IN -� THE DRAWINGS OR IN THE SPECIFICATIONS THAT INADVERTENTLY DOES COMPLIANCE WITH THE REQUIREMENTS OF THE 2020 ENERGY 66 " ) T NOT COMPLY WITH CODE,THE CONTRACTOR SHALL BRING THE MATTER CONSERVATION CODE OF THE STATE OF NEW YORK. TO THE IMMEDIATE ATTENTION OF THE ARCHITECT AND RESOLVE IT 3. THE PROJECT SHALL COMPLY WITH THE 2020 ENERGY CONSERVATION BEFORE ANY CONSTRUCTION AFFECTING THIS MATTER BEGINS. CONSTRUCTION CODE PER SECTION 402.1;THE PRESCRIPTIVE METHOD �_ N B.SHOULD THE CONTRACTOR KNOWINGLY CONSTRUCT ANYTHING IN OF COMPLIANCE AS NOTED BELOW. '" ��� NUMBER SHEET NAME 9 NON-COMPLIANCE WITH ANY CODE WITHOUT CONSULTING BEFORE -- - g HAND,THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR MANDATORY PROVISIONS CORRECTING THE CONSTRUCTION TO COMPLY WITH ALL LOCAL AND THE PROJECT SHALL COMPLY WITH THE MANDATORY PROVISIONS OF THE ! u I T-1 TITLE SHEET&NOTES X STATE CODES AND AT NO ADDITIONAL COST TO THE OWNER,EVEN IF FOLLOWING SECTIONS. THE DRAWINGS OR SPECIFICATIONS CAN BE SHOWN TO CALL OUT ) G-1 SPECIFICATIONS X sl4Lt NON-COMPLYING SITUATIONS. 401.3 A CERTIFICATE WILL BE PROVIDED ON THE ELECTRICAL PANEL AS •• I 2.SHOULD UNFORESEEN CONDITIONS OR OTHER CAUSES NECESSITATE REQUIRED. G-2 STRUCTURAL NOTES X CONSTRUCTION DETAILS NOT IN ACCORDANCE WITH THESE PLANS,THE 402.1.1 VAPOR RETARDER PROVIDED THROUGH THE USE OF CLOSED I CONTRACTOR SHALL NOTIFY THE ARCHITECT AND SUBMIT HIS DETAILS CELL SPF INSULATION ON RAFTERS AND LOW-PERM PRIMER ON Z-1 SITE PLAN&ZONING ANALYSIS X SHOWING THE PROPOSED METHODS TO ACCOMPLISH THE REQUIRED WALLS 4e , u I ° RESULTS.PATCH,REPAIR AND FINISH OF ALL DISTURBED AREAS. 402.1.2 INSULATION AND FENESTRATION SHALL BE PER THE TABLE 64 ! . A-1 PLANS,ELEVATIONS,&DETAILS X 3.ALL ELECTRICAL,PLUMBING AND H,VA.C.WORK SHALL BE DONE OR BELOW. DIRECTLY SUPERVISED BY SUBCONTRACTORS LICENSED TO WORK IN THE 402.4 AIR-LEAKAGE SHALL BE LIMITED PER SECTIONS R402.4.1 STATE. THROUGH R402.4.5. 4.DIMENSIONS SHOWN ARE FROM STUD TO STUD,EXCEPT WHEN MEASURING 402.4.1.1 THE BUILDING THERMAL ENVELOPE IN THE AREA OF THE FROM EXISTING WALLS IN WHICH CASE DIMENSIONS START FROM FINISHED WORK SHALL BE DURABLY SEALED TO LIMIT INFILTRATION GYPSUM BOARD OR SHEATHING. PER TABLE 402.4.1.1. 5.VERIFY ALL DIMENSIONS IN THE FIELD.DISCREPANCIES BETWEEN ACTUAL 402.4.3 FENESTRATION SHALL MEET AIR LEAKAGE REQUIREMENTS. Village of Rye Brook CONDITIONS AND DRAWINGS AND/OR SPECIFICATIONS SHALL BE REPORTED 402.4.5 RECESSED LIGHTING SHALL MEET THE REQUIREMENTS. TO THE ARCHITECT IN WRITING FOR CLARIFICATION.WORK SHALL NOT 403.1 CONTROLS.AT LEAST ONE THERMOSTAT SHALL BE PROVIDED HORSES" PROCEED UNTIL SUCH CLARIFICATION HAS BEEN RECEIVED. FOR EACH SEPARATE HEATING AND COOLING SYSTEM. I ,. I � Arch itectu a R eW Board 6.INSPECT THE PREMISES AND VIEW THE EXISTING CONDITIONS TO VERIFY 403.3.2 DUCTS SHALL BE SEALED. ; I R ` �� li`I��ORt ALL CONDITIONS,SIZES AND QUANTITIES.PLANS ARE FURNISHED TO 403.3.3 DUCTS SHALL BE TESTED PER THIS SECTION. INDICATE THE SCOPE OF THE INTENDED CONTRACT WORK.EXISTING 403.3.6 BUILDING FRAMING CAVITIES SHALL NOT BE USED AS DUCTS OR �•� Approval Date. _� fit► PERMIT CONDITIONS WHICH MIGHT PRECLUDE OR INTERFERE WITH THE PROPOSED PLENUMS. WORK AS DRAWN OR SPECIFIED SHALL BE BROUGHT TO THE ATTENTION OF 403.4 MECHANICAL SYSTEM PIPING CARRYING FLUIDS ABOVE 105OF OR •� - -- �'." �" THE ARCHITECT AND OWNER FOR RESOLVING.RELOCATIONS MUST BE BELOW 55°F SHALL BE INSULATED TO A MINUMUM OF R-3. Chairman. _. NUUeo OATS: CHECKED TO VERIFY THEIR FEASIBILITY IN ACCORDANCE WITH THE NEW 403.6 OUTDOOR AIR INTAKES AND EXHAUSTS SHALL HAVE AUTOMATIC -4 �. ..•�� �• __ __ REQUIREMENTS. GRAVITY DAMPERS. ; , 6.09.22_ 7.WRITTEN DIMENSIONS ON THE DRAWINGS SHALL HAVE PRECEDENCE OVER 403.7 NEW OR REPLACEMENT HEATING AND COOLING EQUIPMENT SCALED DIMENSIONS.VERIFY ALL DIMENSIONS AND CONDITIONS SHALL MEET MINIMUM EFFICIENCY REQUIREMENTS. INDICATED ON THESE DRAWINGS. 404.1 AT LEAST 00%OF PERMANENTLY INSTALLED LAMPS OR FIXTURES *NOT TO SCALE RMBION OATlt RMMON NO.t 8.ADEQUATELY BRACE AND PROTECT ALL WORK DURING CONSTRUCTION SHALL BE HIGH-EFFICACY. AGAINST DAMAGE,BREAKAGE,COLLAPSE,DISTORTIONS AND - MIS-ALIGNMENT ACCORDING TO APPLICABLE CODES,STANDARDS AND GOOD PRACTICE. M.E.P.DESIGN/BUILD NOTES 9.MANDATORY INSPECTIONS:MANDATORY INSPECTIONS SHALL COMPLY WITH THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA VISIT THE PROJECT SITE TO INSPECT THE SCOPE OF THE WORK IN 1,THE FOLLOWING ITEMS SHALL BE COMPLETED BY THE CONTRACTOR AS 2M6 MC TABLE RMAI) O/� RELATION TO THE EXISTING CONDITIONS. DESIGN/BUILD ITEMS.THE CONTRACTOR SHALL SPECIFY,SIZE,AND �+ N C LAYOUT NECESSARY EQUIPMENT AND FIXTURES AS REQUIRED FOR A GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN L 10.VENTILATION:PROVIDE VENTILATION IN CONFORMANCE WITH THE STATE COMPLETE SYSTEM SUBJECT TO APPROVAL OF THE OWNER. SNOW LOAD SPEED DESIGN FROST LINE DESIGN UNDERL4RED FREEZING ANNUAL TITLE SHEET& BUILDING CODE (MPH) CATEGORY WEATHERING DEPTH TERMITE TEMP REQUIRED INDEX TEMP 11.SMOKE DETECTORS SHALL BE MOUNTED AND PLACED IN ACCORDANCE A HVAC SYSTEMS.SYSTEMS SHALL BE EXPANDED OR MODIFIED AS 20 P8F 115 MPH C SEVERE 42• MOD TO HW T F YES LOCAL <1500 SO°F WITH NFPA 72,STANDARD FOR INSTALLATION AND MAINTENANCE AND USE REQUIRED TO ACCOMMODATE NEW LAYOUT. GENERAL NOTES STATE HOUSEHOLD FIRE WARNING EQUIPMENT AND IN ACCORDANCE WITH S.ELECTRICAL SYSTEMS.REFER TO ELECTRICAL PLANS FOR GENERAL STATE BUILDING AND FIRE CODES. LAYOUT OF FIXTURES AND SWITCHING.PROVIDE OUTLETS PER CODE. l l 12.ALL PLUMBING WORK SHALL CONFORM TO THE STATE PLUMBING CODE, PLUMBING SYSTEMS.REFER TO FLOOR PLANS FOR GENERAL LOCATION ALL ELECTRICAL WORK SHALL CONFORM TO NATIONAL ELECTRICAL CODE, C.PL PL OF PLUMBING FIXTURES. D I E C rc_, AND ALL HEATING AND VENTILATING WORK SHALL COMPLY WITH AMERICAN CLIMATE FENESTRATION SKYLIGHT GLAZING CEILING WOOD FRAME MASS WALL FLOOR BASEMENT SOCIETY OF HEATING,REFRIGERATING AND AIR-CONDITIONING ENGINEERS ZONE U-FACTOR U-FACTOR SHGC R VALUE R VALUE R VALUE R VALUE WALL R VALUE SLAB R VLU AE CRAWLSPACE WALLRS A C E +� (ASHRAE)STANDARDS. 13.PROVIDE CARBON MONOXIDE DETECTORS WITHIN 15'OF SLEEPING AREAS F S AND ADJACENT TO THE GARAGE. REQUIRED 4A 0.35 0.55 0.40 49 20OR 13+5 8/13 19 10/13 10/2 FT 10/13 a t U N 11 2022I ID 14.THE TERM'PROVIDE'MEANS TO`FURNISH AND`INSTALL'. 16.THE TERM'FURNISH"MEANS TO SUPPY REQUIRED COMPONENTS AND PROVIDED 4A 0.36 NIA 0.40 WA N/A WA WA N/A N/A N/A DELIVER TO PROJECT SITE. 16.THE TERM"INSTALL`MEANS TO INSTALL ALL REQUIRED ITEMS. VILLAGE OF RYE BROOK 1 BUILDING DEPARTMENT 01 OF 05 The folbvwrinto speNfications are made In general form and not Denwlltlon-Provide all labor,materials and equipment to perform the 03 300-Cast•In4Plsce Concrete Division 04 000-Masonry 05100-Structural Metal Floating valley metal.Fasten at edges with large headed galvanized naps on 6" fastened with appropriate ups,staples or glue.Check specific (mnlmum)copper pipes,located below treat One.From the meter to the Evan S a lots ky all sections or materials pertain to this project.In the case of ►equired demolition of existing pavement no longer needed for stoat,or Footings-Center all footings on wags•plate.or columns above unless Fabrication and erection of stnmtural steel shall conform to the American centers.Ley courses parail with eaves.Do not stretch ocumes. manufacturers recommendations. building,Instal 1.5'auppy water Ones.Use 1/2',3/4'minimum idea from conflict between the specification on this page and parking,abandoned utilities and structures which Interfere with the otherwise noted.All footings shag teat on undisturbed virgin sop with 04 M-Bask Masonry Materials end Methods Institute of Steel Construction,"Manual of Steel Conalimctbn,Load and supply linen to each plumbing i xture as required.At water heaters and speeiflcattons found elsewhere In this drawing set.the Proposed aonstructlon.When required Install chain Unit fencing around minimum sop bearing allowable of 2000 psi•tested for 96 percent Masonry Mortaring-Mortar slag be Type'W or"S'In°oec tdarce with Resistance Factor Des n'. hose bibs Instal a minmum 314"I From water heater install 3/4'•1' specifications shown on the drawings shall take precedence. the area of denatdbn work.Protect a1 adjacent wees not to be compaction,or 3/4'stone compacted In 1Y Ofte to 95 percent density iffil ASTM C270,2500 pti.Grout slot be In accordance with ASTM C270, 07 200-Thermal Proteetlon UMiMthed:AcciInate fioorlrg te oonditbned space a minimum of seven P�' A R C H I T E C T denwilahed.Remove al debra from job site before construction begins. is required.Footings at building perimeter shall be a minlmum of 42"below Type M,2600 psi concrete using pea gravel for coarse aggregate with a Steel deck unite and aocessodes shal be fabricated from steel sheet Provide Insulation per the drawings.AD plumbing chases in Interior a walla days prior to Instamtion.Wood flooring shag be tongue and groove pipe to each room with branches to fixtures as described above.Fittings pal concrete.Provide 3-R6 robot maximum aggregate sae of 3/8"and an 8'minimum to 11'maximum conforming to aetm e663 eq grade 40,with minimum ield int of 40ks1. shall be insulated with Roxul Sefe WSound insulation for sound construction,3/8'thiek x 21/4lvkle,random lengths with true square edge shag be wrought copper,soldered with 95.6 solder and suitable flak.Use frost tine constructed onuous y D° attenuation. for a fin smooth surface unless noted otherwise.Use 2'barbed fasteners polished chrome adjustable brass P4mps with wall escutcheons at all Division QD 000.Proeumment and Contracting Requtrettnenls. Remedlatbn (rolrreroing steeQ oontInuoue through footers unless otherwise noted. flush.•Mortar Joke foal be ort ro r g Ml not s produce a concave, ex locations.Pax tubl shall be abwed. Contractor to abate any hazardous material or substance before beginning Provide 05 robot(reinforcing ateeQ cotter bars at all comere and fdrsfh.beaded,raked form Mortar or grout not used within 21l2 hour° Provide a1 structural steel end miscellaneous metal work Including Intels, of approved sands for instal rig plank ai atop flooring.nimu a minimum posed ^8 00 2I30-suppbmenbry Instructions to Bidders Intersections of fooUn bears and Yaps.Each skis should overla 2'.0",after mixing shop not be used in masonry work.In hot weather add water fpbh latex,and all su 07 300-8h1 s,Roof 71bs and Roof Covers of 48 heuro,and and Mho,udng a ateIn cost end a minimum throe coeto ocnstrudbn.Contro@ter cool control witth a properly lioensed and 9s. P P Pport membero,complete wtth requred brooing, ^�° g° of potyurotharre. Provide shut-oil valves at sinks,tegeta,water heater and other fbriuros es Site visitation:prior to submitting a bid price for the work,the contractor qualified hazardous material contractor. wttt+a 90 degree bend.Footings she$bear on undisturbed sop ant kept as needed to supplement evapoation bases.In oold weather,Men air webs,washers,nuts,shims•anchor bola,base plates,bearing plates. Asphalt Shingles.Provide Compoalte/Aaphelt shingle&per 11 Berkley Large shag visit the eke and verity a1 conditions In the contract documents and free from ground wpater.Underneath bad-bearing wels and interior or temperatures range between 32 degrees and 40 degrees Fahrenheit,heat required.Test at pipes under 100 Ilea pressure per budding code exterior column footings,thicken ebbs within a V radius to i thick. miring water or aggregate to between 70 d roes and 180 AI steel details and connections slot be In accordance with the monuhsoturors roDonnmendetbns over undertayment as apeotlied orr uirements. Rye Brook•N ow York IMotm the arohrtect of a dsoro N degmse& drawAnga. 09 7000-Wag Flnfahes � r'1 try pan@y prior lD exacutbn of the work. 02 300-Earthwork Fahrenheit maximum.When ale temperature h below 32 degrees requirements of the latest AISC specif'icatbns and blest revisions. %No%shall be clean and free of defects such as amoka or unMished joints 10573 00800•Ce�cates Shorin and Under nnl Ex Win foo s,foundations,rile ca s, Slab Foundations-Concrete floor slabs other than are a or exterior Fahrenheit heat both the missing water and aggregate to between 70 Provide at required anciror bogs,beating plates and metal tiea required by State Shingles.At elate shot be hard,dense•sound rook,machine Drier to installation of w et Mishes.0 mildew is evident,mmldew must be Waste Drainage-Instal savage clean-cut et the end of each horizontal g Pit - 8 ti^9 P P ( 9 9 degrees and 160 degrees Fahrenheit maximum.Mortar cobra to be standard Practice end as noted below. removed and surface ro droh W run and eve 100 feel r Ag bonding end Insurance tequtronrents shop lea coordinated with the Bred°bear^°,rotainiog wale or psvertreM which may be efteoted by stabs)shop be oorrstruoted of 3000 psi oonorete,genaOe dabs end exterior��by�Arosted. punched for two nails each.AI exposed oomere sha0 be practically fu1, P PeriY treated te Inhlbt further mildew growth. coal be Irramled tiro ghoul plumbing oonnedans amend�onnenoted with the � exoavatbn operations shall be shored or underpinned adeq ustely or slabs shall be constructed of 3500 psi concrete,4'thick reinforced with 10 AI structural metal for beams shop be in accordance with ASTM A992d0. No broken Camara on covered errata which saorilbe na stro or the 516 314 1385 Owner prior to beginning construction.Contractor shal additionally insure ^9ti vertical stook°and vented throu h the roof.Check with local builds code the Arohlted and its consultants.Provide Architect win ACORD Insurance o feral a protected against settbm y erne dot be protected art hot gauge 6'x 6"weldedwvis mesh conMuous end robot(reinforcing flfeOQ AI atructural steel for steel oolumns she1 comply with ASTM specification laying of watertight roof wll be alowed.No broken or cracked date vN be 09 900-Painting and Coaling 9 ^g certfiloate prior to start of construction lateral movement.Provide necessary materlab te hotel back earth at as per plans.Place ebbs over we/•oompacted granular file compacted In MiiO^ry Anchorage and Retntorcing A-63 Grade B or A-600.Structural steel columns shot be per drawings used. Prepare each surface to receive scheduled work as set forth bsbw. °Fi0�8 for speallc veMinp requirement& excavations and as required to prevent cav&4ns and earth sloughs. 12 Inch ORe to 95 percent density per AASHTO T 160 Proctor,and a 15 ml Brick Ties-Insist galvarthed steel wtro type brick ties.The brick veneer but at a minimum 3"minimum Inside diameter,unless noted otherwise. vapor border U.N.O..Construction or control)Dints shot be provided In must be securely attached to the existing construction.Provide one tie for AI steel plates shag be In conformance with ASTM A36 Wood 8hinpbs.Instep all shingles per the Cedar Shake and Shingle Exterior Painting-At nap heads shot be set bebw the surface and Water Hester t Prov ty on a s.ba kflow prove.Wastp he sure)seal Division 01 000.General Requirement° Excavation Support and Protection-Instal excavation support systems slabs on grade so that the maximum area between joints shag be 400 sq. each 2 213 eq ft of wall area.The maximum Spacing of ties,enter Tubular Steel shol be In wriformanoe with ASTM ASM Grade B Bureau recommendations. Mished smooth.lf mildew h evident,the mildew must be rortroved and have e ro date ease valves,buck lbw faventert rosauro robbt for safety preservation of exieling Improvements n ootedo of ft,and the length of that area is not more than twice the width.Provide horizontally or vertleagy,should not exceed 24 Inches.This tie spacing valves and droln aSsembgea Follow manufacturer ro 01 100-Additional Genera)Requirements au rt Or wh smooth steel trowel Mlsh for at Interior slab areas end a surfaces. applies above and below grade. Steel pipe ahan be In nets hotce with ASTM Ada,Grade B. surface treated te at an further mildew growls.Extensor want shag Pilo sydena shop @onskter a1 bads In a nannet which all slow fie 9 rope Steel eagles and ahenne!*shag be m eonfomrance vvth ASTM A36. T71e Roofing.AI the shtrngb easembiiee uahap txs complete with a1 rooeMe a primer coat and two coats of Rat or semi•ybsa palM.Pro-prime sofa annd expeditious construction of permanent structures vAhout Provide broom finish texture for a1 exterior stabs unless roaeiving finished the backside,ed and end&of lumber and sidin In addition to the Ger►erel Condttbns the fopowlnp condtions shag apply: Cod Iron aheO be In oonformenoe with ASTM A-48,Class 30,unbao required Dover,pan,odge,hip lib,obauro file and accetaorba.InataO ea � 9 Ptbr to construction. movement or settlement of the ground.Shoring,Including&heat piling, stone or other surface.Slope exterior patio or porch stabs away from Tie Fasteners-Wood Frame-Instal corrosion resistant naps to attach buOdIn et 1!8'of tiro In elevation for eve � otherwAse noted. sneolfbd by file manutucturor.No broken or cracked ipe shaft be used. Woe^staIninp,pro-pome wth the same product as epecilbd for the final 16 900-Heating,Ventilating,and Air Conditioning(HVAC) The oontractor shall furnish at labor,materials,tools,equipment, shall be furnished and Installed as necessary to protect workers•banks, 9 D ry 1'-0'In distance.At garage the eorru ted metal ties to wood frame construction•The nails should cost.Send and putty wood surface smooth before Mlsh h applied. appliances,transportation,hauling aft.To complete,In a workmanlike adjacent paving,structures and utilities.Shoring,bracing end sheeting slab,provide positive drainage and taper Up at garegdoverhead door, penetrate at least 1 1/4'Into the wood stud%. Welding Electrodes shag be as permitted by AM Code D/.0. Surfaces shot be sanded before each Mlsh Instal control systems.Zone rooms es appropriate.The bcatbn of manner,everythig shown,called for or reasonably Implied In the plans or slag be removed as excavations are backfiged,In a manner to prevent Exterior slabs anal garage%labs chap be air-entmined between 5%and 7% AI bots coal be In conformance with ASTM A325 and A490. 07 400-Rooting and Siding Panels laYOf h°DDT' controls shag be coordinated to avoid conflicts with fumhhi ngs or uses for In those epeclfbatbmro. u�ving. total ale content. Metal-Corrosion resistant,self tapping metal screws should be used to Ad anchor rods shall be In confomance with ASTM F1554 Grade 36. Metal Roof-Instal 60 year warranty rolsed rb or standing seam metal the rooms In which controls are located. attach metal wire tie.to metal aonatructlon.8@rows ahouW nstrote st roof sy stem with concealed fasteners,es shown on construction PaItWStaln•Prime wood surfaces Inndrding faces,edges and ends before Cormodot chap rovbw arpent y wo k as regMa and provide tabor end Pouted Concrete Basement Walls-Poured waft shall be constructed of documents.Instal a pryer of fie-retardant paper between roof structure lnatalbtbn.After Insislation,apply at bast one coat of wood primer and Ce�al HVAC ul ment-HVAC shal be a rationale In materfab perlaInIng te carpentry work ae required In saki dacunnene end Excsvatiat-Excavate as acquired for ell construction,utptba,paving and beat 1R Inch Into the metal structure. and metal pa,. Eq P hdy one rig eared 3000 pal concrete with tuber as shown on dravwin s twO coot°of finish tr t as upacilied herein,while oomplytrng wAth al appUaebb build codes. equlpmrent uc Indicated or os necessary.Ex@avatlon shag be perfomred g.%no robot Is shown, 06 600-Metal Fabrlcatbru system dedgnsd b meet local weather aondlUons and butiding so that the area of the site and the area immed surround the site then at a minimum,provide 95 robot(reinforohg suaQ et 12'x 12'on requirements.AD permits and Inspections shall be obtained by contractor Guarantee:a1 wworkmanshl and mate"shag be uarontsed for a and afiectin o rations at the efts will be contirr� � center 9 D Concrete or Masonry-Instal ties with leg bolb and expansion shield or Instal metal datolling as specified on construction documents,Inseg metal ng-Instal horizontal or vertical wood rid ass cified In Interior Painting-Interior paint shag be Benjamin Moore Nature No-VOC as required by apple"build) codes. P 9 a Pa gate end eexcavey (ng Dui In a vertical rid.Patch all polo°and de resado fi mason naps.The fasteners and anchoro should be corrosion resistant. gates,grilse,Iron work,etc.to meet al a bcable buildin codes,with Wood Slit In9 D° rig minimum period of one year after ecteplance by owner,undeas otherwise drolned.taster sh,ap not bs pemrdtted te aoaumwlate In the excavation. exoeedinp 3!B Inch in any dlroalbn.Provide appropriate waterproofing When� PP 9 construratlom duourrorRs.Sldlryl soal be kfbw•dded,atrolght groin and paint UJ�IA.AI top heads mrlog be set below the sudaoe and Robbed stem around the exterior rhnetar and m*ta0 drain a as �a continuous steel angle t Should conform to ASTM A36 appropriate detaWng and patterns as shown In construction documents smooth.Joints should beta and coveted with a suitable d wa Indicated. The excavation shag f t drobu d by Pumping or other utting dory methods flY M fl9 epeolfled and be treated to resist corrosion.Steel a les for Mteh should be a Metal shall be sho built,welded to ther.cleaned thoro h end ainted Blocke at ell ends.When Instating aiding led wi htally,joInis ohould be pad ry !johd AlrtondifloM Unit te prevent softening of the foundation bottom,umrdemwtting off ,or mNnufaduroro r000mmendatbns. rig D g° �y D booked end butt Inns cautked or oontseabd with batten eM compound.Sand the spa@kbd call heads end joint compound smooth end ootih9 minimum 1/4'thick with at bast 3 Inch lo o. with two coats of an entlaust rimer.After natallatbn,a an additional J° DS' HVAC unt(e)shot total be minimum 13 SEER The system wH contain a Darnsges:for the duration of the aonstnclbrr period,the contractor shed other actions detrimental to 9 D PPy dust wet before pomIng.Interior waits es race s a omen coat and Iwo Proper oonttnctbn prooedurea. coat and anl4ftut rimer In roperotion for fk,ish costa P aontxete pad er the condenser,power dteoontects,oonderrsate drains, assume full responsibility for a1 damages caused by hie workers or Concrete Finish) Re tr of surface defects shag p D coots of flat or fem4gbaa paint.Surfaces shop be sanded before each rig- pa begin Irnnnedlatey OT 800-Ruhing and Sheet Metal air dfstrbuUon duais,dilfusero end themrosists.Central unila for ai subcontreotoro'workers.The contractor shag repair andlor replace all Masonry Accessories finish layer h applied. Tronohing for underground utBtlea systems and dreIn Units shag De after ternoval of form or pourIng of flub bundatbn.Provide smooth steel Inais0 appropriate Bashing at all joints of chimneys•domnem.vials,vent condtloning or ventilation shag be arranged so that aMbw h as direct as broken parts,Including glass,n xt riot Y k cost to the owner.AI excavated to the used all nments and de ths.The bottoms o1 trowel Mish for ad interior slab areas and gage surfaces.Provide broom mashlnp-Flashing materlak may be bltuminoun membranes,sheet Divfaion 08 000-Wood,Ptaetics,and Composites po prevent the Infiltration of water. poeWble.Coordinate location of return air unit. open.nga due te oonsWotion In exterior welt end rook of the exlatirrg � 9 D metals or a oombfnsUon ofthese.CoMlnuoue ftnshul shag be inataSbd at pipet end other oonneetton Inns te trenches shag be graded to secure the required slope and shal be tamped finish texture for all exterior Slabs.Slope exterior patio or porch slabs ^g Flashin shall be assembled of 16 ounce hard co Marion Wood-Wood th a woo chap d sanded smooth before r def c dructuro shall be carefu$y protected with temporary closures te prevent 9 pper shkeet metal Veieya lf necessary to provide a firm pipe bed. away from building at 1/4"of drop In elevation for every 1'-0"In distance. thO 0m of the atr apace.Ftaahing mush be at or above grade. 081pg-Ro Ca n eppped.Putty areas with a wpod based tiler where nails or other defecla the entrance of a water,snow or loe Into Interior �° shag io wrapped with 20"wide ey.Us f4"w1do end extend 10 In vain DNlabn 18 000-Electrical ^Y spaces.Any denoge At garage flab,provide poalWe drotnaee and taper Op at gerope%efiead��should be Instated at the heads and stile of d openings end Lumber sheO be of INe,sound ettrak end ro appear In the suAa@e. p perm dried.Proasuro heated dashing from oen at aid n wader,Use 41v1de x 4'lrlgh x chi ng copper Contractor shall provide mechanical des O from water,snow or doe shad be luny repaired by the corrtreator et no cost door.Pstch al voids ond depressions exceeding 3/8 Inch In arty direction. winerover lhs atr spice is Inteffupted.FlashInp ehoukl extend through the lumber shag be used wwinero any lumber shag corn°Into aontrecl with 1lashIng between vet ddlne and roof wriaoes and step ftashIng between dgn on an desbn-0upd bands. whatsoever to the owner. The contractor shag be required to vardy the existence and boation of al face of the brick veneer to form a drip edge.Where the fleshing Is nog concrete mown bleak or sop and when us. p underground utptbs.AD existing uMAWs shot be marked,Identified and continuous,such as at heads end ails,the ends should be turned u ry ing es support members for masonry and roof surfaces.Keep flashing concealed exce t where Palntt8taln-Prime wood wReces Irroluding faces,edges and ends before Clean-up:In addition to the normal clean-up each day,t is expected that protected from dome du Curi After ptaeemenl,concrete sh of be rotected to maintain ro r D deDks,porches or babonles.Lumber for uss et exterior Strap have o exposed on vertical Surisoes or counter flashing. Insisllatbn.After Instelatbn,citify st bast ons boat of wood primer and 18 200-Eiectrleal Power ge ring oonslnrallon. ^g- P P t e approxtmatey 1 frith. maximum 12 rcent mokdure content.Provide ad uate bracts an the oontnolor vrk keep the entire promhea free of debris,dh@aMed nrotduro end temperature.Protection shall ensure that axaessivs vweter Pe eq g d two coat of Mlsh paint.Surfaces ahai be sanded before each Mho layer From eb@trlcal meter box,install vvlrIng te buUdIng.Ruceways te be material•efo. Backfill as required for all excavation.Backfia in Byers not more than 6 evaporation doe¬ Impair required strength or serviceability of the shoring during tin construction process.Studs and jolsfs out to install is applied. buried shal be PVC t2 Plastic Electrical oondult.Where perntted by W Inches In depth and tamper to proper dry density compaction.buckfiUing element. Wasp holes-Masonry weep hobs,each having an area of at bast 70 plumbing and/or whing shall be reinforced by adding metal or wood code,nonrmeisifc sheathed cable may be used.Type THW or THWrN O plywood 9 ry ty bug ngthen member back to on anal ca and 07 7100-Manufactured Gutters and Downs uts Workmanship•it b assumed that a1 wodc wig be pemfonmed by workers shaft^Ole isle plane until ibor fremIn end na Installed. mm(0.1 sgJn.),are requhsd above flmslnln In meson caw well structural rolnforo te stro p paoity D° Outwnlzad Metal 800 wok tntalatlon conductor snag be used,minimum wire size shed be who are ekUbd end ex erbnoed In thetr re olive trades AI Insedatlons 9 Cad Weather-Duo antic constr ction.Wasp holes should be located in the head joints inmediately maintain structural irtegrity.Hobs bored shag not be larger than 1/3 the Install Outlets end downspouts per plans.Attach every 2'.6'on center •12.Aluminum wire aoag Trot be permitted.Wiring that connect Into metal P spa Contractor shall excavate to inn,solid bearin for al footIn waft,etc. ^9 Ipated amblenl temperature candtbns o135 above the flashing,and spaced at 16"on center. depth and not closer than 2'to the top or bottom of the joist. (�wth Straps and/or fasteners.Aluminum should be 26 gauge Before applytnp a Mtln,remove dirt,oil,grease and other hose pertbbs. recessed electr cal panel,as shown on construction documents.Electrical shag operate properly in a first-class manner.Workmanship shall conform To local authorty's requirements and below the frost Ina. degrees F or less,concrete temperature shag be maintained above a aluminum.copper shag be per plans• Wash with solvent.If rusted,wire brush or sand clean, service shall be rated at the e ro riate level of° to tin best trade practices.Finished eurfeose shall be plumb and level, frozen state until a concrete compressive strength of SOOpsl has been PP P mils.Wring from the straight and free of Imperfections and set ftrmy te accurate 02 500-Utiltiles reached.Where reirdoroed concrete h dry or protected from moisture In 04 210-Brick Veneer Masonry Wood Species:Douglas Fir-Larch No.2,no substitutions. o circa meter bolt Sha1 be SE Rabb.Provide Aro-fandt obCuit Intemuplero measurements.Finished product&hat be totally oban end free of Instal necessary utility services,such as electricity,voter,gas and oil, service,or for plain concrete in all service conditions,calcium chloride Oft doll be placed In a running bond wth)oios finished to produce a 07 B00-Joint Sealants Steel and ion In cirouiis required by code. covering materials,bone or foreign materials,etc. sanitary sewerage and support structures for power and communications. added to the mixture shall not exceed 2.0%by weight of oementilbus concave form unless noted otherwise.AI joints that be uniform end 3/8 Wood Framing Use a 50 year warranty silicon based caulk at high expensbrdoompressbn Remove at weld splatter.Grind all edges,projection,sharp comom and Q W CoomdInmte roqulromente vaith btel utOty providero.AI utintbs anal be ttmterbb.For roinforoed concrete sub te other e4rvica aondtbns, inch thick unteas otherwhe noted.OeisOIng,such as soldier oouroea, areas,such as around ohlmnsys,tile,ceramic,and around enamel and welds to a smooth,round contour.Abraske%and blast steel and Iron 16 300"Transmission and Otstdi utlon Extra charpeS:wit be alowod only when authorized In vvritIng by the bootee ate a round from street to u011 ro h this,quoit,etc.,and location ebrick,su hr lop be shown In the Floor Framing-Information below pertains to com entbnal stick framing, pre4abdcated tuba and showers.For exterior windows.door frames, surfaces.In areas where bleating Is not feasible use power cleaning tool. rg ing•unless otherwise stated. calcium chloride added to the mixture shol not exceed 0.50%by weight of D pro-en iroered trusses ere used follow manufactures Provide and instaO necessary oiroutn and by ak pp for appOan�as owner before the charge t Inured. oementhlous materials. construcibn documents.Wall ties shad be hotdipped galvanized 09 9 guldeanes for interior trim,woodwork and other printable surfaces use a char or colored Remove duet and said from the Surfaces otter sand blasting by bruahInO stated In nianufacWrot's recommendations era licable build) code Z UtUlly Connection Fees paid to a utility that be paid directly by the owner g age leg ngage m anatees a 89 Installation.Pressure treated lumber shall be used where any lumber shall Mfex based caulk.Color shag match wood stain or int. end vacuum cleaning.Apply the prime coat as soon as after the o vwire width a hook on the extended toe Pa hed.AD roqulromenb.Branch chcuita shag be wvlred with No.12 gaggle vvlr°. with no morkarp on the fee. Dome Into tbnlreot with concrete,masonry block,roof ourbIng or roof proparalbn h complete end before the dew point b reached.All surfaces Garters)cleaning:upon completion of construction,the contractor Is to gouge horizontal Joint reinforcement w 1re.Joint reinforcement shall be Instal GFi circuits with No.12 vAre in al wet areas,bathe and Warm Weather-During hot weather,attention ehal be given te aocihIn9• bluted end Moobd In ons shag be coated on the acme O°�° oban the exterior of the structure and the site,removing al stains•debris, In redients,roduct on methods,handpn,deWerin,laci continuous with butt Splices between lies permitted.Wall ties shall be Division 08 000.0 ni ° �' extorter outlets. 9 P 9 9 e rig.urea or m0fl Apply et best one coat of egryd4ype enamel rimer end Lvio Mhh costa. etc.Resulting from oonatrudion.The aoniraotor elrafl also oban ed interior 02 960.8tb Restoration orb Rehabptiadon boated te support no more than 2 square feet of vat area and spuced e D J .. and outing of @otrcrete te prevent exeeaslve acnorote temperntures or Girders:Install Irdero In eta areas of fie structure In the arose of new work.AD glass,inside end out, Topsoil Placement and Grading water evaporation that could Impair required stre h or serviceab "cad a pro on center Inche t on Provide rope wlok n eeparobt, a pock lom a in the foundation or on top s Ex eri•Wood Doors slot be completely aleam►ed. A throe Inch Dover of to q or a ro date sop amendment shag be the member or structure. � �Of spaced flPPm+xi^fltely 32 Inohea on center In vertical joins of first course the apt Plate•The pocket should slow a minimum of 1/2"on both sides for Exterior Doos•Fu$exterior doom shop be per plans with copper pen Concrete and Masonry Coatlngp Raceway and Boxes for Eketrleal Systems•Flexible or o0b oondutia. [3) pso pP D over at counter flashing and through wad flashing on al exterior wags. circulation. flashings and weatheatight threshold*.Yuma color appropriate Allow masonry,concrete and stucco to age at bast one month before c0�ng°'supports and nonmetallic duals.Irtaisg condut concealed In all Recycling:contractor shot designate a location on site and a spread uniformly over the sop(9 yards per IOW sq.ft.)and tiled Into the wealhersldpping around at doom. cleaning or applying a Msh.Remove dirt,grease,loose particles,etc. arm•excluding mechanical and ebxriri al moma/areas,connections t° hauler/maybbr for oobetbn of rexryebbb/salvage materials from top six(6)Inches of SOIL Topsoil Shall be a natural,fertile,friable soil, 03 440"Precast Concrete a 200•Concrete hAason 8111s:Irwtal single solid pressure treated lumber horizontally on Where eHbroacence has occurred,wash with t 10%murhtle folutlon, meters and connections te surface cabinets.Coordinate installation of demoUtbn and oonslrualbn uctNdiet. typial of productive soil In the vicinity,obtained from noturoty well draied Provide all labor,materials end equipment to provide concrete structures ry foundation.lf rat floor joists arc present,such es on garage stem waft, It►terlor Doors Interior doom dnee thorou with clean water and slow to thorou h d at bast one conduit In masonry work.urrd&a indicated otherwise,de not inatag O areas.Rototll a1 areas indicated on plans and on areas damaged by as called for on the plans.Erect pro-cast concrete units and accurately Concrete Unit Masonry Shall be in accordance with ASTM COO or C145. then provide two ail plates.Bore hobs In aka for anchor bons. Jambs that be sold 3/4'Poplar pre-hung week before�nU or flea 9 ly ry conduit larger than 21/2 Inches in concrete slabs.Provide a minimum 01 NO-Temporary Facilities and Controls construction,to depth of 4'removinng stumps,all foreign objects and Ian In lace with hoists 1500 pit oompressiv s strength•grade N.Type 1,holow core bad bearing units u.n.o,and have casing on both sides of the door.Casing Shag be ^g concrete cover around conduit°of 2 brohes.Instal conduit free from dents stones larger than one Inch diameter.Place topsoil on a1 areas and D 8 equipment more than adequate for the buds. CMU and shot have a minimum trot compression strength of 1900 pit. per schedule.Fingerjointed Jambs shot not be used. and brutes.P ends to revent ent of din and moisture.Minimize Temporary Utigtits-Contractor b ptovlde end Inais1 temporary povrer At completion,unto dot bs plumb,level and equero,true te One,vith � D ry Incorporate by retooling Into subsoil. a les and a Use Grade N,type 1,specialty shapes bad bearing concrete masonry Roar Joists:Space ibor)oists on°enter(OC)per drawings.Joists shall Division 10 000-Specialities crossovers.Provide Bashing end pitch pocket°•mak wate ht Intfl _ for corrsttuotbn Sate lf required.Connect to existing power service wdtheut ^9 dges parole)width related bupdirrg Ines. � � J° p^9 requirements.Power feeder service chareoterhtb8 unts as speegied.Standard wridth of mortar jobits for both horimr�l and rest on a minimum 1 1/2'of bearing vwood or 3"of masonry.If)aisle are Pocket Doors•Use Johnson hardware.Instal Into wall as per where oondults pass through roof or wate prooMg membranes.Route al diem tl local servloe vertical Ints efol be 3!8 Inch Joi is shot love a full mortar covers e. lopped over irder,the minimum amount of la is 12'and maximum 10 300-Flreplanxs end Stoves she$be compatible with the service from which ft Is taken.Size,type and Seeding-Seed only when weather oondtbns are suitable.AI newly 03 600-Cast Decks and Underla nt j° g 9 . manufacturer hatructbns.Provide necessary herrlvwro os per exposed oonduts patalel or perpendtautar te bu ding Itrrea.AI fittIngo ynte Lay CMU numb wMh ag oourrsea level using appropriate oormror bboke at ovefieng is 1Y.oo not lap at wwood 1-0eams.Joists anal be InatGOed%o manufacturer recommendations Pro{abrbated fireplaces shop be U.L.approved and Installed per shag be UL o roved. loading shad be per requirements as established by the National Electric seeded turf areas ehel be free of broedbaf weeds.Sow seed with Install com enitbus backer-board under ceramic tile,marble and stone comers,window end door jambs.Reinforcing mesh shag be nstaled In that the end of the sub4loor sheets fall directly on the center of the lbor manutacturors specifications. PP Corte(NEC).The oontroctor that provide main service disconnect and mechanical apreadero at the specified rote on a calm day.Sow one half fnishes.Use straight edge as guide to score sheafe face with carbide the three courses above aU openings and shall extend 3 feet 9 inches joists•Nag Joists at each boats ng point using one 10d nag on each side. M ovea@urent protection at a convenient bcalbn In accordance vAh fie the seed In one direction and the other hall at right angles.Seed shag be tl worm knife and ens u ward abn the score One.Large cutouts pit ng, ry 08 ON•Windows Chimney and Rue-Top of Chimney shag be boated 2'Ar Lager In Fasten macaw ays securely In place.Firmly fasten within 3 feet of each 04 _J W NEC.The Contractor shag provide power outlets for construction raked Lightly Into the sop to a depth of 1141nch and mid with a rein Peed 9 P P 9 beyond earn tide ofa ni Mesh chap be metaled In eve third course Naih shag be at bast 1 1R'from ends Provide and instal namsaa windows and a ro date hardware to elevation thane int within 1(r-W.Fkua shag be U.L.a roved and outlet,junction box,cabinet or fining.Su rt eve 10 feet. webhfng trot more than 100 units r use°ciroutar aaw width carbide tiPPed�• of all masonry grit wvafls.Cut bock with a oamborundum caw.Use solid ry PP P mil Po PP 00° ry operations,with branch wiring and distribution boxes boated as necessary po pit West foot of treed.Keep the bad-beadn block when used for stnrctural u operate and lack windows.Windows shall be Bashed per housewrap end installed as per manufacturoro instructions.lf multiple flues are used In end dot provide itmrible power condo as required.Provide and Instal surface metal by a fine spray until the grass shows uniform germinetron 9 roq p rpose. Exttrior Walla-Ag exterior wags shag be aondruated with per drawings. 3M recommendations. the same chimney chase,an unrequal projection or height of flue above the Wiring Devicea-Instal receptacles,switches and cover plates as per W distribution equipment,wtrirg and outlets te provide single phase branch over the entire area.Wherever poor germination occurs in areas larger Floor butatiatbn-Instal over Interior wood or concrete sub4looro Provide tobd blocking et mid-helght of all wept.For exterior comer joints, stack shag be used to sat uard Inat smoke ext Ing than three(3)square feet,reseed,rob and water as necessary to obtain Ensure sub4loor b stncturaOy sound.Ensure the sub4bor is not Foundation Walls shag be constructed with per the drawings.Completely Instal(3)studs nalled together unless using advanced framing per enter another. i^9 one flu°end Insarl gmyn documents and Mao schedules.For exterior roptacle ar olrou b for power and ht de Replace any loose,warped or de Division O9 000-Finishes locate grey cover plates When Iwo m nn fa awiiohes or receptacles are proper germination. merged• malted boords.Aiake oertaIn bed CMU with type"NP mortar.Flit eg oeaa oontaIninp vertical mbar drowrbugs.Where Interior partitions meet exterior waft,Inateq 2 studs sub4bor h oban and Oat.Exterio grade Plywood or hardwood subaloor (reinforcing steeQ with 3000 psi Concrete.Reinforce masonry weft with fastened together with blacks approximately one foot long.One block is boated together,gang with um common faceplate.it they cannot be ahotdd be at least 1 W thick(5l8 minimum)In order to provide fora 08 200-Gypsum Boats 10 600-Bath Aecassortes ganged,Indal vvth a minimum dletenoe between unfb.Insist a1 Sanitary Facllltles-Existing fucilitbs ehaU not be used.Contractor shag stn►ctu wild,movement free foundation.In addition,the hoWipped galvanzed 9 gauge steel"H wire frussdea�n masonry Pboed at ihe bottom,one at the top and ors about tenter of the studs. µells or Scram:Naga and Scram shag be a minimum 3/8'and a receptacles at within baseboard,unless otherwise noted.At countem, T Division O9 000.Concrete � flPaGe provide and maintain In a neat and sanitary condition such between the joists should Trot exceed 16'on center,In any case,the hoozorntal.val reinforcement a minimum of every other course,and robot maximum of 1/2'from edges and ends of walboard and the heads ehel Contractor shal Instal toilet paper rob,towel bare soap dispensers and locate receptacles at 44'on center(OC),above finished floor(AFF).Install accommodations for the use of his empbyeas as will comply with laws and 03100-Bask Concrete MaterWs and Methods maximum aiwable concentrated deflection of your sub�r may not (reinforcing stabo.Install reinforcing members as recommended by Roof Decking-Provide and Instal exterior sheathing of APA rated and be seetad nnghty below the surface without breaking the paper.Nags other accessories as directed by Owner. switches at 48"on center(OC)above flnhhed floor(".Locate fight regulations.Temporary toilet facilities may consist of portable toilets. AI concrete work shot be deft ned on the bests of'Stroh h Desl n'in exceed LIM of the span.Stagger)olnts.Do not oUgn with plywood manufaaluter.Provide a 24'x 48'minimum m door to crewlspace. code certlfbd Exposure 1 plywood panels.Sheathing shag be Installed shall� oed not te exceed T on cal switch cover T 9 9t g flP° p^98 or 8'on efdeveft.Head plates 8'from ironne of door or corner of wa1. Toil fact itles that be kept supplied and clean and In santary condition ocoordance with ACI 332-10'Residential Code Requirements for joints•Never slow a1 four comem of sheets to meet at one point.Apply a Bond beams shoU be oontlnuoua across all joints and grouted solid aver a with the face groin running across the rafters,vadiml joints staggered. diameter shot be a nominal 1/4'with the length 1 1/2'to penetrate a Tub and Shower Doors until the completion of the work and then shot be removed from the cite. dry flat mortar or modified thtnset te sub•lloor per manufacturers metal lath grout border with maximum grout Oita of 4A feet without Nags%hat be 8d common or 10d box nrepe 8'a art on the ends po p pert'cleaned and graded Structural Conrcrete.'Concrete work shag be proportioned In accordance r000nrnnendatbns.Fasten bucker-boats aheela vvth ro r naps or cdaan outs Rod a1 titled Deft In bond beams for ro r dens See °D°Q8d D mi imum of 7/8'I►to nailing member.Nags shall meet the minimum Shower door*shot be constructed of tempered safety glass with aO 18 600"Lighting U n romaval the ate ehadl be ro with ACI 301'S olfbations for Strudunrol Conomete"and ACI 211.1" D Pe P Pe k. end 12"apart Inside.Instal Huth pywood'W clips between each piece of requirements of ASTM C514 and may Include coated,etched treated or ex sed ed lshed and rounded. Provide necessa cimuts and pit Gomm every W over the entire surface.Keep the fasteners between 3/8' Waterproofing and Damp proofing In Division 7 for waterproofing decking,every 48'. annular rIn shanks to Po 9°8 Do ry tad a co n tr Ikturos at ant below.ct Recommended Practice for Sebding Proportions for Normal Weight and 3/4'from sheet edges and 2'In from sheet comers.Provide Information, g hnprove wtthdrowal ro.ismnoe.Oryvv&1 torewa iiphtlrrg shad be switched os noted on oonsWcibn document.For exact Temporary Barriers and Enclosures-The contractor snag provide Concrete•, expansion joints where required, shag meet the minimum requirements of ASTM C1002.Bugle-choped DNlabn 11000•Equipment locations of tixturos,see oontstructbn dooumertte and Msh schedules. bartbro te prevent unsulhorized entry Into oonalrnctbn area%and te Sheathing-Provide and Install exterior sheathing of%'rated plywood heads that be 0.315'In nominal diameter and contain a No.2 Phillips Fbdure alow ances are listed In Contmat Documents protect extWng facilities and adjacent properties from damage from Concrete slabs,atlas,drive 04 400-Stone Masonry pansls.For plywood panels,nails shall be 8d common or 10d box;8' driving noes&.Type W screws are designed for easier fastening in 1100 00- p ways,wage and foundations shall be Countertop Inttaibtion-Ensure Dabber*are level and secure.Use Eputprment construction operations and demolition. construded of a minimum 3000 to 3600 d concrete see Individual minimum 1/2'exterior rode Inded exterior°tone veneer per menufacturees recommendations. apart on the edges and 1Y aped on the studs. �• 18 700-Smoke Detection Sensors eml P ( 9 PM�wood poslttoned across the wood cablrrel. ��rnook-up sample on site for rovbw h'thowih9 verbtion of atone epactbati n sections for exact pit requirement■for each section)•28 day Space between plywood supports s not to exceed 16'on center.Do not dzeS a moc and mortar mend Doer.Seeing vancdon documents 11490-Residential Appliances Insist at bast ono smoke alarm on eve floor of a structure nclud the Ot 600-Product Requirements test,with a 4'minimum to 6"maximum slump maxi mum,airantrolned to 5 allgn backer-board with plywood joints.Sheet ends and edges must be pase Subllooring-3/4'tongue and groove plywood subabor or Advantech lf JoIMs:At gypsum vwlboard Joints Instal a 2'strong,cross threaded tape ry supported by perimeter framing.Apply a dry act mortar or modified thinut for location and detailing of stone veneer.provide flashing where Indicated. Instal electrical or gas appliances as shown on construction documents, basement)and outaide each sleeping see.Smoke aims are required In All ten sit b lop ns or Mat d In shot 0000rtand vd.the terns n durora r cot No additional water shall be added a Oonorote after slump test r te pty�per manufacturers recommendation.Fasten backerboard °aid for In ies plane shag j n sdabed with screws and approved vith a areas tensi strength hi 45 ilin per Meal Inch.Press a strong,good Incl ding of venting end auppy requirements per manufacturero at sleeping rooms,according to the NFPA 72,Ma0bna/F#v Alavm Coale®. wrtlten ePacgkations or Mtterfafe Institute Standards.AI Items not recorded.Cy/rdero shag be taken from every batch truck and teatad for tubdbor adhesive.Stagger Joihb a minimum 2 stud cpaoet.For attic quality tape fimly onto aheathIng)oInts end around @penIngt,Imbedded In roconnmendstbr►s. Mount the smoke alarms on ce S speoi11oak mentioned that are required to make the work complete and compressive strength at 7 and 28 days.Concrete should be a mix of high sheets wth proper natb or screws every 8"over the entire Ludoce.Keep Do not use frozen materials or matertah mixed or coated with be or frost access.Indall plywood across al floor joists.. joint cement.At comers end angles,Instal metal comer beads as ping or high on wraps.Ceping-nwunted o rotbal shag be b►Oluded. the fastenena between 3/8'and 3/4'from sheet edges and 2"In from sheet do not build on frozen substrates.Comply with Doll and hot weather alarms should be Ineistbd at bast tour Inches away from the nearest wag: pit grade Portland cement,clean sand or granular fill and washed gravel or co�ro•Provide expansion joints where required. specified by manufacturer,If comers are rounded,Instal comer aorndtuofbn roqutronnenis oonisIned In ACI 630.1 Do not us admixtures Rurtrsetabte Ststrs waaLnrounled elamn aheuH be inafaid at beat tour Inches,but not more otuahed done a*coarse Aggregate perAC1530.tvtaximum aggregate Ineered Lumber-AI a Inserod baleen a++al be instaged roInforoeneM as requited.Spread gypsum vnagboatd mud at all tape Such as calcium chloride. Dar penetrations and where a smooth Instal a wood 30'1Mde then 12 Inches away from the calling.On vauted cebngs,be sure to histoMMon and Storage-All materials,supplies and equipment anal be size shag be%w.AD aggregates shag conform to ASTM C33.Gravel Wall hkstaOadon-Ensure fromtrrg s structuraly sound.Nomla)Y x 4' manufacturer's recommendations. )@frogs,comer beads,uila and screw pulWown statr&yatem ns Shown on construcion mount the alarm at the highest point of the calling.Don't Instal smoke Instelled per manufacturers recommendations and per applicable codes should be well graded and not exceed 1 1/2'In aim.Water shag not wwood or minimum 20 gauge metal Studs mud be straight propsdmlyy aligned sudece is needed.Apply seoond boat of wallboard mud after a minimum documents.Trim opening with appropriate window easing to match alarms near windows,outside doom,or duoto where drags ht tMerfere and requirements.Material stored on site shall be protected from damage exceed 5 U'2 gains for such bag,unless sand Is very dry.Concrete shot end spaced a maximum of 18'on center.In tub and shower enobauroe, Mortar-Portland Cement:ASTM C 160.Type I or 11,except Type III may 24 hours.After drying(minimum 48 hours),sand all joints and other areas i+te►ior trim.Confirm Sim of opening meets bowl building codes for attic ^el by molsturo,wind,sun.abuse,condition%that contribute to mold and be mixed using an approved batch machine or mobile miter until uniform ensure that the framing is adequately reinforced at the comers.Sheets be used for cold weather construction upon approval by arohbot.Provide Mkax�m Lumber shall have i minimum bending design values(Fb)of b a smooth consistent surface. access.Provide appropriate pun string or chain for access tnrtlr ihetr operation.Do not paint,apply flnhh or abattuat smoke abrma. mildew,or any other hamdul effects. in color and providing a 4'minimum to 6'maximum slump. may be Inalaid vertically or horizontally.Soom and Sap sheet°to samples of color for approval.Provide latex additive per manuroctumes 2,800 pal and a modulus of e�daty o11,900,000 psi. required saes and rtake necessary cut outs.AI joint ends and edges written instruction• Interior Walls:Sheath wale and De Substitutions-At substtutions shot be approved by Architect prior to 03100-Concrete Forming and Accessories must be Supported by a shuctural framing member or added blocking In Parallam Beams and Posts shag have a minimum bendin des n values iram g,gypsum way with l either DNlabn 12 00 00.Fumlshings wet areas,ir►da1 a nroisfuro baroer ouch as 15 Ile.F between studs 9 � vertically with long edges parelel te framing,or homimntoly wtth long purchasing.Architect may Faisal substitutions for any reason and without Provide ag tabor,materials and equipment necessary for the completion of and buc s,Ins st moistl aheeb flit above floor,tub t)shower pan. Wal ties shag be hotdipped galvanized Wt'7 diameter ASTM A 82,with �)2000 pal end a modulus of elasticity of 2,000,000 pit edges at tight angles W framing members.Apply one layer of 4,V,9',17 p ASTM A 163/A 153M,Ciasa B-2 Wall ties that be boated to rt no or 12'toot lengths to all wrafl surfaces.Offset joints between 12 390•Countorto t cause, the plain and minforced concrete called for on the piano.Concrete when Fasten backer-board sheets with proper roils or screws every S"over the suDD° layers et bad Counter tops shall be provided and Installed per construction documents de sped shag have a to more than 2 square feet of wag area end spaced a maximum 24'on 06 200-Finish Carpentry 10'. gued onto 3/4'plywood po mperoturo ranging between a minimum of 60 antic auRaca.Keep the feater►ero beMeen 3/8'end 3/4'from sheet end Mfah eoheduba Counter surfaces shed be degrees Fahrenheit and a maximum of 90 degrees Fahrenheit. edges and Y in from sheet corners.Set fastenner heads flush with the center horizontally end 16'vertbaliy.Instal additional enehom within tY AI architectural trim and woodwork shall be No.1 grade material suitable or appropriate substrate as recommended by manufacturer. 01 700-Execution end Closeout Requltertments surface,without overdRv Provide ex nsion ints where ro uired. of openings,joints and perimeters.Set stone In full bed of mortar with fun for appropriate finishes.Wood that wit be stained shot be @bar of knots Celli Ing. Pa Jo q rigs:Apply a sInOb layer of gypsum walmoerd across the support& The axeoutbn of a1 work shall be In strict accordance vvittr those head lid*U.N.O.Provide ro wick wee Construction of Forma-Construct wood forms of sound materal,and of b pit p-F►obs,spaced approxitratey wth oon@eaied joints, and fasten with nails or Screws.01%at joln s between layers at bast 10'. Division 19 00 00.S i ,� �SV��O� specifications and manufacturers written specifications or Matedafs 32 Inches on center In vertical int of fist course over all counter flash pee al Conatruetioh Institute Standards.AD work not° mentioned that h uired to the correct shape and dimensions,conrstructed tightly and of sufficient 03 600-Grouts j° Nails are spaced 8'on center(OC)wth 1 1/4'heads.Screws are spaced �i ptional sh roq and through wall flashing on all exterior wags. 12'on center 13 000-SpecW Consbuctlon make the work complete end operational shell be included. strength.Brace end ib the forms together.Make foo,ta and seems Conorote surfaces te receive grout shag be prepared by removing MBDwork-Mohturo content for Interior woodwork shag De b10 peroent te (�)•Ceginp Mlah anal be smooth. PERMIT mortar tight.Install leakage control materials In accordance with defective concrete,dirt,op,grease and other foreign matter to achieve reduce excess shrinking.Provide end hstafl Interict wood trim as shown manufacturers tnstalatbn Instructions. sound•clean concrete surfaces, Adhered(thin)Stone•Insist per manufacturers written Instnwtions. In construction documents. FIfo4Uted um Wallboard:In 13160-Swimming Pools V` R• k A Codes-Cormtrudion shall comply with al applicable notional,state and Instal flash over sheathin and behind wether4esisteanl Sheathl GYPS g codes,around gas water heaters �,/ local buOdl oodet. � 9 � and ea roqutred by appdoabb building code°,Instafl 6l8'Type'X' ti opppcabb,insist a fully operational Imvground pool system aonslsting of a ^9 _ paper by fastening through sheeting Into framing.Instal lath over Archttsctural Woodwork-Provide and instal custom woodwork as fire•vita l gyps+m walboard•Nails shag be 1 3/4'ion ed a maximum plumbing,gunge concrete shell,valves,fester and heatin stems,ed@hb �%T MUM DATE: Chsmfe ndd exomers d U Provide not d.p ovide c s In forma for ei Gpadded Mi fleet to spread the p ocut over a wo men aeon.of a Pudn athing paper end breathing foyer(see details)to Damply with ASTM C described on construction documents.Pre-febrbated woodwork should be of 4'on center(CC)around perimeter and B"on center(OC In the Reid of controls,M»rs and decking.Iratetbtion shall Comply with all local, Messuremerta-The Contractor shall check and verify at dimensions and comers fnp it exit s pa rout d o across the Info to fame tt down Into the f t Orout 1053.Install lath over concrete masonry units to comply with ASTM C •Dec ed below. the board. regional.state and national @ode conditions before proceeding with construction.Do not°Dab drawings. 9 �o°a J0 g° 1053.Install scratch coat over Metal lath 3/r thick to co vdth ASTM � requgn,pu p,fiber,but col pply,d te � �� A 6.09.22 all the joins except those needed to alow for expansion joints speclioely C 926.Cost back*of dons unts and face of scratch ocal/CMU wrdh pernits.Iripedbns,a tests. at design,Pumps,ont,water apply, Noted dbmensbna tole precedence. wwete water,pressure tech,water heating equipment,ebatrdcal sydeme. Embedded Items-make provisions for sleeves,anchors,Inserts• along Postures,between the floor and wags,or jobHs In comem In bet een cement paste bond coat,then butter both surfaces width setting mortar. Wood stairs and Railings-Heights of treads,lengths of Floor*and Water Resistant Gypsum Wallboard:Around showers,tubs whirlpools, �titthugs structural foundations ad pool safety equipment and Workmanshl Workmanshl shag conform to the bed and h hest water-et°Ds and other feature& wale.Expansion jotros will be sealed with caulk after the grouting process.Use wflkkM Monet so a slight excess will be foreced o t the edges of overd width of stairs shag comply wOh applicable building codes. or as required by applicable building codes,Instal water resistant dnywag. ��.See landcapatng,civil drawings for pool specific*. iREYIs1ON DATE. AMSION NO.t P- D b Once the appropriate Joints ere packed with grout,scrap the excess grout the storm units as they are set.Tap unts trio place.Rake out joints for Headroom Shag be a minbnum of 6'•8'meaauted from the front edge of standards of quality In each trade and shag Include el Items of fabrication, Form Ties•Use form t eS of suficibnt ire and In suHlabM uantldes off the surface of the file with the grout float.Hold the float at a sharp angle���,�,rrrorter te depth of not boa 1/2'.Rake)otnb te unform the tread to a line paratel to the stair run.Steh treads shall be constructed 09 300-TTling constriction and inctalatlon.AI work slot be completed by&k0ed ^9tth q end again use diagonal strokes te keep from digging Orout out of the de of 6/4"thlDk lumber,risers shag be constricted o13/4"Ruth rode lumber• Excavation e Excavate pool area end provide e.Soil to h bearing surface - tradesmen and mechanics.Instalation of at equipment and materials shag t°prevent spreading of the forms.Place ties at bast 1 Inch away from the Ida Chan u the excess rout with a lea pt hs with square bottomms and clean Sides.Prepare stono4DIn% 9 Tile,Marble,Slate shag be appropriate grade and Mich in amxrorderce on ovation-soO of ro be in drdd accordance with rnufacturors recommendations. bushed surf e of rod&Inncreenorote riot use ti ae�ed f S ace 1 fe buckets le oban ve ex Wipe attest grout oR the ge an of the lees Wrero ssetM�morta�rornor be to de As dust andthan arrows. s�tr awnde�string m shall be o oD dempltg ea shown In nail with applicable build ng codes and owner requirements.Contractor shag bearing capacity of 2000 psi Remove excess dirt and fig to provide forty 1 1• DP P 9 Pt 9 9 Property clean all surfaces to be covered and Insist appropriate ro r elevation end drains v`. form ties equldisisnl and symmetrical and One up both vertically and using a oban sponge In chcular strokes.Once the the surface is oban, areas,apply a pointing mortar.Point stone joints by placing and construction documents.Provide shop drawings for al state. underlaymeM r manufacturer*reconin ndatbnt.Instaftation should be P 9e of pool deokIng end surtoundlnO°tee away Cl eani ng and Waste Management-Construction Site to be In a oban hodzortely, make another pass paroil to the grout Ones to shape the grout ides In compacting pointing mortar In layers no mote than 3W deep.Toot joints carried out with a abw setting cement adhesive,well mbted per from pool and orderly condition throughout the construction process.Clean Interior the Joints.Smooth the joints down a Ott below the surface of the tile. when pointing mortar Is thumbprint hard.Provide chwirtg. DNlabn 07 000•Thermal and Moisture Protection manufacturer recommendations. �Q 0 spaces prior to the start of Mlsh painting and the application of other Clean the remaining ham oft the surface of the the with a sponge or a soft l 3 �� finishes.At the conclusion of conror ction,the project shah be property Cteanouts and Access Panela-Provide removable @benout sedbn.or tag•In 24 to 48 hours after the grout has hardened,caulk using a clear Division 15 000-Mechanical cleaned.This should Include but not be Omted to;cleaning the interior access panels at the bottom of a1 fomu to permt Inspection and~111e tublahower caulk or one In a color that matches the grout in the areas that Bluestone Paths,Terraces and Walkways-Provide bluestone patrol, 0710 00-Damp proofing and Waterproofing Floors:Contractor shag property oban ag surfaces to be covered and /� and exterior glass,surfaces exposed to view,remove temporary labels, cleaning of boas dirt,debris and voter material.Clean all forms and you @lowed for your expansion joints and over joints that may amok VMWA ye and terraces where ahown on drawings.Contractor to aPPy AI Joins and penetrations In wage,floors,and roofs shall be nude install appropriate underloymment per manufacturero recommendations. Contractor ahal provide mechanical design On an design-bull bads. ` O � ' stains and foreign substances,pormh transparent and glossy surfaces• surfaces to moelve concrete of all chips,sawdust,and other debris and because of movement.8pectfloaly area°between floor ti and cabinet samples of bluestono to be used and provide 3YT sample of stone watertight using approved methods and materials.Wsterproollng and 15 400-Plumblrtp �► ��i VV vacuum oa d and soft surface areas,swee and mmo all tied thoroughly blow out with compressed air just before concrete s placed. too-kick;between floor or wall the and bathtub or shower,between floor installation on site for approval Bluestone set on conrorote shag be set In damp prooMg shag be per dro s. walla:Contractor shag props oban at surfaces to be covered and 1� SPECIFICATIONS hTxete P P � riy Plumbtrng shag be a fury operational system of hot and cold water. 1 thick Portland cement bed over concrete ebb.Bluestone set In send surfeoee,etc.Replace titters of operating equipment.Goan equipment and wai fib;and el the instde comer where two wale meet.FII ihe)oInb bed��he�In Y%and bed over 4'crushed done base.Jolnta te be hnatafl appropriate umderlaynnent per manutusaturore recommendations. Provide and InalaU all plpIng,soil,vemRs,drains,aevvage removal end and fixtures to a santary condition.Clean exterior such as debris from Concrete Accessories-Provide 1/2'thick by 4"wide bituminous completely then smooth them out with a damp rag or appropriate tool band tight 0 @ 1!4'max. Slab Foundations-Install a 16mp polyethylene vapor baffler In all slabs, water supply systems to connect with appropriate water and savage rocs,gutters,landscape aroma,driveways and walks,etc.Remove a1 expansion joint raterW at all Surfaces where ebbs adjoin reload slab, Caulk around plumbing v&oe,strike end faucets to seal them from water directly undemeath concrete.Lap Jolla Trot loss than 12 Inches and tape Thresholds:Install marble,state,etc thresholds between roonVroom at Systems.Provide and Install appropriate insulation around piping.AD ,Aeate and surplus material. crawltpooe or basement stamnvol CMU or poured foundations. penetration.Glazed ceramic the surfaces only require grout joints to be and seal In accordance with manufacturers guideflnes. door openings. permts and Inspections are to be obtained by contractor. coaled which will provide an enhanced voter and mildew realdaM surface.O4 600-Masonry Flmplaces Prote@ti Installed Construction-Contractor to rated al Insisted 03 200"Concrete RelMorcing Apply a silicone or waterbased grout sealer to ag joints per manufacturers Instal masonry fireplace on poured slab or concrete block base,with a1 mil P Crewlspace and Basenent Wags-(rsel necessary veterprooMp 09 ti00-Flooring Sewer and Waste Piping•Orotroge system aha0 be Schedule 40 PVC construction.If roducts or materials come whh a rotective Coati RelMorc steel(robot)that be minimum ASTM A615,rand 60.AI recommendations a minimum of 14 days after grout has been Installed. calls filled with 3000 psi concrete.At firebox area Instal fire brick on aO P P ^9. � 9 sides,end hnbed vvfth morier.glow for water tra In flue end teat ion �°�system b exterior basement waft and faundetbn surieoes,from Contractor shag property clean e1 euAaoes te be covered end Instal) PIPe,or cast Iron.AI connections shag have PVC xxment or appropriate contractor shill maintain protective ocathwg until construction is oompbte. reinforcement splices shag be as fogoww:t5 bars 25'minimum,•7 bare D a point 12'below the lowest ebb to rot loss than 8'above Mlsh grade. e ro mate unde Int compound and assembled ht for no lea Contractor Shall replace arty dome that becomme defective or damaged. 35'minimum.AD robot(reinforcing steeQ shall be boated 3"clear from Non4hrink Grout-tightly roughen concrete surface for maximum damper.Install ash dump If fireplace is on outside w a l or es otherwise Instal as recommended manufaxturere uidelines.Instal a minimum 5" PD P flay Bent or preparation per menufacturoro shot be constructed of Sehed 40 PVC.Valves shall be Milwaukee Ins . bottom and side of fooMg and 2'clear from top.Locate vertical robot bonding per munufacturors recommendation&Cover concrete areas vidh specified.Cataling,such as soldier countes,rowboks,quoins etc.shed 0 r000mmenrdatbns.See above for pie end atone floor fpectk atlOns. be shown In the oonstruclbn doounwenfs.See eonatnredon doarnnenb for sbtied droln pipe wllh a poeftive outibw around extembr basement wall Brand or equal.BurUdtrnO sewer shag to vtdlbd clay pipe or approved Operation and Maintenance Cab-Contractor to provide Owner with a1 (reinforcing stwo per drww n w At teinforoemeM splices,shall be In protective waterproof covering until ready to place grout.Align and level ca late footing&,imbedded in a boss fil gravel,minimum 12"deep.Slotted drain Schedule 40 PVC pipe.Connection to public sewer system"I comply operation manuals warranty Information and training on use of systems. accordance with AG 318 for'Strength Design.'AI reinforcement steel components to be grouted and mai Lain In Mal position until grout pie detob. pipe should be wrapped with an appnopvtate geo�eehnical fabric to Wood Flooring"Instep a single layer of 15 lb fat vapor border between vrlth nd local requirements.Caulk joints or provide neoprorie gaskets for shag be accurately placed,rigidly supported,and Itrmy tied In place with placement Is complete end accepted.Install fomre for growl around bases prevent eUt buildup.Install other drabs necessary for positive site sub-lbor decking and hardwood floors.When Instapng hardwoods over a all saver Ones,Pitch Shall be a minimum 1W per foot for sop Ones larger bar supports end spacers In accordance with ACI 301 and AG 318. and other spaces fo be grouted.The tops of such forms shot be one Inch Division 05 000-Metals drainage, concrete slab Instal a layer of 3/4'plywood as underlayment over 6 mil than 3'diameter and a minimum of 1/4'per foot for sop Ones 3"diameter Division 02 000-Site Construction above the surfaces te be routed.Place rout In accordance with the poyethylen e.Along walls and permanent ob instal moW to 9 9 �°• In9 or leas.Insulate eU interior droknlwaste piping vvitln ball krstrbtbn for 02 200-Site Preparation Welded Wire Fabric Reinforccl mnenufacturees recommendations.Pour grout from one side only until 06 000-Metals conceal expansion area. sound attenuation,Clay pipes may be used for decorative dro a In ^g Fell On all roof ourfavoea Instep a minimum No.15 asphalt Immpregnsted I^a9 Contractor shag follow soil end Oregon control plan and Best Managemment yid wvge fabdo shag be 8x8x1Ox10 and conform to ASTM A105 and be grout rises at least one broh above the plate on opposite aide or saki plate•Contractor shot review construction documents and provide labor and rooting felt.For roofs that are steeper than a 6:12 pitch use a°Ingle layer yards• _ . Practices(BMP)of Authorities Having Jurisdiction. boated In the center o1 the depth.Instal at ebb on grade conditions. Neatly trowel edge°of grout base,tapered at an angle of 60 degrees. materials portatnkvg to metal work as required In sold documents and as of fell For roofs with lose than a 6:12 pith Install a double layer of fait and Pre4indshed:Mod flooring shag be tongue and groove construction and specified heroin,while compytng with oO applicable building codes. overlap a minimum of 18".Overlap tot a minimum of 4'vertically and 12' miO square edged for a flat smooth suriuce.Wood flooring can be Water Pipes-From public water Una,Install Type"L'or 101.5' horizontally.Continue fat 6"up all vertical Surfaces and 4'over gutter and Oe OP OS GENERAL STRUCTURAL NOTES POST(S)ABOVE BEARING ON HEADERS OR BEAMS BELOW SHALL HAVE A'BC'POST BASE,TYPICAL rA coL.+BLA. Evan Sakofsky Table A-3A Ratter and/or Gelling Joist Top Plate Lateral and Shear Connection Table 3e22F Jack Stud Requirements � 1` � °_ 1. ALL HARDWARE SPECIFIED AS SIMPSON STRONG TiE Requirements-Exposure C (For Headers in Exterior Loadbeedrlg Wells) 1� ° 2. FOR SLOPED AND SCREWED CONNECTIONS USE LSU/LSSU/LSSUI FACE MOUNT HANGERS. (Prescriptive Alternative to Table 3.4) ft 3. ALL POSTS SHALL BE SUPPORTED DOWN TO BEARING STRUCTURE TYPICAL POST OF EQUAL o O POST ABOVE VARY A R C H I T E C T STRENGTH. Ground Snow LAW (SEE PLAN) 4. PROVIDE MIN.(2)2X10 HEADER WITH SPACER IN BETWEEN OF RIGID INSULATION U.N.O.AT ALL NEW Three Second Q a Wind Speed as 90 too Ile Ire 130 140 Ise -- �J 30vd Holler so 70pir COL.+ C BC POST BASE(SEE WINDOWS/DOORS C MFTR CATALOG FOR 7• 4.s" S' 6• 3' 4.5• s• 6• 3• 43' s" 6• 3• 4S" S• 6' °' S. PROVIDE POSTS UNDER ALL VALLEY RAFTER ENDS,HEADERS,AND RIDGES. ReftadCsillagJoip wdlHd NtumberOfadCotmthoaNailsoriOdBo:Ndb(Iberhaped) 22) o G SIZING) 6. ALL LVLS TO BE UPSET/FLUSH WITH FINISHED CEILING U.N.O.OR IN WALL CAVITY. Spacing(lo.) (hU RaqubodIn6ach,iLl�grandAor Ceiling Joist to Top Plate Cotmectlea0m He,etT Haver BEAM VARIES IN 11 Berkley Lane 7. USE SIMPSON HEAVY DUTY HANGERS AT ALL FLUSH LVL BEAM CONNECTIONS, a 2 1 3 1 3 3 3 3 puting Span NttmberofladcStudsRequiredatEach&doftheHeader'y r WIDTH/DEPTH Rye Brook•New York 8. ALL CONNECTORS IN PRESSURE TREATED WOOD SHALL BE G185 HOT-DIPPED GALVANIZED OR 12 l0 1 1 s 3 3 3 4 a im 1 SEE PLAN 10573 2 1 l 1 1 1 1 1 1 t 1 I t I 1 l t STAINLESS STEEL t a s a 4 4 4 4 FRONT VIEW SIDE V EW 16 4 1 1 1 1 2 I 1 1 3 t 1 1 3 2 2 i 516.314.1385 B. POSTS SUPPORTING BEAMS FROM MORE THAN ONE DIRECTION:PROVIDE SIMSPON CC CAP. l0 3, 3 4 a 4 s s 6 : 1 , , 2 2 , , , 2 2 z 3 2 : : DETAIL:TYPICAL COLUMN BASE PLATE DETAIL'TYPICAL POST ABOVE ON HDR./BM.(BC) 10. ALL FRAMING LUMBER SHALL BE GRADE-STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE NO.2 a ♦; 4 3 3 S S 6 6 Roofand a 2 2 2 1 3 2 2 2 3 2 2 2 4 3 3 2 OR BETTER. I to 4 4 S 3 S 6 Colons 10 3 2 2 2 3 2 2 2 4 3 3 2 S 4 3 3 11. ALL LVL'S SHALL BE 1 3/4'WIDE,MINIMUM 1.8 E.U.N.O. ' IheCMptiveil21ftbded apomplibmio7Yhle3A. 12 3 2 2 2 4 3 2 2 s 3 3 3 6 4 4 3 COI LC�%-STL. 12. ALL SHEATHING TO BE APA RATED,EXPOSURE 1 OR ZIP PANELS AS NOTED. r Tabulated eonaectiee raga wmassu asmmsa botmir.a located In Hxpowre C. 14 4 3 2 2 4 3 3 2 s 4 3 3 7 s 4 4 PLATE TYP. BUTT LINE 13. ALL SUBFLOORING TO BE APA RATED PLYTANIUM STUR04-FLOOR EXPOSURE 1 3/4`MINIMUM ' When cogi9tlobts are"lled" 16 4 3 3 z s s s 3 6 a a 3 a s s a � WITH)C generic m tsrllne,the sum of the toenails in mesas` taDFog Jobt abaT1 egml or exceed the 3 I 1 1 I 1 I t 1 1 1 1 i 1 1 l 1 ubutooedamnb�rdmiW 4 1 1 1 , 2 1 t 1 2 2 2 1 3 2 2 2 :�,,, MIN.GAP IDGE BEAM THICKNESS.ALL EDGES OF PLYWOOD TO BESET ON SOLID BLOCKING.GLUE AND SCREW ' PLYWOOD SUBFLOOR TO FLOOR JOISTS. ' To avoid splittlea,no mom them 2 to"Is shall be(mulled In each aide Ora rafter or oeltina jaht when Usearted to a 2x4 top Roof,Coni 6 2 2 2 1 3 2 2 1 3 2 1 2 ♦ 9 2 3 )�"MAX. 14. SEE DETAILS ON SHEETS-1 FOR STRUCTURAL CONNECTION DETAILS.CONTRACTOR TO PROVIDE plate or3tdonailsIn=&sidewhmlhtaeedtoa2x6 top ptm. and one a 3 2 2 2 3 2 2 2 4 3 3 z s 1 3 3 GAP •' (SEE PLAN) CONNECTIONS AS SHOWN ON SHEET S-1 U.N.O Center 10 4 3 2 2 4 3 3 2 s 3 3 3 6 4 4 3 15. PROVIDE BLOCKING AT PERIMETER OF ROOF SHEATHING PANEL EDGES PER CODE. Table A-3.6A Ridge Tension strap Connection Requirements for Wind• Deering now 12 4 3 3 2 s 3 3 3 6 4 4 3 7 S 4 4I- 16. PROVIDE RIDGE TENSION STRAPS AND UPLIFT ANCHORS AT EACH RAFTER Exposure C 14 s 3 3 3 s 4 3 3 7 s 4 4 a 6 s 4 16 S 4 3 3 6 4 a 1 S 6 S �f 17, PROVIDE UPLIFT CONNECTOR AT EVERY RIDGE BEAM TO POST CONNECTION. (Prescriptive Alternative to T09 3.6) 2 1 1 1 l 1 1 1 ► 1 1 1 1 2 1 1 1 S. e°4 \\--ECCQBX POST CAP .' IB. PROVIDE CUSTOM HANGAR AT ALL MULTIPLE LVL TO FLITCH PLATE CONNECTIONS.PROVIDE 4 2 2 2 l 2 2 2 1 2 2 2 1 3 2 2 2 PER RIDGE/POST Daedtloed Roof DL I 6 3 2 2 2 3 2 2 2 3 2 2 2 4 3 3 2 DETAIL:TYPICAL CONT.BIRDER COLUMN CAP s. ARCHITECT WITH SHOP DRAWING PRIOR TO FABRICATION OF FLITCH PLATE. Roos CeRlrq, DIMS.(SEE MFTR a 4 3 3 2 4 3 3 2 4 3 3 2 s 4 3 3 *ALL INTERRUPTED GIRDER SPANS SHALL UTT AT CATALOG 18. ROOF SHEATHING ATTACHMENT SHALL BE 8d COMMON NAILS OR 10d BOX NAILS AT 6'O.C.AT Tttra6eeondotnalWind u 9D l00 1 to I30 130 uo 110 and One to s 3 3 3 s 3 3 3 s 4 3 3 6 4 4 3 COL.C � ) EDGE SUPPORT OF PANELS AND 12'O.C.AT INTERMEDIATE SUPPORTS EXCEPT AT PERIMETER Reefer.` ,,, , Span Roar 12 6 4 4 3 6 4 4 3 6 a 4 3 2 s s 4 RIDGE POST Rod Pitch Nuatbcr of ad Cemmoo Napa or l0d tlmt b In h and d 1-IN•amp ZONES(4 FEET OF PERIMTER EDGE OF THE ROOF,INCLUDING 4 FEET ON EACH SIDE OF THE ROOF R 14 6 4 4 3 7 s 4 4 7 s s 4 9 6 s s COL.LC (SEE PLAN) PEAK OR HIP).IN WHICH CASE NAILS SHALL BE AT 6-O.C.AT INTERMEDIATE SUPPORTS. 12 2 2 1 3 3 4 4 s 16 7 s 1 s a 1 7 3 s 4 a 1 6 1 s 4 1 10 1 7 6 s COL.+BM. BUTT LINE WITH 20. WALL SHEATHING ATTACHMENT SHALL BE Bd COMMON NAILS OR 10d BOX NAILS AT 6'O.C.AT EDGE 16 2 1 3 3 4 s 6 7 2 1 1 1 1 1 1 1 t 2 1 1 1 2 1 1 1 C SUPPORT OF PANELS AND 12'O.C.AT INTERMEDIATE SUPPORTS.ALL WALL SHEATHING SEAMS TO 20 a 3 Is A S a 7 t Root Caging, 4 2 2 2 1 2 2 2 1 3 2 2 2 3 2 2 2 � )6"MIN.GAP _j -N-j BE FULLY BLOCKED 3.12 24 11 Is i S 6 7 a &A Two 6 3 2 2 2 3 2 2 2 4 3 2 2 4 3 3 2 )J"MAX.GAP Y e 4 3 3 2 4 3 3 2 S 3 3 3 S 4 3 3 aD SIDE VIEW FRONT VIEW 21. PROVIDE 1/2"DIA.HOT-DIPPED GALVANIZED ANCHOR BOLTS CONNECTING SILL PLATES TO 3 1 s s 7 e °CA107 to s 3 3 3 s 4 3 3 6 4 4 3 7 3 4 4 INTERSECTING DETAIL'TYPICAL POST CAP AT END(ECCQGX) 31 ! 4 s e a - Suring COL.+B MEMBER WIDTH 3d 4 MASONRY OR CONCRETE FOUNDATION WALLS.EMBED ANCHOR BOLTS MIN.7°INTO CONCRETE 4 d 7- 9 p - �ra I2 6 4 4 3 6 a a 3 7 s 4 4 a s s a C VARIES SEE PLAN OR FULLY GROUTED CMU.PROVIDE SIMPSON BP 112-3 BEARING PLATES.ANCHOR BOLTS SHALL BE 12 1 a 2'. t.;s 1; 3 3 4 4'- 14 7 s 4 4 7 s 4 4 t s s 4 9 6 6 s COL LC LOCATED AT 6'-0'O.C.MAX AND WITHIN 12'OF CORNERS.EACH SILL PLATE SHALL HAVE MIN.TWO 16 a s s 4 a s s ♦ 9 6 s s to 7 6 s BUTT LINE ANCHORS. 10 2 2 2 i`.:: 4 4 S 6 20 2 2 3 1 4 S 6 7 4 3 2 2 2 3 1 2 2 3 2 2 2 4 3 2 2 8 6 �f, l6"M'N.GAP O 4.12 zi 2 3 3 ♦ S 6 7 a Roor.Calling, 6 s 3 3 3 3 3 3 3 S 3 3 3 S 4 3 3 6' 6'mot "MAX. 1t 9 3 ♦ ! a 7 8 9 end Two a 6 4 4 3 6 4 4 3 6 4 4 3 7 s 4 4 DETAIL:TYPICAL 3-WAY GIRDER COLUMN CAP GAP W }, Table 3"1 Nalling Schedule 3i 3 3 4 3 7 a 9 - Cta.rspm 10 7 s S 4 a s s 4 t s s 4 t a S a *ALL INTERRUPTED GIRDER SPANS SHALL UTT AT 36 3 4 s 6 7 9 floors 12 9 6 3 s 9 6 6 s 9 6 6 s 10 7 6 s RIDGE BEAM COL.C 14 10 7 6 S 10 7 6 3 11 7 7 6 11 i 7 6 (SEE PLAN) z > Nuasbuof Nur»br°r 16 1 2 2 2 3 3 4 4 16 12 B 7 6 12 8 7 6 11 9 8 6 13 9 i 7 COL LC Joint gacrtption too New sox►+.its Nag tuna ' Jack alai requ in mew am band 0n a roof epee(W)of 36 teat.For other todyam,the tabaleeed em�bar d jack studs required at each end of the lacier COL.+Bti4. BUTT LINE WITH censer■ - , •�� 20 2 1 3 7 3 4 3 ,Roil(11BAbcow S 12 24 2 2 3 3 4 S 6 6 that)be multiplied by(W+12)/48. C UA Rafter to Top Plate(Toeruoed) s where the aomber of jack studs equals 1,the htmdsr shall be petmland to be supported by a AemlaS anchor attached to the fidWrIght wag stud. )6"MIN.GAP CCQ6X POST CA (sea Tubb 3AA) (we Table3.4A) perraRa 24 2 1 3 1 S ! 6 7 s An egulvalem number of Ibll heiot•t studs am perminod to repbee iut w v i>sn adeewtg gravity Cpee[pions arc provided • MAX.GAP Q 1 1 1 32 2 3 3 4 s 6 7 a ro �: PER RIDGE/POST LU CagingblrttoTopPbae(roeKhaikd, (eeeTlsble3AA) (ree71bb3.4A) perjobe INTERSECTING DIMS.(SEE MFTR Chi}IttaJoittloParalWRatlerWtiee4altd) (MTait1e3.9A) (mTable3.9A) each 36 3 3 4 s 6 7 a COL+ MEMBER WIDTH CATALOG) Q Calling JaW tape Over partitions(Psemnaikd) (m Table 39A) Case Table 3 9A) each lap Co1Lr'ne to Pidter(oo mGo11ed) (se 2-Ildable 6A) (see 2-10 36A) perti0 12 1 1 2 2 2 3 3 3 Table 3.23C Full Height Stud Requirements for Headers or Window Sill Plates in C VARIES SEE PLAN Z BbeklrugmRdterlToe�taDtxn 2-ad 2-lOd miehrsd 16 1 2 2 1 3 3 4 4 � RIDGE POST(SEE PLAN)Rim Stand m ReRw(F.ttd od ed) 2.16d 3.16d each and 20 s 2 2 3 3 •4 4 s Exterior Walls Resisting Wind Loads-Exposure 0&C RrA1L1,PA+�aal1t1 612 Z+ 2 2 3 3 4 4 S 6 �--6 A�I`•-6--s#' w Tap Plate to Top Plate(Paco-called) 2-16d' 2.16d' per Iboe u 2 2 3 4 4 3 6 7 wall Shod Spacing(in.) g' g'�' " U) Top Plates at Imersm'am 0'ace-mled) 4.16d S-16d MAU-ach dh 32 1 3 3 4 3 6 7 t to Stud1: 16 z4 DETAIL:TYPICAL 4-WAY GIRDER COLUMN CAP W J Y HedertoH(Paoe•aco4a Mill! 2l6d 24•o.0 >6 2 1 1 4 S 6 7 s Numbvdpol Heigh Stud Requited asEach FRONT VIEW SIDE VIEW HradwmHesder(Phee{talletQ 16d 160 16'oaalongedgw 11 1 1 1 3 2 1 3 3 tivaderspae(R) Fad efineHeader) *ALL INTERRUPTED GRDER SPANS SHALL%UTT AT Tap Or SCUM PboetoStoa(Eadcau!sd) (we Ttobte33A) (no Table3sA) Per" 16 1 1 2 2 2 3 3 4 2 1 1 1 COL.C DETAIL:TYPICAL MIDBEAM POST CAP(CCQBX) 20 1 1 2 3 3 3 4 s4 2 2 1 CC was- 0 Bottom Sloctkaplate to P�ioor')olst•S'"t�°I't•e�°4t°r 2'1bd'a 1-l6du per Rees 7:12-12:12 14 1 2 1 ) 3 4 s s 6 3 3 2 2x CONT.NAILER MIN.ATTACHED W/ + 21 2 1 3 3 4 s s 6 a 4 3 2 32 2 2 3 4 4 3 6 7 to s 4 3 O Jaetm SM.Top t'bteort7trtkr(foow,t.d) 4•ed 4.10e SELF-TAPPING P.A.F.®9"O.C. _ Brw'%to Joist(T'owaalroy 2-4d 2.10d t Tabulated eonnecdonregLitemuwAdbe permitted tobeawbiptledby0.7sta S ootloated within 8Rdot a 14 6 3 3 (TYP) 12"MAX 4`� STAGGERED W/1Y4"EDGE DIST. at«king m SM(Toe n late 2-ad 1.1 ad cad,and ft 14 7 6 4 F.F. CC CC I3loctfmgmSmor Top Plata(Taaalied) 3.16d 4.16d eadhbbek ceroaa 16 a 6 4 2"MIN. Ladjm Strip m atom(Paoe•4tsged) 3.16d 4.16d each joist s Tabulated ridge connection bob assume a building located in Axposwa C. ' The number of Run right scab required at cub and of the 2Xz"MIN. • •Joist on!.edger m Beam(1 o•,uila) 3•Id 3•IOd pw jobt ' TO food tarn mien nqult�enu are bawd on total a pi1R ttdmus 0A of the rodassambly Brad bed(0.6 x 10 pin budor"be permitted to be reduced in accordance with • • END OF TJI FLOOR M Band Sol"m Joest�d oaDtt� 3.16d 4.16d the tequlremean of Section 3A.1 A.1 and Table 3.23D. W Tebulsadoonnationwqultamatuuom based m.11tmhridgestnprpadna,tbrdiRarv„ridge sttaptpaeitgr,mopipythe 2J�"MIN. • a MEMBER JOISTS Band Jabs m SiD a T Piste(T•►mibdl 2-16d' 3.16d Pper w tb�ot , tabulated vatuta by the oppropelm multiplier below: 2`MIN. EMTIDNO Ridge saapSpaaog(i) 12 16 19.2 24 41 SIMPSON LBV TOP �Dowd tag ed log ("a T"3.10) r Multiplier 1.00 1M I.60 2.00 4.00 Table 3"24C Jack Stud Requirements for Headers In Interior Loadbearing Walls FLG.HGR. When me tabulated taarrI of oath rsgoaed in rxch etc tithe mph equal to 1 and the Oamimg Is attached in accordance with LU 15t6•or wide 3-8d 3-Iod4od pwattppat Table 3 1,the ridge crap and eddldonsl calling b not egmhred. WF BEAM MA I Sr10•or molder 3•ad 3-rod mill a When a caller tie b used on lieu cf a ridge snip,ono tumhber of I0d coonnon acts tequhed In eaeb end of the ooller tb mad not Roof Span(ft.) C&1.>NO 9MAT�C exceed the tabulated number of W common mlb in a aterJ map,or On number of 124 bone nalh ire ash end otthe calm do 12 24 36 T� W Sri ooalas sd aoebra 7"edge/10•flt:N need no exceed tlhe tabulated awnbes of 10d box tnfb in a°eel strip ,leader Width DETAIL:STEEL BM WITH NAILER AND LEDGER WAIL1:�At8R(Q s ' 1-1/4'20 pie rldatt step than be of ASTM A6S3 psis 33 steel or equMtant .3.2 43' s" 6' 3' 4-P S' 6" 3• 4.5• S' 6' Q T anels Fiberboard Pad see 10d (on Tabb3 11) P Exposure B 8 - !1 other Cases Hader Supporting Heuer Nombvof3adcatodeRagmimdatPxhEndeflheHe�lx'� ASSEMBLY A ASSEMBLY B ASSEMBLY C 19berbond Pad To Plate splice Requirements for Wind- WIV 66, 3-eage/6-flaw Spen(ft.) SDS25312 SDS25412 SDS25600 2�' ere' 3'edam/6-meld 2 1 1 1 1 1 1 1 1 1 1 1 1 DETAIL'TYPICAL JOINING MULTIPLE LVL MEMBERS tbdlmaercnplJ Ylb�®>btlwlatw0 4 1 1 1 1 l 1 1 1 t 1 1 1 Otpnemwallposrd Sdttoelera seo14 7-attae/tu'R1 11 2 6 1 1 1 1 1 1 1 1 2 1 1 1 "FASTENERS SPECIFIED ARE SIMPSON STRONG-TIE Hardboard ad tb (see 71mb 3.11) PdlbbboardPa-als 8e (R01A°n�tmr) 16 1 OnePloorOnly e 1 1 1 I 3 1 1 I 2 1 2 1 STRONG-DRIVE SCREW BEGIN BOLT TYP.BOLT PATT. 5/8"THRU BOLTS®12" O EA.END U.O.N. DkVYWDtwdshatmng 24 4 (CemerSuring) 10 1 1 1 1 2 2 1 1 3 2 2 2 "STAGGER SCREWS ON OPPOSITE FACES STAGGERING STAGGERED(EXCEPT AT ENDS �� I*t6"al'ka• 2-8d 2•10d pwsmppan 18 ! I1 1 1 1 1 2 2 2 1 3 2 2 2 1-11V'Gar 3-8d 340d 11 6 14 2 I 1 l 3 2 2 2 4 3 3 3 0 0 0 • y1C 36 7 16 2 1 1 1 3 2 2 2 4 3 3 2 SEE ELEV. 27¢"MIN. (3)1�'1"LVL W/(2 END 0 40 s 2 1 1 1 t t I t t 2 I 1 1 FLITCH PLATES. MEMB�1°d Parris s0 10 4 1 t I I 2 I 1 1 3 1 2 2 SEE PLAN FOR o 0 o J I"Grim ad lod 6-•dp/12-Raw 6 2 I 1 1 3 2 1 2 4 3 2 2 SIZES X MI 40 1: 12" 12° grater Bart 1• lod 16d 6-edge 16-hid 70 14 Tvro Ploora 6 2 1 1 l 3 2 2 2 S 3 3 3 3° 2J¢" D.Ip> Hoopsbamhha T2" TYP I"War 1'xa" 2-ad 2-10d per support , � tb (Cooler tuna) 10 1 1 1 i ♦ 3 3 2 6 4 4 3 1'x10•a alder 3-8d 3.11 support Tabulated Wl o hr�r anima sip pbtertaaw phoo muses art urbg 2.16d 12 3 2 2 2 3 3 3 3 7 S 4 4 ' Nailing regai m,ta b am baud an wen sheathing milled 6 mocha oo•oenter at the sells par tb t.liar show roses lenIoss,duo all osdn0 seas t o tedtaed border l4 3 2 2 2 S 4 3 3 e S 3 4 nee panel bbAcngtemLm onne=M`bee dxro lop�a �tyQof�. DETAIL:TYPICAL FLITCH BEAM ASSEMBLY pawl dP to obtabt higpw shear t>apwitles,alibtg regttttameau tw eonreural ttrtttbera steed�eotbled,or dtmnate onneeaws,stanch m char � 16 4 3 1 2 6 4 4 3 9 6 S S 01�,shall be used m ttahmeto the load path. Tabulated WIN kegta arstnoo a buildtetg located b Eapr It a C , • ' WhenwaDsheaddasboonbwousovaa0000etodu=6@miLhetabubtd-maboofodbdagb°pemdttedtobaredi toI.l6d rail per tbot. t T�vF,•,�ru.ne°.tatalawnorr+,,ar.x�re+a wha wallst the mbororjukattadtegml,,,dreg+eadadaRbepermtaedmbesuppottedby.Bamingsmeboreerad,edeodreRllG ALL BOLTS SHALL CONFORM TO NDS STANDARDS ' CorrOdol reduant l I Pere MRsa sib and 16 Pere spies am permlmed,chocir MC for additional rmgtdr mt nts. Anhol o wall nt n tupt4tse nldic.t.rap, t An ogoivalant number of flab hel8ht stub am permitted to replace jack gods,when adeguase amity txmnocdms we ptrrvlded. Table A-3m46 Uplift Strap Connection Requirements-Exposure C ila iTYPICAL SEE HANGER LOAD (Roof-to-W^Wall-to-Wall,and Wall-to-Foundation) 'j TRANSFER FASTENER SCHEDULE FOR (Prescriptive Alternative to Table 3A) 1 MIN. a • • • • • • ' REQUIREMENTS --- - WF BEAM SEE PLAN 3"MIN. • • • • • DtadLad As�tions;RooDGbRiall Assembly DLeis GIRDER 1ER"x117i(3"LVL %"TOP PLATE 3"MIN. ••••••• e••• •• NOTE GIRDER • • • • • • • • CONTRACTOR SHALL ThreeSaooted Oust Wind 83 90 100 Ito 110 130 110 Ise S ALL EXISTING STRUCTURAL %"STL.PLATE COL. 1X1"MIN. PROVIDE CWNN.DETAIL STAGGER FASTENERS IN 2 ROWS FOR REVIEW PRIOR TO INFORMATION IS ASSUMED BASED LEDGER Z ^ CAP CONSTR.IF NOT 1'AntlnaSPs�a(In) Roof Span NmmbworadCtmtm°nNdbortOdBoutNada iv� vJ NOTES 2 ROWS 3'♦"A325 SHOWN/SPEC'D ON DWG. (ft.) b2ach End ofT-7/4-x2opgesmp'4" UPON FIELD OBSERVATION AND W 1.VERTICAL PLACEMENT OF BOTTOM ROW OF �V�DATE' WILL BE VERIFIED IN THE FIELD BOLTS t1 1 1 1 1 3 3 4 4 BY THE CONTRACTOR AND 0 0 0 0 0 0 °z FASTENERS FROM TOP OF LEDGER TO BE 5,5"MIN. 6.09.22 16 ) 1 2 3 3 4 4 s ARCHITECT DURING THE 0 0 0 0 FOR 2xS,6.5"MIN.FOR 2x10,AND 7.5'MIN.FOR 2x12. at 3�� 20 i 2 2 3 3 4 S 6 DEMOLITION PROCESS. 2.FOR 2xS LEDGERS,MIN.PLACEMENT OF BOTTOM 12 24 2 3 3 4 s 6 4 CONTRACTOR SHALL NOTIFY FASTENERS MAY BE REDUCED TO 4.5'IF LAG 311C STEEL SIZE VARIES DETAIL:TYPICAL HGR.CONN.TO MULTIPLE LVL MEMBER pBYIaION oA1rE: IIMOION NO 1 2A 2 3 4 4 3 6 7 ARCHITECT IMMEDIATELY 2"MIN. LAG SCREW OR BOLT SCREWS ARE USED OR BOLT SPACING IS REDUCED PIPE COL.0 VARIES SEE PLAN •FASTENERS/HANGERS SPECIFIED ARE SIMPSON STRONG-TIE • 32 1 2 3 4 S 6 7 a OF ANY DISCREPANCIES WITH TO THAT OF LAG SCREWS TO ATTACH 2x8 LEDGERS SEE PLAN "STAGGER SCREWS ON OPPOSITE FACES _ 36 s.. 3 3 4 6 7 9 THE EXISTING CONDITIONS TO 2x8 BAND JOISTS. "REFER TO MFTR.CATALOG/TECH.BULLETIN FOR STAGGERING 12 2 2 2 3 3 4 s S OPTIONS 16 1 °: 1 3 3 4 s s 6 20 2 2 3 4 a s 6 7 DETAILt PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS HANGER LOAD TRANSFER FASTENER SCHEDULE 16 24 1 2 3 4 s 6 7 a PER IRC FIGURE R507.2.1(1) HANGER NO.PLIES NO.FASTENERS FASTENER 28 It 3 4 S 6 7 a Y} 3 3 4 s 6 a 9 4.,erne a le' SDWF CONNECTOR AT 40"O.C. HU 1.75 DHL a SDS25312 36 3 3 4 s 7 a SSP®EACH STUD tipper ro11 AT ALL EXTERIOR WALLS HILTI KWIK BOLT 11 L75 TPL to SDS25412 '�"°" � "0 EXPANSION 1.75 ouAD 12 sas25600 STRUCTURAL BEAM and aWCe a ANCHORS W/6"MIN. HHUS 1.75 DHL 12 SD 312 32TAO.0 APSEEE TABLE FOR NUMBER OF EMBED.(TYP) 1.75 cu D ie SDS25412 NOTES CONNECTORS WHICH WILL DETERMINE LENGTH 3Id' 11%11"A"BASE HGUS 1.75 D1L 22 SDS 312 2 PLATE TYP. END 1.75 TPL 30 SDS25412 DISTANCE HGU 1.73 DHL 30 SDS25312 d ° ° ROOF)RAFTER(SEE e° a g° PLAN a 4,a SCHEDULE:HANGER LOAD TRANSFER t•t.. • • ° • • ° • 44 *SCHEDULE IS FOR 9.25"-14"LVL'S EXCEPTION 9.25"-9.5"H2.5 CLIP EACH RAFTER(ONE MIN.) Lower matt '' LVL N/A FOR HGU) DOUBLE TOP PLATE i ��%a� v •STAGGER SCREWS ON OPPOSITE FACES *REFER TO MFTR.CATALOG/TECH.BULLETIN FOR STAGGERING 4.1O' FTG.SIZE+NO.REBAR VARIES OPTIONS SEE PLAN/SCHEDULE FOR INFO. DETAIL:TYPICAL RAFTER TO RAFTER TENSION STRAP(SSP) DETAIL TYPICAL RAFTER TO TOP PLATE(H2.6) DETAIL:TOP PLATE STUD TIE(SSP) DETAIL:FLOOR TO FLOOR CONNECTION(SDWF) DETAIL:TYPICAL LVL/WIDE FLANGE GIRDER TO COLUMN 03 OF 05 ZONING COMPLIANCE ZONING COMPLIANCE TABLE Evan Sakofsky 11 ELM HILL DRIVE, 12 BROOK,NY,10573 ZONE ES RESIDENCE R-1 A R C H I T E C T I REGULATION REQUIRED/ VARIANCE PERMITTED EXISTING PROPOSED REQUIRED? I - 11 Berkley Lane MINIMUM LOT AREA 12,500 S.F. 12,847 S.F. 12,847 S.F. Rye Brook•New York MINIMUM FRONT YARD 35.0' 10.8' 10.8' - 10573 MINIMUM REAR YARD 35.0' 22.1' 24.8' YES I MINIMUM SIDE YARD 15.0' 15.4' 27.1' " 516.314.1385 MINIMUM TOTAL SIDE YARDS CORNER LOT(WA) N/A N/A ON MAP EN T/TL E "SECTION TWO ELM HILL � MAXIMUM GROSS FLOOR AREA 2,975 S.F. 3,978 S.F. 4.004 S.F. YES I - 9° - FILED FESRUA R Y 14 1956 ON MAP No. 1 OJ 7 9 MAXIMUM BUILDING COVERAGE 2,184 S.F.(17%) 2,073 S.F.(18.1%) 2,099 S.F.(18.3%) - - � ^\ J MAXIMUM IMPERVIOUS COVERAGE 4,740 S.F. 4,485 S.F. 4,485 S.F. - FENCE FFNCF `Fi-N C E Lij�- \ 1. PROPOSED DIMENSIONS INDICATED FROM NEW CONSTRUCTION.EXISTING MINIMUM BUILDING SETBACKS ARE NOT CHANGED. __Z E> __x EXISTING PATIO J I N N \ cc A SP,-G L l -1-?RI VE'I4/A.' a I\ . W I I O REAR YARD NEW 1-STORY,28 SF \ ADDITION UNDER O \ W EXISTING ROOF \ 27.1' / I W - GA hA F_: AT Qcr W � LINE OF v BADE 27.2' o EXISTING HOUSE Z Z BUILDING SETBACK LINE ,' 15.4' I -' - - ' - -.- � I 5 W CC - O No. 1 1 CC I � � � \ FRONT YARD I 7 2 S TOR Y FRAME � SIDE YARD � ._I m \ I I � \ I I I WW \ \ I L ////A V�.CC)0D ED � Fz AIQc 0 o P h.0 I< <� SEru.� .� SA WINDOW LINE OF ! �V EXISTING HOUSE _ \ FRONT YARD \ x 1 0 z � `I O O - ^ ISSt�6o FORS OF N PERMIT C ISSUED DATE: T' FENCE I 6.09.22 / REVISION DATE: RIMSION N0.1 -,J \ _ -. -.- . -. - . - - - (,� --FEI\ICE //•-_/ PROPOSED SITE PLAN&ZONING u` ANALYSIS ELM HIL DRIVE o� Y ,� PROPOSED SITE PLAN pro••�• 04 OF 05 DEMOLITION NOTES CONSTRUCT N PLAN NOT S Evan SakofSky 1 ALL DASHED ITEMS ARE TO BE REMOVED TYPICAL.CONFIRM WITH OWNER PRIOR 1. EXISTING FOUNDATION WALL:BUILD UP EXISTING CMU FOUNDATION WALL TO ACCOMMODATE NEW TO DEMOLITION ANY ITEMS THAT ARE TO BE SALVAGED FOR RE-USE. CONSTRUCTION SEE DETAIL 2.DASHED WALLS ARE EXISTING WALL STRUCTURE TO BE REMOVED TO THE 2. (NOT USED) A R C H I T E C T EXTENT REQUIRED FOR THE NEW DESIGN.COORDINATE NEW OPENINGS IN THE 2 EXISTING WALL,TYP. PLYWOOD STRUCTURAL SHEATHING ON 2X8 WOOD STUDS AT 18'0 C WITH Y2"GYP.BD.INTERIOR SHEATHING 3.ADEQUATELY BRACE AND PROTECT ALL WORK DURING CONSTRUCTION AGAINST PROVIDE MIN.R-20 INSULATION WITHIN FRAMING SEE BATHROOM WALL NOTE FOR INTERIOR SIDE OF DAMAGE,BREAKAGE,COLLAPSE,DISTORTIONS AND MIS-ALIGNMENT ACCORDING BATHROOM WALLS.SEE EXTERIOR ELEVATIONS FOR SIDING SPECIFICATIONS. 11 Berkley Lane TO APPLICABLE CODES,STANDARDS AND GOOD PRACTICE I 4. INTERIOR WALL CONSTRUCTION:'-GYPSUM BOARD ON 2X4 WOOD STUDS AT 18"O.C.UNLESS DIMENSIONED a Brook•New York 4.DEMOLITION DRAWINGS ARE DIAGRAMMATIC.CONTRACTOR SHALL BE AS 2X8 OR OTHERWISE.PROVIDE SKIM COAT WHERE MATCHING EXISTING PLASTER WALLS IN ROOM RY RESPONSIBLE FOR DEMOLISHING ALL THAT IS REQUIRED TO PERFORM THE PROVIDE CEMENT BOARD WHERE BACKING TILE 10573 PROPOSED SCOPE OF WORK EXSTG EXSTG S. NEW WINDOW:SEE ELEVATION FOR WINDOW SIZE MATCH MAKE AND MODEL OF OTHER EXISTING HOUE PATIO EXSTG DINING PATIO EXSTG DINING WINDOWS.ALL WINDOWS TO INCLUDE LOW E ARGON INSULATED GLASS AND STANDARD HARDWARE(FINAL NOTE: ALL NOTED EXISTING STRUCTURE IS BASED UPON FIELD ROOM // ROOM FINISH T.B.D.) 516•314•1385 OBSERVATIONS FIELD VERIFY AND NOTIFY ARCHITECT DURING DEMOLITION G I ASSUMED EXSTG S. WASHER/DRYER HOOK-UPS:PROVIDE RECESSED HOOK-UP WITH BALL-TYPE MASTER VALVE FOR WASHER& IF FIELD CONDITIONS VARY FROM ASSUMPTIONS FOUNDATION DRYER.PROVIDE ELECTRICAL GAS(IF REQUIRED)AND PLUMBING HOOK-UP AND INSTALL APPLIANCES _ PROVIDE WATERPROOF SHOWER TYPE BASE WITH TILE FINISH OR STAINLESS STEEL PAN WITH 4-11 HOSE TO WASTE OUTLET PROVIDE SMOOTH METAL DUCT DRYER VENT TO EXTERIOR PROVI D 1 MATCH EXSTG STAINLESS STEEL SUPPLY LINES WITH AUTOMATIC SHUT-OFF VALVES REMOVE EXSTG 3 4 7. CONCRETE SLAB:4-CONCRETE SLAB WITH W.W F OVER 8"DEPTH COMPACTED POST&BEAM; , - FILTER FABRIC ON COMPACTED FILL.SEE SECTION AND DETAILS FOR IN 1L UI ` TEMPORARILY N � SUPPORT EXSTG `\ ROOF I I 5.9 �, GENERAL FLOOR PLAN NOTES I CUT DOWN EXSTG U z Q ]JD I I EXSTG I IXST'G STEM WALL TO -u'i 5 NEW 0 1. FRAMED WALL DIMENSIONS INDICATED ARE MEASURED FROM FACE OF SHEA INPT LA THI AY 1 8 2023 UNEXCAVATED e HALL ACCOMMODATE NEW +I LAUNDRY o z EXSTG UNLESS NOTED OTHERWISE. co REMOVE EXST G WALL I I /�� FLOOR AS NEEDED x HALL 2 SEE BUILDNG SECTIONS WALL SECTIONS,AND DETAILS FOR BUILDING THERMAL O Akp BARRIER IREMENTS WHERE NDICATED ��/ REMOVE EXSTG DOORS W 3 INSREQULATE ALL WATER SUPPLY AND DRAINAGE PIPING IN WALLS AND CEILINGS WI Nld 4P CONDENSATION AND FOR SOUNDPROOFINGI-Al" QF. r'-' 4 ALL DOORS WINDOWS,AND CASED OPENINGS SHALL HAVE CASINGS-CONFIRM EXSTG 5 ALL MECHANICAL,ELECTRICAL,AND PLUMBING SHALL BE PROVIDED PER CODE 4FEXSTG D GARAGE 8 COORDINATE ALL FLOOR FRAMING MEMBERS AND LAYOUT WITH MANUFACTURERS STANDARD SPECS AN DET GARAGE EPARIEnT BEAMS SHALL BE ANCHORED AND ATTACHED AS PER MANUFACTURER RECOMMENDED METHODS ' 7 DOUBLE ALL FRAMING MEMBERS UNDER PARALLEL PARTITIONS,TYP DEMOLITION PLAN 8 PROVIDE SOLID BLOCKING IN FLOOR FRAMING UNDER ALL APPLIANCES,BUILT INS KITCHEN ISLAND BATH FIXTURES AND 4 (2� PARTIAL FOUNDATION CONSTRUCTION PLAN 3 PARTIAL FIRST FLOOR CONSTRUCTION PLAN s AALL COUNTERTOP AND FINISHES TO BE VERIFIED BY ARCHITECT AND OWNER W 10 ALL MECHANICAL,ELECTRICAL AND PLUMBING SHALL BE DONE ON A FULL*DESIGN BUILD'BASIS AND PROVIDED PER CODE O AND AS INDICATED ON DRAWINGS 11 SEE STRUCTURAL DRAWINGS FOR STRUCTURAL REQUIREMENTS INCLUDING WIND RESISTANCE REQUIREMENTS HURRICANE CUPS,TIES STRAPS HOLD DOWNS,ETC 1 1 1 >. 12 INSTALL APPLIANCES AND PLUMBING FIXTURES AS INDICATED ON PLANS INCLUDING ASSOCIATED PLUMBING AND LLI ELECTRICAL REQUIREMENTS SEE ALLOWANCES FOR FURNISHING ITEMS. 13 PROVIDE CUSTOM CABINETRY AND MILLWORK AS INDICATED IN PLAN.SEE ALLOWANCES FOR FURNISHING ITEMS z > 14 PROVIDE STONE COUNTERTOP WHERE COUNTERTOPS ARE INDICATED SEE ALLOWANCES [a 3j S Q 1= W NEW R-30 INSULATION AS - - --- 0 PERMITTED BY N1102.2 2 FILE COPY EXSTG ROOF -_` .� �D CONSTRUCTION �� �(�R A� U) EXSTG RAKE TRIM \ � �` C EXSTG ROOF REMOVE ASSUMED w� �� rA ik" SA I� J EXSTG BEAM, I To SUPPORT EXSTG �� �[/ `' O� W O EXISTING SECOND FLOOR ROOF ON NEW V' 'EXTERIOR WALL `,D /', ` i EXSTG EAVE&TRIM EXSTG EAVE&TRIM •Y NEW D r NEW(2)2x8 0 � M HEADER OVER NEW CEILING JOISTS GCT�� Y f"a a of Ry Y < ,, -� Q —j m WINDOW 2x8 @ 16"O.C. L SP , (p - -NEW PAINTED SIDING W TO MATCH EXISTING NEW MIN R-20 NEW FLOOR SLAB:SEE W INSULATION r PLAN FOR SPECS 03 718I W 1 EXSTG SLAB ON GRADE O F w)G T EXISTING FIRST FLOOR OL EXISTING FIRST FLOOR I '�J G Q r I PARGED FOUNDATION WALL I I 4 6 PARTIAL FIRST FLOOR ELECTRICAL PLAN ----- O ASSUMED EXSTG FOUNDATION 10=j u. 2x8 P T SILL PLATE W- e O SILL LER&TWO ROWS4OF 50 EAR 4t SILICONE SEALANT SEAL: CEILING&ELECTRICAL PLAN SYMBOLS - e•cnnu R-10 RIGID INSULATION 4 PARTIAL REAR ELEVATION 5 BUILDING SECTION EXSTG PATIO CEILING MOUNTED LIGHT FIXTURE,NUMBER INDICATES FIXTURE TYPE NEW TILE FLOOR VAPOR BARRIER W FINISH ON ' TAPED SEAMS CONCRETE SLAB 31 SWITCH;ALL SWITCHES TO BE J TRON DIMMERS.STYLE TO MATCH EXISTING HOUSE # STYLE.SWITCH TYPE TO BE COMPATIBLE WITH LIGHT FIXTURE REQUIREMENTS OL EXISTING FIRST FLOOR m- PROVIDE 3-WAYOR 4-WAY SWITCH WHERE IND ATED i GENERAL ELECTRICAL&LIGHTING PLAN NOTES X 12 ANCHOR BOLTS WITHIN Y 1.IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS TO PROVIDE A LIGHTING FULLY GROUTED CELLS SEE SHEET G-2 FOR SPACING - -- .--- t SYSTEM WHICH IS COMPLETE AND OPERATIONAL INCLUDING ALL MATERIALS AND ; EQUIPMENT NECESSARY TO ACCOMPLISH THIS INTENT SUBSTITUTIONS TO SPECIFIED LIGHTING AND CONTROL EQUIPMENT SHALL NOT BE PERMITTED WITHOUT PRIOR ,( ISSUED FOR: REVIEW AND APPROVAL BY THE OWNER EXISTING CMU FOUNDATION WALL. /�, a I 2.SWITCHING AND CIRCUIT LAYOUT IS SHOWN FOR CONTRACTOR REFERENCE ONLY. G C TO VERIFY CONDITION IN FIELD ^)r'j J(` PERMIT&CONSTRUCTION FINAL SWITCH LOCATIONS,LAYOUT.AND LIGHTING CIRCUITS SHALL BE VERIFIED IN THE FIELD WITH THE OWNER. DAMPPROOFING - 4' 2-0" 3.APPLICABLE REQUIREMENTS OF THE CURRENT NATIONAL ELECTRICAL CODE(NEC)NO 7 ISSUED DATE: STATE AND LOCAL CODES SHALL GOVERN AND DETERMINE THE MINIMUM STANDARD OF -- REBAR LAP SPLICES SHALL BE WORK IN THE EVENT OF CONFLICT BETWEEN THIS DRAWING AND THE APPLICABLE FILTER FABRIC OVER - PROVIDED IN ACCORDANCE WITH 6.09.22 CODE,THE CODE SHALL PREVAIL AND THE INSTALLATION SHALL BE MADE IN CRUSHED STONE ' LL IRC R808.5.4.3 EXST'G ROOF CONFORMANCE WITH THE CODE OL EXISTING SECOND FLOOR 4.ELECTRICAL CONTRACTOR SHALL COORDINATE INSTALLATION OF ALL LIGHTING Z> REVISION DATE: REVISION NO.: EXSTG EAVE&TRIM EQUIPMENT WITH THE GENERAL CONTRACTOR AND ANY APPLICABLE SUB-CONTRACTOR / Q TYPICAL FOUNDATION WALL 5.16.23 1 (I.E.FRAMING,MECHANICAL,CABINETRY,ETC.)PRIOR TO ROUGH IN. M cn STRUCTURAL REINFORCING,& S.ALL FIXTURE LOCATIONS TO BE VERIFIED AFTER ROUGH-IN INSTALLATION,PRIOR TO WATERPROOFING DETAILS FOR ALL NEW PAINTED CASING DRYWALL,BY ARCHITECT AND/OR OWNER.IT IS THE RESPONSIBILITY OF THE U FOUNDATION WALLS UNLESS TO MATCH IXST'G , EXSTG STORM DRAIN PIPE; C7 ELECTRICAL CONTRACTOR THRU THE GENERAL CONTRACTOR TO COORDINATE THIS VERIFY IN FIELD NOTED OTHERWISE(U.N.O.) EFFORT.THE GENERAL CONTRACTOR AID/OR ELECTRICAL CONTRACTORS SHALL BE ADDITIONALLY AS SHOWN ON THIS PLAN OUTLETS SHOWN ON PLAN ARE IN ADDITION- HELD RESPONSIBLE FOR MOVING FIXTURES DURING FINAL LIGHTING INSPECTIONS IF L-1 I U r�ElaTO MATCH EXISTING THIS PROCESS DOES NOT TAKE PLACE. ASSUMED EXISTINGU e CONTRACTOR SHALL PROVIDE ELECTRICAL OUTLETS AS REQUIRED BY CODE AND PLANS, NEW PAINTED SIDING I I ! 13 FOOTING,G C TO VERIFY 2 IY. " El E:1 El El 1:1 El El� TO ELEVATIONS, & 7 THE GENERALQCO CONTRACTOR AND THE ELECTRICAL CONTRACTOR ARE RESPONSIBLE - (�El FOR REVIEWING THE INFORMATION OF ALL OF THESE PLANS IF THERE ARE ERRORS OR I DETAILS El El El El❑ OMISSIONS OR QUESTIONS CONCERNING THESE PLANS PLEASE CONTACT THE OIL EXISTING FIRST FLOOR ::1 ARCHITECT FOR CLARIFICATION I PERFORATED FOOTING - PARGED FOUNDATION WALL I LIGHT FIXTURE SCHEDULE DRAIN SET INTO CRUSHED - _ STONE W/FILTER FABRIC, - 1.DECORATIVE FIXTURE CEILING OR WALL SURFACE MOUNTED FIXTURE PROVIDED BY RUN TO DAYLIGHT OR L SIDE ELEVATION ------J OWNER AND INSTALLED BY G C CRUSHED STONE 7 4 8 NEW FOUNDATION DETAIL - - 05 OF 05 .q A n o q n, s n,, F_ w Q ON MAP ENTITLE "SECTION TWO ELM HILL r95 o' 16' 32' 48' SCALE 1 " = 16' T .F r-7NTT) BMW . . . . . . . . BAY WINDOW CD • • • ... • • CELLAR DOOR • - -VINYL FENCE (VF) -WOOD FENCE (WF) • . . . . . •PROPERTY LINE . . •FILE MAP LOT NUMBER 24" ...... • TREE & SIZE POB .... •POINT OF BEGINNING C B . . • • • . . CATC H BAS I N ,C • .. • . • •AIR CONDITIONER BBQ • ..... •BARBEQUE 125.72' !_►11i1�3s�i�J�1�� -AS ELM HILL DIV '-- D""CuNAFNIT ASPHALTIC PAVEMENT � LS � V LE D KNOWN AS "GILL'; ON MAP ENTITLED 'SECTION THREE PINE RIDGE., " FILED DUNE 26 1958 AS MAP NO. 11525 OCT - 3 2023 Survey updated: August 23, 2023 -- VILLAGE OF RYE BROOK Date of Survey: October 11, 2017 Final Survey BUILDING DEPARTMENT GENERAL NOTES 1. This is to certify that there are no visible streams or natural water courses in the property as shown on this survey. PROPERTY SITUATED AT �,o svNY Land Suruieyar P.C. 11 Elm Hill DriveR ecovdlsl of: S P etcAe4,e vwl. �L Town of Rye .�. �° p County of Westchester 77-15154 Street, Third Floor, State of New York Fresh Meadows, NY 11355 Tax Section: 135.50 Tel: 71-591-5500 Tel: 212-732-1575 Tax Block: Love�� I1 1 ds �� -ee`°r nylandsurveyor@ma l.com Fax: 531-930-3292 Tax Lot: 46 www.nylandsurveyor.com UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209, OF THE NEW YORK STATE EDUCATIONAL LAW. COPIES OF THIS SURVEY NOT BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. � p F N EF 000 . o 0 0 J LAND � Ramzan Alli License No. 050457