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BP23-206
N w ' i--� = O � a Az Lf) \ �i O W 114 O v z P `� _ O W � � L C P Z 00 rW1 et ` Oq v v Cn cN V-�-1 W �+z o -0 O O W a ' V W V O A H AO O •s air � a�i V U = _ 1-0 O M z n W cWn y. o r1) °� :A W Qoov � �? V xE0 � rAo a 00 M W W °? z p En waa0 -1� � H © a O..J W � � z z � v,� U IR- off a a '�( A W � Z W W F_- �� r� F O z ' bA o�f i LU Cl) l�+ `n Z {, w ° o0 0 � 2 O ► V 0 U O a a, o m a N m cr BUILDING DEPARTMENT D iE C E W E VILLAGE OF RYE BROOK 938 KING STREEi,RYF,BROOK,NY 10573 NOV - 1 2023 (914)939-0668 w•ww.ryebrook.org VILLAGE OP RYE BROOK G'I III �'1lnr ,.,=n,•�Tnn.-nT FOR OFFICE USE ONLI Approval Date: 0—Permit# � �```� Application# Approval Signatu e: ARCHITECTURAL REVIEW BOARD: Disapproved: Date: BOT Approval Date: Case# Chairman: PB Approval Date: Case# Secretary: ZBA Approval Date: Case# ' Other: Application Fee: Permit Fees: J EXTERIOR BUILDING PERMIT APPLICATION Application dated:November 01, 2023 is hereby made to the Building Inspector of the Village of Rye Brook,NY,for the issuance of a Permit for the construction of buildings,structures,additions,alterations or for a change in use,as per detailed statement described below. 1. JobAddress: 41 Windingw000d Rd, N 2. Parcel fD#: 135.26-1-1 Zone: R-15 3. Proposed Improvement(Describe in detail): New powder room at basement level, basement built in and new egress window at basement. 4. Property Owner: Cameron &Jessica Sager Address: 41 Wndingw000d Rd, N Rye Brook, NY 10573 914.80fi.1325 csagerl O@icloud.com Phone# Cell# e-mail jessica.sager@icioud.com List All Other Properties Owned in Rye Brook: N/A Applicant: Cameron &Jessica Sager Address: 41 Windingw000d Rd, N Rye Brook, NY 10573 csagerl0@icioud.com Phone# N/A Cell# 914.806.1325 —e-mail jessica.sager@icloud.com Architect: Tyler Architecture & Planning, PLLC -Jaclyn A. Tyler, AIA Address: PO Box 442 Purchase, NY 10577 Phone# N/A Cell# 914.204.6404 a-mail Jaclyn@tylerap.com Engineer: N/A Address: N/A Phone# N/A Cell# N/A e-mail N/A General Contractor: KMI Contractors Inc- Salvatore Pepe Address: 1511 Route 22 Suite 161 Brewster, NY 10509, US Phone# N/A Cell# 914.403.1160 a-mail kmicontractorsinclggmail.com (1) fil1/2023 5. Occupancy;(1-Fam.,2-Fam.,Commercial.,etc...)Pre-construction: 1-Fam. Post-construction: 1-Fam. 6. Area of lot: Square feet: 15,000 Acres: 0.344 7. Dimensions from proposed building or structure to lot lines: front yard:ex. 35.7/no change rear yard: ex. 55.9/no change right side yard: ex. 19.1/no change left side yard: ex. 26/no change other: 8. If building is located on a comer lot,which street does it front on: N/A 9. Area of proposed building in square feet: Basement: 11 fl: 2n'fl: 3`d fl: 10. Total Square Footage of the proposed new construction: N1A 11. For additions,total square footage added: Basement: N/A Ist fl: N/A 2"d fl: N/A Yd fl: NIA 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-5 14. Number of stories: Overall Height: existing/no change Median Height: existing/no change 15. Basement to be full,or partial: Full , finished or unfinished: Finished 16. What material is the exterior finish: Horizontal Lap Siding 17. Roof style;peaked,hip,mansard,shed,etc: Peaked - Existing Roofing material: Asphalt Shingles- Existing 18. What system of heating: Baseboard-Unchanged 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 survey&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 I: TIER H: TIER III: (ifyes,a Home Occupation Permit Application is required) 28. List all zoning variances granted or denied for the subject property: NIA 29. What is the total estimated cost of construction: S 25,000 .Note.The estimated cost shall include all site improvements,labor, material,scaffolding,fixed equipment,professional fees, including any material and labor which may be donated gratis.If the final cost exceeds the estimated cost,an additional fee will be required prior to issuance of the C/O. 30. Estimated date of completion: Feb/March 2024 (2) 6/l/2023 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 RESIDENTIAL LOT AREA COVERAGE Address: 41 Windingw000d Rd, N Section: 135.26 Block: 1 Lot: PERMITTED COVERAGE RATIOS IN RESIDENTIAL DISTRICTS (Local Law 3-88) YOUR ZONE AREA IN MAIN ACCESS. DECK ZONE DISTRICT SQ. 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% X R-15 15,000 16% 3.5% 4% R-15A 15,000 12% 3.5% 4% 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-21F 5,000 30% 5% 3.5% Existin : Proposed: 1. AREA OF LOT 15,000 Sq. Ft. unchanged Sq. Ft. 2. AREA OF HOUSE a. Coverage of Main Building (Including Attached Garage or Accessory Building) 2,407 Sq. Ft. unchanged Sq Ft. b. Area of 1 st Floor Divided By Area of Lot x 100 16.046 % unchanged 3. AREA OF ACCESSORY BUILDING (Includes Detached Garages,Tool Shed, Playhouses) NIA Sq Ft NIA Sq. Ft. a. Coverage of Accessory Building Area of Accessory Building Divided By Area of Lot x 100 NIA % NIA % 4. AREA OF DECK NIA Sq. Ft. NIA Sq. Ft. a. Coverage of Deck Area of Deck Divided By Area of Lot x 100 NIA % NIA I attest to the best of my knowledge and belief,the above information is correct. .4. Ar itect' Signature (3) 8/12/2021 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KnvG STREET RYE BROOK,NY 10573 (914) 939-0668 IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS Address: 41 Windingw000d Rd, N Section: 135.26 Block: 1 Lot: Zone: R-15 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 MERVIOUS 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 2200 35 6,001 to 12,000 2,900 27 R-15 35 12 001 to 16,000 4 520 26 R-15A 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: 15,000 s ,ft. Existing Allowed Proposed Total impervious coverage = 3,486.53 +/- S .ft. 5,299.74 +/-S , ft. 3,497.53 +/-S .ft. Front impervious coverage = 18.1 % 35 fly© unchanged I attest to the best of my knowledge and belief,the above information is correct. Aq%itect',fSignature (4) 8/12/2021 BUILDING DEPARTMENT VELLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 BULK REGULATIONS IN RESIDENTIAL DISTRICTS Address: 41 Windingw000d Rd, N Section: 135.26 Block: 1 Lot: 1 MAXIMUM GROSS FLOOR AREA USE FORMULA: Maximum Gross Floor Area = 4,000 + [(Lot Area —21,780) x 0.11478421 ]: a. Allowed = 3,221.76 +/- Sq. Feet b. Existing = 2,100.13 +/- Sq. Feet c. Proposed = unchanged Sq_ Feet HEIGHT/SETBACK RATIOS FOR RESIDENTIAL DISTRICTS 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; Heiaht/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 VII1 of Chapter 250. A complete elevation view for the proposed improvement must be included on the drawings. FILL IN YOUR RATIOS: ZONE EXIS77NO PROPOSED BE0111RED FRONT: FRONT: FRONT:. .44 At-33N SIDE: SIDE: SIDE: 1.20 FRONT: FRONT: FRONT: .48 R,Z5 SIDE: SIDE: SIDE: 1.30 FRONT: FRONT: FRONT: .60 AVO SIDE: SIDE: SIDE: 1.60 FRONT: 037 FRONT:unchanged FRONT: .60 R-15 SIDE: o.99 SIDE:unchanged SIDE: 1.60 FRONT: FRONT: FRONT: .80 IL15A SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .69 RLIZ SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 R610 SIDE: SIDE. SIDE: 2.40 FRONT: FRONT: FRONT: .96 R-7 SIDE: SIDE: SIDE: 3.00 FRONT: FRONT: FRONT: 1.20 R-S SIDE: SIDE: SIDE: 4.00 FRONT: FRONT: FRONT: 1.20 lIt2F SIDE: SIDE: SIDE: 4.00 1 attest to the best of my knowledge and belief, the above information is correct. Arcofect's ignature tl c;i 8/12/2021 ILLUSTRATION OF HEIGHT / SETBACK RATIO Setbadt Line for I / Maximum Height REAR I IMinimum I Setback Line I � � 4 li — . I0 ~ a � o Y HOUSE USE / I POTENTIAL 5 v c d/ BUILDING ENVELOPEI T FRONT Area In which Average Grade is Measured STREET Avenge Grade Along Property Line at Property Line ELEVATION PLAN Table R301.2.0) 2020 IRC CLIMATIC & GEOGRAPHIC DESIGN CRITERIA FOR RESIDENTIAL DISTRICTS IN RYE BROOK GROUND- WHO SPEED TOPOGRAPHIC SPECIAL WHO- SEISMIC DESIGN SNOW LOAD (mph) WHO EFFECTS WINO BOURNE CATAGORY WEATHERING REGION DEBRIS ZONE 20 psf 115/120 NO NO NO 0 SEVERE FROST LINE TERMITE WNTER DESIGN ICE BARRIER FLOOD MR FREEZING MEAN ANNUAL DEPTH PROTECTION TEMP. UNDERLAYMENT HAZARDS INDEX TEMP. REOUIREO REUUIRED 47 YES 15 YES FIRM MAP 1000 522 36II9CO779F 9/20/07 (Sa) 8/12/2021 BUILDING DEPARTMENT Q IECIEME VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 NOV - 1 2023 DD (914)939-0668 _ VILLAGE OF RYE: BROOK www. ebrook.or BUILDING DI"PARTltIENT 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: Cameron & Jessica Sager , residing at, 41 Windingw000d Rd, N Rye Brook, NY 10573 (Print ,,i; . ! 1.i,ir� li.r4 tia+u iic1 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; 41 Windingw000d Rd, N , Rye Brook,NY. (Job Addl_C,.) 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. Cameron & Jessica Sager I1'rint 'Name o Propertc ONcncrl.l I Sworn to before me this day of 0;P1.11 , 20� wv�' P (\Olin Public) Ptt 4p�y llY. P1a. 0.01 U15=42 'lial0ed In West>;ha6�ar `L 6 nnm ��l �+rlres Fab P9,��� (6) 8/12/2021 This form must be properly completed & notarized by the Design Professional of record and the Property Owner. Failure to provide this completed form with your permit application will delay the permitting process. � I* k•k•kk•M+k•hkkk# k�W�W.kK=k*��**� k*�* kk* kskkk N/A - No proposed truss, pre-engineered wood or timber rvnstruction proposed Notice of Utilization of Truss Type, Pre-Engin elred Wood, or Timber Frame Construction. (Title 19 Part 1264�1 t Ngf'� 1 2023 � To:The Building Inspector of the Village of Rye Brook, VILLAGE OF RYE BROOK BUILDING DEPARTMENT From: __�.....__ Subject Property: SBL: Zone: Please take notice that the subject; a One or Two Family; ❑ Commercial, ❑ New Structure ❑ Addition to an Existing Structure ❑ Rehabilitation to an Existing Structure to be constructed or performed at the subject property will utilize; ❑ Truss Type Construction(TT) ❑ Pre-Engineered Wood Construction(PW) ❑ Timber Construction(TC) in the following location(s); ❑ Floor Framing,including Girders&Beams(F) ❑ Roof Framing(R) ❑ Floor Framing and Roof Framing(FR) Please note that prior to the issuance of the Certificate of Occupancy, the subject dwelling or building utilizing truss type, pre-engineered wood, or timber construction must be posted with a Truss Identification Sign, installed in conformance with NYCRR §1264 for Commercial Buildings, and NYCRR§1265 for One &Two Family Dwellings. s�- Sworn to bq#rp me this 51 Sworn to before me this r' day of 20 day of utgj! MZW ,20 23 _ G. -1yt l9gnature"64koperty O ^ Sign of Design Professional dvvterft Jk A TYL Print am o perty Owner Print N e of De 'gn Prof sional Notary Public r Y PUBLIC,STATE OF NEW YORK egistrationNo.01AL6428-144 Qualfied in Westchester County t� ssion Expires January 31,2026 Q'Jaft inot n4wkw Commta W EVM ft 25.213 (7) 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 YOM COUNTY OF WESTCHESTER ) as: Cameron /Jessica Sager ,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 Owner for the legal owner and is duly authorized to make and file this application. (indicate architect,contractor,agent,attomey,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 31 Sworn to before me this 3 day of 00tVt,_ , 20 1-3 day of ©C/ L- , 20 Z gnature o ertv Own na urc"fA iicant �ffii CA �<k_4.5��k a_ Print Name ofPi4erty Own t Name of iicant / Notary Public�q�q� Notary Public N C. Gaffied In Co 0 �C.L mm�S�rn E�:tr as Feb.2S, 0 wsoww"bi � Feb.R2I12( (8) 8/12/2021 t•--`^--�--•.—� ,rv.•.r......va•..�+.r.......�.r.....�..n+.+r+�wsrwraa..�+rr..t R\rL--.V I c E I �- FILE COPY 1 PLtM DEC — 1 2023 I ) I [)A7T+Fv1-. -.SAGERRESIDENCE • _ K ABBREVIATIONS GENERAL INFORMATION UILDING DE-PARTN1P A.F.F. ABOVE FINISH FLOOR JT JOINT RYE BROOK NY A.C. AIR CONDITIONING ALT ALTERNATE LAM LAMINATE - t"ONSTRUCTION GONTRAGT GENERAL NOTES ALUM ALUMINUM LB. LAG BOLT Prrrf� `Z APPROK APPROXIMATE LT LIGHT r (SIGNING THE CONSTRUCTION CONTRACT CONFIRMS THE UNDERSTANDING AND COMPLIANCE-0 ARCH ARCHITECTURA LF LINEAR FOOT/FEET : THE REQUIREMENTS OF THESE NOTES) ASB. ASBESTOS LIN LINEN AVG AVERAGE f 1. AS REQUIRED BY THE SPECIFICATIONS,ALL WORK SHALL BE IN COMPLIANCE WITH APPLKABLE f +MFR MANUFACTURER • BUILDING CODES. BM BEAM M.S. MARBLE SADDLE BRG BEARING M.O. MASONRY OPENING .l•• 2. VERIFY RESPONSIBILITIES FOR OBTAINING A GENERAL BUILDING PERMIT(OWNER SECURED OR BRG BETWEEN MAX MASONRY CONTRACTOR SECURED).THE ARCHITECT MAY ASSIST IN PROVIDING INFORMATION FOR BD BOARD MTL MAXIM SUBMITTING THE PERMIT APPUCATION BUT IS NO"RESPONSIBLE FOR FINALIZING OWNER AND B.O. BOTTOM OF MIN MINIMUM ETAL CONTRACTOR DATA(LICENSE CERTIFICATES,INSURANCE CERTIFICATES,ETC)OR SUBMITTING BLDG BUILDING MIN MIRROR �! PERMIT FEES.WHERE THE PERMIT PROCESS REQUIRES CERTIFICATIONS BY THE ARCHITECT A'ANY MIR. MIMIRCELlANE0U5 INITIAL DURING THE PERMIT,CONSTRUCTION OR CERTIFICATE OF OCCUPANCY PROCESS,NO'IFY CAB CABINET 1. r ARCHITECT IN ADVANCE DURING PERMIT PROCESS.CONTRACTORS,SUB-CONTRACTORS CPT CARPET N/A NOT APPLICABLE AND/OR VENDORS SHALL SECURE ALL REQUIRED LICENSES.TRADE PERMITS AND INSPECTIONS. CH CEILING HEIGHT N.I.C. NOT IN CONTRACT 3. THE CONSTRUCTION AND/OR PERMIT DOCUMENTS REPRESENT A GENERAL OVERVIEW OF THE CEM CEMENT N.T.S. NOT TO SCALE CL CENTER LINE CONSTRUCTION WORK AND CONTAIN VARIOUS DETAIL DRAWINGS IN SUPPORT OF MEANS AND CT CERAMIC TILE OC ON CENTER METHODS.THE CONSTRUCTION DOCUMENTS DO NOT REPRESENT EXHAUSTIVE INFORMATION C.M.T. CERAMIC TILE TILE OPNG OPENING DEPICTING ALL ASPECTS OF GENERALLY ACCEPTED INDUSTRY STANDARDS AND/OR CODE C.W.T. CERAMIC WALL TIME O.H. OVERHEAD REQUIREMENTS.THE CONTRACT DRAWINGS DO NOT DESCRIBE ALL MEANS.METHODS AND C.O. CERAMIC T COMPONENTS TO COMPLETE THE CONTRACT WORK.VARIOUS ASPECTS OF INSTALLATIONS AND CLR CLEAR PR PAIR ASSEMBLIES ARE ALSO AS REQUIRED AND DIRECTED BY EACH MANUFACTURERS UNIQUE CLO CLOSET PART. PARTIAL PRODUCTS.THESE REQUIREMENTS MAY BE PERFORMANCE ESTABLISHED,CODE ESTABLISHED OR COL COLUMN PL PLATE BOTH.ITEMS,ASSEMBLIES,COMPONENTS,MEANS AND METHODS REQUIRED TO SUPPLY AND CONC CONCRETE P.C. PLUMBING CONTRACTOR INSTALL THE WORK AS REQUIRED BY THE CONSTRUCTION DOCUMENTS(DRAWINGS, C.M.U. CONCRETE MASONRY UNIT I, SPECIFICATIONS AND CONSTRUCTION CONTRACT)ARE CONSIDERED-0 BE INCLUDED IN THE PLYWD PLYWOOD u. SCOPE OF CONTRACT WORK CONST CONSTRUCTION POLY POLYET•-YLENE ; CONT CONTINUOUS PREFAB PRE FABRICATED , U CONTROUCONTRACTION JOINT p.T. PRESSURE TREATED � 4. DISCREPANCIES,CONFLICTS OR PERCEIVED OMISSIONS FOUND IN THE CONSTRUCTION C COORDINATE y:.., DOCUMENTS SHALL BE BROUGH-TO THE ATTENTION OF THE ARCHITECT AND THE OWNER FOR Cu FT CUBIC FEET REF. REFRIGERATOR I CLARIFIG4-10N PRIOR TO PROCEEDING WITH THE WORK. REQ REINFORCEMENT S. PLUMBING SYSTEM COMPONENTS AND LAYOUT:HVAC SYSTEM COMPONENTS AND LAYOUT:FIRE DEMO DEMOLITION � ,, -�'• D DEPTH REQ REQUIRE(D)(ING) ; `' �,•. ,. R RISER - SPRINKLER SYSTEM COMPONENTS AND LAYOUT AND PRIMARY ELECTRICAL COMPONENT LAYOUT DETL DETAIL RM ROOM i AND COORDINATION ARE THE RFSPONSIBIUTY OF THE CONTRACTOR AND RELATED TRADES. DIA DIAMETER R.O. ROUGH OPENING J< FIELD ENCOUNTERED CONFLICTS SHALL BE COORDINATED BY SAID TRADES AND CONFIRMED DIM DIMENSION R.O.B. RUN OF BANK WITH THE ARCHITECT AND OWNER. DR DOOR DBL DOUBLE SCHED SCHEDULE 3. DO NO'SCALE DRAWINGS.RELY ON THE NUMERICAL DIMENSION MATRD(AS PRIMARY DR DRAIN SECT SECTION DIMENSIONAL INFORMATION.WHERE QUESTIONS OCCUR DURING THE BIDDING OR ES DWG DRAWING S.M.D. SEE MECHANICAL DRAWINGS rr CONSTRUCTION PROCESS,CONFIRM ALL CIRCUMSTANCES REGARDING DIMENSIONAL QUESTIONS OR CONFLICTS WITH THE ARCHITECT PRIOR TO PROCEEDING WITH SCOPE ANALYSIS OR S.E.D. SEE ELECTRICAL DRAWINGS EA EACH S.P.D. SEE PLUMBING DRAWINGS kr� INSTALLATION. ELEC ELECTRICAL Sim SIMILAR E.C. ELECTRICAL CONTRACTOR SPEC SPECIFICATION 7. TYPICALLY,DIMENSIONS ARE TO EDGE OF SLAB,FACE OF STUD.FACE OF CONCRETE,CENTER OF EL,ELEV ELEVATION SQ SQUARE DOOR.CENTER OF WINDOW AND CENTER OF PLUMBING FIXTURE,UNLESS 0'I,ERWISE NOTED. EQ EQUAL S.F. SQUARE FOOT/FEET 8. WHERE LOCATION OF DOORS ARE NOT DIMENSIONED THEY SHALL BE CENTERED IN THE WALL OR E.F. EXHAUST FAN STL STEEL (E).EXIST*. EXISTING STAR STORAGE PLACED t3'FROM ADJACENT WALL EXP EXPANSION STR STRUCTURAL E.J. EXPANSION/ISOLATION JOINT VICINITY MAP E.J. ALL WORK SHALL BE INSTALLED BY SKILLED TRADESMAN AND MECHANICS-RAINED AND FAMILIAR EXT EXTERIOR TYe THICK 1 1"—50'-0" DRAWINGS LIST REPRESE NTH MEANS ATIVE ON WITH COMMAND AND METHODS OF THEIR FIC OF THTRADE. ENGLISH LANGUAGE.HAVE A ALLWORK SHALL BE E.I.F.S. EXTERIOR INSULATION LG f INISH SYSTEM TBD TO BE DETERMINED T&G TONGUE&GROOVE PLUMB,LEVEL,TRUE AND SQUARE IN THE CONTEXT OF THE DESIGN. ALIGNMENT OF MULTIPLE COMPONENTS SHALL BE COORDINATED AMONG TRADES. 1pilwsobtwy PtLc F.O. FACE OF TLT TOILET ARCHITECTURAL: PO Box 442 FT FEET T.O. TOP OF 10.PRODUCT SUBSTITUTIONS SHALL BE SUBMITTED TWO WEEKS PRIOR TO THE COMMENCEMENT OF Purchase New York ,057! F.F. FINISH FLOOR T.O.W. TOP OF WALL THE RELATED INSTALLATION FOR REVIEW AND APPROVAL BY OWNER AND ARCHITECT.WHERE 914 204 6404 FL FLOOR TB TOWEL BAR PROCUREMENT TIME FOR A PROPOSED SUBSTITUTION IS GREATER THAN TWO WEEKS,ALLOW AN www tylerap com FDN FOUNDATION T TREAD - - - ADEQUATE PERIOD FOR REVIEW TO PREVEN DELAYS IN THE CONSTRUCTION SEQUENCE laclyn@tylerap com T•p TPICAL SHEET SHEET NAME ISSUED REVISED G.C. GENERAL CONTRACTOR AO COVER SHEET 10/31/23 12/07/23 nal=Tde..d�etll>�tedvt+•d+��t.t�„tr,ae>b.+�rr 11.INSTALL ALL FIXTURES,EQUIPMENT AND MA"ERIAL PER MANUFACTURER S REQUIREMENTS AND �p �nrrJlrglµMmtl�r>@tly�itbttf]lir S G.F.CJ. GROUND FAULT CIRCUIT INTERRUPTER UL UNDERWRITER'S LAB A0.1 SPECIFICATIONS 10/31/23 G.W.B. GYPSUM WAIL BOARD t RECOMMENDATIONS.PROVIDE ALL WARRANTY MANUALS,CERTIFICATES OR LITERATURE. arrtrrrt�t■�.tr�4snr�la�o���t► U.O.N. UNLESS OTHERWISE NOTED A0.2 SPECIFICATIONS 10131/23 REGISTER PRODUCTS AS REQUIRED BY MANUFACTURER.ALL MATERIAL.FIXTURES,COMPONENTS �_ ���tnyEttatlittent�c�etm HDR HEADER A0.3 SITE PLAN AND ZONING INFORMATION 10/31/23 AND WORKMANSHIP SHALL BE WARRANTED FOR A MINIMUM OF ONE YEAR V.B. c- .B. VAPOR BARRIER On"H.VAC. HEATING.VENTILATION&AIR CONDITIONING V.I.F. VERIFY IN FIELD EA rtr�� AS.O DEMOLITION BASEMENT PLAN&DEMOLITION ELEVATION 10/31/23 12/07/23 12.ALL TRADES SHALL COORDINATE AND CONFIRM CLEARANCES FOR FLUES,VENTS,CHASES.SOFFITS, 12.07.23 UPDATED PLANS H HEIGHT ALL PROPOSED CELLAR FLOOR PLAN&ELEVATION 10MI M 12/07/23 FIXTURES,ETC.,BEFORE INSTALLATION OF SAME HORIZ HORIZONTAL W.O. WALL OVEN H.W. HOT WATER W.W.M. WELDED WIRE MESH CLIMATIC&GEOGRAPHIC DESIGN CRITERIA ZONE 4A W WIDTH13.ALL FOOTING BOTTOMS SHALL BE A MINIMUM OF 4'-0'BELOW GRADE FOOTING BOTTOMS IN INCH GROUND SNOW LOAD 20 SHALL BE ON UNDISTURBED SOIL WITH A MINIMUM BEARING CAPACITY OF 1,000 LBS PER SQUARE FOOT.UPON FOUNDATION EXCAVATION,F007ING BOTTOMS SHALL BE INSPECTED BY A -- — WIND SPEED CIPH) 115/120 LICENSED STRUCTURAL ENGINEER TO CONFIRM SOIL CONDITIONS.ROCK SHALL BE SOLID AND SEISMIC DESIGN CATEGORY C STABLE PIN;OOTINGS-0 ROCK AS DIRECTED BY ARCHITECT IN FIELD.FOOTING BOTTOMS, TRENCHES AND FORM-WORK SHALL BE FREE OF DEBRIS AND MOISTURE PRIOR TO PLACING SCOPE: ICE SHIELD UNDERLAYMENT REQUIRED YES REINFORCING AND CONCRETE WHERE SOIL OR ROCK CONDITIONS DO NOT MEET THE ABOVE • PERFORMANCE STANDARDS.REVIEW CONDITIONS WITH ARCHITECT AND OWNER IN FIELD PRIOR NEW BASEMENT WINDOW WELL SUBJECT TO DAMAGE FROM: TO PROCEEDING WITH WORK •MINOR INTERIOR WORK AT CELLAR WEATHER FROST LINE DEPTH TERMITE — 14.PITCH ALL FINISH GRADE CONDITIONS AWAY FROM BUILDING PERIMETER AND COMPLY WITH THE P.oJxt nafla HARDWIRED INTENT OF THE SITE GRADING PLAN. SAGER RESIDENCE SEVERE 42• MOD TO HEAVY 41 Vl6ndingwood Rd,N 15.FRAMING MATERIAL IN CONTACT WITH FOUNDATION OR OTHER POTENTIAL HIGH MOISTURE Rye BrookNY 105" INTERCONNECTED ENVIRONMENTS SHALL BE WOLMANIZED'PRE;SSURETllEATED'MATERIAL INSTALLATION REQUIREMENTS MAY ALSO INCLUDE FLASHING AND OR OTHER MOISTURE MANAGING COMPONENTS AND MATERIALS.-------------� SHEET SMOKE DETECTORSCOVER'�n� REQUIRED AS PER SYMBOLS & MATERIALS WSBUILDING CODE SYMBOLS LEGEND MATERIALS LEGEND�J V ENERGY DESIGN CRITERIA �•� As Indicated 11x17 NOT TO SCALE SECTION NUMBER ® AR ® ROUGH LUMBER 1 AREVISION NUMBER `L*0"� ELEVATION COMPONENT REQUIRED PROVIDED MU All SHEET NUMBER POROUS i BLOCKING FENESTRATION U-FACTOR 0.32 032 0 50 100 150 PARTITION TYPE X:]2 ROOFS OP SKYLIGHT U-FACTOR Q55 N - PERMIT# � �---J /A onto seek NUMBER CONCRETE ® FINISHED WOOD GLAZED FENESTRATION SHGC b,c 0.40 OL40 1 1O WINDOW TYPE /r CEILING R-VALUE 49 3-49 ` / ( ADA 5 DIA WHEELCHAIR Prima"m !�j/ (�,�� AI.I SHEET NUMBER ® PREFACED CMU P YWOOD WOOD FRAME WALL R-VALUE 20 or 13+5' >-21 �C 3p `,• S B L# CfL: ���(((/// ( TURNING RADIUS 22-12 CEILING HEIGHT ` / MASS WALL R-VALUE 8/13 N/A ft ng up DETAI.NUMBER ®D 103 D DOOR NUMBER CMU RIGID INSULATION FLOOR R-VALUE 19 21 11DIJT cA 1 A Z' All SHEET NUMBER HARDWARE SET F—____ WALLS/ELEMENTS, BASEMENT WALL R-VALUE 10/13 13 CbeckW -fir � +�yf;► FIXTURES TO BE REMOVED ® BRICK BATT INSULATION SLAB R-VALUE&DEPTH 10,2 IFT 10 JT `opML AV �y 1 DOOR TYPE CRAWLSPACE WALL R-VALUE` 10/13 N/A DRAWING NUMBER a. R-vdues are nun ruins U-tactors and SHGC are ma-imunls.When insdiatton is installed m a cavity v.Nch a kss tha the tabu or Drawing Not EXISTING WALL STRUCTURAL STEEL GYPSUM DRYWAL m:tuessot the Insulaton.the retalled R-value of ft*insulation"rot be less thin the Rvalue soeowd in the table BUILDING IN TOR,Village of Rye Brook,NY p� C FLOOR FINISH b r1.e ferestration U-factor Column eatledes 51i1igh1s.The SHGC column appkes to Aglazed leneslradon Eaceplon`-►N ahts,,vv be uchded from glazed fenestration SHGC requirements in climate tones 1 tModgh 3 where the SHGC for such Sltti$htt5 dots not trceed 0.30 n1.1 SHEET NUMBER c. '15/16'mean R-15 conGrtnus insulation on the interior or artertor of the home or R-1 cavty•r&Aat on at the i verar of the baseiuu Tall INTERIOR ® GLASS B OCK ® COM POSIT- RIM 15r1v'shae be p!rttiued lobe rot Oth R•13 cavity Insulation on mtenor of ft*bas�mem vrall Nus R•5 continuous nsulmmn on the infer or AO ELEVATION NEW CONSTRif ION of e terior of the home.*10/13'treans R•10 corumwus utsuiatron on the lnttr w or eAenor of ft*home of f1 13 car fa usJttron at the `nfoior of the bawment wall 3 VIEW NUMBER d. R•5 shall be added to the required slab edge Rvaluts for heated slab lnsdlaton depth Shall be the depth of the footing of 2 Tea wftchc er. (HATC'PATTERN) kss in Crnate Zones 1 thvoegh 3 for heated slab e. There are no SHGC reyvirenems for the War rtz Zone ROOM NAME 00 1 000 ROOM NUMBER t. Basement vrall insulation is not required In d mmn h umd louWs r,drtlnd by FWr P.301 1 and Table 11,301 1 ROOM NUMBER g. fi t♦alitue-isca%itltnhil the on.theN(8d%-ity R-i9mntuxxl wr_Ld h. The first value i5 Uetily InsdlatiOrL the second e:lue a ctanlnlWlE rsJrion,m'1J•�mrarc R•IJ cavity nsdlaton dra R-;coot rvous itisdlalmn i. The sc-cord R•vahre applies v*en more than nab the msutaton a on the,menor of the mass,ag 3. CLOSEUCELL SPRAY POLYURETHANL f OAK Bto-based.1.7 Ibs/cu it min,a two-part product with an R-7/1n, FL S:At least one thermostat shall be provided for each separate heating and cooling sum.Each ame shall UNISION 6 Igf= compressive derstrervapgth of er psi,flame spread mass than is smoke development Index loss than 450.pass for furrgt resistance.wager vapor permeability of 2 perms for 1'Oiidc foam and water absorption of 02%and shall be have at hest one Bmrmostat capable of autamoucaly adjusting the space lamperature set point of ties largest has" ce.tlfled to meet Greenguard's Indoor air quality criteria.An acceptable product Is 1M Cowbond Ill Insulation as 1WL. 11 SCOPE OF WORK:Contractor shall fumish and Install all labor,materials and equipment required to complete all work and cooling norm and capable of controlling the head%and cooling system on a daily schedule to malydatn&fierent 61 manufactured by Johns Maryville. shown on drawings and work required for a complete proled.Ali materials and workmanship shall be of the best quality hmrperahae set points at different times of the day.The thermostst shall include the capability to set back at and shell meet all applicable codes Drawings and specifications shell serve as general limits and minimum standards for temporarily operate the system to maintain mrte temperatures dorm to 55 deg F or up to 85 deg F.The thermostat A. BLS: 4. OFI L SPRAY_Bto-based.1.7 Ibs/cu ft min,a two-part product with an R-3AAn,compressive strength of 23 scope of work Contredors.sub conbactos and vendors shall abide by and provide for residential Industry standards as shall initially be programmed with a heating temperature set point no higher than 70 deg F and a coding temperature psi,flame spread lass than 25.smoke development index less Oars 45%pass for fungi resistance,water vapor wall as adhering to building code requtremenls. set pond no tower Oran 78 deg F 1. FRAMING LUMBER All first-fivar sill plates stall be construction grade.'S.YP.'pressure treated minimum Fb-1550 pa►+eab+fily of 2 perms for 1'thick foam and water absorption of 02%and shall be cerlffted to mad Greenguard's lost.ullUng double plates installed on sill sealer gasket.All other framing shall be Milgineered ManutsCdued Lumber' Indoor alr quality criteria.An acceptable product Is JM Cwbond Open-cell Insulator as manufactured by Johns 12 The combined proved documents are not provided as exhaustive and expansta detailed explanations of every and all The HVAC sub-contractor shall submit alternative thermostat types wfth a range of features and tochnology to the comer [EMLJ components and or in conjunction with mist man grade'Doug.Fir,No.2 and better.with a minimum Fb Manville materials,componenth%assembles,means or methods Qualified licensed construction trades are antfckpated to and architect for review.Minimal features include control and monitoring from Smarl-Phones,tablets,laptop computer of 1000 psi and a maximum moisture contend of 199L Incorporate their trade expertise and merge reguirerents of manufechired materials and components into the or desktop computer. a suffi A :For each product Indicated.submit manufacturer's product data.product test reports based on Implementation and reWhat ort of the proved.The project documents shall serve as general limits and minimum standards 2 BNO.uN=As compfiart wtih and Integrated In'Engtneer Manufactured Lumber'system components or In comprehensive casts performed by a qualified testlrg agancy.wwtronmented'green'perfannence/certiflcstions.and for the scope of work All materials and workmanship shall be of the best quality and shell meet all applicable codes and L DUCT INSI III ATIONi Supply ducts in attics or roof framing cavities shall be insulated to a minimum of WIL All other incidental cimumstences'Doug.Fir'Na 2 and better construction grade.5/4 x 3.8'maximum Orr.In all floor and roof Installation me nual. applicable trade standards, duds shall be Insulated to a minimum of R-6.Exception duds or pardons located completer Inside On building framing.Where metal cross bridging and bracing components are utilized types,slaw and spacing shall be coordinated thermal envelope with a maximum lengthy of W. with'EML'merwdocbuer via submittals with'EML'shop drawings. C. RMTALLATION a MAPLEMENTATION,For such product Indicated.comply with the manufacturers spec iaabons and 13 The architect anticipates interface with all trades,vendors and manufactures towards confirming seemkms workflow.fit Installation instructions.Comply with the Energir Code's performance thermal values as listed In tits We and finish.Interface may Include but not be limited to pre-procurement review and vettlng of proposed materiels. 1 rA ICT^Fv ING:All duds,air handlers,filter boxes and building csAtles used as ducts shell be sealed.Joints and 3. SI IRFI OO ShoOing shall be one layer 3/4'T&G(tongue and groove)CD Interior plywood glued and screwed to products.components and assembles via discussion.email or correspondence yielding detailed post procurement/pro- seam shall comply with Section M160L3.1 of the Residential Code. floor joists or Advantedn W T&G Flooring ATLf15 23/32'glued and screwed to floor Joists.Penel span rating of 32/16 73 liOMNG:NOT USED InstaitaCon submissions,shop drawings or review of other relevant product or component information. and panel grade shall be APA rated Sturd-I-Floor for subfloora K. •Building framing cavities shall not be used as supply or return ducts and plenums- DMSIONg DOORS AND WIN - IA CWE .All vwrtc aFd- s�ka�f andTcompirwVVWl fi COX mdrEne"-VM p1YWbWdbon1oir-sTopi roffard iWr-- ordinances and the following authorities as applicable: L MECHANICAL SYSTEM PIPING INSULATIONe Piping carrying fluids above 105 deg F shall be insulated to a mirdmum deck candalons,Sheathing shall have a panel span rating of MAIL 81 INTERIOR DOORS: of R& 2020 International Residential code of New York State S. RtQR WAl I SHEATHING Sheathing shall be 15/3r CDX OSB(oriented strand board)or Advantedr 16'sheathing A. MTFJ4tAL5: 20M Energy Conservation Code of New York State M.C CULATING t9)I.WATER-All circulating service hot water piping shall be insulated to at least R 2 and they shall for walls-'ap System'%tin built In water,reslsitm barrier.All scams must be sealed with 71p'system tape.Panel span National Electric code lyhdude an automatic or readily accessible manual swWt rafingaf 32/16 and panel grace shall be APA rated Sturd-h-Flooe for subficors. lnfariw doors to mffbch existing doors National Fire Underwriter Coda N. H.Outdoor air intakes and exhausts shall have automatic or gravity dampers that close 6. ROOF EATHIW%-Sheathing shall be 5/8'CDX OSB(oriented strand board or Adventech 5/1r T&G sheathing for a S MMff rA�c:For each product Indicated Submit manufacture's product data.product bast reports performed by L5 IBIS:The eontrador ls responsltule for flung for any and all permgs Including the general permit form the local when the ventilation system Is not operating.Auutor natc dampers shall be hiked to relevant system control panel Roofing-Mp Systam'with built In water reslstve barrier.All seams must be sealed with'ap'system tape.Panel span quaff testing agency. building depart eat The contractor shall confirm via prior arrangements or agreements regarding permit fee acOvading the open or close mode as required by the units operation.This function Includes fresh air Into supporting rating of 32/16 and panel grade shall be APA rated'SWrd-I-Floor for flat root decking distribution,ralmbtuse s or dared payma&Ihhe Architect does ad aslablish,caktulate.reptesed.warranty or combustim Combustion air function shall Include an emergency default sequence should the combustion air intake (± 3 for es h product trdteelm I compty with tfre manufadureft spectflartions and otherwise at end to the declared value of construction as It relates to establishing permit tees satisfying municipal damper not open which shuts down the combustion unit ectrating an alarm function either as a panel W or other 7. ENGINEERED LUMBER:Final'Engi veered Lumber'use and design shall be the product of submdtHng the architectural Installation Instructions. definitions,gages or ofQdevits.All coealruction permit related value declarations are established by or between the building coda and industry compna►rt alarm notice. framing drawings to a selected E ngtneered Lumber Manufacturer for the purpose of reviewing and refining the design contractor and owner. and Its components to better suit each mamrfacturees unique products.Overall deflection and performance Indent SA DOOR HARDWARE, OL EOUIPMENT SM&fieatng and cooling equipment shall be steed In accordance with ACCA Manual J or similar reflected In the framing plans shall be Incorporated into the manufacturer's final design and confirmed on the shop L6 Each construction trade shall be responsible for obtainlrg permits relevant to trelr respectable trades,as well as all section of the Residential Code. drawing submittal.Where specific performerece stsrdards are not reflected In the Initial desigru layout✓,all span and A. to match existing hardware required Inspectlors.Qes.UL-eledrteal permits and Inspection;plumbing permits and Inspections If applicable).Flan) deflection performance shall meet or exceed bulkflng code requirements.Furnish and Install as per selected payments shall be subject to the contractor providing the Owner with a Certificate of Occupancy upon completion of the P. LIGHTING EQUTM 100&of the lamps In permanently Installed fighting fixtures shall be high-efficacy lamps and manufacturers shop drawings and plans The impish design was based on'Weyerhaeuser i-level/Truuss Joist System'. 85 VIfINDOWS; job. be Included with installation costs. Other accepted manufacturers shall Include%eorgle Pacific'.'Boise or other pre-approved equal.Provide all L7 The Contractor shell schedule and perform all required lnspectlors.Contractor Q A sirmgie electrical meter Is anticipated for this connections,hangers etc.for Instillation as specified by manufacturer. L Sizes and types as shown on the drawings with basis of design by'Ar dersen 400'series ut Ift a her density fiberglass exterior material with aluminum interior covers in a 45'min jamb depth and 15'frame tdduess with shag coordinate the required muntdpa*Inspections with the local code erforoement official.Contractor shag fumishh project A range of meter devices may be available by the energy delivery company.The range of devices shall be 8. ROOF TiE-DOWN*Roof tie down straps and anchors shall be Identified in contractors bid as an Integrated Engineered Integrated perimeter nalling flange system. Owner with a Certificate of Occupancy from the permitting agency.Contractor shag fumish all other werrenteas and provided to the owner and architectural team for review and vetting prior to commencing electrical infrastructure Lumber System verified by the Engineered Lumber Marnrfacturer In their shop drawing anus and submission.The ire documentation listed in won before project completion and final payment installation The meter type shall be coordinated aft the elements outlMad in Section L13. downs shall be based on'High wind truss/rafter tie-downs'as manufactured by Simpson Strong-Tie'. 2. Glass shall be Waded quality complying with commercial Industry standards and quality set in black silicone L8 TILDE INSURMCF Contractors shall furnish Owner copies of Insurance beading Insulating utl azfr y dual-pare filled with LowPhotovoltaicschedule -E Argon-Krypton gas agency or municipality Including workers compensation naming Owner and Archiled as certificate hollers, panel area is generally depicted on the roof plan.Panels,Infrastructure and components Introduced to the project shall praxes,Installation details and on-site storage requirements. be reviewed and coordinated by the contractor with potential vendors,utility energy delivery sources.sped5c trades 3. Glazing alternatives shag be presented to owner and design team exploring performance qualities 13 LEES:General Contractor and each trade shall be licensed as required by the State of GwVecticut Fairfield impacted or Integral to the Installation of the system.The contractor will review incenthre programs with polontial G NSIALLAIION tint. between Low Fl.tow Q,Low E3,Low ERS or Low EL.R Final selection to be confirmed In vendor/disMbutm's County or the municipatty govemirg the proposed work Contractor shell furnish a copy of license certificate of all vendors and share the opporlunNiee with to owner.The system shall be Installed by a certified installer to meat final submittal. trades who will be working on the proved to the Owner. NYSERIDA and utfrlty company requirements.Contractor to coordinate with certified irstagafs other peripheral 1. For each product Indicatd.comply with the mamufawmurer's specifications and Msballalfon Istrudlom installation requirements by local agencies or departments. 2. All pantos to have;shoo shoe and double cap plates and shall have overlapped corners Double studding around all34% 1A0 ca ARANTt •�General Corntrac tw shall provide a one year guarantee for all workmanship and material from date openings at corners and properly trussed emu all openings Corners for all nouns to be framed solid for Interior 4' thickness d be d consed on confirmed In unto sizes ributo lag 31,submittal. 4.T or 5 7 mm trick as required by of substantial completion as establlshed by the Architect.General Contractor shall furnish all other documentaton, 1.14 ENERGY STAR:Equipment.components and systems shag be certffled'Energy Stsr compitant Where the Contractor has finish.Wood cats shall be placed between studs In all bearing paredans and those over 8'high m1r's performance standards and confirmed Invendor/ctstributar's submitfaf manuals and warranties before project completion and receipt of final payment a partnership agreement with the'Energy Star Program'the owner shall be advised of the experience and opportunities 3 In limped Instances and fremlrg conditions(prlr Iy at exterior walls)a single top plate is acceptable where detaied as S. Ali glaring shall be tempered where witldn i8'of floor.36'of a door and at windows directly adjacerd to stalra. presented by partnership status.When and where available to the construction process the Contractor shall select a secured directly above an engineered lumber beam. Differences between tempered and non-tempered glaudrtg colors shall be highlighted by vendarldistributor with 111 SOLI:Contractor shag eneaute a contract[or contracts]with Owner utilizing valid and relevant AIA Contrad Home Energy Rater to work with securing relevant cereftarionns and certificates for to new residence.The Contractor 4. Beams and girders:Three Inches(3')minimum bearing over all supports.All headers and tail beams not supported by owner and design team fa determine If adjacent glazing should be selected for continuity In color and grit Documents or otter form of agreements approved by bath parties The Archttact may review the contracts for submits all the required Energy Star documents for certification end p►esenl all documahtatlon to the owner. wood ledgers shag rest on metal hangars.'Simpson Strong Tie%`Tecv'or pre-approved equal.Splice only am construction at the owner's request Where the construction agreement includes the architect as an agent of the fawner supports.Joists shall have a minimum of 1%*bearti& & Climate zone requirements relating to U-factor of shall be 0.32 or better conrOtsnt with r"ivit bWlding coder revfewtng payment requests the archhed shall be made aware of this task via writing and the payment request 5. Provide sold post or solid striding below all beans and girders at bearing points requirements and the SFIGC shall be OAO or better.U factor of Andersen Windows(as basis of design)Is MM appllcetons shall be referenced to a comprehensive project Tchedule of Values' & Where continuous or incremental engineered lumber beam spans exceed 1W engineered lumber stud nests or posts shag be used embedded in adjacent wail framing and bloc lmd solid dawn to steel columns or colic foundations in 7. Units shall be equipped with screens and hardware feu locking and opereto.Finish shag selected by owner and 112 CONTRACT SET OF IxRIMS if required by article of construction contra4 the Contractor and owner shall sign a set 21 SCOPE OF WORK:New work requires selective demolition and site preparation basement with eng!n n ed lumber blocking matching bearing we above and below. design tearm of contract documents(drawings&specifications)which shall serve as the contract scope of work for the project 7. Provide single lack studs at all openings to support headers,unless otherwise noted. Additional agreed upon tams shall be wrttian and approved by both parties and become a part of the contract 8. Set all beams,girders and Jots and rafters with natural crown up and sills In corhtsd with concrete shag be double asses & All windows must meet energy star end bear a National Fenestration Rating Council(NFRC)label indicating S. All wood plates a plats icily pressure treated S.YP.set on a sill compliance. 1.13 ALLOWAINCM- Shall be Included In the contractors Scope of Work The allowances are to be applied toward the 31 POURED CONCRETE:NOT USED gasket system and pre-fled to correspond to fourdatlan anchor bolt paIIem. purchase of a pre-contract schedule of Rams creme by the Owner.Archited and Contractor.Installation of all 10.Face grain of plywood to be perpendiculm to joists and sbuddh.with staggered lob is PwWe clips where necessary. 9.AD windows and window Installations to meet state and local wind speed one and load resistance requirements allowance items shall in pe Include in the general eontrad Seam of Work A Schedule of Allowances'will be developed In 1L Nailing:All perimeter(emte a rlor)wells and Interior bearing walls studs.jack studs and posts.shag be toe-nailed to sill, conjunction with the contracts for constructon 32 STEEL REINFORCI :NOT USED bolbom and top plates with three 16 peM nails,one nail on am side and two on oppashe Double end nalling is A. SUBMEIA S:For each product Indicated submit mamufachm's product data.product test repots based on L14 S N.S:In general,equal or better product substitutions are permitted where specific esthete dashes or 33 :NOT USED permitted itted to set parBOons and can remain on none-bearing interior wells only.IW nailing,shall conform to the applicable comprehensive tests paniormed by a qua!tffed 'green' requirements are In In question.Proposed altoduct s submittal dare permsnts shall include a side esthetic side comparison to Building Code in Division 1. testing agency.eras actual rough ' n'ingB n fteK I er0flcatonm applicable Energy Stec label,shop drewfrhgs fo windows based on actual rough openingw in field,Installation manual the specified product's submittal document(s). DIVISION 4-MASONRY-NOT tfWn 62 M.%iG�ENTR C SIDINGAND i l"ING, � Contractor to furnish and Install Oro PO Box 442 following but not limed to Purchase New York 10577 B. IN;ifALLA1>QN!k 'For each product Irdkabad.comply with tiro manufaxdlurers tapeciflcetiorrs and 914 204 6404 115 GENERAL ENERGY EEMENCY PERFORMANC STANDARDS and SPEEWE RE1kAREMENIS RELATED TO THE DIVISM b MLTALS Installation Irstrudtans. www tylerap corn ENERGY CONSERVATION MNSTRUCTION MOE A. AIATEENLS: lactyn@tylerap corn 1: Installation details shall be further depicted In submittals package with particular attention articulated for flashing Nft"oribsavacc"w*eaaaau,d,"b*kV*badoM6 and anchoring requirements, WN aKdhdw=uftx»� aS42:09 IF�nfit Thm&$ A. Contractor shall furnish and Instag a permanent certificate[or certificates)on or adjacent to the 2. �� coil[traova.hwr.a.Aar�oeasw.sa.mahaa�a>� electrical panel without obstructing the visibility of the circuit directory label or other labels The certificate shag list the A. MA'1E818LS; I. predominant R-values of Insulation Installed In or on cellIng/root,walls,foundation and ducts outside conditioned "An60XrWzdefhmi n2ft ► spates;U-hectors for fenestration;types and egdendes of heating,cooling and service water heating equipment Ild L GENFBA{.,For metal fabrications exposed to Mew In the completed Work,provide materials with smooth,flat a. As rested above it majority of exterior trim assemblies are composite assemblies. &6 OVER141FAn DWRS:NOT USED either gas fired urnmrrhed room heater.electric fumace or baseboard electric heater as appropriate,but not the surfaces without blemishes.Do not use materials with exposed pitting,seam marls,roller marks,rolled trade Daft is efficiency. names or roughness. b. Trim locations Include window surrounds,door surrounds,comer boards.rakes and fascias shall be in widths to DMSION 9 FINISH 2 ASTM A-36 or A-36M. match existing or as Indicated on drawdngs and shag be manufactured by TruExtadw Trim by Boras Paint as selected B. Mesa ptlre for Ctlmate Zone 4A 3 MM COLUMNS-ASTM A 36 with welded steel plates at top and bottom by the Architect Where specific profiles we not arallabla through T►uExterlor Trim,Azek trim pieces shall be selected SCOPE OF tNORK Contractor sha l furnish and Install all labor.material and equipment required to complete all finish work as Refer to Energy Design Criteria Schedule on cover shed(sheet AO W feu required and provided Insulation values. 4. WELDING RODS AND BARE ELECTRIDDES.•Soled according to AWS specifications for metal alloy welded. by Architect Submit all trim components to Arc lbed for rowlew and approval. shown an plans Fintshes shall meet flame spread and smoke Index requirements as per Building Code indicated in D1Msinn 5. PRIMER FOR INTERIOR STFEL Shop paint with modified all alkyd primer,Tnemec 88-559 or 10-1009 or 1 or as noted on drawings.C. AIR i F AKAGE The building thermal envelope shag be durably sealed to limit infiltration.The sealing methods between equhralerd.Primer shall be compatible with finish pakhi 2. left disshntar materials shall allay for differential expansion and contraction The following shall be sealed(caulked). 6. PRIMER EOILGALYAN®-STEEL Shop paint with polramWe epoxy primer.Tnemec F.C.Typoogy Series 27,or 91 AH.D Installed with a gasket weather stripped or otherwise scaled with an ab barrier matsriaL suitable film or solid rneterial: equivalent Primer shall be compatible with finish paint. Interior trim must match existing him. 7. FASTENERS-Provide Type 304 or 316 stabdess-steel fasterters for exterior use and zinc plated fasteners with A. MATER IAI.S' - L All joints.seams and penetrations. costing complying with ASTM BM Class Fea n 5,where bugt Into exterior watts,except as otherwr4se noted. Do not deliver or store Interior trim to project site until HVAC system is fully operatimal.Do not store trim on the site or L GYPSUMABQ:5/8'trick(or unless otherwise noted)with tapered edges as manufactured by United States 2. Openlngs between window and door assemblies and their respective jambs and framing Select fashmers for tree,grade,and class required. garage or other exterior climate.Acclimate all wood trim to interior climate for one week prior to installation Interior Gypsum 3. Utility penetrations.Qnduding-MEPF piplrig/condedt) & AWHN B LJ;�ASTM F 1554.Grade 36.Anchor bolls shall be rated for contact to'ACQ'pressure treated trim shell have a maximum moisture content of 159E 2. FIKBAUD INVIL X GWSUM BOARD:518'thick(or unless otherwise noted)with tapered edges as -- - 4. Dropped oelMW or chases adjacerd to the thermal envelope- material. manufactured by United Slates Gypsum.installed Q)layer 5/8'Type'X'on both garage and house side of"I ,-______- 5. Knee walls. 9. Regular hexagon-head bolts.ASTM A-307,Grade A.with hex nuts.ASTM A-50 and flat 3. 1'ITCHEN AERN rS KITCHE.i�COUNTER TDPS IQTt HLN BA(�6Stf,HATH VANUM&RAT►l COi INTER and an��ceiling.AD columns end beams supporting space above garage shall ba flnTshed with 5/8'Type'X' '- - -_.-- 6. Walls and eellingo separating a garage from conditioned spaces. washers Botts,nuts and washers shall be rated for contact to'ACQ'pressure treated material. I - AND MISC t�IOM-CA INEIB:TBD The drowdngs Indicate schematic layouts for Idtdmen. °`°i"'^"� 7. Behlred tubs and showers on exterior walls. 10 ASME 818.6.3 bath and misc bWll-In cabinetry.Contractor to tzordlneta with owner procurement of cabinetry Na specialty vendors or mum board SAGER RESIDENCE 3. BESISIMiI GYPSUM fl4Af3Q 5/8'thick(or unless otherwise noted)wlth tapered edges as 41 Villydingtveod Rd,N 8. Common walls between dwelling units. IL LAG BOLTS_ASME 81&Z1 sub-contrectos.Confirm final design and details via'Shop Drawing Submitals'.Shop drawings shag Indicate design, manufactured by United States Gypsum.install in bdhrooff s and foundry rooms where the on cement backer Rye Brook,NY 10573 9. Attic access openiigs. 12 YAM Flat head,carbon steel.ASME B1&&1 corstructlM finishes and accessories.Contractor shall coordinate final designs with electrical,plumbing,lighting and board is not Used. 10,Rim Joist junctions. 13 PIATEWASHM Round,carbon steel.ASME 818.21.1 venting layouts.Contractor shall also coordinate adjacent ftnistum0a tile.storm,bim/millwork ew 4. - 5/8'tick(or urdess otmmwise noted).aggregated Portend cement slurry with iL Sig plates and headers.Foam plastic(spray fosm insulation)shall be permitted to be spray applied to a sill plats, 14.1 l CK WASH MS hieacaf,spring type,carbon steel,ASME 618.211 polyrtuer-coated glass-fiber mash.edges wreath and squam water durable and mold resistant An acceptable header and rim joists without the tremal baffler as spekdfled In the Residential Code.subject to the following: 15 EVANSIONANWHIS Carbon-steel eomponerds zim-plated to conpfy with ASTM 8-633.Class Fe/Zn 5. B. S RMITTA S For each product Indgatet submit manufacturers product data,product test reports based on product ps Durodk Cement Board as raraufecahred by United States Gypsum 17 ------- -- ----_� a The maximum thickness of the foam plastic shall be 3 1/4'ind"M Anchor bolt and sleeve assembly of material Indicated below with capawly to sustain.without follure,a load equal compreherrs"tests performed by a quapRed testing agency.ervAron mmental'green'perform ance/certficatlons 1rFSC orarrtaw helm b. The density of the foam plastic shall be In the range of 0.5 to 2.0 pcE to ale times fie load Imposed when installed In unit masonry and equal to four nines the toad imposed when Certified,etc)and installation manual. B. GALS:For each product irdtcsbed,Submit manufacturer's product dais,product test reports performed by SPECIFICATIONS c. The foam plastic shall have a flame spread Index of 25 or less and a smoke developed index of 450 or less, Installed In concrete6 by testing per ASTM E 48& qualified testing agency. when tested in accordance with ASTM E 84. C. NSIALLATION A IMPLEMENTAJIM: 12 Other sources of Infiltration. a SUBM For each product indicated.submit manufacturer's product data,product test reports based on G WaUlAffiJft&IMPt.EMENIADOft For each product indicated.comply with time manufacturer's spadfications and comprehensive tests performed by a qualified tasting agency.environmental'greed perfornanoe%ertiflcetlos and L Work stall be&=rrately and ready done.properly plumbed,squared or lese-W with Ughd jolntL installation instructions Furnish and Install a(3)three cost compound and sending Rnlsh over all gypsum board per _ _ EL AIR SEALING AND INSULATIOM Building envelope air tighbtess and insulation instsllotlon shall be demonstrated to InstalleSort manual. 2. Exterto hardware and all exterior nalls shag be galvantBd or of non-ferrous rust resistant metal.Countersink nags and manufacturer specifications to receive paint or other finishes inslallatian shall be secuyed nailed(and glued where r�aa� - _ = comply with one of the following: set nails in putty where face nalling Is required NI nalling shell be blind wherever possible. specified or required)using method's in accordance with manufacturer's Instructions. '1x'/NO'-O St 1t1 E L PIKXHJCr QATA:for Pald products 3. No framing or finished wood shall be within 8'of flnished grade or where tau than 8'(or covered by grade).shag be L When testing air leakage Is less than seven air changes per hour with a blower door first procedure at a pressure of 2. SHOP DRAWINGS Doing fabrication and erection of each metal fabricatmn Indicated.include pimm etevatiots, protected with a water proof membrane system Incorporating a cashed stone drainage course and weep system. 92 CERAMIC T'Im F 1.0 psi specified In ASHRAE/ASTM E 779 as conducted by a qualified person. sections and details with their conn odtons Show wxfnoage and accessory items. 4. Wood flooring shag be apdimeted to the installation environment and atmosphere.Wood flooring shag be stared In the 2. Where required by the code enforcement offidaL an approved party independent from the Installer of time insulation 3 WELDING CERTIFICATES Copies of certificates for welding procedures and personnel Certify each welder has tampered installation environment two weeks prior to the commencement of lnstagatom Dash patch sub-floor dimples A MATERIALS* shall inspect the air barter and Insulation fisted In the coda passed the AWS qualification tests for welding processes involved and If pertinent,has undergone recertification and deflections level prior to instaging leg. E Etecessed lumlrhautes installed In the buiWirg thermal envelope shall be sealed b gait air C. IA6SIlU.L11&1taPlEMIhIIAItOlY 5. interior wood stairs shall be sanded and prepped for staining or pairhtirmg as selected by Owner and des*town. 1. Shag be marble,starve bluestorue.Ole or ceramic mosaic ties In alms,colors and patterns as outlined on'fr&erlors ok Package'drawrings,or as selected by Owner or Arehitaed am e..i, leakage between conditions end unca ditloned spaces AD recessed luminaries shall be tC-retad and labeled as DMSKM 7-IHERMAl MO MOL�iI1l6L PBOI1:;Ci M 2. Shall be grouted with non-shrink grout in colors as selected by ArcfrttecV*w rwr-Provide a one part mdWew 1001123 Gr��.Vz�_.. rY meeting ASTM E 283 when tasted at 157 psf pressure differential with no more than 2.0 cfm of air movement from the 1. For each product indicated,tortmplr with the manutactim's specification and Instatlatlort lrnstrudions j resistant sfgoone sealant on all non-traffic areas,and a mupt-pait pourable urethane sealant on an high traffic . FY4; 1' conditioned spate to the celfing cavity.AD recessed kanlnarles shaft be sealed with a gasket or caulk between the 2. Anchor bolts shall be gatventeed steal its'diameter anchor bol%with a minimum embedment of 12'in foundation floors. ter qwt no ru f`'�`vf` housing and the interior wall or calling covering. wag and 3-'hook'.Botts shall be spaced a maximum 6'0'O.C.a minimum of two bolts in each plate with bops �C wc'1�n °`? ,` .j!) kcabad not+rare than 12'or less than seven boil diameters from each end of the plate Nk bolt must have washer 71 3 Provide a white marble saddle,slued b match wag thickness and/or openlrg.at all transitions between tiled and 2�12 jy V � ;__• I F Windows.skylights and sliding®ass doors shall have an Infiltration rate of no more and nut securely fastened non-tllad floors and dtrt�r below door. :�f.�, fJmarh 03 cfm per square foot and hwvtrtgirsg doors no more than 0 5 cfm per square foot,when tested etxording to NFltC A araa�ao cols ' �Y 400 or MtNJ�/INIDIIAA/GSA 101/I S2/A440 by accredited Independent laboratory and Itsfad and labeled by the 52 k]Dl n-F n ET F RAl1A1NG Provide an'Allowance'In bid proposal for tilo end stone work JTMD Cn - rY� -� �^ mam1facizaer. [WHERE APPLICABLE iN SELECTED BASE3AENT FRAMING CRMMSfANCES] 1. Gt ASMMgrr,M J N51 r1 ATION:Blo-based materials teed contains no phenol,formaldehyde,acrylics or artificial �A �''d 2_L Gr EL For each product Indicated.Submit manufacturer's product data,product test repots performed by cr�.a awn y calms A minimum of 30%posh-consumer recycled botee glass and shall be eerifled to meet Greertguard's Indoor air qualified testrrg agertry. `O N- G. MINIMUM GEAR AiR SPACESANQ.MM,01PENINGSFORVENTMCIAQQiNGS(Where required under vapor A. MATERIAL&Standard C-shaped steel studs.punched with stiffened flanges,0.0W min base-metal thickness.l-W quality crteerta.Unfeced bait meals AS TA/C 665.Gass A An acceptable product Is Ecobatt Insulation as manufactured JT barriers sectloi) flange width.U-shaped steel track,unpurnched wdth unsUffened flanges.M accept"marrufacturer is D9et►ich Metal by Know.Provide Knours High Density insulation for reduced thermal cavil►depths where the standard lnsuWtton C. 1CWAL AIX?fi KIMPLIMLN IAIJON Framing cannot meet the thermal requirement Provide KruWs QuletTherm for sound attenuation bat especially if metal stud wrawAns won L Stucco with 3/8'dear airspace with 3/8'continuous slot want openings at the top and bottom of each wall. framing ls ersed.Provide Knaut's Staple Free luafi faced bats as standard insulation If stud cavity widths are no more 1. For each product Indicated,Including thin-set and grout comply with the manufacturer's specitcatlo s and 2. Brick with a 2'clear airspace behind the brick with vents at the top and bottom of the brick The vents shall be a RUBMITTALS:For each product Indicated,submit manufactuer's product dada,and Installation manual. than 16'on center,which can also be used for sound atlenuallim Installation Instructions,as well as the Tile Council of North America. VW x 25'openings every trlyd brick at bath the bolls and the top. 2. Install Was where Indicated on drawings or as directed by Architect or Owner. 3. Stone or masonry veneer with a 2'clear airspace behind the store with verb at the top and bottom Tha vents C. WSTALIATION&IMPLEMDaADW For each product Inrdicated,comply with the manufacturer's specifications and 2 U1ACI HEDMHEQCHF5 AS1NDICAE-ON ROOf PLARAND MOMMIEQ- 3. Install floor the on%"cement backer board over subtioor. AO.1 shell have st least 1 square inch of vent area for every 24 Irrehes of wall. Installation Irtsfructiins. MKBOQE AWMANE MANUFAM :Ehxtruried polystyrene Imuletiore.ciased-Call 4. At wet areas,isteg Ladcrete or equal artt-fracture moisture membrane coaling over cement backer board before 4. Thin set masonry(cent oonposib tomaetel thin set brick or other thin set masonry ftrdshh products shell I ntagrale a structure,R 5/Inch.compressive strength of 25 psi water absorption of 0.1%,water vapor permeability of Ll perms max. the instelkdkxL means of managng moisture Inflltradlon krto construction assembly by uUnft a..hotsbure dralnaga mat or other 53 no water cepi lout',flame spread at 5.smoke developed at 45-175.An acceptable product Is Foamular 250 rigid foam 5. A one part miideww resistant silicone sealant shag be appfted over file on non-trafgc areas,A multi-part pourable assemblage In compliance with or as required by the tin set masonry unit manufacturer. STRAPPING AND MISC FASTENEIM Insulation as manufactured by Oweris Coming and shall inciu de a fully laminated wearing surface board. urethane sealant shall be used on huh traffic are wr-z-r-L - 5. Panel sWtng with 3/8'inch clear ahspace with 3/6'continuous end want openings at both the top and bottom of each wag. Refer to framing connector schedules and drawings on sheets SLW and SL02 5A H f LR IQ JQh M&1,LQ$_Q11iLR ME TAI COMPONF N IS f matal%lding c1arlding-fn�ig-offitsflashingand roof mm panenlSl 93 PAWING AND STAINING: A sAAlElilAlS: 1. )FOR Provide two(2)coats of palnt aver one(1)coat primer to all unfinished surfaces Inside the bullding trtrtor trim around doors and windows,and base trim shall receive(2)coats of semi-gloss latex paint over primer.Send trim between each coat.Colors of paint shall be selected by Owner/Archttect.Paint shall be 'Benjamin Moore''Eco-Advantage'and'Eco-Spec'products.Final paint schedule shall be provided by Owner and Architect Conflrm painting scope and assumptions in bid proposal. 2. :Exterior wood trim,moldings and ornamental wood accessories on structure to receive two 0 coats of paint over one(1)coat primter.Colors of paint shall be selected by Owner/ArchfbKL Paint shall be'Benjamin Moore"Eco-Advantelape'and'Eco-Spef products.Final palnt schedule shag be provided by Dwner and Architect Conflrm painting scope and assumptions in bid-proposal B. SUBMITTALS:For each product Indicated,Submit manufactww's product data,product test reports performed by qualified testing agency. C. INSTALLAIICIN&IMPLEMERTAIKK 1. Contractor shall furnish and lay drop cloths in all areas where painting Is done and shall protect floors and other work from damage during the process of this work Oly rags and waste must be removed from the building at the and of each work day.Upon completion of work the painter shall clean off all paint spots from glass`hardware and other Items not to be pal nted.and dean the windows thoroughly. 2. Painting Contractor Is responsible for all putty work and finish sanding of wallboard surfaces ready m receive finish. DIVISION 10 SPECIALTIL5 10.1 :Install wiring and box locations for each and coordinate with Owner or vendors for connection with service providers. A System shall accommodate a range of service scenarios Incuding cable or fiber optic delivery sources and satellite dish alterrnatres. B. Review and Install an Integrated W-fl'system with adequate slgrhal delivery components on each floor and roof terrace to provide strong signal service. C. Review and determine alternate hard wired data service port alternatives with owner and design team. D. Provide a standard'land line'wired network to conjunction with W fl'network 102 HOME THEATER:NA 10.3 :All bath accessories shall be of'Kohler'quality or equal.Owner to supply all accessories. Include Installation of all bathroom accessories In bid proposal Items to Include but not be limited to:medidne cabinets,mirrors,towel rods,heated towel units,wall and door hooks,toilet paper dispensers,soap dishes,etc. 10U4 CLQZTS:NOT USED 105 SMOKE DETECTION SCOPE,Furnish and install snroke detectors as follows:in each sleeping room,outside each sleeping room and in general vidnfly,one on each additional level of house including basements and uninhabitable attics.Additional smoke detectors I&adjacent to garage and adjacent to heating equipment and in dumbwaiter shag System shall meet requirements of Buildlng Code Indicated in Division 1 Including but not Ilmited to an integrated hard wired network as well as battery back up tastures. 10.6 SAME ALARM SYSMA If mom than one smoke alarm Is required as per code all must be Interconnected.All smoke alarms must be hardwired with battery backup feature. 1QT CARBON MONOME ALARM hkstall carbon mornmdde alarms as per code adjacent in heating equipment and/or adjacent to sleeping areas and on the lowest level of residence as per Memallonal Residential Code.Carbon monoxide alarms shall be hardwired w/battery badwp.Alarms can be combination units as long as smoke and carbon monoodde alarms slgrnals are different in sound and approved for use.System shall meet Intamational Residential Code requImmer ts. 10.8 SMOKE DETECTION SYSTEM If required under by state or lace[code requirements In certain tnstanees the smoke alarm and carbon moneodde alarm systems shall be con rhected to central stow monitoring system or Integrated into a central security system alarm panel as desired by the owner.Verily,coorhinate and Install complete system as determined by the owner and design team. 10,9 •If selected or required by code contractor to coord hate with Owner's vendor to connect smoke detection system to security system for central station monitoring 121 11_-MDE.NTK APPLIANC1i S-N/A 'AP MSION22 PLUMIJING 22.1 GENERAL:Plumbing routed In un-Insulated and unconditioned spaces shall be Insulated to the Energy Conservation To"kvkb=a ft-,,j rut Construction Cade listed in this spec. PO Box 442 Purchase New York '05%7 a 222 PLUMBING SCOPE:The Contractor shall relocate existing washer and provide connections for a new 914 204 6404 powder room at the cellar www tylerap cam laclyn@tylerap com 22.2 CERTIFICATES AND INSPECTIONS Contractor shag supply eertlflcates of Inspection and compliance to Owner upon Mft7bo0.erold**hkftioa,ftda.bkr+0brd=A completion of project eerrn. wlrLh •ti aRrr.t�+.to-nr••r•lyrrtt:daaetuitetarceC nee+ 22.3 EIIIWBES:All Fixtures and eppftances shall meet the Building Code .tWt:WmrUaWrradaayso�ar�+lr�++�+vueda ti.tr.rmrate#dwrarwre eye Dab rw,rwr DIVISION .-HEATING.VENILAIBG ANDAIR QOrjOTIIONING-NOT 11Sm ONISION—--ELECTRICAL - — 2&1 ELICIRIC&u SCOPE Contractor shall Install electrical scope of work at the cellar space per drawings 262 MWIRES.BULBS_FANS The permit drawings Include general electrical and Wng layout plans far basis of design reference and service. -- drwtting and power dtatributlon reference. Selected Fixtures to be LED rated for a minimum of 90%of the total number of fixtures. Pronlde a Lighting Fbdwe,Light Bulb/Lamps.Exhaust Fan and 14tchen Hood Exhaust allowance at as further determined during ptocumment period in conjunction with owner end design team.include Installation of these Project Tiw, Items in bid proposal.At Owner's discretion,accessories may be purchased by Owner and delN wed to site for SAGER RESIDENCE Instellatim by contractor.Contractor shall deduct all or portions of allowance Incurred directly by owner from the 41 W ndingwood Rd.N contract sum. Rye Brook,NY 10573 26.3 CIERTIFtCATIS ANQ ENSKCMNS-Contractor shag supply certificates of Inspection and compliances to Owner upon completion of project as required. Droving ncrw SPECIFICATIONS DBdSKIN 31-EAffniWORK 31.1 SCOPE OF WORK:The work under this section shall Include all necessary labor.material,equipment and fees required for the proper INSTALLATION&IMPLEMENTATION of a well system 312 All work shall be in conformance with all appilcable codes.ordinances. scar i1x17 NOT TO SCALE 31.3 TJFBbAQ)<M1DPf LIX2i5[IliO1.Upon the discovery of termites,borers.rodents and other pests.the Contractor shall notify the Architect and the Owner Immediately. Data rri 10MI23 .SYP`' Chi Project No r. �CZ 22-12 Yr�i. � � fell I so a ft&Ad sx„ �3° JT or.■nme nm A0.2 cur 3 of 6 ZONING CHART OWNER Saxe 41 W rtdhr*,00d Rd.N EXIST.WOOD POST ZONE:R-15 ONE-FAMILY RES.(15,000 SF MIN.LOT) Rye Brook,NY.10573 &RAIL FENCE TO PARCEL#-135.26-1-1 REMAIN CODE: PERMM. EXISTING: PROPOSED: EXIST.FRAMED SHED TO REMAIN MINIMUM LOT AREA 15,000 SF 15.000 SF NO CHANGE/EXIST.CONFORMING EXIST.WOOD POST&RAIL MINIMUM FRONTAGE(FEET) 75 FT 100 FT NO CHANGE/EXIST.CONFORMING FENCE ALONG LINE TO REMAIN MINIMUM YARD(FEET)FRONT LOTS FRONT: 40 FT 35.7 FT+1- 35.7 FT+/-(EXIST.NON-CONFORMING) ONE SIDE. 15 FT 19.1 FT+/- 19.1 FT+/-(CONFORMING) BOTH SIDES: 40 FT 45.1 FT+/- 45.1 FT+/-(CONFORMING 2 / \ N REAR O s8o07.4°` TO BUILDING: 40 FT 55.9 FT+/- 55.9 FT+/-(CONFORMING) l, / l�, � MAXIMUM HEIGHT STORIES: 2 1 1 FEET(TO MEAN* 30 15.3 FT+I- NO CHANGE/EXIST.(CONFORMING) HEIGHT/SETBACK RATIO FRONT: 0.60 0.41 NO CHANGE/EXIST.CONFORMING / / EXIST SIDE. 1.60 M61 NO CHANGE/EXIST.CONFORMING Z' V FRAMED SHED d / TO REMAIN MAXIMUM COVERAGE-MAIN BUILDING MAIN BUILDING: 2.400 SF(1696)" 2.407+/-SF(16.0469W NO CHANGE/(EXIST.NON-CONFORMING) / ACCESSORY BUILDING: 525 SF(1590' N/A N/A / DECK 600 SF(49W N/A N/A MAXIMUM IMPERVIOUS COVERAGE MAX.TOTAL PERMITTED COVERAGE- 5.299.74+/-SF" 3,486.53+/-SF" 3.497.53+/-SF/CONFORMING MAX.FRONT YD PERMITTED COVERAGE 1247.4+/-SF— 644.29+/-SF(18.196" NO CHANGE/E)aST.CONFORMING / \ Q / \ MAX.GROSS FL AREA 3.221.76+1-Sr"" 2.100.13+/-SF—' NO CHANGE/EXIST.CONFORMING RFP / \ y� / fry LUM SF x 1691-2,400 SF E)stra house Z=13 SF u- Auxuorw// l eqC / \ / \ neck i iaoo A x F X 3.W3 SF F mimed k'YS� tt{ / Tate Tmt 4=0 SF(tar 6ae bt aw pray M the eodtd+779.74-9.299.74 d EAL*9 Fnud Ddw+NRA(in hari Yak 63M SS 15000 it-"I OM at-1999 at r 2674-779.74 �M&+W�� Y$ 1� 24� y \ Fit EAgbre hoLar.ee Rorrh Z100.13 SF+/- J *I- A 3464 SF TmM d war,to vw b. X 35W 1.247A SF'21, a.eas3 sF+/- �� �� y/v ^- 4m0+01UW-2.76MXCLI1 u47a42s, / \ � 4pD0+(IsSA00-11,7t�X QS147ti421. Fart Yard Sfc O �ti tia O \\ 3 22176 Dow"6=15 if Voffim n 34143F / \ 64419 5F+/-1 t4429/3J%4-AIS; �� / \ »• RU Roar 2 30013+F lMota hmaK+tt b viude4-nd a ataY as the moon ttts�is I=d m 54 A the tavmes ud x PROPOSED WINDOW \ WELL(11 SF+/) qy \ TAP h Tte+rdneur.�it+raYy Pt1C PO Box 442 / g00, Purchase New York 105 / Alj 914 204 6404 O x� EXIST.1 STORY FRAME / R / www tylerap torn EXIST.STEPSO HOUSE HOUSE OVER / FQGiRFa / � )�nC SS TO REMAIN-- ♦ + BASEMENT EXIST.CONC.PLA& / 'Sp0 d�nitsaltawlr�ttrar�lYle�itrh B�° \ \ V "� 2,100.13 SF+/- STEP TO REMAIN NTS t.e�rue�..r.�illr.wdW�lk.41ut1r.a I / !� aaYrSfWadlatiti�IFddlatttiltt>rarat/�att/� \ IC artltet{�tatlatltYamiisdt�tiYars EXIST.STONE \ / \ o WALK TODate two REMAIN \ \ / \\ EXIST.BLUE STONE / \ \ / WALK TO REMAIN / �TO \\ // �S, / Wale"ntto SAGER RESIDENCE 41 VAndingwood Rd,N Rye Brook.NY 10573 COv \ N/ \ qy SITE PLAN AND ZONING \ / INFORMATION \ O naa As Indicated 11x17 NOT TO SCALE \ 0 8 16 24 amob r Dw 016 22-12 / � c \ trgle.s Mar � �`ayt� f SITE PLAN Q L-1 _ - - / MD tp SITE PLAN DRAWINGS ARE BASED ON A SIGNED AND / Cloackae SEALED SURVEY PREPARED BY EDWARD G.MIHALCZO,L.S. JT OF N- DATED NOVEMBER 7,2016. \ / / .4, A0.3 4 .r 6 DEMOLITION NOTES: LEGENDffi 1. CONTRACTOR T O MAIN-AIN A SAFE PATH AT ALL TIMES-DURING WORK HOURS AND AFTER HOURS.ALL DEMOLITION WORK TIMES SHALL BE SCHEDULED WITH THE OWNER PRIOR'0 BEGINNING WORK EXIS ING WAi 1 2. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE SITE AS WORK IS COMPLETED,AND MINIMALLY DAILY.DO NO'STOCK PILE MAT ERIALS AND/OR DEBRIS IN CORRIDORS OR CIRCULATION ROUTES OR BLOCK THE MAIN CORRIDORS OR EXITS OF THE BUILDING. _ DEMOLI"ION 3. INSTALL TEMP.POWER AND/OR LIGHTING DURING CONSTRUCTION AS NEEDED. NO WORK 4. REMOVE ALL ITEMS INDICATED ON PLANS AND REMOVE FROM SITE(U.N.OJ.CONTRACTOR IS RESPONSIBLE FOR ALL DUMPSTERS AND COORDINATION OF DROP OFF-IMES AND LOCATION WITH OWNER. 5. REMOVAL OF AN ITEM TO INCLUDE ASSOCIATED COMPONENTS AND ATTACHMENTS. 6. WHERE DEMOLITION RESULTS IN AN UNFINISHED CONDITION,REPAIR SUBSTRATE AND PROVIDE FINISH TO MATCH(E)CONDITION OR NEW FINISH. 7. WHERE THERE IS EXISTING DAMAGE TO SUBSTRATE AND/OR FINISHES,REPAIR SUBSTRATE AND PROVIDE FINISH TO MATCH(E)CONDITION OR NEW FINISH. B. WORK SHALL INCLUDE ALL DEMOLITION AS INDICATED,AND ANY OTHER DEMOLITION NOT SPECIFICALLY SHOWN ON DRAWINGS BUT NECESSARY FOR THE COMPLETION OF WORK 9. DO NOT DAMAGE OR REMOVE ANY EXISTING CONSTRUCTION TO REMAIN ADJACENT TO THE DEMOLITION AREAS.PROTECT AND/OR REMOVE ANY LIGHT FIXTURES,HARDWARE,WOODWORK OR 0'HER PORTIONS OF THE WORK THAT ARE TO REMAIN. 10.CARE MUST BE TAKEN NOT TO REMOVE ANY EXISTING EQUIPMENT OR COMPONENTS CURRENTLY IN USE OR SCHEDULED TO REMAIN. 11.NOTIFY THE ARCHITECT OF ANY DISCREPANCIES THAT AFFECT THE WORK AND UNCOVERED AREAS FOR OBSERVATION PRIOR TO PROCEEDING WITH NEW WORK 12.REMOVE ALL WOOD&OTHER TRIM IN AREAS OF WORK INCLUDING ALL BASE,CASINGS,PICTURE RAIL MOLDINGS(AND ASSOCIATED MOUNTING TRIM). 11 ALL LIGHT FIXTURES TO BE REMOVED OR PROTECTED IN AREAS OF WORK UNLESS NOTED OTHERWISE. 14.CONTRACTOR TO ERECT A TEMPORARY PLASTIC DUST SEPARATION TO KEEP DUST FROM TRAVELING TO NO WORK AREAS. 15.PRIOR TO THE START OF DEMOLITION,ALL WORK AREAS INCLUDED IN THE SCOPE OF WORK SHALL BE INSPECTED-0 DETERMINE IF ASBESTOS IS PRESENT.IF FOUND.THE ASBESTOS SHALL BE REMOVED ACCORDING TO STATE&LOCAL CONSTRUCTION CODES AND IN COMPLIANCE WITH FEDERAL NESHAP(NATIONAL EMISSIONS STANDARD FOR HAZARDOUS AIR POLLUTANTS)REGULATIONS W/D TO BE RELOCATED/ WATER CONNECTIONS To BE CONC.SLAB ABOVE RELOCATED AS REQUIRED EXIST. �_ I — 'TAP -- — D W i CONC.SLAB ABOVE 1 .. t�W 4ttfM�P6wJ,p.PLLC I EXIST.LAUNDRY I PO Box 442 Purchase I New York,10577 ROOM TO BE Purchase 204 6404 www tylerap com laclCALIZED I i j raetr,.�ae+ ryarwaru pcom - — — _ --— � lye�fa�p�Ye►Im�YA�l�ld����YYih��6 O %0 �I�i�iAo4de��r1►` bolm itll����t ' I .� �bi�pasle}6Qa�o�41e/a ST. Dots rumleds N � � y 1207.23 UPDATED PLANS ' uI REMOVE MASONRY 0 LOCok E A NEW EGRESS WELL R WINDOW fl UNDERSIDE OF BEAM b'-2 -� FURN. WH II s� ❑ ——II i 1/2'-REQ'D b`-4'PER �ERR m SECTION AJ601.3 PREPARE EXIST. EXCEPTION 1 OF NYS s� GRADE FOR NEW I RESIDENTIAL CODE EX CH 6-8' I I WELL SYSTEM i nam REQ'D 6-8'PER SECTION I _ _ SAGER RESIDENCE n AJ601.3 EXCEPTION 1 OF 4 I ndingwood Rd N NYS RESIDENTIAL CODE L ---_--- -� Rye Bmk,NY 105J y EXIST.EAMILY REMOVE EXISTING PARTITION ___ — i i WALLS&DOOR ui U i ROOM O MASO �NNRY PLATFORM TO I U owl nnM I N DEMOLITION BASEMENT PLAN d 0 -- j \ DEMOLITION ELEVATION GRADING FOR REMOVE MASONRY TO ———JJ ' — _— - -- �� —� — Q �� NEW WELL LOCATE A NEW EGRESS WELL i u - - — --- - SYSTEM &WINDOW / I-= � �__� --� " ] As indicated 1ix17 NOT TO SCALE --- UP ; I - EXIST. EXIST. 'EXIST. NOTE:PROTECT EXIST.FLOOR 1 i DURING THE COMPLETE __ T I—_ I__ - 0 t 2 3 DEMOLITION/CONSTRUCTION J ----------- -- — rz PROCESS -- _-- -- i 71,ozirn— EXIST. V CRAWL SPAC MEMO== EaT p XXXXX ff�� '\ \\ �— moony By: un — cn.aw ��.�m� TEMP.WINDOW I JT R'YG 1 m I I AC UNIT TO BE EXIST. I I REMOVED I DravAng Nm MEN ——————————————————————————————————LF———————————————————— I-----------------------------------L---------------------I A1.0 —,I BASEMENT FLOOR PLAN DEMOLITION 2 DEMOLITION LEFT ELEVATION ghmm 5 a 6 \v 1/4-—1'-0" DRYER VENT TO THE STEP 1-SILL,IAMB&HEAD FLASHING i-CA EXTERIOR U PARTITION TYPES SCALE:1 1/2' V-0' 1� NEW FURRED WALL iA 1-13 .A - - R 4,- 3/4' CONSTRUCT ROUGH OPEN WG PER WINDOW N 5'OF 9'WIDE E.S.F. MANUFACTURER INSTRUCTIONS.VERIFY PANEL CUT. PROM Fr)MDR Q FXIST IAUNM ROOM LINE OF STRUCTURE ABOVE UNF OF STRUCTURE ABOVE SHEATHING CUT FLUSH W/ROUGH OPENING SEALED&FOLDED AT ALL EDGES. INTO ROUGH SMS 2x4 DOUBLE TOP PLATE }:+ - OPN G i F :, '°; • PROVIDE SMOKE TIGHT APPLY LIQUID FLASHING AT CORNER GAPS, i PROVIDE SMOKE TIGHT JOINT BY INSTALLING FIRE- TYP JOINT BY INSTALLING FIRE- °:,.' f• RATED ELASTIC SEALANT RATED ELASTIC SEALANT •` OVER COMPRESSIBLE FILLER I-rJ I-CA ' CUSHION-FINAL -•, TEXTURE&THICKNESS OVER COMPRESSIBLE FILLER +t ':,' 5/8'GWB INSTALL ELASTOMERIC SHT•FLASHING(ES Fa SEE BELOW SELECTED BY OWNER �-- "'::A= A-SILL W/4'BELOW AND 5'BEYOND IN 0 THE ROUGH OPENING.EXTEND E.S.F.2' RI SOUND ATTEN.BATT .%• BEYOND VERTICAL E.S.F.TO BE APPLIED A NEW EXHAUST FAN TO EXHAUST TO THE 1X FURRING TO INSULATION °'_`''•% STEP 1-D.SEE DIAGRAM 1-CA FOR 2'CLOSED CELL(HD R-7M) ADDITIONAL INFO. OUTSIDE- SUPPORT WOOD v TERMINATE 36'FROM FINISH 2x4 WOOD STUDS @ 16'O.C. '; .• (R-14)INSULATION g ANY OPENING CEDAR WOOD _'° 1:1Z C APPLY E.S.F.AT JAMB SIM.TO STEP 1-C.CUT PLANKS-FINISH 5/8'GWB SUFFICIENTLY LONG TO PROJECT 2'BEYOND q- 2" 4:_ SELECTED BY OWNER (EACH SIDE OF STUDS) �•' HORIZONTAL E.S.F.TO BE APPLIED AT STEP 1- ,•• ,• 2X FURRED WALL Q S/CO a'••' LEVEL EXIST.CONC. *,.• E. t •' ' STEP AS REQ. lE 2x4 BOTTOM PLATE EXIST.CONC APPLY E.S.F.AT HEAD SIM.-0 STEP 1-C. FXISrFANIRN ROOM ,' •+•b EXIST.CONIC STEP '• �:•_? FOUNDATION WALL - STEP 2-WINDOW INSTALLATION ° BASE TO MATCH EXIST. A CONIC.SITTING AREA LINE OF FLOOR 4• LINE OF FLOOR APPLY CONT.ELASTOMERIC SEALANT BEAD SYMBOLS LEGEND: TO THE INT.SIDE OF WINDOW NAIL FINS. EXIST.ELECTRICAL 5 3 4"-1'-O° 1 TYP.INTERIOR PARTITION 2 TYP.INTERIOR FURRED WALL APPLY ADDTL SEALANT AT MITER CORNERS SIC OF WINDOW FRAME(BACK SIDE).INSPECT EX REMAIN IN WINDOW FINS FOR DAMAGE.INSTALL EXIST.FAMILY BASE l R JOIST WINDOW PER MFR'S INSTRUCTIONS. ROOM AREA ; 9 n __- _-_� f, INSTALL WINDOW WELL PER LEGEND: -FASTENERS EACH SIDE PER WINDOW MFR'S (� MNFR S SPECIFICATIONS INSTRUCTIONS. ("T ' ADJACEN TO NEW EGRESS WINDOW ; EXIS ING WALL WELL NEW WALL FINISHED G EF EXHAUST FAN STEP 3-POST FLASHING A J NOTE THE FOLLOWING CONDITIONS MUST BE SATISFIED PER APPROVED WHERE OCCURS,APPLY VERT.STRIP OF E.S.F. l PROPOSED BASEMEN ELECTRICAL FLOOR P AN NYS VARIANCE FOR PETITION 2023-0596: '0 MULLIONS BETWEEN ADJ.WINDOWS. 3 3/16"-1'-0" 6"GRAVEL in 1. THAT THE REDUCED HEADROOM PROJECTIONS SHALL BE MARKED OR OVERLAP JAMB NAIL FINS COMPLETELY. lo� A COMPACTED TREATED BY APPLYING A CONTRASTING COLORING IN SUCH A WAY AS EXTEND 4'BEYOND TOP OF HEAD FRAMING GRADE TO CALL ATTENTION TO THE REDUCTION. AND 4'BEYOND BOTTOM OF SILL FRAMING. - 2. THAT SMOKE AND CARBON MONOXIDE DETECTING ALARM DEVICES I I A - SHALL BE LOCATED WITHIN THE BASEMENT,INCLUDING IN EACH t1h�T.O.BASEME LAB MAJOR CEILING COMPARTMENT,AND INTERCONNECTED TO PROVIDED FLEX TAP SEAL AT GAPS BETWEEN Y -7'-5 3/4' I ADDmONAL ALARMS IN THE DWELLING ABOVE NAILING FLANGES AND ONTO THE WINDOW �� 3. THAT AN INTERCONNECTED RATE OF RISE HEAT DETECTOR SHALL BE FRAME INSTALLED IN THE BOILER OR FURNACE ROOM. I TYP.WINDOW WELL DETAIL 4. THAT AN EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE 4 1/2"VV-0" PROVIDED. I 6 1/2' S'-6 1/2' SHIFT W/D NEAR THE SINK/CONTRACTOR TO KEEP FRONT CLEARANCE OF SINK EXIST. STEP 4-2ND F_S.F.APPLICATION -C l� r__l F_�_ ""� MST.CONC-SLAB -LIGHTING REQUIREMENT: ABOVE 6 FC Q 31V AFF OVER THE AREA OF THE ROOM 9.:A E _____ ___ ______ EXIST.CONIC.SLAB FC-LUMENS/AREA PROVIDE A 2'STRIP OF B O.HYDROGAP 1 ° D ABOVE INSTALL INTERCONNECTED HEAT MIN.REQUIRED LUMENS-(FCXAREA) BETWEEN FLANGE AND FLASHING . 1 TAP DETECTOR IN EXIST.MECH.ROOM 60 WATT BULB-890 LUMENS TYP. r IF ONE IS NOT OPERATIONAL AND 9:8 INTERCONNECTED -EXISTING FAMIY ROOM:939 SF INSTALL 6'WIDE E.S.F.AT JAMBS TO EXTEND rPO Box 442 N MIN.REQUIRED LUMENS(6 FQ(939 SF)-5.634 LUMENS ONTO THE WINDOW FRAME&EXTEND 3' EB EXIST. (7)60 WATT BULB-6,230 LUMENS>5,634 LUMENS BEYOND SILL E.S.F.AND HEAD E.S.F.TO BE Purchase New York 42046404 05 T' APPLIED AT STEP 4-C www tylerap com -�� -VENTILATION REQUIRED IS PROVIDED BY EXHAUST 41 Jaclyn@tylerap com 1 EXIST-LAUNDRY ROOM FAN: INSTALL 6'E.S.F.AT HEAD TO OVERLAP NAIL ' tr�lefu�saf�ees,Ielti4imrbr�tw�+d..rr I lsfff.�fR�ltaeatlfgY4iaftvlrr�tllriD- FINS.EXTEND 3'BEYOND EDGE OF E.S.F.AT I �r+e...�..�a�rteigbrera,tiat�ettto..a TO BE LEGALIZED C -EXISTING FAMIY ROOM:REQUIRES 37.5 SF VENTILATION • I (37.5 SFX6'-8'CEILING HT.)-247.5 CFM J � IEXIST. F: BROAN 250 CFM Daft raa.,.m ' 8 r7 v v v 250 CFM>247.5 CFM 2.0723 UPDA D PLANS i IAO MQNEW WALL -A 6"3 NEW TOILET&SINK TILE FLOOR SELECTED BY i OWNER 1 ' II , DOOR TO MATCH EXIST. DOOR STYLE W I EXIST_ FURN. I � UNDERSIDE OF BEAM @ 6'-2 1/2'-REQ'D 6-4'PER SECTION AJ601.3 _ EXCEPTION 1 OF NYS J BUILT-IN ~ I RESIDENTIAL CODE b_8• FINISH EXIST.EXPOSED CEILING TO v.te nnr MATCH EXISTING - SAGER RESIDENCE REQ'D 6'-8'PER SECTION EX INTERCONNECTED I 2 41 Wlndingwood Rd,N AJ601.3 EXCEPTION I OF EXIST.FAMILY ROOM S/CO-PROVIDE _________________ Rye BrookNY 10573 NYS RESIDENTIAL CODE i NEW CONIC FURRED WOODEN/II 1 TO B •.A I D ADDITIONAL AS REQ'D SITTING AREA PER ITEM 3 OF II i 939 Sf+/- VARIANCE ABOVE A D.ww nn« LIGHT REQ'D:75.12 SF NEW FURRED WALL TO MATCH EXIST. f~n -- '-- LIGHT PROV'D:26.8 SF+ARTIFICIAL LIGHT' 8 - - PROPOSED CELLAR FLOOR PLAN ---- - VENT REQ'D:37.5 SF - - �\ __._.•_. &ELEVATION VENT PROUD:27.98 SF+ARTIFICIAL AIR" FURRED R-13 BATT INSULATION WALL - O i` ZA4 a NOTE CONTRACTOR TO PROTECT A1.1 r W &REPAIR FLOORING AS NEEDED 2 � As indicated IIx17 NO O SCALE W 3';-0' N ; e'° °c I 4 NEW WINDOW WELL 0 -- SYSTEM _4 Dam twr 10131123 NOTE CONTRACTOR TO REVIEW W/OWNER AS.1 2 LOCATION OF EXHAUST FAN-INSTALLATION TO f wm ►= COMPLY W/RNYS CODE AND MECHANICAL m C N � J 8 EXIST.CRAWL R SFLOOR WL SPAC FIRST FLU, I - CODE 1 X X X X X BASE FLR J01 T i �Ma°sfa ,;�y� T`• JT NEW ANDERSEN CASEMENT WINDOW-CX135- sr.\ ,for EMERGENCY EGRESS - --------- -- _ F k - I OFZ� I � JT . EXIST. O I AC UNIT 0 BBE am" REMOVED NEW WINDOW& BASEMENT SLAB- I - WELL SYSTEM Al. 1 53T =------------------ L---------------------- d 6 PROPOSED BASEMENT FLOOR PLAN n PROPOSED WEST ELEVATION 71 1