Loading...
HomeMy WebLinkAboutBP25-129 e-y N O S3 _ Cp N W v w a � y o 44 Z a e � 2 Wtn 4 �p Ono 1.4 `± A o ° 3 i e L�� 1� �l a O _ � ° v • Q Wcn eel 7 Z A . to �'' od fl a•� rj = W Q Q 1-4 C., O F v: _ _ (Pi W oo A c� A O o U C a U Z o v ° F+ = W o M �} W W u m a O SAW ° bo� °� oCN V N 10, a ; 3 0 �' CA SIN Fri W Q 5 7 .sa . o z z V vu 1-4 orb ° U a . oZoo aV 2 0 11 V F Q zoo J W Q U h O 2 n. I..� U = u. wz � oC � M W rn Q oC 0: 'S o v -r MY m 6J Q � a � BUIL RTMENT R [E C IE ��IE VIL E OF RYE OOK 938 KING ET RYE BR ,IO�> ,NY 10573 MAY - 7 2025 wrv'vffl . ICn ov VILLAGE OF RYE BROOK BUILDING DEPARTMENT FOR OFFICE USE ONLY Approval ©ate: ,T' pert/tti�t Application# 9 r Approval Signature: ARCHITECTURAL REVIEW BOARD: Disapproved: : Date:�S - BOT Approval Date: Case# Chairman: PB Approval Date: Case# Secretary: ZBA Approval Date: Case# pp Other: /'L Application Fee:4 6 Permit Fees: EXTERIOR BUILDING PERMIT APPLICATION Application dated: 5 /—�� 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. lobAddress: 34 Talcott Road, Rye Brook, NY 10573 2. Parcel ID#: 135,50-1-6 Zone: R-12 3, Proposed Improvement(Describe in detail): Replacement of rear siding, replacement of existing rear grade level deck, replacement of existing rear second floor balcony 4. Property Owner: Joeseph D'Ambrosio and Pamela Buddy-D'Ambrosio .Address: 34 Talcott Road, Rye Brook, NY 10573 Phone# 914-636-0022 Cell # 914-522-9214 e-mail pam.buddydambrosio@gmail.com List All Other Properties Owned in Rye Brook: Applicant: Lucas Andres Cascardo Address: 25 Alpine Ter, Pleasantville, NY 10570 Phone# 914-566-4090 Cell# 914-625-9625 e-mail lucas@scenadpc.com Architect. Lucas Andres Cascardo Address: 25 Alpine Ter, Pleasantville, NY 10570 Phone# 914-566-4090 Cell# 914-625-9625 e-mail lucas@scenadpc.com Engineer: Address: Phone# Cell # e-mail General Contractor: Franzoso Contracting Address: 33 Croton Point Avenue, Croton-On-Hudson, NY 10520 Phone# 914-537-0765 Cell # e-mail sales@franzoso.com (ll 611/2024 5, Occupancy,(1-Fam.,2-Fam.,Commercial.,etc...)Pre-construction: 1-Fam Post-construction: 1-Fam 6. Area of lot: Square feet: 6486 sq-ft. Acres: 0.149 acre 7. Dimensions from proposed building or structure to lot lines: front yard: 34.0 It rear yard: 41.25 ft right side yard: 1.4 ft left side yard: 3.3 ft other: 8. If building is located on a corner lot,which street does it front on: N/A 9. Area of proposed building in square feet: Basement: N/A I fl: N/A 2nd fl: N/A 3rd fl: N/A 10. Total Square Footage of the proposed new construction: 11. For additions,total square footage added:Basement: N/A I a fl, N/A 2"fl: N/A 3rd fl: N/A 12. Total Square Footage of the proposed renovation to the existing structure: 462.5 sq.ft deck, 88 sq.ft. balcony 13. N.Y. State Construction Classification: Type V N.Y. State Use Classification: R 14. Number of stories: 2 Overall Height: 26-10" Median Height: N/A 15. Basement to be full,or partial: N/A finished or unfinished: N/A 16, What material is the exterior finish: Painted Cedar 17. Roof style;peaked,hip,mansard,shed,etc: Peaked Roofing material: Asphalt Shingle 18. What system of heating: NIA 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 (if yes,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 (if yes,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 (if yes,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 (if yes,the area of wetland and the wetland buffer zone must be properly depicted on the surve.v&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 (if yes,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 E TIER H: TIER III: (if yes,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: $ / 30 . v Note:The estimated cost shall include all site improvements, labor,material,scaffolding,fixed equipment,professional fees, including anv material and labor which may be donated gratis.!f 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: (2) 6/1/2024 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STRFH,r RYE BROOK,NY 10573 (914)939-0668 RESIDENTIAL LOT AREA COVERAGE Address: 34 Talcott Road,Rye Brook,NY 10573 Section: 135.50 Block: 1 Lot: 6 PERMITTED COVERAGE RATIOS IN RESIDENTIAL DISTRICTS 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% 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-2F 5,000 1 30% 1 5% 3.5% Existing: Proposed: 1. AREA OF LOT 6486 Sq. Ft. 6486 Sq. Ft. 2. AREA OF HOUSE a. Coverage of Main Building (Including Attached Garage or Accessory Building) 1936 Sq. Ft. 1936 Sq. Ft. b. Area of 1 s;Floor Divided By Area of Lot x 100 29.8 % 29.8 % 3. AREA OF ACCESSORY BUILDING (Includes Detached Garages, Toot Shed, Playhouses) NIA Sq. Ft. NIA Sq. Ft. a. Coverage of Accessory Building Area of Accessory Building Divided By Area of Lot x 100 NSA % N/A oho 4. AREA OF DECK 462.5 Sq. Ft. 462.5 Sq. Ft. a. Coverage of Deck Area of Deck Divided By Area of Lot x 100 1 %0 7.1 I attest to the best of my knowledge and belief, the above infonnation is correct. Architect's Signature (3) 6/1/2024 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS 34 Talcott Road,Rye Brook, NY 1057 135.50 1 R-12 Address: �ection: Block: Lot: Zone: 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-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: 6486 sq.ft. Existing Proposed Total impervious coverage = 3230 S .ft. Sq. ft. 3230 S ft Front impervious coverage = 61.89 % 40 % 61.89 % I attest to the best of my knowledge and belief,the above information is correct. Architect's Signature (4) 6/1/2024 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYF:BROOK,NY 10573 (914)939-0668 BULK REGULATIONS IN RESIDENTIAL DISTRICTS Address: 34 Talcott Road, Rye Brook,NY 10573 Section: 135.50 Block: 1 Lot: 6 MAXIMUM GROSS FLOOR AREA USE FORMULA: Maximum Gross Floor Area = 4,000 + [ (Lot Area —21,780) x 0.11478421 1: a. Allowed = 2244.5 Sq. Feet b. Existing = 3813 Sq. Feet C. Proposed = 3813 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: Height 1 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 VIII of Chapter 250. A complete elevation view for the proposed improvement must be included on the drawings. FILL IN YOUR RATIOS: ZONE EX/S77NG PROPOSED RE011 RED FRONT: FRONT: FRONT: .44 IF3S SIDE: SIDE: SIDE: 1.20 FRONT: FRONT: FRONT: .48 /r-Z5 SIDE: SIDE: SIDE: 1.30 FRONT: FRONT: FRONT: .60 R--ZO SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .60 IP-f5 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 R-15A SIDE: SIDE: SIDE: 2.40 FRONT:0.789 FRONT:0.789 FRONT: .69 R-f2 SIDE: 19.16 SIDE: 19.16 SIDE: 1.60 FRONT: FRONT: FRONT: .80 RLFO SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .96 /P7 SIDE: SIDE: SIDE: 3.00 FRONT: FRONT: FRONT: 1.20 /PS SIDE: SIDE: SIDE: 4.00 FRONT: FRONT: FRONT: 1.20 IPL2F SIDE: SIDE: SIDE: 4.00 attest to the best of my knowledge and belief, the above information is correct. Architect's Signature (5) 6/1/2024 D BUILDD� MENTVI E OK MAY - 7 2025 938 KING ETNY 10573 VILLAGE OE RYE BRQOK 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: 1, F Amel-A 1 (/pJ)•l 7 -�M- Ru5 -0 _,residing at, 34 Talcott Road, Rye Brook, NY 10573 (flint wulll'I I ddress w1wre you l k v i 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; 34 Talcott Road Rye Brook, NY. i soh:\JJrc�sl 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. ISigtlaun�of p'ruplcrl� tl�tinen�ll u w. aC (Prins Name of Prop,erh I lwleri.ti'i1 Sworn to before me this ._� -N'- day of ,, , 20� _ Wotiry Public 1 KATHLEEN KILLINGBACK Notary PutAic-State of New York No. 01 KI5071359 Qualified in Westchester County 6/1/2024 My Commssion Expires Janus} 13. 7 This form must be properly completed & notarized by the Design Professional of record and the Property Owner. Failure to provide this complete permit application will delay the permitting prose D E - DD MAY - 7 2025 Notice of Utilization of Truss Type, Pre-Engineered TIV6L'AGE OF RYE BROOK or Timber Frame Construction. (Title 19 Parr 1264& 1265 NYC901LDING DEPARTMENT To: The Building Inspector of the Village of Rye Brook. From: Lucas Andres Cascardo-SCENA Architecture, 25 Alpine Ter, Pleasantville, NY 10570 Subject Property:34 Talcott Road, Rye Brook, NY 10573 SBL: 135.50-1-6 Zone: R-12 Please take notice that the subject; R One or Two Family; ❑ Commercial, ❑ New Structure ❑ Addition to an Existing Structure gil 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) ix Timber Construction(TC) in the following location(s); Io 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§ta65 for One&Two Family Dwellings. Swom to before me this ')q('k Sworn to before me this day of 20 T t _ day of 20 Signature of Property Owne Signature of Design Professional ?a"<<1e-Z ` 1 ,vos, Lucas Andres Cascardo in,Name of Property w er Print Name of Design Professional Notary Public Notary P is ETER J. CHO NOTARY PUBLIC, STATE OF NEW YORK KATHLEEN KILLINGBACK No. 01 C1-I6308766 Notary Public-$fate of New York QUALIFIED IN W ESTCH ESTER COUNTY No.01KIM71359 (7) MY COMMISSION EXPIRES JULY28,204 Qualif-ed in WOStchester County My Commission Expires January 13 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: Lucas Andres Cascardo , 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 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 a i!� Sworn to before me this day of 20 day of / rC �^ , 20—?ir '_0 ignature of Property Owner tgnature o pplicant �it'vne ('5Z_ 8u"/_A ��� , t Lucas Andres Cascardo Print Name of Property Owner Print Name of Applicant 0" Q '�-o It /'_*�_� r Notary Public Notary u lic KATHLEEN KILLINGgACK PETER J. CHO Notary Public-State of New York NOTARY PUBLIC, STATE OF NEW YORK No. DIKIS071359 NO. O1 CH6306766 Qualif-ed tnWestchester County QUALIFIED IN WFSTCHESTER COUNTY My Commission Ezpres January 13 MY COMMISSION CXPIRES JULY 28,20 26 f81 6/1/202A PROJECT Co D'AMBROSIO RESIDENCE P (I O LU � N W 2 U _Z LL J oo� �D LU 34 TALCOTT ROAD 0 a RYE BROOK,NY 10573 Co CV PERMIT#. Sew SCENA VANAP7— jV§EDOY 3 202 ARCHITECTURE 0AL 13VILDING IN 'CT®R Wm We of Rye Brook'NY W •wi M..e.a s a/b..qp.Aram.a�.• YmC..i..y,},� O mbfm414.M r tY�a.e.ongars..or.rd�f.QqW ACO¢a 1?I1 fa1+01EU A is mM s aam.d p ap.m ah a..e.b II z c ARCHITECT 25 AIFW TER RIASANTWLLE NY 10570 T/914-566-4090 F/914-566-4091 E/HOOSC911A KCOM STRUCTURAL ENGINEER 0 0 LL W Z O II 2 U N w O S Q FILE COPY MECHANICAL/ELECTRICAL/PLUMBING ENGINEER W cc Village of Rye Brook Architectural Rev �y 'L�'SIGNATURE $ Approval date: W Chairman: z 0 II va _ W Z �1a ISSUE NO DESCRIPTION DATE 01 RUNG SEI 03-22-2025 Q REV1.StON z NO. DESCRIPTION WIT CD DRAWING LIST A-000.00 COVER H _ O A-001.00 NOTES DOB APPROVAL STAMP W W ccO ai A-002.00 DESIGN CRITERIA A-003.00 SITE ZONING IECIE WIE ao A-100.00 PLANS/ELEVATIONS A-101.00 SECTION/DETAIL CD A-102.00 ARB CD II MAY — 7 2025 U 2 � I DOB escAN CC do VILLAGE OF RYE BROOK D AMBROSIO RESIDENCE BUILDING DEPARTMENT DRAWING NAME COVER RYE BROOK, NY- DATE 07-11-2024 PROJECT NO 2407OR DRAWN BY LAC Uj m CHECKED BY LAC _ MAWNG LIMBER A-000.00 Uj CADO RLE NO PAGE W W C 0 00000 01 OF 07 PROJECT GENERAL NOTES MATERIAL SYMBOLS SITE INFORMATION Location: , 1. Scope of Work Renovation to an existing rear yard platform deck,balcony and rear gas,fire Imes,etc.)that will tempoady discontinue or disrupt service tot other buildings,notify CONCRETE MASONRY UNIT PLYWOODOD 34 Talcoti Road,Rye Brook,NY 10573 D A M B R 0 S I 0 siding, the building's owner or owner representative and obtain approval in writing before proceeding 2 All existing surfaces and equipment to remain shall be fully protected from damage. �-= WOOD $ with this phase of the work The Contractor shall assume full responsibility for damage and shall make repairs required ;:»�;' CONCRETE yy00D R-12 ONE FAMILY RESIDENTIAL DISTRICT SECTION 135 50 RESIDENCE W 2. AI work shall conform to the requirements of the Village of Rye Brook Building without additional cost to the Owner o Dept(2020 Residential Code of NYS and 2020 Energy Conservation Construction Code of M 27. Take necessary precautions to prevent dust from rising.Protect unaltered portions of ® WOOD BLOCKING SOIL LOT 6 K 1 the ekistirg building affected by the operations under this section by dustproof paint ons and 3 No debris shall be allowed to accumulate on the site The Contractor shall remove BRICK LOT 6 3. The CoMtor shall verify all edging conditions in the field prior to commencing other adequate means. debris as the job proceeds.The site shall be left broom dean at the completion of demolition RIGID INSULATION ® z work and shall report any discrepancies between drawings and field conditions to the BATT INSULATION "�� STEEL 34 TALCOTT ROAD Architect. 28. Irrimadiately clean all dust and debris related to deliveries or construction which 4. No structural elements shall be removed unless either temporary shoring or new �� ALUMINUM to occurs in the public corridors or other building areas. structural elements as rewired to protect the stability and Integrity of the existing structure ® GYPSUM WALL BOARD STUCCO RYE BROOK,NY 10573 Z A.Eamination of the site:The contractor shall ermine the pfemrses and become adequately support portions affected. zthorea�hly i.nlliat with the drawings.Failure to do so will not relieve the contractor of Its 29. Do not close or obstruct walkways,passageways a statwys.Do not store or place POROUS FILL I, responsibility to complete his work at no additional cast to the owner Contractor shall notify materials in passageways,stairs or other means of egress.Conduct operations with minimum 5. All adjoining property affected by any operations of demolition shall be protected per 6" the archited immediately in writing if he discovers arty discrepancies between the drawings traffic interference. the requirements of Village of Rye Brook Building Code. and rrcistingcanditions. 30. The contractor shall be iesponsibile for any damage to the existing structure or 6. Remove or relocate all wiring,pluming,and mechanical equipment affected by B.6istinng conditions:Before submittng his/her proposal,the contractor shall examine contents by reason of the inskdficency of protection provided removal of partitions Rermoved pipes and/or lines shall be cut to a point of concealment all drawings related to his work,visit the site to verify all existing conditions and Name ktry brh nd or below finish surfaces,and shall be prep"capped or plugged. informed as b the character o1 the work required and its relations to other work in the 31 Execute the work in a careful and or4wly mamer,with the least possible disturbance to SCENA residence.No consideration will be granted for alleged m iswxderstandirxg of material to be the public and to the occupants of neighboring buildings. 7. The Contractor shall provide.erect and mainrin all temporary barrier and guards,and BALCONY furnished of work to be done,it being understwd that the tender of a proposal caries with it all temporary shoring and bracing as required by Depadment d Building Ries and regulations. _ PW the agreemed to all items and conditions referred to herein.Special attention shall be made o1 32. Where alterations occur,or new and old work join,cut remove.patch,repair or refinish --- „; ARCHITECTURE the type andextent of►emorals,relocating,overtime needed tar interruption of residences! the adjacent ounces or so much rhaeof as is requirw by the invorvrd renditions,and hem In 8. The Contractor strati provide ategmie msftr protection for the building and its -�� / servces for Csoonnecting of existing and/or Installation of new services,maintenance of, as good a cordtion as edged prior to the commencing of the work The materials and contents during the course of the work All openings in any wall or roof shall be protected from l DECK conthnuity of services.etc. workmanship,unless otherwise shown or specified,shall comply with that of the original work. all fours of weather or water penetration r Alteration work shall be performed by the vadmis respective trades which nominally pedorm the 4. Mlmr details not usually shown or specified,but necessary for proper oorstruction d particular items of work. ELECTRICAL NOTES: J'7o {`'�U/) w.n�ar v a oo"ftaa CM.caw two 14.8 0 r tv Ow any part Of the work stall be include as if they were indicated in the drrmrhgs.The architect enoK �l2 � •'�•� a k'W,&a 0 1p o a� •.arm.BM Aa1 tlr m pr aq v ar.0ar A qv.o Apr pwr�b OWM 0 o s hal I be notified and provide written approval of any work that goes beyond such delaIls. 33. Finish new and adjacent existing surfaces as specified tot new work Clean existing 1. All work to be performed by a Courtly o1 Westchester Ifcenad electrician in 5 .b a.p�w.�..�...�...� surfaces of dirt,grease,loose paint,etc.,before refinishing. accordance with all applicable codes Including Village of Rye Brook Building Code,Village of 4 ARCHITECT 0 5. Tie Contractor shall coordinate all work procedures with requirements of local Rye Brook Electrical Code and N.EC. 'i authorities. 34. Provide any tanperary protection required to�quately protect the property. ! 7 ` 8Ct ARCHITECTtI� Z 2. Electrical contractor should be familiar with and refer to aft drawings and details related f I ,� 25 ALPINE TER t 6 The Contractor shalt be respens'bile for the protection of all conditions and materials 35. Contractor stall post all applicable building permits in a visible location ready for to the projed,especially to demolition plan,reflected ceiling plan and all cabinetry and �� PLEASANTVILLE NY 10570 o t within the proposed construction area.The Contractor shall design and install adequate inspection by the proper aulhurities having jurisdiction. rtrscellaneous details T/914-566-4090 shoring and bracing for all structural or rem c vat tasks.The Contractor shall toe sole responsibilip for arty damage or injuries caused by a during the execution of the work 36. Contractor shall be responsible tot any and all traffic violations due to his operation 3. Electrical contractor to remove all existing wiring,conduit,receptacles,switches and W "" F/914-56-4Ml and misuse of streets and sidewalk surrourding the Brea of work. light Ibdures etc as Indicated on drawmp unless ollherwise noted. S 1237 8 FV HOp6CENADPC.COM 7. The Contractor shall lay oil his own work,and stall provide all dimensions required for other trades(plumbing,electrical,etc.). 37. No alcoholic beverages a smoking will be aNed ow within the site.Cofactor shall be 4. Any Basting switches and/or outlets are to be replaced,retooled or made operable as „w, - �,� STRUCTURAL ENGINEER responsthle to enforce some at all subcontractors and subordinate sutxcontractons. required. N 8. Plumbing and electrical work shall be performed by persons licensed in their trades, who shall arange for and obtain inspections and required sign-offs. 38. The contractor shall Nuntrr all work ncluding toter,materials and equiptment.for 5. Ali new electrical work to be concealed except otherwise indicated:no exposed erne(1)year from date of completion of the project.All work shall be installed in accordance conduit or junction boxes etc.,except in certain spaces or where approval is granted by the 9 0 9. NConftaim shall do all cutting,patching,repairing as required to perform all of the with the contract documents,mautachxret's instructions and highest quality trade standards. architect G.C.to provide lases in floor,wells etc.as requred for wiring and paWepalr S work indicated on the drawings,and all other work that may be required to complete the job. unless more stringent.Where the contractor is required by the drawings or specifications to same after electrical installation. install owner fumLShed items,the contractor shall untoad safely,store,protect.assemble Ran a R' a."door u 10. All piping and wiring shall be removed to a point of concealment and shall be properly install and connect such tars. 6. Electrical contractor to verify locations,heights and alignments of all tight fixtures with z caPlw or pkgged drawings and architect. 39. Work and items supplied by others: Corriador shall confirm al l appliances, ,fittings,harfwaie and finish 7. DO NOT scale drawings.lice only written dimensions. MECHANICAL/ELECTRICAL/PLUMONG ENGINEER LU o ix0 fixtraes c specifications with the designer and shall furnish cut sheets on all items specified. A Items labeled F.B.O(furnished by others) SITE SCALE:1/64rr=1 i- ih Substitution of any item may be made only with written approval of the architect. 8. Unless otherwue noted,all switches,including dimming switches to be Leviton 40. Report conditions that armor be accommodated by ordinary means without design Decoia switches(white).All switch and outlet cover plates and all custom gang cover plates to CC �� 12. IrsMiation of all HVAC equipment to be coordinated with the design drawings and all flanges.Report evidence of overdress,deterioration and damage that is found or that occurs be cover plates by Levitnn Decora series,white. all outer tors.Any discrepancies should be brought to the attention of the architect before during the work.Obtain the architects dfrectlen before proceeding w h affected work any related rick Is completed.The architect will advise in writing on any adjustments to be Substrate preperation for finishing-repair,clean and reoondition existing surfaces so that 9. All switches to be installed 48'A.F F to center of switch unless otherwise indicated. made successful refinishing does not require additional preparation beyr A that specified in product Receptacle to be installed 15'A.F.F.to center of receptacle,or as indicted on architect's sections. ftmnly. 13. All Pew and existing wall wtoas to be prepared smooth,dean and ready for paint or finish as specified.All holes and defects in existing walls and ceilings related to removal of 41. Schedule of values:Submit in ample time for review,revision and resubmission before 10. Layout of ceiling lights to be venfiied with architect prior to installation Wing fnctues,etc,and demolition for new electrical,plumbing and HVAC installation shall the rust application for payment 11. All light fixtures to be furnished by electrical cont ractor tractor ex W were h noted All fight REFERENCE SYMBOLS ABBREVIATIONS SEAL SIGNATURE be eompletetxr filled and repaired.Ceiling and walls shall be patched,painted,to match Wing(or otherwise noted)pursutarit to Installation of new fighting. 42. General cotltrasor shall provide list of all subcontractors to owner and architect. ibdures furnished by others shall be installed by electrical contractor. + AND D.S P DRY STANDPIPE INSUL. INSULATION REF. REFERENCE t 4. The owner shall be notified for arty work related to existing utilities that will temporarily 43. General contractor is to tun over the space to the owner in a clean condition which 12. In addition to these specifications and notes,electrical contractor to refer to all other '� LOCATION A ANGLE DWG. DRAWING INT INTERIOR REFR REFRIGERATOR disrwrntinue a disrupt service within the y won re Includes dusting,high dusting and general clearing. drawings for arty addtional eled►icaI work LEVEL LINE INV. INVERT RGTR REGISTER COLUMN LINES EL:+0'-0" C AT REINF REINFORCE o C POUNDORCENTERLINE E. EAST 15. Coniracor is responsible lot providing temporary wreathed protection for portions of the SAFETY OF PUBLIC AND PROPERLY: 13. Unless otherwise rioted,jacks and cunrerplates to be white,Leviton Deeona series A ef POUND OR NUMBER EA EACH JAN JANTOR REO. RECMIIRED o work that brainier exposed to the exterior and will held responsible for any damage that "• AC. AIR CONDITIONING E.J EXPANSION JOINT A JOINT RESIL RESILIENT occurs due a trsuf<icert protection, 1.Institute and maintain safety measures and provide all equipment or temporary construction 14. Electrical contractor to coordinate removal and/or relocation of a0 pfhahe,able tv and ACOlIS.O. ACOUSTICAL EL ELEVATION REV REVISION necessary to safeguard all persons and property affected. power lines attached to building as required. 0 SECTION REFERENCE ACT ACOUSTICAL CEILING TILE ELEC ELECTRICAL KIT KITCHEN R.F P REQUEST FOR PROPOSAL 16. Contactor shall provide and install new electrical locations throughout as required by *4V-01 SPOT ELEVATION AA AREA DRAIN ELEV ELEVATOR R H. RIGHT HAND new appliam locations and coordinate installation of all appl iances. 2.Shuctures,devices,or construction equipment stall not be loaded in excess of Ihelr design 15. Electrical contractor to install smoke and carbon monoxide detectors as required by °RANANOt code.See rates regarding smoke and carbon monoxide detectors. ADJ. ADJUSTABLE EMER. EMERGENCY LAB. LABORATORY RFG ROOFING UJ ' capacity. 9 �- PARTiTON TYPE A.F.F. ABCWE FINISH FLOOR ENCL ENCLOSURE LAM. LAMINATE RM ROOM o 17. Subrifttals:Required shop drawings to client and architect,product data and urroes `�10le AGGR AGGREGATE E P. ELECTRICAL PANELBOARD LAV LAVATORY R.O ROUGH OPENING ~ stall be submitted to the ardtfiect for approval as necessary.Arty money spent or work 3.Before using constriction equipment or devicre,same shall be inspected by the person 16. Electrical eontiractor to provide all power supply,hook up,control wiring for all ® WINDOW TYPE ALUMINUM EQ. EOUAL L H LEFT'HAND R.W.I. RAiN WATER LEADER performed wftut prior approval is dine at the contractors own risk, superintending the work and defects ects unsafe conditions stall be promptly corrected before mechanical,plumbing equipment and appliances.See mechanical,plumbing and/or ddesign 0 ELEVATION REFERENCE A.P ACCESS PANEL EOPT. EQUIPMENT LKR S.0 SOLID CORE NO DESCRIPTION DATE LOCKER ISSUE use. plans for details and spedffations. 0 APPROX. APPROXIMATE E W.C. ELECTRICAL WATER COOLER L.P LOW POINT Submit(3)three print CX s of the shop drawings.Submit(3)three samples of the full DOOR TYPE oan�. ARCH ARCHITECTURAL EXH EXHAUST LT LIGHT SC SERVICE ELEVATOR 01 DING SET 03-22-Z025 A range of re�irerf samples.Submit(3)copies of project data. 4.Determine location,protect and safeguard all utilities on or adjacent to site.Notify all utility 17, Electrical contractor to verify circul inn and capacity o1 each I ight switch to allow for at f Oom name S..D.D. SOAP DISPENSER ASPH. ASPHALT EXST EXISTING S SCHEDULE companies as required. least 15OW each light fixture except where noted higher. AVE AVENUE EXPO EXPOSED MAX. MAXIMUM ROOM NAME AND NUMBER MECH MECHANICAL SECT. SECTION B. Shop dawirW.su Ies and product data shall be required for the following iterea: EXT. EXTERIOR SH SHELF All finishes.(inc.plaster,paint,etc.) 5.Maintain fire preventive,sanitary and safety tacilities. 18. Contactor to provide cut sheets on all f 6ctures and devices to archhted for approval 4 2 MULTIPLE ELEVATION BD BOARD MEMB WIMBRANE SHR SHOVER Tile and the layouts. -5-X FINISH TAG(ELEVATION) . REFERENCE BET BETWEEN FA FIRE ALARM MET METAL SHT SHEET RElASI0N1 She and stone layouts. 6.All machines,toots,service Lnw and conduits shall be shielded or barricaded to provide 19 All switches to be dimmer wherenoted,unless otherwise noted. Jj BITUM. BITUMINOUS FAI FRESH AIR INTAKE MFR MANUFACTURER MH MANHOLE SIR SIMILAR NO DESCRIPTION DATE All millwork-including wren doors,paneling and cabinetry safety and preveN contact by the public. jx FLOOR FINISH TRANSITIONS BLDG BUILDING F.B. FLAT BAR S N.D. SANITARY NAPKIN DISPENSER c All lighting 2D Electrician shall label electric panel w/typed labels as necessary BLK. BLOCK F D FLOOR CRAIN MIN. MINIMUM S N R SANITARY NAPKIN RECEPTACLE z Alt mechtanlat equiprtertL 7.No materials shall be dropped or thrown outside the ecterior walls of the building. BLKG BLOC19NG FON. FOUNDATION MIR MIRROR SPEC SPECIFICATION Al All appliances and equipment PLUMBING AND DRAINAGE NOTES ( FURNITURE,ACCESSORIES, DETAIL REFERENCE BM. BEAM F E FIRE EXTINGUISHER MISC MISCELLANEOUS All hardware. 8.Areas used by the public shall be maintained free from debris,equipment,materials,etc R\ FIXTURES AND EQUIPMENT TAG BOY BOTTOM F E C FIRE EXTINGUISHER CABINET MO MASONRY OPENING 5Q SQUARE z Word floor sornples and tayoLL 1. All work to be pet*ormeil by a County of Westchester licensed plumber.All plumbing BULL BULLETIN FT C FINISH FLOOR ELEVATION M S MOTION SENSOR S.ST. STAINLESS STEEL y Countertops. OWNER SAFETY NOTES: and gas piping work stall be installed in strict accordance with the requirements of the Village � MTxvte B.0 R BUILT-UP-ROOFING F G FIBERGLASS MTD. MOUNTED SST.SK SERVICE SIN( Plumbing fixtures and fittings. of Rye Brook Buitdir>!Code Plumbing contractor to refer to all design and mechanical xk � w+"N0 • F H C FIRE HOSE CABINET MUL fVi WON STREET DOB APPROVAL STAMP W Wirdowvs g 1. General:All work to be donne in accordance with the Village o1 Rye Brook Building drawings related to location and Installation d airy plumbing work. CAB CABINET FIN FINISH SSTID TA. STATION U o Code and regulations of all other agencies laving jurisdiction -►-- PROPERTY LINE C.B CATCH BASIN FL FLOOR N NORTH STL STEEL SA STANDARD C. G.C.to submit schedule of submissions at start of construction. 2. Plumbing fixtures shall be of lfie type and mamrtadure approved for use in the Village N.I C NOT IN(DNTRACT STOR STORAGE 2 Structural Contractor to provide adequate temporary bracing and shoring wherever of Rye Brook.Verify all fixture and fitting types with architect prior to ordering CER CERAMIC FLUOR FLUORESCENT NO OR NUMBER STRL STRUCTURAL 18. Matoials,products and equipment shall be property padeged and protected to any structural work is involved. CENTER LINE prevent clangs during transportation and handling.The contractor shall be responsible for all 3. Plumbing contractor to examine proposed layout with regard to existing field C.G. CORNER GUARD F.0 FIELD ORDER N NOMINAL YM SUSPENDED unloading,thpling and installation of all material and equpment. 3. Means of Egress:All existing means of egress for owner of the building to be conditions,and shall notify architect of any discrepancies between assumed field conditions OVERWAD CONDITIONS C J CONTROL JOINT F.O.0 FACE OF CONCRETE N T T S. NOT TO SCALE SYM SYMMETRICAL C.I. CAST IRON F.O F FACE OF FINISH maintained clear and free of all obstructions,such as building materials,tools,etc and those encountered during construction.Plumbing witracter shall inform architect at any CLG CEILING F.O S FACE OF STUDS O.U. OVERALL T TREAD 19. Available storage space at the job site is limited to the area of construction.Any revisions to plan that shall be necessary,based on conditions uncovered in the field,in order to va CEILING TAG CL.KG. CAUL19NG FP FIREPROOF OBS. OBSCURE additional space required is the responsibility of the contractor. 4. Fire S&*.All building materials stored at construction area,and/or in any area of the Install all(futures,equipment and piping in strict accordance with requirements on the Village CLO CLOSET FPSC FIREPROOF SELF-CLOSING O.C. ON CENTER T B TONGUE AND GROOVE building are to be secured in a locked area.Access to such areas to be controlled by Owner of Rye Brook Building Code T C.L L CONTRACT LIMIT LINE F S FULL SIZE O F.D. OVER ROW DRAIN TB TOWEL BAR 20. Stoe and protect materials dellvered to the site from damage Do not use damaged and/or General Contractor. rmr"F.�. T.C. TERRACOTTA CLR CLEAR FT. FOOT OR FEET 0 G. OUTSIDE DIAMETER TEL TELEPHONE 4 No cutting or channeling of building structure is Mnnitted for installation of piping COL COLUMN FIG FOOTING OFF. OFFICE materials at he site. THK THICKNESS) 5. Dust Control:Debris.dirt.and dust to be kept to a minimum,and be confined to the runs CONC CONCRETE FLM FURRING OPNG OPENING 0 21. Nano plates and other Identifying markings shall not be affixed an exposed surfaces of immediate construction area:and be cleaned up and cleared from building periodically to avoid FINISH TAG(PLAN) CONN CONNECTION FUT FUTURE 0PP OPPOSITE � THROUGH zmanulacturel items installed in the finished spaces. any excessive accumulation. 5. Field check exact locations of all existing stack and risers All new plumbing work to CONSTR CONSTRUCTION TOT TOTAL c be connected to existing pturong when possible.Where new plumbing fixtures are to be VATERM COW CONTINUOUS GA. GAUGE(GAGE) PASS PASSENGER T O C TOP OF CURB 22. MAW the premises and the job site in a neat and orderly condition and free from 6 Noise After Hours:Construction operations will be confined to normal woddng hours: installed,provide and install replacement roughing from f xture to risers and stacks and replace T O D. TOP OF DRAIN aecumwtatim of waste materials during the entire construction period.Remove crates, 8am.to 6pin,Mondays through Fridays,except legal holidays,and Ba.m.to 5p.m.on rise shut-of valves as r cluuided.install new fixtures at a dsting locators unless otherwise CONTRA CONTRACTOR GAL GALLON PA PASSENGER ELEVATOR DOB SCAN GAIV GALVANIZED PRCST B PRE-CAT S T O.S. TOP OF SLAB C.0 CHANGE ORDERTOP TOP OF PAVEMENT cc cum and other flammable waste materials or bash from the work areas each wok day. S&rday. rioted. C 0 R. CHANGE ORDER REQUEST G B GRAB BAR PL PLATE T P D TOWEL PAPER DISPENSER 23. Careshall be taken by worbnen not to mark soil a otlterw(se de+ace finished suurfaces. 7. Coristrudion rwetk will be cerined to the pw corstruxction floor.Contractor will 6. Pluming contactor shall verity intended locations and courses of new a modified CORK CINiRt00R G C GENERAL CONTRACTOR P L PROPERTY LiNE TV TELEVISION In the event teal finished surfaces become dodaced,dean and restore such surfaces to their limn to the minimal,the amount of dust,dirt or other such Inconveniences created to all otter drain,waste,water and vent lines with the general camdor to insure that same stall not C R CARD READER GL GLASS,GLAZING PL AM PLASTIC LAMINATE T OW TOP OF WALL W areas rndtin the building. Interfere with the insertions or specifications of aspects of the other work. CTSK COUNTERSUNK GND GROUND PLAS PLASTER TYP TYPICAL 0 original co nfition. CNTR COUNTER GR. GRADE PLYWDA PLYWOOD DRAWING NAME 24. Clean up immediately,upon the completion of each trade's work and remove surplus 8 There will be no one occupying the proposed construction area to be renovated during 7. Contactor to provide connections to and venting of all appliances where required as CTR CENTER GWB GYPSUM PR PAR U.0 UNFINISHEDOTHERWISE materials ant rubbish of every krA from the site. the course of construction work. Indicated in design drawings,notes,schedules and/or appliance package specifications. P.S F POUNDS PER SQUARE FOOT U.0 N. UNLESS OTHERWISE NOTED NOTES DOL DOUBLE H.B. HOSE BIB P.S I. POUND PER SQUARE NCH � URINAL 25. Before eomiriencirg and alteration or demolition work,submit a schedule showing the DEMOLITION NOTES: 8. Cortt�tor to provide cutshms,schedules on all fixtures,fittings and appliances for DEFT DRINKING FOUNTAIN H C HOLLOW OD PIN POINT,TOWEL DI eommenceraft,the order and the completion dates for the various parts of this work,for architect approval prior to order and r-61C tatlon of same. D F DRINKING FOUNTAIN HOWE HARDWOOD P T D PAPER TOWEL DISPENSER V.0 T. VINYL COMPOSITION TILE review by theamMecl 1 Contractor stall perform all operations of demolition and removal indicated an the DESC DESCRIPTION H M. HARDWARE P T.D/R PAPER TOWEL DISPENSER VERT VERTICAL DATE drawings and as may be required by the work All work shall be done carefully and really,in a 9 All new pl":ng piping to be insulated and sound attenuated. H M HOLLOW METAL AND RECEPTACLE 07-1 -2024 DET DETAIL VNR. VENEER DW DIAMETER H.P wGH f�INT PTA PAPER TOWEL RECEPTACLE V.W.0 VINYLWALL COVERING rItOJECT NO 2407DR 26. Before starting any work relating to the existing utilities(electrical,sewer,water,heal systematic manner. D H DOUBLE HUNG HORIL HORIZONTAL PiN. PARTITION DIM DIMENSIONH.VAC HEAT,VENTILATION. P V.C. POLYVINYL CHLORIDE W WEST NMN BY LAC D DI ISP DISPENSER AIR CONDITIONING Q U (MARRY TILE W/ NTH CHECKED BY LAC LL HR HOUR W.C. WATER CLOSET DRAWING NUMBER D 0 DOOR OPENING HGT. HEIGHT � WOOD9 R E DIAMETER Q W/0 WITHOUT DWR DRAWER W P WORK POINT RISER DR. DOOR A-001 .00 DS DOWNSPOUT IN INCH RR AD ROOF DRAIN WP. WATERPROOF WSCT WAINSCOT CADO FILE NO PAGE "� WEIGHT 000ao 02 OF 07 UJ WIN WINDOW �o 0 -- PROJECT BUILDING DESIGN CRITERIA STRUCTURAL GENERAL NOTES BUILDING PLANNING SUMMARY GENERAL NOTES STRUCTURAL STEEL D'AMBROSI O s FOUNDATION RESIDENCE = R301 PROJECT SPECIFIC DESIGN CRITERIA CODE REFERENCE-ALL WORK IN THIS PROJECT IS GOVERENED BY THE HANDRAILS 1.MATERIAL:ASTM A 36 FOR ROLLED STEEL 12"LONG JOIST HEIGHT 0 2020 RESIDENTIAL CODE OF WS AND 2020 ENERGY CONSERVATION -REQUIRED HANDRAILS-ON MIN 1 SIDE OF STAIRS OF 4 OR MORE RISERS 1.DESIGN SOIL BEARING CAPACITY IS 4000 PSF AND SHALL BE BLOCKING NAILED TO W CONSTRUCTION CODE OF PIYS -REQUIRED DIMENSIONS-HEIGHT BETWEEN 34•AND 38°MEASURED VERIFIED IN THE FIELD BY ENGINEER WHEN CONSTRUCTION SECTIONS.ASTM A500 GRADE B FOR COLD FORMED INNER FACE(12)1 OD NAILS z PROJECT:D AMBROSIO RESIDENCE VERTICALLY STEEL TUBING. _ SPACED EVENLY LOCATION:RYE BROOK,NEW YORK IN SUMMARY HIGHLIGHTS IMPORTANT COMMON PLANNING AND SAFETY -REQUIRED WIDTH-INTERIOR RAILING MIN 1 1/4°TO MAX 2 3/8°,EXTERIOR BEGINS. 34 TALCOTT ROAD LL 2.WORKMANSHIP:AISC°SPECIFICATION FOR THE DESIGN COMPLIANCE-ACTUAL CODE SHOULD BE REFERENCED RAILING MAX WIDTH 31/2' 2.NEW FOOTINGS SHALL REST ON UNDISTURBED SOIL APPROVED f RYE BROOK,NY 10573 z -WALL MOUNTED RAILINGS MUST BE MiN 11/2'CLEAR FROM WALL FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR a ` CLIMATIC GEOGRAPHIC Y DESIGN CRITERIA REQUIRED FOR THE VILLAGE �0 RESIDENTIAL CODE OF WS SUMMARY(PLEASE REFERENCE CODE OR BY THE STRUCTURAL ENGINEER. BUILDINGS'LATEST EDITION `)• YE RYE BROOK BUILDING DEPARTMENT FOR FURTHER CLARITY) GUARDS 3.EXCAVATION SHALL BE PROTECTED FROM FROST DURING -REQUIRED GUARDS-ALL PORCHES,DECKS,BALCONIES AND STAIRS MORE GROUND SNOW LOAD(PST) 30 3.CONNECTIONS:SHOP AND FIELD CONNECTIONS CAN BE WELDED ALL CONTRACTORS ARE RESPONSIBLE FOR CODES GOVERNING THEIR THAN 30'ABOVE ADJACENT GRADE COLD WEATHER. N _ WINS SPEED(MPH) 120 WORK -REQUIRED HEIGHT-MIN 36"HIGH OR BOLTED WITH A325 H.S BOLTS.SLEEVES AND LINTELS MAY 2X10 PT JOIST SEISMIC DESIGN CATEGORY C WEATHERING SEVERE -REQUIRED GUARDS-ALL STEPS WITH 300 OR MORE OF RISE MUST HAVE A 4.DO NOT UNDERMINE OR DAMAGE EXISTING FOUNDATION BE MACHINE-SOL TED TWO 50 SOWS SCREWS FROST DEPTH LiNE 3•69 UNIVERSAL DESIGN CRITERIA RAIL AND GUARDS WiTH 30'MIN HEIGHT WALLS.REPORT IMMEDIATELY IF SUCH CONDITION IS LIKELY AT EACH END SCENA TERMITE MODERATE-HEAVY -GUARD OPENING RESTRICTIONS-4'NET BETWEEN VERTICAL SPINDLES, IN FIELD. DECAY SLIGHT-MODERATE DEAD LOADS USED IN STRUCTURAL CALCULATIONS UNLESS OTHERWISE ALL OTHER OPENINGS SHALL NOT PERMIT A W SPHERE FROM PASSING TO BE CREATED. 4.WELDING:PERFORMED BY CERTIFIED OPERATORS AS PER ARCHITECTURE WINTER DESIGN TEMP 7 NOTED THROUGH &EXISTING FOUNDATION WALLS SHALL BE REPARED AS NEEDED AMERICAN WELDING SOCIETY STANDARD QUALIFICATION ICE BARRIER UNDERLAYMENT REQ YES TYPICAL FRAME FLOORS 10 PSF MAX 2X10 PT BLOCK-•. FLOOD HAZIARDS NO ROOF WITH ARCHITECTURAL ASPHALTIC SHINGLES 15 PSF MAX SMOKE ALARMS OR AS SHOWN ON PLANS PROCEDURE. FRAME WALLS•EXTERIOR SIDING 15 PSF MAX -REQUIRED LOCATIONS-IN ALL SLEEPING ROOMS,IN THE IMMEDIATE FRAME WALLS-INTERIOR 10 PSF MAX VICINITY OUTSIDE ALL SLEEPING AREAS AND ON EACH STORY WITHIN THE 6.WALL CONSTRUCTION JOINTS:SPACE NOT MORE THAN 30 5.COLUMNS ARE TO BE PLUMBED,GUYED AND BRACED WITH WIND EXPOSURE CATAGORY 8 '"ft"ftM "'° `°`'"° "°-""' DWEW NG EXCEPT CRAWL AND ATTiC SPACES � $ FEET o c SECTIONS OF WALLS SHALL BE POURED TEMPORARY BRACES UNTIL BEAMS ARE BOLTED IN PLACEb""'�°�°°" a MAXIMUM MEAN ROOF HEIGHT 35' LIVE LOADS USED IN STRUCTURAL CALCULATIONS UNLESS OTHERWISE -ALL SMOKE ALARMS SHALL BE INTERCONNECTED AND DIRECT WIRED --- ARCIVECT CD EXPOSURE ADJUSTMENT 1.00 NOTED WITH BATTERY BACKUP IN ALL NEW CONSTRUCTION. ALTERNATELY TO MINIMIZE SHRINKAGE 6.SUBMIT SHOP DRAWINGS FOR ALL STRUCTURAL STEEL WORK _. =to ATTICS WITHOUT STORAGE(LOW SLOPE) 10 PSF ZONE DEFINITIONS FOR COMPONENTS AND CLADDING ROOMS OTHER THAN BEDROOMS 40 PSF WOOD MATERIALS 7.SHELVES ON FOUNDATION WALLS:REFER TO ARCHITECTURAL FOR REVIEW BEFORE FABRICATION. ^ 25 ALPINE TER $ BEDROOMS 30 PSF WOOD MATERIALS SHALL BE NO.2 GRADE OR BETTER LUMBER, _ PLEASANTVILLE NY 10570 STAIRS 40 PSF PRESERVATIVE-TREATED IN ACCORDANCE WITH SECTION R317,OR DRAWINGS FOR DIMENSIONS AND DETAILS NOT SHOWN ON 2 2 3 APPROVED,NATURALLY DURABLE LUMBER AND TERMITE PROTECTED STRUCTURAL LUMBER T/914-566-4M GUARDRAILS AND HANDRAILS 200 LB(PT LD) WHERE REQUIRED IN ACCORDANCE WITH SECTION R318.WHERE DESIGN IN STRUCTURAL DRAWINGS IF THERE IS A QUESTION OR __ P/9%566•4091 MAXIMUM DEFLECTION ACCORDANCE WITH SECTION R301 IS PROVIDED,WOOD STRUCTURAL DISCREPANCY CONTACT THE ENGINEER. 1.ALL STRUCTURAL LUMBER WORK SHALL CONFORM WITH"NFPA° E/HOpSCENADPC.COM RAFTERS-HIGH SLOPE AND UNFINISHED L/180 MEMBERS SHALL BE DESIGNED USING THE WET SERVICE FACTOR DEFINED NATIONAL DESIGN SPECIFICATIONS AND THE STANDARDS OF AITC /4X4 PT WD POST STRUCTURAL ENGINEER RAFTERS-LOW SLOPE OR FINISHED U240 IN AWC NOS.CUTS,NOTCHES AND DRILLED HOLES OF N 2 122 1 2 OUTHERN PINE OR DOUGLAS FIR STRUCTURAL FLOORS umPRESERVATIVE T OD PRESERVATIVE-TREATED WO MEMBERS SHALL BE TREATED IN STRUCTURAL CONCRETE 2.SAWN LUMBER:S (FLUSH TO BTM OF JOIST) FLOORS WITH SPAN>20' L/480 ACCORDANCE WITH SECTION R317.1.1.ALL PRESERVATIVE-TREATED WOOD 1.CONCRETE STRENGTH: GRADE#2.MOISTURE CONTENT FOR LUMBER SHALL NOT TWO 1 2"GALV BOLTS sSTRUCTURAL MEMBERS 1/240 PRODUCTS IN CONTACT WiTH THE GROUND SHALL BE LABELED FOR SUCH FOOTINGS,WALLS&SLAB ON GRADE-3.500 PSI W MASONRY SUPPORT L/600 USAGE. EXCEED 19 96. AT 28 DAYS CONCRETE ON STEEL DECK-4 000 TWO 1/2"GALV LAGS g 2 2 g EXTERIOR WALLS NTH BRITTLE FINISH W240 PSI AT 28 DAYS LIGHT WEIGHT CONCRETE. 3.LAMINATED VENEER LUMBER(LVL)AND PARALLEL STRAND OR LEDGERLOCKS = EXT�t10R WALLS IASTH FLEXIBLE FINISHS W120 FASTENERS AND CONNECTORS 2.ROD REINFORCEMENT:ASTM A615 GRADE 60.(GRADE 40 MAY LUMBER(PSL):SHALL BE°MICRO=LAM°AND°PARALLAM'TYPE 2X10 PT RIM JOIST Z INTERIOR PARTITIONS W180 METAL FASTENERS AND CONNECTORS USED FOR ALL DECKS SHALL BE IN W o GABLE ACCORDANCE WiTH SECTION R317.3 AND TABLE R507.2.3. BE USED FOR TIES AND STIRRUPS). BEAMS AND COLUMNS AS MANUFACTURED BY"ILEVEL OR MECHANICAL/ELECTRICAL/PLUMBING ENGINEER LIGHT,VENTILATION AND HEATING o ALL HABITABLE ROOMS REQUIRE GLAZING MIN OF 8%OF FLOOR AREA FLASHING 3.MESH REINFORCEMENT:ASTM A185 AND A82. APPROVED EQUAL. a BATHROOMS REQUIRE EITHER 3 SQFT OF GtNJNG WITH MIN OF i.5 SQfT FLASHIING SHALL BE CORROSION-RESISTANT METAL OF NOMINAL ° 5 THICKNESS NOT LESS THAN 0.019INCH(0.48 MM)OR APPROVED 4.DETAILS WORKMANSHIP AND PROCEDURE:ACI 318 AND ACI 4.ENGINEERED JOISTS SHALL BE°TJI PRO TYPE AS GUARDRAIL POST ATTACHEM ENT(PLAN) 5 BEING OPERABLE OR MECHANICAL VENTILATION(MIN 50 CFIW) S � �_) NONMETALLIC MATERIAL THAT IS COMPATIBLE WITH THE SUBSTRATE OF 315. MANUFACTURED BY'ILEVEL'OR APPROVED EQUAL.SIZE AND 1 4 CEILING HEIGHT THE STRUCTURE AND THE DECKING MATERIALS. SPACING AS SHOWN. SCALE:3"=1'-0" S 4 MINIMUM CEILING HEIGHT IS 7' S.LOCATION OF CONSTRUCTION JOINTS AND SPLICES FOR STEEL 5 5 LOPED CEILING SPACES MAY HAVE NO MORE THAN 50%OF THE TOTAL DECK JOiST BEARING THE ENDS OF JOISTS SHALL HAVE NOT LESS THAN 11/2 INCHES(38 MM)OF REINFORCEMENT SHALL BE APPROVED BY THE 5.USE GALVANIZED"SIMPSON/STRONG-TIE CONNECTORS°(OR AREA LESS THAN T BEARING ON WOOD OR METAL AND NOT LESS THAN 3 INCHES p6 MM)OF ENGINEER.MINIMUM SPLICE SHALL BE 40 BAR DIAMETERS FOR EQUAL)AT ALL RUSH FRAMING,AT ALL RAFTERS TO PLATE WALL TOILET,BATH AND SHOWER SPACES BEARING ON CONCRETE OR MASONRY OVER ITS ENTIRE MOTH.JOISTS SEAL&SIGNATURE WATER CLOSET CENTERLINES MUST BE MIN 15'FROM ADJACENT WALL BEARING ON TOP OF A MULTIPLE-PLY BEAM OR LEDGER SHALL BE ALL REBAR. HURRICANE WIND CONNECTIONS,AND AS SHOWN ON DRAWINGS ,� Rio �►R COMPONENT AND CLADDING LOADS FASTENED IN ACCORDANCE WITH TABLE R602.3(1).JOISTS BEARING ON 6.SLABS ON GRADE:5'THICK REINFORCED WiTH 6X6-10 10 6.ALL NAILING SHALL BE PERFORMED IN STRICT ACCORDANCE EXPOSURE ZONE DESIGN PRESSURE UPLIFT FORCE GLAZING TOP OF A SINGLE-PLY BEAM OR LEDGER SHALL BE ATTACHED BY A ROOF ZONE 1 WA NIA WITH THE STATE OF NEW YORK GUIDING CODES-2020. 3 g SAFETY GLAZING REQ IN THE FOLLOWING SPACES: MECHANICAL CONNECTOR.JOIST FRAMING INTO THE SIDE OF A BEAM OR WELDED WIRE FABRIC.PLACE SLABS ON VAPOR BARRIER AND z ROOF ZONE 2 N/A NIA -INGRESS AND EGRESS DOOR ASSEMBLIES LEDGER BOARD SHALL BE SUPPORTED BY APPROVED JOIST HANGERS. ROOF ZONE 3 NIA WA ON 6"MIN OF N� -SIDELIGHTS OR GLAZING ADJACENT TO A DOOR WITHIN 240 OF THE MISCELLANEOUS WALL ZONE 4 NIA WA Oft LATCHSET SIDE OF THE DOOR AND LESS THAN 60°ABOVE THE FLOOR LATERAL CONNECTION COMPACTED GRAVEL.BACKFILL UNDER SLABS ON GRADE WALL ZONE 5 N/A WA -FIXED,SLIDING AND HINGED PATIO DOORS LATERAL LOADS SHALL BE TRANSFERRED TO THE GROUND OR TO A 1.CONTRACTOR SHALL FURNISH AND BE SOLELY RESPONSIBLE FOR OF E`N STRUCTURE CAPABLE OF TRANSMITTING THEM TO THE GROUND.WHERE SHALL BE COMPACTED THOROUGHLY WiTH GRANULAR CLEAN ALL TEMPORARY BRACING REQUIRED TO MAINTAIN PLUMBNESS 2X10 PT END JOIST Lu DESIGN PRESSURE RATING FOR ALL EXTERIOR DOORS AND WINDOVVS _� SWIWANG DOORS THE LATERAL LOAD CONNECTION S PROVIDED IN ACCORDANCE WiTH FILL IN LAYERS OF 12'MAX A 3"SLAB MAY BE USED IN CRAWL ACCORDING TO 2020 NYS RESIDENTIAL BUILDING CODE HOLD-DOWN TENSION DEVICES SHALL BE INSTALLED IN AND STABILITY OF ALL STRUCTURAL ELEMENTS DURING TWO 5"SDWS SCREWS -ALL BATHROOM ENCLOSURE DOORS(SHOWER,WHIRLPOOL,TUB,STEAM FIGURE R507.9.2(1), SPACES. LABELS MUST COMPLY WITH AAMAIINDMArCSA I01A.S.2IA440-08 ROOM'�) NOT LESS THAN TWO LOCATIONS PER DECK.WITHIN 24 INCHES(610 MM) CONSTRUCTION. AT EACH END NO O DESGiIPiION -ALL WINDOW GLAZING LOWER THAN 60"ABOVE DRAIN,ANY STANDING OR OF EACH END OF THE DECK.EACH DEVICE SHALL HAVE AN ALLOWABLE ?.CALCIUM CHLORIDE OR ANY ADMD(TURE CONTAINING al PT BLOCK 01 RUNG SET WALKING SURFACE STRESS DESIGN CAPACITY OF NOT LESS THAN 1,500 POUNDS(6672 N). 2.ALL SECTIONS AND DETAILS SHALL BE CONSIDERED TYPICAL AND -INDIVIDUAL GLASS PANELS GREATER THAN 9 SOFT AND LESS THAN 18" WHERE THE LATERAL LOAD CONNECTIONS ARE PROVIDED IN ACCORDANCE CHLORINE SALTS SHALL NOT BE USED IN ANY CONCRETE. 4X4 PT BLOCK ABOVE THE FLOOR AND WITH THE TOP EDGE MORE THAN 36'ABOVE THE WITH FIGURE R507.9.2(2),THE HOLD-DOWN TENSION DEVICES SHALL BE APPLY FOR FLOOR AND WITHIN 360 HORIZONTALLY OF WALKING SURFACES INSTALLED IN NOT LESS THAN FOUR LOCATIONS PER DECK,AND EACH 8•ALL CONCRETE EXPOSED TO WEATHER SHALL BE (JOIST HEIGHT) THE SAME AND SIMILAR SITUATIONS THROUGHOUT THE BUILDING COMPONENT REQ -GLAD RAILI, DEVICE SHALL HAVE AN ALLOWABLE STRESS DESIGN CAPACITY OF NOT AIR-ENTRAINED REVISION -GLAZING IN STAIR LANDINGS AND WITHIN 60"HORIZONTALLY AT TOP AND LESS THAN 750 POUNDS(3336 N). UNLESS OTHERWISE SPECIFICALLY NOTED No o FRAME FLR OVR UNCOND SPACE R-19 9.ALL REINFORCING STEEL SHALL BE INSPECTED BY THE o BOTTOM OF STAIRS WITHIN THE DIRECTION OF TRAVEL,AND WITHIN 60' 3.THE GENERAL CONTRACTOR SHALL COORDINATE AND BE o CRAWL SPACE WALLS R-10 CONT/R-13 CAVITY VERTICALLY OF THE WALKING SURFACE R507.5.1 DECK BEAM BEARING EXT BASEMENT FRAME WALLS R40 CONTI R-13 CAVITY STRUCTURAL ENGINEER OR REPRESENTATIVE,BEFORE RESPONSIBLE FOR THE APPROVED SIZE AND LOCATION OF ALL SLAB PERIMETER R-10,DEPTH 2 FT EMERGENCY ESCAPE AND RESCUE OPENINGS THE ENDS OF BEAMS SHALL HAVE NOT LESS THAN 11/2 INCHES(38 MM)OF CONCRETE IS POURED. OPENINGS THROUGH ROOF FLOORS AND WALLS. -43 ALL OTHER EXT WALLS R-20 OR R13+5 BASEMENTS WITH HABITABLE SPACE AND ALL SLEEPING ROOMS SHALL BEARING ON WOOD OR METAL AND NOT LESS THAN 3 INCHES(76 MM)OF - `� WINDOW GLAZING MAX U=0.35 HAVE AT LEAST ONE EMERGENCY EXIT OR EXTERIOR DOOR OPENING FOR BEARING ON CONCRETE OR MASONRY FOR THE ENTIRE WIDTH OF THE 4.ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH DOB APPROVAL STAMP DOOR GLAZING(<45%) MAX U=0.35 EMERGENCY ESCAPE.OPENING FOR EMERGENCY ESCAPE,OPENINGS SILL BEAM.WHERE MULTiPLE-SPAN BEAMS BEAR ON INTERMEDIATE POSTS, W OPAQUE DOORS(INSULATED METAL) MAX U=0.60 HEIGHTS CANNOT EXCEED 440.MIN CLEAR OPENNG AREA IS 5.7 SOFT WITH EACH PLY MUST HAVE FULL BEARING ON THE POST. THE STATE OF NEW YORK GUIDING CODES-2020. W� OPAQUE DOORS(WOOD) MAX U=0.50 MIN HEIGHT OF 24"AND MIN WIDTH OF 20'.MIN GLASS AREA AT GROUND SKYLIGHTS MAX U=0.55 LEVEL IS 5 SOFT AND MIN GLASS AREA AT UPPER STORY IS 5.7 SOFT. 2020 NEW YORK ENERGY CONSERVATION CONSTRUCTION COIF FLAT AND ANY CATHEDRAL CEILINGS MIN R-3.OANCH(FULL DEPTH)* 4X4 PT *2020 WS RESIDENTIAL CODE SECTION N1109 ADDITIONS,ALTERATIONS OR WD GUARDRAIL POST EXITS � R403.7 HEATING AND COOLING EQUIPMENT IS SIZED PER ACCA MANUAL S -PRIMARY EXT DOOR MUST BE HINGE TYPE WITH MIN 3-0�WIDTH AND V-8r BASED ON LOADS PER ACCA MANUAL J OR OTHER APPROVED METHODS (FLUSH TO BTM OF JOIST) RENOVATIONS HEIGHT -ALL INTERIOR EGRESS DOORS AND MIN ONE EXTERIOR EGRESS DOOR R403.4 CIRCULATING SERVICE HOT WATER PIPES ARE INSULATED TO R-3 TW01/2"GALV BOLTS 2X10 PT RIM JOIST SHALL BE READILY OP ENABLE NABLE FROM THE INSIDE WITHOUT A KEY,EFFORT OR SPECIAL KNOWLEDGE R403 6 AUTOMATIC OR GRAVITY DAMPERS ARE INSTALLED ON ALL TWO 1/2"GALV LAGS -HALLWAYS SHALL BE MIN 3'WIDE OUTDOOR AIR INTAKES AND EXHAUSTS OR LEDGERLOCKS 0 o LANDINGS R303.1 ALL INSTALLED INSULATION LABELED OR INSTALLED R VALUES Q EGRESS DOOR LANDINGS MUST BE MIN 3'-02 WIDE AND 314IT'DEEP PROVIDED DOB BSCAN cc STAIRWAYS R402.4.1.2 BUILDING ENVELOPE TIGHTNESS VERIFIED BY BLOWER DOOR -MIN WIDTH NET 360 ABOVE HANDRAIL UP TO REQ HEADROOM HEIGHT TEST RESULT OF 3 ACH AT 50PA.TESTING SHALL BE PERFORMED AT ANY OUTSIDE P OST ATTACHEMENT(PLAN) a o -MIN WIDTH BELOW HANDRAIL WITH 1 HANDRAIL IS 31.5'AND WITH 2 TiME AFTER CREATION OF ALL PENETRATIONS OF THE BUILDING THERMAL 2 ALE:3"= '-0" W HANDRAILS IS 270 ENVELOPE CD mw__ -HANDRAILS MY PROJECT A MAX OF 4.50 OFF OF WALLS DRAWING NAME -NON EGRESS STAIRS MAY BE MIN 260 WIDE R403.5.1 CIRCULATING SERVICE HOT WATER SYSTEMS HAVE AUTOMATIC -MAX RISER HEIGHT IS 7.75' OR ACCESSIBLE MANUAL CONTROLS DESIGN -MIN TREAD DEPTH IS 10" -MIN HEADROOM IS 6'-811 MEASURED VERTICALLY R401.3 COMPLIANCE CERTIFICATE WILL BE POSTED CRITERIA -FOR WINDERS AND CIRCULAR STAIRS SEE APPROPRIATE SECTIONS DATE 07-1 f-2024 PROJECT NO 2407DR DRAWN BY LAC g CHECKED BY LAC LL DRAWING NUMBER W �co A-002.00 U s CAM FiLE NO PAGE W 00000 03 OF 07 �o 0 MWECT N/F CAWLEY CAPITAL LTD. N/F CAWLEY CAPITAL LTD. D'AMBROSIO W RESIDENCE 2 O O N U 34 TALCOTT ROAD W RYE BROOK,NY 10573 uj W LOT 17 LOT 17 0 N !`0.3 E. 32.91P .3'E. 32.9T Draii LOT 18 ��r LOT 18 SCENA LOT 16 a Drain 6.4' LOT 16 Q Dral Grain ' 6.4 �� ��— ARCHITECTURE: Z 4 Drain z Drain z Drain 1 n z Drain o O STEP L-`r' TWO a SAP TWO . . a. .p. - . LL �- � co:rm.ene,se.rmnwm+rmray Lu 3.3' DE 3.3' aRcwrEcr RA \ GRADE scou mcmH+njRl: \ :---- G \ z TWO . WOOD DECK AT STORY TWO W WOOD DECK AT STORY REa sANrn N�r,os7o o CO _ __.-____�___ CD ___--__- 6.2 \ _ 6. BRICK F 2ndSTORY � BRICK � ~ZndSTORY ~� \ CHIM. BALCONY \ \ CHIM. T�914-%s-4M BALCONY ' Y F/914-5ss-ao91 STORY FRAM E STO R FRAME El"Q@SC .COM STRUCTURAL ENGINEER N TWOTWO \\\\ Cl FRAME DWELLING FLAME DWELLING ui \\ STORY \\\ 5-TRy z o DWELLING DWELLING03 , LAJ ` MECHANICAL!ELECTRICAL/PW MBM16 ENGINEER d M W F� 6.4 _ ��` 6.4 D tNG .�z� SEAL&SIGNATURE'Q� �� GARAGE w .�4 — GARAGE I > > 3 $ 0 IL) Z woOD 1.4' I WOOD _ 1.4' STEPS STEPS Nco - lb N ' IJ.! z W J omC W ? I W -J Z j Z Q 7 7 ? Z Q U Q = U i Q IO = ISSUE a O W F" Q. NO DESCRIPMN DATE cl) f/) cc I� Q 01 RLING SET 03-22-2025 c' Q m I m O Q ~ O Q ~ REVISION N - N NO DESCRPMN DATE d 0 W 0 Q Q U 12.52' 12.52' A. i DOB APPROVAL STAMP s 4.28, 4.28' cc TAL.Co. OT,TALCROROAD�o � s 1 EXISTING SITEuPROPOSED SIE(NO CHANGE) W Z Q O x DOB BSCAN U 2 cc Q d a O W -- - - INFORMATION TAKEN FROM SURVEY,PREPARED BY JRL LAND SURVEYING DRAWING NAM P.C.,MAHOPAC,NY,DATED OCTOBER 22,2024,PROVIDED BY OWNER. SITE 34 TALCOTT ROAD,RYE BROOK,NY ZONING ANALYSIS TABLE R•12 ZONING STANDARD R REQUIRED EXISTING PROPOSED COMPLIES OVER/UNDER APPROVALS DATE LOT AREA 12,500 SQ.FT. 6,486 SQ.FT. NO CHANGE NO 07-11-2024 LOT COVERAGE N BLDG 17% 29.8% NO CHANGE NO PRt�l�7 2407DR LOT COVERAGE DECK 4% 7.1% NO CHANGE NO DRAWN BY LAC FRONT YARD SETBACK 35 FT. 34 FT. NO CHANGE NO CHECKED BY LAC g W REAR YARD SETBACK 35 FT. 32.9 FT. NO CHANGE NO o DRAWING NUMBER SIDE YARD WIDTH ONE SIDE) 15 FT. 1.4 FT. NO CHANGE NO " SIDE YARD WIDTH 0 SIDES 40 FT. 4.7 IT. NO CHANGE NO A-003-00 FRONTAGE 65 FT. 16.8 FT. NO CHANGE NO 0 IMPERVIOUS SURFACE MAX COVERAGE 3030.95 SQ.FT. 3230 SQ.FT. NO CHANGE NO CADS FILE NO PAGE W 00000 04 OF 07 z c 0 PRCUECT D'AMBROSIO W RESIDENCE Lu Lu U iD 0 34 TALCOTT ROAD RYE BROOK,W 10573 2X10 PT LEDGER 2X10 PT LEDGER EXIST'G W/2-1/2'DIA BOLTS EXLST'G W/2-1/2'DIA BOLTS - - N @16-O/C FOR @16.0/C FOR PLATFORM DECK PLATFORM DECK REMOVE DUST'G BALCONY DECKING/FRAMING SCENA 5' RARING ANQ STEP ; 3-2X12 PT CA-o\ , 4-33/4' 10' o� BEAM FLUSH �� REMOVE EXIM o AECKING TRAMING o ,oQ RAILING 1T-10' 9-8 r 1X6PTDIAG IreiAglnlR�hR�I�/tWSMi�tlle7pplbttft\ IArOrrmtr KlOA r.�■solo bar VON•ma "' AND STEP 3-2X12 PT 8'-61/40 8t61/4" BRACE ATTACH �-m�•a.e•eo v�-wf=m-�R 11 CD BEAM FLUSH TO EA asumb ro VIC W/3-1 Od NAILS ARCHMCT Z 9'-11 1/4' 9'-11 4' 9'-11 1/4' 9�11 1/4' SCEM� W Z o N NZW ALFSNE TER 3' a 12'DIA SONOTUBE �NY 1�70 WE 10 3'-91/8' 1 G-01/8' 0 0 o PIERS W/BF28 4%%& BIGFOOT FOOTINGS F/91 ,09 DOWN TO 42'BELOW WPC'COM N 1 T 11 GRADE,SEE SECTION, STRUCTURAL ENGINEER TYP 0 40'-b' a *VERIFY E)OSTING CONCRETE FOOTING AND FOUNDATION n CONFORMS TO SPEC U N W�O F Q C MECHANICAL/ELECTRICAL/PLUMBING ENGINEER W W r l PLAN EXISTING STR CTURAL PLAN SCALE:1/4'=1'-0' SEAL&SIGNATURE z 9 yOQ- W Of Z O ISSUE NO. DESCRIPTION DATE 01 FILING SET 03,22-2015 Q REPLACE REAR CEDAR SIDING,PROFILE TO MATCH REVISION EXIST'G,PTO TO MATCH EXISTG, N0. DESCR1PilON DATE WRB WRAP AND FLASHING AS W Z CD REG /i 0 0 /� DOB APPROVAL STAMP NEW 6'0/C MAX POST SPACING,TYP EX TRANSCEND NEW TREX s� CONTINUOUS TREX GUARDRAIL FOR BALCONY /i /� /� DECK COCKTAIL � DECKI 5 W/CONTINUOUS NG B TREX COCKTAIL RAIL /i 4•SPHERE LIMR - BALCONY co NEW TREX DECKING TREK TRANSCEND ALUM RAIL, 1 T-10" SQUARE BALUSTER,BLACK 3'MIN NEW TREX TRAN NO NEW TREX PERIMETER GUARDRAIL W/CONTINU US o" ACCENT BORDER TRIX COCKTAIL SIMPSON'ECCG',TYP U a —y---SIMPSON'CCQ',TYP DOB BSCAN cr 3' a o10 3'-91/8"f 10 1 G-01/8• /� /i /i /� /� /� /i /i /i /i SIMPSON'ECCQ',TYP W z 0 CONTINUOUS TREX • / DECK COCKTAIL 10'-2 3/40 DRAWING NAME -5. _ TREX TRANSCEND ALUM RAIL, PLANS t.p SQUARE BALUSTER,BLACK At ELEVATION DATE r j DECK AND BALCONY PLAN REA ELEVATION PROJECT NO O1-11-2024 2407DR S? `A' -0Om 4'=1' ' DRAWN BY Lac o m CHECKED BY LAC u DRAWING NUMBER _ Fr A-1 OOmOO CD 0 z o CADO RLE NO PAGE 0 00000 05 OF 07 PROJECT D'AMBROSIO 8 TREX COCKTAIL RAIL BOARD OR CAP RESIDENCE W . 2 a 11 O N w z I I - TREX TRANSCEND UNIVERSAL TOP RAIL,BLACK TREX ALUM GUARDRAIL,SQUARE BALUSTER, I 34 TALCOTT ROAD BLACK,W/CONTINUOUS TREX TRANSCEND RYE BROOK,NY 10573 I i <4"MAX SPACING COCKTAIL I i BTWN BALUSTER TREX TRANSCEND DECKING,COLOR TREK TR TRANSCEND 4X4 POST SLEVE, � I I ROPE SWING,DOUBLE(2) I I N COLOR TBD ACCENT BORDER ALONG OUTSIDE I I PERIMETER I 2X10 PT RIM I I TREX TRANSCEND DECKING,ROPE SWING,DOUBLE(2) 3'MIN. ACCENT BORDER ALONG OUTSIDE SCENA EXIST'G AZEK FACIA I I PERIMETER (3)2X12 PT FLUSH DECK BEAM SIMPSON I I ARCHITECTURE JOIST SIMPSON CCO POST CAPS TYP HANGER I TREX TRANSCEND UNIVERSAL BTM RAIL,BLACK I I TREX TRANSCEND POST SLEVE SKIRT, — s�°r�••".�.►�....�.......��, — is--ft r.fa."atcwmwa�sn"r..ogaww"Ir S 6X6 PT POST W/SLEEVE,PTD pOMO°Y"1""Wtb a. dvftr same I"ton" V#=a W I I Mlms 1!°aaei m�m s ae�.orr 4 M.s a ab..rs r s COLOR TBD TREX ALUM GUARDRAIL,SQUARE BALUSTER, ARCHITECT m BLACK,W/CONTINUOUS TREX TRANSCEND % <4"MAX scElumcwTEcnwaE uj 25 MANE TER 2X10 PT LEDGER W/2-1/20 DIA BOLTS COCKTAIL PT 2X10 BLOCKING,AS REG.SEE A-002.00/1-2 @ 16°0/C,STAGGERED PER CODE NY�os7o PLEASANTVILLF SIMPSON°ABU66Z",TYP ��` T/9145664090 1:12 SLOPE,TYP ysTa-sss�aosT 4-SIMPSON DTT1Z ANCHORS 2X10 PT JOIST SELF SEALING WATER MEMBRANE, E/HOQSCENADPC.COM INSTALLED HORIZ.AND W/3/8° � TYP THRU BOLTS OR LAG TREX TRANSCEND DECKING,COLOR STRUCTURAL ENGINEER H N EXISTS BOLTS FRAMING ROPE SWING,DOUBLE(2) EMST'G PT 2X10 JOIST 12°O/C ACCENT BORDER ALONG OUTSIDE SIMPSON GALV JOIST HANGER ' PERIMETER 2X10 PT RIM JOIST W -- BLOCKING AS REG. PER CODE TREX TRANSCEND I lXl 20 2X10 PT LEDGER W/2-1/2"DIA BOLTS_ AZEK FACIA FACIA OR SIM,COLOR TBD(OPTION) a @ 16"0/C,STAGGERED PER CODE (3)2X12 PT FLUSH DECK BEAM (3)PT 2X12 CIOSIMPSON°ABU66Z°,TYP W o / 31-6" SIMPSON"CCO" 4-SIMPSON DTT1 Z ANCHORS POST CAP MECHANICAL/ELECTRICAL/PLUMBING ENGINEER uj ui INSTALLED HORIZ.AND W/3/8° 1 6°PT POST '�� ! 12°DIA SONOTUBE PIERS WITH BF28 THRU BOLTS OR LAG TO EXISPG FRAMING BIGF00T FOOTINGS DOWN TO 420 BELOW GUARDRAIL POST DETAIL -- - SIMPSON GALV JOIST HANGER GRADE TYP. 2 SCALE:1-1/2"=1'-0" Q PER CODE Lf SEAL&SIGNATURE JSSEC�1011 C:AI E 1/4"—1'-O" EXTERIOR SHEATH111* EX15T1ltG STUD SNAIL~--` g i EXISTING 2x BAND JOIST a OR ENGINEERED RIM BOARD x Ny y04 Q 5 MINIMUM FOR r MIN --DECKJo=T �OF W BEAM SPLICES BEAR.SPLIGI` (IF REQUIRED) 5 MAX THRU BOLT WITH (iF o COW RIEIDI '� 2•Tr11N T OCCUR STL PLATE OR ISSUE MUST©V PST ---- LAG SCREW NO DESCRIPTION DATE FLOOR FRAMING o opp o 011 RUNG SET 03-22-2025 0 0,, JOIST HANGER a o EXISTING - o a o000 FOUNDATI7,4 WALL 1 CV Q APPRDVED -PLACEMENT OF THRU BOLTS IN BAND JOIST REVISION��S SCALE:N.S. DESCRIPTION DATE POST CAP W Z O 11 SPLICE DETAIL ;i=450"'hORSd,�►R 6 SCALE:N.S. T>ENSIONOE ,� C-ATHnrG qu�ct,AT DOB APPROVAL STAMP FWOR SO W 6-MAX WUW ON CENTER TO o JGtsT+rInTH HOLaoou cc x _STAGGER FASTENERS h IN 2 ROV6 +- + . + 4- ® A 5 s MIN FOR 2 X E ; + ; 5IAx N 8 5'MIN FOR 2 X 18 00 75'MIN FOR 2X12 2'alrH THRU LEDGER__...1 BOLT WITH PLATE OR LAG SCREW 3l4•MIN FLOOR ,sr ��CKJOW MIN 2 LOCATIONS r -THRU BOLT LEDGER DETAIL WHERE APPLICABLE <24 IN FROM ENDS TMRUT'^M' Pu+TE o ` SCALE:N.S. 0 - DECK ATTACHMENT FOR LATERAL LOAD OPTION SCALE:N.S. DOB BSCAN w SHEATHING NOTE. SIDING In THIS DETAIL IS APPLICABLE FLASHWG FOR WHERE FLOOR JOISTS ARE WATER TIGHTNESS c PARALLEL TO DECK JOISTS �-DECKING DRAWING NAME APPROVED JOIST HANGER 5 SECTION Y MIN 2x LEDGER WIT HTM BOLT AND STL PLATE OR LAG SCREW DETAILS IN ACCORDANCE WITH TABLE R507 2 HOLD-DOWN DEVICE RAIN 750 LB CAPACITY DATE O7'11-2024 FLOOR JOISTS AT 4 LOCATIONS.EVENLY DISTRIBUTED NDHED R-H" WD " PROJECT� END LEDGER-HOLD-DOWN DEVICES 2407DR SHALL FULLY ENGAGE DECK JOIST PER DRAWN BY HOLD-DOWN MMUFACTURER. LAC MIN 4 LOCATIONS CHECKED LAC 0 o AFULLY THREADED 31:DIAMETER LAG DRAWING NUMBER SCREW PREDRILLED W/MIN r PENETRATION n T10 CENTER OF TOP PLATE STUDS OR HEADER A-101 .00 x U z DECK ATTACHMENT FOR LATERAL LOAD OPTION CAooFIL1ENo PAGE cu SCALE:N.S. 00000 06 OF 07 "'1 AcJT DAMBROSIO nk RESIDENCE 1 a 1 1RYE BROOK,W 10573 ' SCENA ARC HITECTURE A. orz -,�' ' ... • 1 � �'/)mot~ �aa�� .�^ 'r . f .,'•�►'•�t�• ..•� .,1., _ �'�' l � fit•..;' ,G • >. �� - '3 • r✓i-. i. �•_'►.1 t j•' `. , ',!'►"' 'Ir _ sir i t' ,. s'S�. •♦ �4x� �''�'.. -,r.v 1♦ 1 i Tk,=� ,_q Alul a Lei I63 Will IF .:�t."R:•,�J t ,..,. 1t t: r•.IN'yf' •,• •'\��. ,. , .-• ♦..I tit, � ���� 41 ••x't• r.Kr�♦ y r''`s-- ♦ __ \s!: *.�f ♦,.��'�a :'71" ,1 1 .►•il"1 ' -' S :1; rt-./ry t' �- -�,, �•� •.;►'r--.� �- la —� �9dr�"` , Li�•_ �� �� 11: 1 ' ! .. ( • 1 • � �-• wry/.'L(�R-T� �� \ �/� 1� + t� .;��. �.��•``r� t"�- S '>,"`• -�• —`','—. P'4 .!''i �y `� i,.1ilyv�l•�i�,4 �, � •1 Alf .�� �. \t ��ff Cam,` 1� ' �{+ .�Yf• a'•L�y,� ` J�,. ' ♦'.y;y�+J�, ' , �,�J.��,'�'},��-fir �'�t)tt',' •• y ', �. � 1R��,/t a, i'� •��3 � �' a �,/.^J •� !1k•�. .i� l;S, • 11 1,`�• �• .♦l'•1f%'•' •1 r 7 a- ,�� vti�.�' t.? Y �♦1 .r r� �•r �1`!.�ti+ '•�, r' .� �• i f Y ���: i� ` � f�� y♦°D�a �r I� %r :.fa/ "a r .+..."'s`•w�. .yff ��'f 37• _..— — YG' M ■ . � 1 � �t..•��• .f�► `��r'♦'l-7'i� ,,mow, �.°. .., ■ ■ - :.r .�..� _ -��� '• - py-„-r. .. -1 4N..�..�Illr�.' �'ti^ StOa.a..a.'i� -i'~ h (1 __ ■ � yam,.... ., s-. - - .a.•` -t� 1 •11 I it � ■ © � Q � Illtl 1 1 i ■