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HomeMy WebLinkAboutBP24-148 _ _ 00 = d' N w x w v N \ 4-4 O.-C CA ( , o W ■ SLn L z OLr) W U \ W `° A o ° �° O Qrt O W o - ; '-' O { V J 1rF 1 Z O Cl)Lo = a - w e `0 � � zp c, W � U = � q Q AU � O �, U W Cj F+I • ^ M W W O Eli � � b z `� W4 o p N V H bo o ° c v PSG 00 1-4 4-4 x H W � � � N � � d x WAS' � °' � �" � � ■ oZ � � ° � B v cm _ y A Q O V O p.,i E� O U w US o w v1 O v v ` C� AcwAL ICL U U - � � -j 4 � Q z � � •r; _ Paz •• ,� W W a A v v mwa: ' = QQ` j e BUIL MENT VIL E OF RYE_ OOKC, 938 KING FT Rvv,BR fY ,NY 10573 JUN - 4 2024 ID o r VILLAGE OF RYE BROOK NG Q PART TENT FOR OFFICE USE ONLY: Approval Date: I — P id Application# Approval Signature: : ARCHITECTURAL REVIEW BOARD: Disapproved: : Date: BOT Approval Date: Case# Chairman: PB Approval Date: Case# : Secretary: ZBA Approval Date: Case# : 4,9 Other: Application Fee. 00-- bk Permit Fees: 1ya3y. EXTERIOR BUILDING PERMIT APPLICATION Application dated: May_28, 2024 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: 213 Irenhyl Ave., Rye Brook, N.Y. 10573 2. Parcel ID#: 135.76 - 1 - 24 Zone: R-5 3. Proposed Improvement(Describe in detail): Proposed New Deck @ rear, install new kitchen window, install two(2) new french doors to deck from kitchen 4. Property Owner: Densy Gonzalez Address: 213 Irenhyl Ave., Rye Brook, N.Y. 10573 Phone# (518) 821-9795 Cell# (914) 649-3570 a mail g.vaiaira623Qgmail,com List All Other Properties Owned in Rye Brook: Not A IicableX c U 03 t J.C© Applicant: Jorge B. Hernandez, R.A. (ARQ Architecture, P.C.) Address: 100 Executive Blvd. Suite 204, Ossining, NY 10562 Phone# (914) 944-3377 Cell# (914) 879-3887 e-mail jb@argpc.com I rjm@argpc.com Architect: Same As Applicant Noted Above Address: Phone# Cell# e-mail ]Engineer: Not Applicable Address: Phone# Cell# e-mail General Contractor: R J M Best Roofing Address: 213 Irenhyl Ave., Rye Brook, N.Y. 10573 Phone# (914) 565-9391 Cell# e-mail Betsyupangui2430@gmail.com (1) 6/U2023 5. Occupancy;(1-Fam.,2-Fam.,Commercial.,etc...)Pre-construction: Single-Family Post-construction: Single-Family 6. Area of lot: Square feet: 7,068 Acres: 0.16 7. Dimensions from proposed building or structure to lot lines: front yard: 21.0' rear yard: 83.75' right side yard: 13.6' left side yard: 9.8' other: 8. If building is located on a corner lot,which street does it front on: Not Applicable 9. Area of proposed building in square feet: Basement: 0 1-fl: 0 2nd fl: 0 3'd fl: - 10. Total Square Footage of the proposed new construction: 0 11. For additions,total square footage added:Basement: 0 15'fl: 0 2nd fl: 0 3'd fl:- 12. Total Square Footage of the proposed renovation to the existing structure: 0 13. N.Y.State Construction Classification: VB N.Y.State Use Classification: R-2 14. Number of stories: 2 stories Overall Height: Existing Median Height: Existing 15. Basement to be full,or partial: Partial finished or unfinished. Unfinished 16. What material is the exterior finish: Match Existing 17. Roof style;peaked,hip,mansard,shed,etc: NO Roof Roofing material: - 18. What system of heating: No Heating 19. If private sewage disposal is necessary,approval by the Westchester County Health Department must be submitted with this application. 20. Will the proposed project require the installation of a new,or an extension/modification to an existing automatic Pre suppression system?(Fire Sprinkler,ANSL System,FM-200 System,Type I Hood,etc...) Yes: No: (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 impe ious coverage requiring a Stormwater Management Control Permit as per§217 of Village Code? Yes: No:V Area: 22. Will the proposed proje t require a Site Plan Review by the Village Planning Board as per§209 of Village Code? Yes: No:77 (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: V (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: V (if yes, 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: V (if yes, the area and elevations of the.Jlood 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: V (if yes,applicant must submit a Tree Removal Permit Application) 27. Does the proposed project involve a Home-Occupation as per§250-39 of Village Code? Yes: No: V Indicate: TIER 1: TIER If: TIER III: (ifyes,a Home Occupation Permit Application is required) 28, List all zoning variances granted or denied for the subject property: Not Applicable 29. What is the total estimated cost of construction: S 13,000.00 Note:The estimated cost shall include all site improvements,labor, material,scaffolding,fixed equipment,professional fees, including any material and labor which may be donated gratis.If the final cost exceeds the estimated cost, an additional fee will be required prior to issuance of the CIO. 30. Estimated date of completion: To Be Determined (Approx. 6-8 weeks after issuance of permit&start of construction.) (2) 6/1/2023 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 RESIDENTIAL LOT AREA COVERAGE Address: 213 lrenhyl Ave., Rye Brook Section: 135.76 Block: 1 Lot: 24 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% 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 1 7,500 1 23% 1 4.5% 3.5% R-5 5,000 30% 5% 3.5% R-21F 5,000 30% 5% 3.5% Existing: Proposed: 1. AREA OF LOT 7,068 Sq. Ft. No Change Sq. Ft. 2. AREA OF HOUSE a. Coverage of Main Building (Including Attached Garage or Accessory Building) 742 Sq. Ft. No Change Sq. Ft. b. Area of 15t Floor Divided By Area of Lot x 100 10 % No Change% 3. AREA OF ACCESSORY BUILDING (Includes Detached Garages,Tool Shed, Playhouses) 34 Sq. Ft. No Change Sq. Ft. a. Coverage of Accessory Building Area of Accessory Building Divided By Area of Lot x 100 .5 % No Change.% 4. AREA OF DECK 23 Sq. Ft. 48 Sq. Ft. a. Coverage of Deck Area of Deck Divided By Area of Lot x 100 •3 % .7 % I attest to the best of my knowledge and belief,the above infonnation is correct. Ar itect's Signature (3) 8/12/2021 BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914) 939-0668 IMPERVIOUS COVERAGE RATIOS RESIDENTIAL DISTRICTS Address: 213 Irenhyl Ave., Rye BrookSection: 135.76 Block: 1 Lot: 24 Zone: R-5 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 R-15 35 6,001 to 12,000 2,900 27 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: 7,068 s .ft. Existing Allowed ` Proposed Total impervious coverage = 1,120 S .ft. UOO S . ft. 1,092 S .ft. Front impervious coverage = 24 % 30 % No Change I attest to the best of my knowledge and belief,the above information is correct. Ar iitect's Signature (4) 8rt2no2t BUILDING DEPARTMENT VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK,NY 10573 (914)939-0668 BULK REGULATIONS IN RESIDENTIAL DISTRICTS Address: 213 Irenhyl Ave., Rye Brook Section: 135.76 Block: 1 Lot: 24 MAXIMUM GROSS FLOOR AREA USE FORMULA: Maximum Gross Floor Area = 4,000 + [ (Lot Area —21,780) x 0.11478421 ]: a. Allowed = N/A Sq. Feet b. Existing = Existing Sq. Feet c. Proposed = NO Change _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 I Setback=X, where X is the required side or front yard ratio for the zoning district in which a property is located as specified in Article VIII of Chapter 250. A complete elevation view for the proposed improvement must be included on the drawings. FILL IN YOUR RATIOS: ZONE EXIS77NG PROPOSED REOMMED FRONT: FRONT: FRONT: .44 R-35 SIDE: SIDE: SIDE: 1.20 FRONT: FRONT: FRONT: .48 R-25 SIDE: SIDE: SIDE: 1.30 FRONT: FRONT: FRONT: .60 R-20 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .60 P-f5 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 R 15A SIDE: SIDE. SIDE: 2.40 FRONT: FRONT: FRONT: .69 R-72 SIDE: SIDE: SIDE: 1.60 FRONT: FRONT: FRONT: .80 R f0 SIDE: SIDE: SIDE: 2.40 FRONT: FRONT: FRONT: .96 R-7 SIDE: SIDE: SIDE: 3.00 FRONT: Existing FRONT:No Change FRONT: 1.20 R5 SIDE:Existing SIDE:No Change SIDE: 4.00 FRONT: FRONT: FRONT: 1.20 R-2F SIDE: SIDE: SIDE: 4.00 1 attest to the best of my knowledge and belief, the above information is correct. Qna 9. Arc itect's Signature U (5) 8/12/2021 ILLUSTRATION OF HEIGHT / SETBACK RATIO Setback Line for- Maximum Height I / REAR I c I Minimtm—� I I Setback Line a' r a' t u 2 C G u2 . HOUSE POTENTIAL = c a c c E / I BUILDING o _ _ �00.0 c jg tf ENVELOPE E a t7 a � I I I / I I / I � T FRONT Area in which Average Grade is Measured STREET Average 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- WIND SPEED TOPOGRAPHIC SPECIAL WIND- SEISMIC DESIGN SNOW LOAD (mph) WIND EFFECTS WIND BOURNE CATAGDRY WEATHERING REGION DEBRISIONE 20 PSI 115/120 NO NO NO D SEVERE FROST LINE TERMITE WINTER DESIGN ICE BARRIER FLOOD AIR FREEZING MEAN ANNUAL DEPTH PROTECTION TEMP. UNDERLAYMENT HAZARDS INDEX TEMP, R19HIRED REDUIRED 42" YES 15 YES FIRM MAP 1000 52.2 36119CO279F 9/28/07 (5a) 8/12/2021 BUILD NT ID C, 15 �VT E-, -))I VIL E OF RY OOK 938 KING ET RYE BR ,NY 10573 ! j U N - 4 2024 4 -0 .-� VILLAGE LAGS OF R`t'- BROOK BUILDING DEPARTMENT AFFIDAVIT OF COMPLIANCE VILLAGE CODE &216 • STORM SEWERS AND SANITARY SEWERS THIS AFFIDAVIT MUST BEAR THE NOTARIZED SIGNATURE OF THE LEGAL PROPERTY OWNER AND BE SUBMITTED ALONG WITH ANY BUILDING OR PLUMBING PERMIT APPLICATION. ANY BUILDING OR PLUMBING PERMIT APPLICATION SUBMITTED WITHOUT THIS COMPLETED AND NOTARIZED FORM WILL BE RETURNED TO THE APPLICANT . STATE OF NEW YORK, COUNTY OF WESTCHESTER ) as: busines .addr ss 3, Jorge B. Hernandez, R.A. +wgaT, 100 Executive Blvd. Suite 204, Ossining, NY 10562 (Print name) (Address where you live) being duly sworn, deposes and states that{*e is the applicant above named, and further states that{ is the legal owner of the property to which this Affidavit of Compliance pertains at; Densy Gonzalez 213 Irenhyl Ave., Rye Brook, N.Y. 10573 , Rye Brook,NY. (Joh Address) Further that all statements contained herein are true, and that to the best of his+erknowledge 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. (Signatur.''I PropertyOwner(s)) Densy Gonzalez (Print N31Tlc'of Pruperh (hcner(s)1 Sworn to before me this .3151 day of May , 2024 tMr,u ,lit FIMAARCO ESTRELLA BLIC. STATE OF NEW YORK tion No. ©1ES6153853 (6) in Westchester County n Expires October 16. 2026 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. �_C3 L J U N - 4 2024 Notice of Utilization of Truss Type Pre-Engineered WO d or Timber Frame Construction. (Title 19 Part 1264& 1265 NYC RVI)BU ILDINLLAGE OF R'A BROOK 1.QlNG �EPARTA,4EIJT To:The Building Inspector of the Village of Rye Brook. From: Jorge B. Hernandez, R.A. (ARQ Architecture, P.C.) Subject Property: 213 Irenhyl Ave., Rye Brook 10573 SBL: 135.76- 1 -24 Zone: R-5 Please take notice that the subject; ❑ One or Two Family; ❑ Commercial, V ew Structure Addition to an Existing Structure (NEW DECK AT REAR OF PROPERTY) ❑Rehabilitation to an Existing Structure to be constructed or performed at the subject property will utilize; Truss Type Construction(TT) re-Engineered Wood Construction(PW) Y Timber Construction(TC) in the following location(s); Ledger& Beam ''Floor Framing,including ) ❑ 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 he posted with a Truss ldentification Sign, installed in conformance with NYCRR §1264 for Commercial Buildings, and NYCRR§iz65 for One&Two Family Dwellings. Sworn to before me this 3 r' 5:F Sworn to befo me this ay of M 8 �2024day of ���i 2024 ignature of Property Owner gnature of Design Ph-ofessional Densy Gonzalez Jorge B. Hernandez, R.A. Print Name of Property Owt er Print Name of Design Professional C &LrFT N bhc Notary Public A°thoftY,Sr ATE MAR ESTRELLA NOTARY Pt18l,IC sTAT>a('F NEW YORx NOTARY PUBLIC,STATE OF NEW YORK ty-MTtoN NO.ot9064t7066 Registration No. 01 ES6153853 �mwssiQN O�°�AN Qualified in Westchester County (7) Commission Expires October 16. 2026 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 WESTCBESTER ) as: Jorge B. Hernandez, R.A. ,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 fsjhe is the Architect for the legal owner and is duly authorized to make and file this application. (indicate ardvtect,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 '3 5 i Sworn to before me this day of May , 2024 day of 1046- , 2014 Signature of Property Owner Pli ature�ofApp�ficant Densy Gonzalez Jorge B. Hernandez, R.A. Print Name of Property Owner Print Name of Applicant r ' No tc Notary Public. AM1ft9 Bomt MARC Q ESTRELLA NOTARYMOW-STATE(NF NEW YORK NOTARY PUBLIC, STATE OF NEW YORK Q��®�� �"1 OUNTY Registration No. OlES5153853 cOMNSSIONEXP1RFSOW3=5 Qualified in Westchester County commission Expires October 16. 2026 (8) 8/12/2021 VIIEA66 of nye Brook EXTERIOR WORK @: Architectur i Ro lOw aoard GENERAL NOTES ARQ ARCHITECTURE P.0 Approval Data , CODES:ALL WORK SHALL BE DONE IN ACCORDANCE WiTH APPLICABLE RULES,REGULATIONS 213 IRENHYL AVE. I AND CODES OF AGENCIES HAVING JURISDICTION. ABSENT OTHER STANDARDS 2020 RC OF NYS, Chairman: 2020 EBC OF NYS,2020 PMC OF NYS,2020 ECC OF NYSS,2020 PC OF NYS,2020 MC OF NYS, dw RYE BROOK, NY 10573 2020 FGC OF NYS,II'THE 2020 FC OF NYS. VERIFICATION: VERIFY ALL DIMENSIONS AND CONDITIONS ON SiTE. REPORT DIFFERENCES FROM CONSTRUCTION DOCUMENTS TO OWNER AND ARCHITECT. CLAIMS FOR EXTRA PAYMENTS IL (I[ ARCHITECTURE-PLANNING RESULTING FROM CONTRACTOR'S FAILURE TO DO SO WILL NOT BE APPROVED. ARCHITECT &ENGINEERING a ALL awHrs aEseav�n SHALL DECIDE ANY NECESSARY ADJUSTMENTS BETWEEN FIELD MEASUREMENTS AND DRAWINGS. A PRECONSTRUCTiON MEETING SHALL BE SCHEDULED ON THE SiTE WiTH THE PROJECT 100 EXECUTIVE BLVD.SUITE 204 MANAGER,OWNER,ARCHITECT,PRIOR TO THE COMMENCEMENT OF WORK. WRITTEN DIMENSIONS OSSINING.NY 10562 �.-. ON THE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. DISCREPANCIES PHONE(914)944-3377 SITE SITE BETWEEN ACTUAL CONDITIONS,DRAWINGS AND/OR SPECIFICATIONS SHALL BE REPORTED TO FAX:(866)667-6240 ARCHITECT PRiOR TO PROCEEDING.SHALL UNFORESEEN CONDITIONS REQUIRE CONSTRUCTION DETAILS NOT iN ACCORDANCE WiTH THESE PLANS,THE CONTRACTOR SHALL NOTIFY ARCHITECT JORGE B.HERNANDEZ R.A.A.I.A. ' PRiOR TO PROCEEDING.'V.1.F.'INDICATES THAT THE CONTRACTOR SHALL VERIFY AT THE JOB SiTE THE DIMENSIONS OR CONDITIONS TO WHiCH THE NOTATION IS APPENDED.NO SUBSTITUTION LICENSE NUMBER:030424-1 a �'- SHALL BE MADE FOR ANY ITEM SPECIFIED ON THE DRAWING WITHOUT WRITTEN APPROVAL FROM CERTIFICATE NUMBER:0973256 ARCHITECT OR THE OWNER. DRAWINGS: BY SUBMITTING A BID OR STARTING WORK,CONTRACTOR AGREES THAT HE HAS EXAMINED THE DRAWINGS AND SPECIFICATIONS AND FOUND THEM ADEQUATE FOR PROPER t� l COMPLETION OF PROJECT. CLAIMS FOR EXTRA CHARGES BECAUSE OF ALLEGED INADEQUATE REVISIONS DATE - DRAWINGS OR SPECIFICATIONS WiLL NOT BE ALLOWED UNLESS NOTIFICATION WAS MADE IN ► =' ;. WRITING TO ARCHITECT PRIOR TO SUBMISSION OR BEGINNING. __ UTILITY STAKEOUT: PRIOR TO DEMOLITION OR EXCAVATION,CONTRACTOR SHALL REQUEST ��rzii��q�,� j Q FOR t A CODE 53 UNDERGROUND UTILITY STAKEOUT.1-800-962-7962.CONTRACTOR WiLL CONTACT THE 15 t _ EVTC!C n UNDERGROUND LINES LOCATION SERVICES(CODE 753)PRiOR TO COMMENCING CONSTRUCTION. 7M D 1 Lu....) USE OF PREMISES: CONTRACTOR SHALL STORE MATERIALS,DISPOSE OF DEBRIS,COORDINATE JUN Lt 2.121I AND SCHEDULE ALL WORK IN COOPERATION WiTH OWNER F �j L � � - a OR MINIMUM DISRUPTION. MAINTAIN Now SAFE ACCESS TO ALL AREAS AT ALL TIMES. u PERMITS: OWNER SHALL SECURE AND PAY FOR ALL PERMITS,TESTS AND CERTIFICATES REQUIRED.ELECTRICAL AND PLUMBING CONTRACTORS SHALL APPLY FOR AND PAY FOR O OK INDIVIDUAL PERMITS,INSPECTIONS AND APPROVALS AS REQUIRED.KEEP APPROVED PERMIT DA I r-U; L A EN T DRAWINGS ON JOB SiTE. ��� TAX M A p AERIAL VIEW CONTRACTOR WiLL OBTAIN ALL NECESSARY PERMITS iF BLASTING iS REQUIRED. LICENSE: CONTRACTOR MUST BE LICENSED BY WESTCHESTER COUNTY AND PROVIDE OWNER AND BUILDING DEPARTMENT A COPY OF CERTIFICATE NUMBER. PROJECT: INSURANCE: PRiOR TO STARTING WORK,CONTRACTOR SHALL SUPPLY OWNER AND BUILDING DEPARTMENT WiTH CERTIFICATES OF WORKMEN'S COMPENSATION INSURANCE,LIABILITY EXTERIOR WORK @ INSURANCE FOR BODILY INJURY,PROPERTY DAMAGE,AUTOMOTIVE AND OTHER INSURANCES G O N Z A L E Z'S PROPERTY REQUIRED BY LAW OR BY OWNER iN THE AMOUNTS AND TERMS SATISFACTORY TO THE OWNER TO RENDER THE OWNER HARMLESS iN CASE OF ACCIDENT TO PERSONS OR PROPERTY INVOLVED iN THiS PROJECT.MAINTAIN SUCH INSURANCE iN FULL FORCE DURING ENTIRE TiME OF PROJECT ADDRESS: CONSTRUCTION. rs LATENT DEFECTS: NO RESPONSIBILITY iS ASSUMED BY ARCHITECT FOR INFORMATION SUPPLIED 213 1 R E i`I H Y L AVE. I t BY OTHERS AND RELIED UPON BY ARCHITECT TO BE ACCURATE FOR LATENT DEFECTS IN RYE BROOK y STRUCTURE IMPOSSIBLE TO DETECT WITHOUT SUBSTANTIAL PROBING OR TESTING. SUPERVISION: ARCHITECT HAS NOT BEEN RETAINED BY THE OWNER TO PROVIDE OBSERVATION NY, 10573 AND SUPERVISION OF CONSTRUCTION OPERATIONS AND CERTIFICATION OF PAYMENTS. DEMOLITION: NYS EDUCATION LAW PRiOR TO DEMOLITION COORDINATE AND STAKEOUT EXISTING UTILITIES AS REQUIRED. COORDINATE SHUT OFF AND REMOVALS WiTH UTILITY COMPANIES AS REQUIRED. THIIS DRAWING iS AM INSTRUMENT OF SERVICE AND SHALL ° 't J = 1.CLEAR SiTE AS REQUIRED. REMAIN THE PROPERTY OF ARQ ARCHITECTURE PC, WHETHER THE PROJECT FOR W-XH iT IS MADE iS saw` `+ V �= 2.REMOVE ALL DEBRIS FROM SiTE TO A LEGAL DISPOSAL FACILITY.CONTRACTOR iS EXECUTED OR NOT.THIS DRAWING SHALL NOT BE USED BY RESPONSIBLE FOR ALL NECESSARY DUMPSTERS AND CARTING FEES. THE OTHERS OR OTHERS ON THE OTHER PROJECTS,FOR COOPERATION:CONTRACTORS AND SUBCONTRACTORS SHALL COORDINATE THEIR WORK WiTH ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THISPROJECT BY OTHERS EXCEPT BY AGREEMENT IN WRITING ADJACENT WORK AND COOPERATE WiTH OTHER TRADES TO FACILITATE PROGRESS OF WORK. WITH ARQ ARCHITECTURE PC.SUBMISSION OR DISTRIBUTION EACH TRADE SHALL AFFORD OTHER TRADES REASONABLE OPPORTUNITY FOR INSTALLATION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR _;. OF THEiR WORK AND FOR TEMPORARY STORAGE OF THEIR TOOLS AND MATERIALS. OTHER PURPOSES IN CONNECTION WITH THE PROJECT iS NOT TO BE CONSTRUCTED AS PUBLICATION IN DEROGATION LANDSCAPE: ALL LAWN AREAS DAMAGED BY NEW CONSTRUCTION OR CONSTRUCTION OF THE RIGHTS OF ARQ ARCHITECTURE PC,REPRODUCTION WITH. OPERATIONS SHALL BE REPLACED AS ORIGINAL LAWNS MAY BE SODDED OR SEEDED OR PUBLICATION BY AMY METHOD IN WHOLE OR IN PART is j.� PROFIBITED.TITLE TO T1 S DRAWING BELONGS TO ARQ r BLUEGRASS AND/OR RYEGRASS TO ESTABLISH 98%OR BETTER COVER.REVIEW TREES AND ARCHITECTURE PC WITHOUT PREJUDiCEJNO MODIFICATIONS SHRUB REMOVAL REQUIRED FOR CONSTRUCTION WITH OWNER PRIOR TO CONSTRUCTION.THE TO THIS DRAWING IN ACCORDANCE WiTH THE NYS CONTRACTOR SHALL BE RESPONSIBLE FOR TYING UP PLANT MATERIAL IN THE WAY OF SiTE EDUCATIION LAW IT iS A VIOLATION OF THE LAW FOR ANY ACCESS PRIOR TO CONSTRUCTION. PERSOK U NLM ACTING LMER THE DIRECTION OF A MEASURES SHALL BELICEIiSED PROFESSIONAL.TO ALTER ANY THE SEAL OF:AITEM IN ANY WAY. SEDIMENT AND EROSION CONTROL- AND EROSNLICENSED STREET VIEW- EAGLE VIEW INSTALLED IN EACH AREA BEFORE ANYDIMENT DEMOLITION ANND�ANY SUBSTOANTiAL AMOUNT OF SiTE PRE -IF AM ITEM BEARING T)-E ALTERING LICENSED PREPARATION,CLEARING AND GRUBBING,EXCAVATION AND FILLING SHALL BE STARTED. PROFESSIONAL SHALL AFFiX TO TRW ITEM THEIR SEAL AND THE NOTATION'ALTERED Or FOLLOWED BY THEP ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A ACCORDANCE WITH THE WESTCHESTER COUNTY PUBLICATION BEST MANAGEMENT PRACTICES SPE W_DESCRIPTION OF THE ALTERATION. J� `�1 MANUAL-CONSTRUCTION RELATED ACTIVITIES,LATEST EDITION. SEAL 9 SIGNATURE { i I - W._w b 4rz: ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHALL BE INSPECTED AND MAINTAINED a ON A DAILY BASiS TO ENSURE THEIR PROPERLY FUNCTIONING. CARPENTRY:DOUBLE JOISTS UNDER ALL INTERIOR PARTITIONS,AND AROUND ALL OPENINGS. EROSION BLANKET SHALL BE'WiENCO TEX'EROSION CONTROL MATS 6.3MM WT 400P OR EQUAL FRAMING LUMBER:DOUGLAS FiR#2 OR BETTER,FB=875 v3L APPROVED.INSTALL AS PER MANUFACTURER SPECS. .\ERED'4 R STUDS:DOUGLAS FiR STUD GRADE,2x4 INTERIOR WALLS,16'O.C.UNLESS NOTED OTHERWISE. ELECTRICAL:THE DESIGN AND INSTALLATION OF ALL ELECTRICAL WORK SHALL BE iN �°' 8 HER JOiST HANGERS:'SiMPSON'OR EQUAL,GALVANIZED STEEL TO FIT FRAMING MEMBER. ACCORDANCE WiTH THE LOCAL CODES AND THE NATIONAL ELECTRIC CODE. PROVIDE INSTALL FRAMING ANCHORS AT ALL FLUSH FRAMED CONNECTIONS AND AS INDICATED ON OWNER/BUILDER COPY OF UNDERWRITER'S CERTIFICATE UPON COMPLETION OF WORK.REVIEW n, 'A PLANS. — -- ALL FIXTURES WiTH OWNER BEFORE ORDERING.ALL ELECTRICAL WORK SHALL BE PERFORMED * I TREATED WOOD:PRESSURE TREATED SOUTHERN YELLOW PINE. ABOVEGROUND.25 LBa/CU.FTft1wrr BY A WESTCHESTER COUNTY LICENSED&INSURED ELECTRICAL CONTRACTOR UNDER A GROUND CONTACT.40 Lea./CU.FT. 0 SEPARATE PERMIT.NO WORK SHALL COMMENCE UNTIL ALL PERMITS HAVE BEEN APPROVED. INTERIOR FINISHES 10 PLUMBNG:THE DESIGN AND INSTALLATION OF ALL PLUMBING WORK SHALL BE IN ACCORDANCE ��' 030424-1\y0 WALLS:4/2'GYPSUM DRYWALL,5/TYPE'X'AT GARAGE,JOINTS TAPED AND FINISHED. SB _.+ WITH THE LOCAL CODES AND THE NEW YORK STATE BUILDING CODE.INSULATE ALL HOT WATER F NEv`I CEILINGS:1/2'GYPSUM DRYWALL,% TYPE'X'AT GARAGE SUPPLY PiPES iN UNHEATED AREAS.ALL PLUMBING WORK SHALL BE PERFORMED BY A PROVIDE 5/8'TYPE-X FiRE-RATED GYPSUM DRYWALL OVER BOILER AND HW TANK. WESTCHESTER COUNTY LICENSED&NSURED PLUMBING CONTRACTOR UNDER A SEPARATE PAINTING:BENJAMIN MOORE ICO.OR EQUAL;COLORS SELECTED BY OWNER.PRIME AND Q � � D � 1 -2024 PERMIT.NO WORK SHALL COMMENCE UNTiL ALL PERMITS HAVE BEEN APPROVED. DRAWING TiTLE: PANT ALL NEW INTERIOR TRiM,CASINGS,MOULDINGS,DOORS,WINDOWS,ETC.PRIME AND NowUTILITIES:COORDINATE THE LOCATION AND SiZE OF ALL NEW UTILITIES(ELECTRICAL,GAS, TiTLE SHEET PANNT ALL NEW DRYWALL SURFACES. WATER,SEWER,TELEPHONE,CABLE)WiTH EACH UTILITY COMPANY REPRESENTATIVE AND UTILITY INTERIOR TRiM:PROFILES,SPECIES AND FINISH TO BE SELECTED BY OWNER. SPECIFICATIONS. WINDOWS:'ANDERSEN'400 SERIES VINYL CLAD WOOD WINDOWS WITH HIGH-PERFORMANCE MANUFACTURERS:LISTED ARE ONLY FOR ITEM SPECIFICATION. THE LISTING iS NOT INTENDED TO DATE.: DWG. NO.: LOW-E INSULATING GLASS,AND INSECT SCREENS,STANDARD HARDWARE,AS SCHEDULED. ECT0 VxnawlsQfi Ry@ Br001�, S/2O/LIMIT SELECTION OF SIMILAR ITEMS FROM OTHER MANUFACTURERS. ANY SUBSTITUTIONS REQUIRE PRIME AND APPLY TWO FINISH COATS PANT TO INTERIOR SASH AND FRAME. APPROVAL AND REVIEW BY ARCHITECT 2022 CAULK:SILICON SEALANT WITH COLOR TO MATCH ADJACENT SURFACES. CONTRACTOR:iS RESPONSIBLE FOR THE COORDINATION OF ALL TRADES AND SHALL ARRANGE PROJECT NO.: FLASHING:16oz.COPPER,OR EQUAL. FOR ALL MANDATORY INSPECTIONS,COMPLYING WiTH LOCAL MUNICIPALITY OF JURISDICTION 23-102 DOORS REQUIREMENTS. NO WORK SHALL BE CLOSED UNTIL NSPECTED AND APPROVED. DRAWING BY: _ NTERiOR DOORS:TO BE SELECTED BY OWNER ALL WORK SHOULD BE PERFORMED IN THE BEST PROFESSIONAL MANNER BY MECHANICS ARQ T100 DOOR HARDWARE: AS MANUFACTURED BY'SCHLAGE'OR EQUAL; SKILLED IN THEIR TRADE. CHECKED BY: JBH ARO ARCHITECTURE P.C. ARCHITECTURE-PLANNING 6 ENGINEERING a Au Rtc.►M RESOMM 100 EXECUTIVE BLVD.SUITE 204 OSSINING,NY 10562 PHONE:(914)944-3377 FAX:(866)07--624o JORGE B.HERNANDEZ R.A.A.I.A. ZONING TABLE e VILLAGE OF RYE BROOK LICENSE CERTIFICATE NUMBER: 56 M/P GAiMs,WARMER ET AL TAX MAP DESIGNATION: SECTION:135.76 BLOCK:1 LOT:24 ZONING DISTRICT:R5 ONE FAMILY RESIDENCE DISTRICT ryp�(� N 78'12'00"E iRREG MGE 50. REQUi S EXISTING PROPOSED VARIANCE REViS1ONS DATE BY 01' MINIMUM -- - MINIMUM: I �l i �m I LOT AREA S.F. 5,000 S.F. 7,065 S.F. N.C. NO w O w W HORiZ.CIRCLE DIAMETER FT. 50.0' 50.0' N.C. NO 949 t 5 O CO „ 1 a LOT FRONTAGE FT. 50.0' 50.0' N.C. NO lu of w o FRONT SETBACK FT. 20.0' 21.0' N.C. NO 'v a I ONE SiDE SETBACK FT. 6.0' 9.8' N.C. NO rn TWO SiDE SETBACK FT. 16.0' 23.4' N.C. NO t i 'AAPPAREMT REAR SETBACK FT. 30.0' 86.95, 83.75 NO 1 I V ( ^ _ I COMC AREA I �,� I USABLE OPEN SPACE S.F. 1,200 S.F. 4,827 4,779 NO Ico `o MIN.FLOOR AREA RATIO S.F. 1,000 S.F. EXISTING N.C. NO PROJECT: I � us MAXIMUM: EXTERIOR WORK @ i BUILDING HEIGHT STY./FT. 2 STY.OR 30.0' EXISTING N.C. NO G O i�l Z A L.E Z`S P R O P E R T Y t% j HEIGHT SETBACK RATIO(FRONT) 1.20 EXISTING N.C. NO 1 w 40.0' + Z HEIGHT SETBACK RATIO(SIDE) 4 EXISTING N.C. NO PROJECT ADDRESS: 1 SIDE STBK i I 6.0'SIDE STBK. W COVERAGE(MAXIMUM): 213 i R E N H Y L- AVE. ' PATIO I Q MAIN BUILDING % 30% 10% N.C. NO RYEBROOK s IIPROPOSED I I DE c 1 STf I ACCESSORY BUILDING % 5% .5% N.C. NO NY, 'f 05?3 Ih I i t o I ATE I N DECK % 3.5% �, 13.6'i C 9.8' W 3/0 7/ NO NYS EDUCATION LAW _ TOTAL IMPERVIOUS S.F. 2,900 S.F. 1,120 S.F. 4,092 S.F. NO z I I / i t o t THIS DRA'w't+G IS AN INSTRUMENT OF SERVICE AND SHALL a t I FRONT IMPERVIOUS % 30% 24% N.C. NO REMAIN THE PROPERTY OF ARQ ARCHITECTURE PC, O oc WHETHER THE PROJECT OR WHICH IT IS o J ADE IS ETAL 2 STY ff i ►� j a J LEGEND: EXECUTED R NOT.THIS DRAFWiNG SHALL NOT MBE USED BY u U SHEATTIC FRAME I U °C i I THE OTHERS OR OTHERS ON THE OTHER PROJECTS,FOR i I tL o t = S.F. SQUARE FEET FT.-FEET ALUM.SIDADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS Q I I No.213 i o I STY.-STORIES N.C.-NO CHANGE MHO CQT BY R OTHERS EXCEPT 8.SUBt4r>SlON O DiSTRIBUTtON �N]-_, I TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR I j I I t OTHER PURPOSES IN CONNECTION WITH THE PROJECT IS I L __ ___--- I I OBE CONSTRUCTED AS PUBLICATO ARCHITECTUREION N IN DEROGAT PORCH - OF THE RIGHTS OF� r I OR PUBLICATION BYAMYY METHOD WHOLE OR REPRODUCTION S co _ lol. I CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA PROHIBITED.TITLE TO THIS DRAWING BELONGS TO ARQ ARCHITECTURE PC WITHOUT MODIFICATIONS O I t Tans 0 L i I \p�' I I TO THIS DRAWING IN ACCORDANCE WiTH THE NYS EDUCATION LOCATION:RYE BROOK,NEW YORK ZIP CODE:1057 �W IT IS VIOLATION of THE LAW FOR ANY� i I t PERSON,Lft-ESS ACTING UNDER THE DiRECTION OF A LICENSED PROFESSIONAL,TO ALTER ANY ITEM IN ANY WAY. GROUND-SNOW I WINE) TOPOGRAPHICTOPOGRAPHIC SPECIAL SEISMIC -- - IF AM ITEM BEARS THE SEAL of A LICENSED N 79.29'00"W -i-50 - -- -- -- SPEED WIND WiND DESIGN WEATHERING PROFESSIONAL IS ALTERED,Tle ALTER*LICENSED 1 .00 �\ LOAD DEBRIS ZONE PROFESSIONAL SHALL AFFIX TO TIER ITEM THEIR SEAL (MPH) EFFECTS REGION CATAGORY AND THE NOTATION*ALTERED Br FOLLOWED BY THEIR 1 F?E N H Y L AVENUE SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A 20 PSF 415/120 NO NO NO D SEVERE SPECIFIC DESCRIPTION OF THE ALTMATari SEAL 9 SIGNATURE FROST TERMITE WINTER iCE BARRIER FLOOD AiR FREEZING MEAN LiNE PROTECTION DESIGN UNDERPAYMENT ANNUAL DEPTH REQUIRED TEMP. REQUIRED HAZARDS INDEX TEMP. ?�S D A 42' YES 15 YES FiRM MAP ��5��g.HER-9 36119CO279F 1000 52.2 <v Q ti� 0 9/28/07 O N -A EXISTING 9 PROPOSED SiTE PLAN THE MEETS ff BOUNDS SHOWN ABOVE HAS BEEN TAKEN FROM THE SURVEY DONE BY KULHANEK I PLAN LAND SURVEYORS,P.C.DATED APRiL 20,2005 0424-N�, F NEv`I DRAWING TiTLE: SiTE PLAN AND TABLES PATE.: DWG. NO.: 8/20/2022 PROJECT NO.: 23-102 DRAWING BY: _ ARQ CHECKED BY: JI3H ARO ARCHITECTURE P.C. 1 ,1 ARCHITECTURE-PLANNING 6 ENGINEERING ALL RICHn RESERI►� 100 EXECUTIVE BLVD.SUITE 204 OSSINING.NY 10562 PHONE:(914)944-33" FAX:(866)W-6240 CONSTRUCTION LEGEND: SYMBOL DESCRIPTION JORGE B.HERNANDEZ R.A.A.I.A. LICENSE NUMBER:030424-1 EXISTING WALL TO REMAIN CERTIFICATE NUMBER:0973256 NEW INTERIOR WALL 2X4 WOOD STUDS 0 16'O.C.WITH Y'GYPSUM BOARD EACH SiDE REVISIONS DATE BY NEW EXTERIOR WALL r- -1 NEW EXTERIOR WALL TO EXTERIOR MASONRY WATERPROOFING AT WORK AREA MATCH EXISTING EXTERIOR 1.CLEAN SURFACES THOROUGHLY 9 FiLL CRACKS AND GAPS WiTH WALL.INSULATION AS REQ'D. 'DRYLOK FAST PLUG'OR EQUAL. DOOR 2.APPLY 2 COATS MIN.OF DRYLOK EXTREME MASONRY INDICATES DOOR SiZE WATERPROOFER OR EQUAL AS PER MANUFACTURERS INSTRUCTIONS.FIRST COAT MUST BE BRUSHED ON.THE SECOND TENSION TiES AND SUBSEQUENT COATS MAY BE APPLIED BY BRUSH,ROLLER,OR (4)SiMPSON DTT1Z TENSION TiES EVENLY DISTRIBUTED ALONG DECK AND - WINDOW SPRAY.ALLOW 3 HOURS BETWEEN COATS. ONE WITHIN 24'OF EACH END OF LEDGER.FASTEN TENSION TiES W/ 2068 INDICATES WINDOW SiZE 6_01 FULLY THREADED 3/8 DIAMETER LAG SCREW PREDRILLED W/MiN.3' DECK FOOTING -7 PENETRATION TO CENTER OF EXISTING TOP PLATE,STUDS OR HEADER. REMOVE EXISTING CONSTRUCTION NEW 4X4 P.T.POSTS W/SiMPSON STRONG-TiE FROM STRUCTURAL SLAB TO ABA44Z STANDOFF POST BASE W/1-5/8'DL4. zp STRINGER BEARING-PAD UNDERSIDE OF FLOOR DECKING X 8'ANCHOR BOLT 9 BC4 POST CAP.ON 10' o� NEW 4'-O'X T-6'X 4'CONC.SLAB REINF.W/6x6 W.W.F ABOVE.2.REMOVE/RELOCATE PROJECT: DIA.CONC.TUBE FOOTINGS W/12'SPREAD 4'-0' - Qu 1.411.4 J'FROM TOP ON 4'COMPACTED GRAVEL. C EXISTING ELECTRICAL OUTLETS, FOOTING FILLED W/3,500 PSi CONCRETE Y-6' ;J- SWITCHES ETC..AS REQUIRED. E X T E R 10 R WORK @ ae MIN.BELOW GRADE LEVEL TYP. - DN �m STRINGERS REWORK WiRiNG AS NECESSARY Z A(_E Z S PROPERTY u NEW 2X12 P.T.WE).STRINGERS®12 O.C.MAX.USE SIMPSON FOR CONTINUED POWER TO DECK LEDGER '�� REMAINING OUTLETS,SWITCHES OR 2X8 PT.LEDGER BEAM LAG SCREWED TO STRONGTIE LSCZ STRINGERS CONNECTION AS REQ'D iF OUTLETS NOT REQUIRED EXiST.STRUCTURE W/2'X5'DIAMETER \ I CREMOVEWIRING PROJECT ADDRESS: LEDGERLOK SCREWS @ 16'O.C.STAGGERED _E: I �� i JUNCTTiON BOX TOAREMAI NEAREST 2'13 i R E N H Y L- AVE. TOP IBOTTOM AND DOUBLED @ ENDS. r` �= T. X�' n --- n Ai � REMOVE /RELOCATE EXISTING RYE B R 00 K PROVIDE FLASHING AS REQ'D.THE TIP OF THE I O 5'-6' '-OI __- PLUMBING AS REQUIRED.REWORK Y il LAG SCREW SHALL FULLY EXTEND BEYOND I I - -- PLUMBING AS NECESSARY TO , 10573 THE INSIDE FACE OF THE BAND JOIST V.I.F. �° Ic~r) ®� jI I L_--_-1 I MAINTAIN INTEGRITY OF EXISTING SiMPSON STRONG-TIE JOIST HANGERS 0 i� N 1:I �----I I SYSTEM TO REMAIN.CAP ALL NYS EDUCATION LAW EVERY JOIST(LUCZ).PROVIDE FLASHING iN ;o c call 1------4 1 UNUSED PiPiNG iN WALLS,FLOOR THIS DRAWING 15 An nSTRUMENT OF SERVICE AND SHALL ACCORDANCE W/R703.4 - -- -- - _ _ _ _ I -- OR CEILINGS TO REMAIN.NOTIFY REMAIN THE PROPERTY OF ARQ ARCHITECTURE PC, ARCHITECT iF ANY OBSTACLES WHETHER THE PROJECT FOR WHICH IT IS MADE iS GENERAL NOTES: APPEAR DURING DEMOLITION. EXECUTED OR NOT.THIS DRAWING SHALL NOT BE USED BY 1.ALL WOOD TO BE P.T..DECKING TO BE P.T. __ _ _ ��� THE OTHERS OR OTHERS ON THE OTHER PROJECTS,FOR r -- —— NOTES:ALL ITEMS ARE EXISTING TO REMAIN UNLESS ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS OR COMPOSITE. / - PROJECT BY OTHERS EXCEPT BY AGREEMENT N WRITING 2.ALL SCREWS,BOLTS NUTS ff NAILS FOR � OTHERWISE INDICATED. WITH ARQ ARCHITECTURE PC.SUBMISSION OR DISTREUTiON USE WiTH PRESERVATIVE TREATED WOOD TO MEET OFFICIAL.REGULATORY REMEMENTS OR FOR SHALL BE HOT DIPPED ZiNC-COATED ELECTRICAL LEGEND: OTHER RURPOSES N CONNECTION WITH THE PROJECT iS REMOVE DOOR AND BLOCK OPENING USING 8 CMU FNDT.WALL NOT TO BE CONSTRUCTED AS PUBLICATION N DEROGATION GALVANIZED STEEL,STAINLESS STEEL, FILLED SOLID WiTH GROUT W/'DUR-O-WALL'HOR1Z.JOINT of THE RIGHTS OF ARQ ARCHITECTURE PC.REPRODLKTION SILICON BRONZE OR COPPER.ALL SYMBOL DESCRIPTION OR PUNXATION BY ANY METHOD N WHOLE OR N PART iS REINF.EVERY SECOND COURSE(TYP).W/#5 BARS®32'O.C. NEW HARDWIRED INTERCONNECTED SMOKE PROD TITLE TO THIS DRAWING BELONGS TO ARQ�IC CAST-IN-PLACE POST ANCHORS,ETC.)SHALL AND CARBON MONOXIDE DETECTOR CONNECTORS(JOIST HANGERS, VERTICAL V EMBEDMENT INTO FNDT.WEAVE-IN CMU ® ARCHITECTURE PC WITHOUT PRE, E.tNO MODIFICATIONS HORIZONTAL EACH SIDE TO MAINTAIN STAGGERED JOINTS. . TO THIS DRAWING N ACCORDANCE WITH THE NYS BE GALVANIZED OR SHALL BE STAINLESS NOTE:EXCEPTION(RC#R314.4) EDUCATION LAW.IT iS A VIOLATION OF THE LAW FOR ANY STEEL. INTERCONNECTION OF SMOKE ALARMS 1N PERSOtt UNLESS ACTING UNDER THE DIRECTION OF A REMOVE STEPS AND STORM DOOR AND FiLL WiTH CLEAN FiLL. IICENSED PROFESSIONAL,To ALTER ANY ITEM IN ANY WAY. 3.ALL JOIST HANGERS SHALL BE FACE EXISTING AREAS ARE NOT REQ'D WHEN IF AN ITEM BEARM THE SEAL OF A LICENSED MOUNT BY SIMPSON AND FASTENED W/ PROPOSED WORK DOES NOT INCLUDE PROFESSIONAL IS ALTERED,THE ALTERING LKEM= SIMPSON SDS SCREW CONNECTORS.REFER REMOVAL OF INTERIOR FINISHES.(#1J403.2.1) PROFESSIONAL SHALL AFFIX To THM iTEEM THEIR SEAL AM MANUF.FOR MORE INFO. SMOKE ALARMS ARE PERMITTED TO BE A TM NOTATION'ALTERED Or FOLLOWED BY TIER S&`IATURE AND THE DATE OF SUCH ALTERATION,AND A BATTERY OPERATED WHEN PROPOSED WORK SPECIFIC DESCRPTION OF THE ALTERATION. DOES NOT INCLUDE REMOVAL OF INTERIOR FINISHES. SEAL E SIGNATURE NOTE:ALL OUTLETS iN BATHROOMS,ABOVE COUNTERS iN KITCHENS,HI:WITHIN 6'-0'OF A SINK SHALL BE BRED A R EXISTING PROPOSED GFC1 VERIFY&REPLACE OUTLETS AS REQV. PARTIAL BASEMENT FLOOR PLAN 1/4■:f_O• MIN.INSULATION REQUIREMENTS BY 2020 RC OF NYS o�� y0�� TABLE N1102.1.2(R402.1.2) N FOR CLIMATE ZONE 4A(WESTCHESTER COUNTY,NY) * ` *- FLOOR =R-19 EXTERIOR WALL =R-21 030424A_Oo ROOF/CEILING =R-49 F BASEMENT EXTERIOR WALL =R-13 SLAB R-VALUE I DEPTH =R-10 (2'AT PERIMETER) DRAWING TiTLE: EXiST. 9 PROPOSED PARTIAL BASEMENT FLOOR PLAN DATE.: DWG. NO.: 8/20/2022 PROJECT NO.: 23-102 DRAWING BT ARQ CHECKED BY: JBH ARQ.ARCHITECTURE P.C. ARCHITECTURE-PLANNING &ENGINEERING s ALL RIGHTS RESERVED 10o EXECUTIVE BLVD.SUITE 204 OSSINING.NY 10562 CONSTRUCTION LEGEND: PHONE,(914)9g4-3377 FAX:(866)W-624o EXTERIOR WALL CONSTRUCTION: SYMBOL DESCRIPTION -SIDING(MATCH EXISTING) EXISTING WALL TO REMAIN JORGE B.HERNANDEZ R.A.A.I.A. -TYVEK HOUSE WRAP NEW INTERIOR WALL CERTIFICATE NSENUMBER:03 o 73-1 -1'COX PLYWOOD SHEATHING 2X4 WOOD STUDS 0 46'O.C.WITH -SHEATHING SHALL BE STRUCTURAL EXTERIOR GRADE PLYWOOD WITH FACE GRAIN V2'GYPSUM BOARD EACH SIDE PERPENDICULAR TO SUPPORTS.PANELS SHALL BE CONTINUOUS OVER TWO SUPPORTS MINIMUM. NEW EXTERIOR WALL -NAILING-10D NAILS 0 4'O.C.AT PANEL EDGES&100 NAILS®12'O.C.®INTERIOR SUPPORTS (- NEW EXTERIOR WALL TO REVISIONS DATE BY -2X6 STUDS 0 16'O.C.ON 2X6 P.T.PLATE(SEE LEGEND) MATCH EXISTING EXTERIOR -INSULATION(R21) WALL.INSULATION AS REQ'D. -PROVIDE HOLDOWNS AT ALL ENDS OF SHEER WALLS,EDGES OF OPENINGS,&WOOD POSTS. 8 71 D1AM.ANCHOR BOLTS AT 4'-0'O.C.W/I'X3'X3' PLATE WASHER.EMBED 12'MIN. DOOR INDICATES DOOR SIZE -i'GYPSUM BOARD(U.O.N.) r DECKING NEW 1'X6'MIN.NOMINAL THICKNESS DECKING I WINDOW FASTENED TO EACH FLOOR JOIST W/(2) i-——T—— 2o6a ----INDICATES WINDOW SIZE #8 SCREWS&TO RIM JOISTS I LEDGER W/ ON 10D OR#1OX3'WOOD SCREWS 0 6'O.G. I I I REMOVE EXISTING CONSTRUCTION PROPOSED I ( I EXIST. i FROM STRUCTURAL SLAB TO DECK I I I 4'-0' PANTRY i UNDERSIDE OF FLOOR DECKING NEW STAIRS/RAILS:(2020 RC OF NYS I ABOVE.2.REMOVE/RELOCATE R311.7) I I CN 23 CH:T-0 i C=- EXISTING ELECTRICAL OUTLETS, TREADS:9'MIN. __ —— _ SWITCHES ETC_AS REQUIRED. PROJECT: NOSING:�MIN 1 11'MAX. 2'_4• (,- E I I �,.t`�� REWORK WIRING AS NECESSARY RISERS:8'.MAX. -�` �� ----- ---�- ----- ----- FOR CONTINUED POWER TO EXTERIOR WORK @ WIDTH:36'MIN. DW I I REMAINING OUTLETS,SWITCHES OR G O N Z A L E Z I S P R O P E R T Y LANDINGS:SAME AS WIDTH OF STAIR i C 1F OUTLETS NOT REQUIRED �, 14-6 (R311.7.6) EXISTING _ __ =� REMOVE WIRING BACK TO NEAREST HANDRAIL:34'-38'HIGH CONTINUOUS AT I I II JUNCTION BOX TO REMAIN.3. PROJECT ADDRESS: ALL INTERIOR AND EXTERIOR KITCHEN I'�I© 11- REMOVE /RELOCATE EXISTING STAIRWAYS WITH 4 OR MORE RISERS CH:5'-q° I, Q----n PLUMBING AS REQUIRED.REWORK 213 1 R E N H Y L_ A V E. (R311.7.8) OVEN ;MICRO (i r©I© PLUMBING AS NECESSARY TO RYE B R 0 O K Ir MAINTAIN INTEGRITY OF EXISTING GUARDRAIL:36'HIGH(R312.1) �i I I I ' (HANDRAIL TO BE GRASPABLE HANDRAIL I I I i SYSTEM TO REMAIN.CAP ALL NY, 10573 � UNUSED PIPING 1N WALLS FLOOR NYS EDUCATION LAW IN ACCORDANCE WITH THE 2020 RC OF y L-_ _ ____ I , NYS R311.7.8) i OR CEILINGS TO REMAIN.NOTIFY SEE G-1 FOR MORE RAIL INFORMATION ! i ARCHITECT 1F ANY OBSTACLES THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL GUARDRAILS I HANDRAILS SHOULD W:.__; :a t-_.- 1-_ I APPEAR DURING DEMOLITION. REMAIN THE PROPERTY OF ARQ ARCHITECTURE PC, I WHETHER THE PROJECT FOR WHICH IT IS MADE IS HAVE A MINIMUM UNIFORMLY DISTRIBUTED FR NOTES:ALL ITEMS ARE EXISTING TO REMAIN UNLESS EXECUTED OR NOT.THIS DRAWING SHALL NOT BE USED BY LIVE LOAD OF 200 LBS/SF 1N ANY OTHERWISE INDICATED. THE OTHERS OR OTHERS ON THE OTHER PROJECTS.FOR DIRECTION I BALUSTERS 50 LBS/SF 1N ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS ® THE HORIZONTAL DIRECTION. PROJECT BY OTHERS EXCEPT BY AGREEMENT IN WRITING ELECTRICAL LEGEND: WITH ARQ ARCHITECTURE PC.SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL.REGULATORY REQUIREMENTS OR FOR DN SYMBOL DESCRIPTION OTHER PURPOSES 11 CONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUCTED AS PUBLICATION IN DEROGATION ��Sj. NEW HARDWIRED INTERCONNECTED SMOKE OF THE RIGHTS OF ARQ ARCHITECTURE PC.REPRODUCTION ®AND CARBON MONOXIDE DETECTOR. OR PUBLICATION BY ANY METHOD IN WHOLE OR IN PART IS I$T. NOTE:EXCEPTION(RC#R314.4) PROHIBITED.TITLE TO THIS DRAWING BELONGS TO ARQ ARCHITECTURE PC WRHOUT PREAVICE110 MODIFICATIONS c PWD.ROON INTERCONNECTION OF SMOKE ALARMS IN TO THIS DRAWING IN ACCORDANCE WITH THE NTS w CH:V-0' EXISTING AREAS ARE NOT REQ'D WHEN EDUCATION LAW.IT IS A VIOLATION OF THE LAW FOR ANY PROPOSED WORK DOES NOT INCLUDE PERSON,UNLESS ACTING UNDER THE DIRECTION OF A OLICENSED PROFESSIONAL.TO ALTER ANY ITEM IN ANY WAY. 000 REMOVAL OF INTERIOR FINISHES.(#1J403.2.1) IF An ITEM BEARING THE SEAL OF A LICENSED SMOKE ALARMS ARE PERMITTED TO BE PROFESSIONAL IS ALTERED.Tle ALTERING LICENSED PROFESSIONAL.SHALL AFFIX TO THEIR ITEM THEIR SEAL EXIST. BATTERY OPERATED WHEN PROPOSED WORK AND THE NATATION ALTERED Br FOLLOWED BY THEIR N LIVING ROOM DOES NOT INCLUDE REMOVAL OF INTERIOR NATURE AND THE DATE OF SUCH ALTERATION,AND A at FINISHES. SPECIFIC DESCRIPTION OF THE ALTERATION. CH:V-0' w NOTE:ALL OUTLETS IN BATHROOMS,ABOVE COUNTERS SEAL E SIGNATURE IN KITCHENS,I WITHIN 6'-0'OF A SINK SHALL BE GFCt VERIFY&REPLACE OUTLETS AS REQV. A ffup MIN.INSULATION REQUIREMENTS BY 2020 RC OF NYS RE D A R � 0 TABLE N1102.1.2(R402.1.2) \� HER FOR CLIMATE ZONE 4A(WESTCHESTER COUNTY,NY) �i�o�� y0�C� N FLOOR =R-19 * �k EXTERIOR WALL =R-21 EXIST. EXIST. ROOF/CEILING =R-49 BASEMENT EXTERIOR WALL =R-13 030424'1 y0�� SLAB R-VALUE I DEPTH =R-10 (2'AT PERIMETER) F NEv'I DRAWING TITLE: EXISTING 9 PROPOSED EXIST. & PROPOSED FIRST FLOOR PLAN 4/4'=T-O' FIRST FLOOR PLAN DATE.: DWG. NO.: 8/20/2022 PROJECT NO.: 23-102 DRAWING BY: ARQ CHECKED BY: JBH ARO ARCHITECTURE P.C. .a t .. ARCHITECTURE-PLANNING &ENGINEERING s au airs a£sEavEo 100 EXECUTIVE BLVD.SUITE 204 OSSINING.NY 10562 PHONE:(914)944-3377 FAX:(666)567-6240 JORGE B.HERNANDEZ R.A.A.I.A. LICENSE NUMBER:030424-1 CERTIFICATE NUMBER:0973256 REVISIONS DATE BY ATTIC FLOOR _ _ _ _ _ _ _ _ _ _ _ _ __ ATTIC FLOOR PROJECT: EXTERIOR WORK @ G ONZAL.EZ'S PROPERTY SECOND FLOOR . - - - - - - - - - - --g SECOND FLOOR -- ---._.- - - - - - - - .,.._ �- PROJECT ADDRESS: � r - - - - - - - - - -- --- - - - - - - - - - - - _- _ --- -- 213 IRENHYL. AVE. ___... RYE BROOK N Y 10573 r_----------______._.. _------------------ f NYS EDUCATION LAW FI-�i THIS DRAWING 15 AN INSTRUMENT OF SERVICE AND SHALL L----J ' 'i�l REMAIN THE PROPERTY OF ARQ ARCHITECTURE PC.THE PROJECT OR WHICH R IS MADE iS EXECUTED OR NOT.THIS DRAWING SHALL NOT BE USED BY THE OTHERS OR OTHERS ON THE OTHER PROJECTS,FOR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY AGREEMENT N WRniG WITH ARG ARCHITECTURE PC.SUBMISSION OR DISTRWTION FIRST FLOOR _ _ __ -{ —FIRST FLOOR __ _ _ _ _ _ - - -- TO T OFFUAL REGULATORY REWREMENTS OR R OTHER pllftppSES IN CONNECTION WITH THE PROJECT 1S Y NOT TO BE CONSTRUCTED AS PUBLICATION 11 DEROGATION OF THE RIGHTS OF ARO ARCHITECTURE PC.REPRODUCTION OR PUBLICATION BY ANY METHOD IN WHOLE OR IN PART IS i PROHVTED.TRICE TO THIS DRAWING BELONGS TO ARO f ARCHITECTURE PC WITHOUT PREJIOiCEPO MODIFICATIONS ---------------i___________-__-; TO THIS DRAWING IN ACCORDANCE WITH THE NYS EDUCATION LAW.IT IS A VIOLATION OF THE LAW FOR ANY PERSOK UNLESS ACTING UNDER THE DIRECTION OF A I i L.KENSED PROFESSIONAL.TO ALTER ANY ITEM h ANY WAY. I I I IF AN REM WARM THE SEAL OF A LICENSED �p PROFESSIONAL IS ALTERED,TI-E ALTERING LICENSED PROFESSIONAL SHALL AFFIX TO THM ITEM THEIR SEAL AND THE POTATION'ALTERED Sr FOLLOWED BY THEIR L—J L—J SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC,DESCRPTON OF THE ALTERATION. EXISTING PROPOSED SEAL g SIGNATURE REAR ELEVATION 1/4' -I' REAR ELEVATION 1/4•-1'-0• FkSDgH HER OQ� ti�) N 030424-N'Oo F NEv`I DRAWING TITLE: MEM EXIST. 9 PROPOSED REAR ELEVATIONS DATE.: DWG. NO.: 5/20/2022 PROJECT NO.: 23-102 DRAWING BY: A-200 ARQ CHECKED DY: JBH a e SCHEMATIC STAIR/RAIL [DETAIL STANDAR[D FRAMING [DETAILS 2'x6'STUDS NAiL TO OUTSIDE STUD ARO ARCHITECTURE P.0 2'x6'DOUBLE NOTE:STAIRWAYS SHALL NOT BE LESS THAN 36'IN CLEAR TOP PLATE EXTERIOR WALL WiDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL. i HANDRAIL SHALL NOT PROJECT MORE THAN 4-1/2,ON EITHER SiDE OF STAIRWAY(2020 RC OF NYS R311.7) 4'x8'PLYWOOD PANEL CORNER BRACE iN LiEU ARCHITECTURE-PLANNING OF STRAP CORNER BRACES •• a ALLRIGH"RESERVED &ENGINEERING � INTER SOLE • WALL •• PLATE 100 EXECUTIVE BLVD.SUITE 204 i NAILS AT 12'O.C. 6'AT EDGES OSSINING,NY 10562 i PHONE:(914)944-3377 OFAX:(866)667-6240 J 2x6 STUDS 1x6 OR 2x6 NAILER Q • t° JORGE B.HERNANDEZ R.A.A.I.A. • 2x4 BLOCKING LICENSE NUMBER:030424-1 • EXTERiO CERTIFICATE NUMBER:0973256 rr CONTINUOUS 4'MAX. • WALL HANDRAIL AT LEAS (3)10c Top$BOTTOM •, • ONE SiDE OF WOOD BRACE EDGE ST • • 2x6 TOP iNTERIOR REVISIONS DATE BY BLOCKING AS REQUIRED FOR ALL w SHEATHING,CABINETS,ETC. PLATE Qzo SEE DETAIL ON THiS SHEET. DETAIL < " CROSS BRIDGING 2 [NOT TO SCALE ul 'v MUST NOT ALLOW V PASSAGE OF 4' (WOOD OR STEEL) i co SPHERE CORNER BRACE 1'x4'MiN.OR RAFTER MUST NOT ALLOW 1 a WiDE 16GA.STEEL STUB JOIST PASSAGE OF 6' STRAP BRACE 0 45•ALSO 9'MIN. SPHERE PLYWOOD PANEL WiLL PLATES TYPE'X'GYPSUM SUFFICE MUST NAiL TO SiLL BOARD PLATE. i • NOSING TO BE NO LESSsr c PROJECT: THAN%BUT NOT MORE • SHEATHING METAL TiES THAN 1Y,' 14% 0 SIDING METAL TIES EXTERIOR WORK @ o�yo g 4T�oti(� 2'x6'SOLE PLATE RAFTER GONZALEZ'S PROPERTY 4/.ts SiLL PLATE (PRESERVATIVE PROJECT ADDRESS: TREATED LUMBER) �(A N�R A 1 L [DETAIL 5/8'ANCHOR BOLTS 2'f 3 1 R E i`I H Y L. AVE. r( 8D TOENAILS(TYP) E DBLE OR TRiPPLE NAILING 1�Y E R 00 K JOIST PLATE BLOCKS HANDRAILS SHALL BE CONTINUOUS FOR THE FULL 10D STAGGERED 12'VERT.RETURN EXIST. TWO STORY EXTERIOR WALL SCHEMATIC DETAIL DETAIL N Y, �(�rj 7 3 LENGTH OF THE FLIGHT,FROM A POINT DIRECTLY ABOVE 1 1/2 HANDRAIL BACK 1 NOT TO SCALE 3 NOT TO SCALE NYS EDUCATION LAW THE TOP RiSER OF THE FLIGHT TO A POiNT DIRECTLY TO WALL SOLID ABOVE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS THIS DRAWING i5 AN INSTRUMENT OF SERVICE AND SHALL EXIST.WALL (2)8 PENNY TWii POST BLKG.® STUD REMAIN THE PROPERTY OF ARQ ARCHITECTURE PC. SHALL BE RETURNED OR SHALL TERMINATE iN NEWEL NAILS AT CAP 16'O.C. SOLE PL. WHETHER THE PROJECT FOR WHICH iT IS MADE i5 POSTS OR SAFETY TERMINALS.HANDRAILS ADJACENT TO NEW HANDRAIL 'OIS ACH END RDGE BOARD —FB FLOOF EXECUTED OR NOT.THIS DRAWING SHALL NOT BE USED BY A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2 LD, THE OTHERS OR OTHERS ON THE OTHER PROJECTS.FOR INCH BETWEEN THE WALL AND THE HANDRAILS. PLAN LONGiTUDiN •. ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THiS BRACE PROJECT BY OTHERS EXCEPT BY AGREEMENT IN WRiTiNG • WITH ARQ ARCHITECTURE PC,SUBMISSION OR DISTRWTiON HANDRAILS WiTH A CIRCULAR CROSS SECTION SHALL HAVE 1 1/2' SOLID BLKG. TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR CEILING ALTERNATE OTHER PURPOSES IN CONNECTION WITH THE PROJECT 1S AN OUTSIDE DIAMETER OF AT LEAST 1-1/4 INCHES AND NOT JOISTS T �y STL. BTWN.JOiST NOT TO BE CONSTRUCTED AS PUBLICATION IN DEROGATION GREATER THAN 2 INCHES.iF THE HANDRAIL iS NOT CIRCULAR TYPICAL INTERIOR PARTITION TYPICAL INTERIOR PARTITION OF THE RIGHTS OF ARQ ARCHITECTURE PC.REPRODUCTION 1T SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4 Cie JMT HAWKER TYPICAL Twn PosT cAPs OR PUBLICATION BY ANY METHOD IN WHOLE OR iN PART iS a DETAIL WHERE PARTITION RUNS DETAIL WHERE PARTITION RUNS PROWWED.TITLE TO THIS DRAWING BELONGS TO ARQ INCHES AND NOT GREATER THAN 6-1/4 INCHES WiTH A <?0)z DOUBLE PLATES PARALLEL TO JOiST AND NO PERPENDICULAR TO JOIST AND ARCHITECTURE PC WITHOUT PREJUDiC M MODFICATiONS MAXIMUM CROSS SECTION DIMENSION OF 2-1/4 INCHES AS IT N PARTITION OCCURS BELOW NO PARTITION OCCURS BELOW TO THIS DRAWING IN ACCORDANCE WITH THE NYS `''O 0 WOOD CROSS EDUCATION LAW.IT IS VIOLATION OF THE LAW FOR ANY PER SECTION 2020 RC OF NYS R311.7.7 �' BRIDGING 2X4 WD.BLKG. -7 PERSON,UNLESS ACTING UNDER THE DiRECTION OF A (5/410') RIDGE BOARD 46 GA SUB FLOOR SUB FLOOR LICENSED PROFESSaNAL.TO ALTER ANY ITEM IN ANY WAY. �f C,ALv.sTL F AN ITEM BEARNG THE SEAL OF A LICENSED H 1 /I -I 1 [DETAILS CROSS BRDGING (2)L AT JOIST PROFESSIONAL IS ALTERED.THE ALTERING LICENSED NAILS AT PROFESSIONAL SHALL AFFIX TO THEIR ITEM THEIR SEAL EACH SiDE SCAB AND JOIST cT 1X4 NAILER SIGNATURE NOTATION TTHE'ALTERED e��R�A D A 16 GA. SECTION JOIST LOKiTLOIhAL BRACM 2X4 STUD ' 2X4 PLATE 2X4 STUD 2X4 PLATE SPECIFIC DESCRIPTION OF THE ALTERATION. GALV.STL. 1-3/4'FOR 12'DEEP JST. FOR THE RDA BOARD RIDGE V SEAL ff SIGNATURE D.STUD DEPTH OF TYPICAL INTERIOR PARTITION TYPICAL INTERIOR PARTITION JOIST 1'F FOR 10'DEEP JST. SUPPORT DETAIL WHERE PARTITION RUNS DETAIL WHERE PARTITION RUNS -� 1'FOR 8'DEEP JST. DOUBLE PLATE PARALLEL TO JOIST AND NO PERPENDICULAR TO JOIST AND o. NOTE SEE NOTE BELOW(A) PARTITION OCCURS ABOVE NO PARTITION OCCURS ABOVE � RED q R j SOLD BRIDGING AN UPRIGHT LEG. STUD STUD ��5 �0 HER (SAME SiZE AS JOIST) A!"UR R SOLE PL. C� y t<` WEDGE FiT &PPORTS THE STL SHAM SOLE PL. 4 Q p 0 Mp FOR%RAFTER R SUB FLOOR � � AIL FARING 1/4 SPAN OF SPAN 1/4 SPAN EREC I y�STOPPER PIPING I SPAN SOLD BRIDGING TYPICAL JOIST HAi C-ER/STRUCTURAL FASTEtERS TYPICAL NAiL ST PER SUPPORT pp�g g �p ELECTRICAL AND PLUMBING NOTCHING SUPPORT 4 YP.FLOOR BRIDGING 5 DETAIL 6 DETAIL STUD TOP PL ALOTERNATE TOP PL ��' �3p424', Q-k SEE -1/ NOT TO SCALE NOT TO SCALE NOT TO SCALE - BTWN.JOISTS STUD F NEB�O NOTE C �I I� WD.STUDS -0 0- ~'' NAILING AREAS FOR TYPICAL INTERIOR PARTITION TYPICAL INTERIOR PARTITION FRAMING DETAIL WHERE FRAMING DETAIL WHERE 2'MIN Q _ 0 2'MIN LER BLOCKING INSIDE FINISH DRAWING TITLE: p PARTITION RUNS PARALLEL PARTITION RUNS PERPENDICULAR sHo 'MN _ iLL.ER BLOCKING TO JOISTS TYP. DETAILS 2 --�2 MAX -� 7 DETAIL®TYPICAL BEARING WD. PARTITION PLAT P1PIN BEARING HOLES AX � � SOLE PLATE NOT TO-SCALE A. NOTCHING iS NOT PERMITTED IN BOTH TOP AND 1X4 OR 2X TO JOIST DATE.: DWG. NO.: BOTTOM EDGES IF VERTICAL EDGES OF NOTCH CEILING JOIST 1S WITHIN 12'OF EACH OTHER •' •' PROVIDE 8/2 O/2 O 2 2 18 GA. B. NOTCHES®ENDS OF MEMBERS SUPPORTED ON THAT FACE METAL STRAPPING PROJECT NO.: GALV.STL. BEARING OR LEDGER STRIPS SHALL NOT MOUNT 20 23-102 EXCEED 1/4 OF DEPTH OF MEMBER. OUTSIDE CORNER INTERSECTING G.SIMPSON NOTE:CEILING JOISTS FASTENED TYPICAL HOE PLATE C. LESS THAN 30 4 OF FULL DEPTH OF MEMBER END SHALL NOT PARTITION ,i/T— c� �R �,n' TO A FLUSH BEAM WiTH DRAWING BY: A==300 S S �, i `—CS20 STRONG-TiE JOIST HANGERS ARQ PLUMBING NOTCHING a£CUTTING HOLES IN WOOD JOISTS STRAP HANGER BEAM CHECKED BY: NOTE:FOR NOTCHING OR HOLES GREATER THAN TYP.WD.PARTITION DETAILS NOT TO SCALE NOT TO SCALE THOSE INDICATED,NOTIFY ARCHITECT IN WRITING. 811 9 METAL JOiST HANGER .�B H ARQ ARCHITECTURE P.0 COMPOSITE OR P.T. 3 Z MAX. ALUM.CAP FLASH POST CAP CAP(TYP.) LEDGER. SEE PLANS TOP RAiL ARCHI AND LEDGER TECTURE-PLANNING 6 ENGINEERING BOLTING DETAIL —BALLUSTERS®4'O.G.MAX. aALLRWJMRESERVED COMPOSITE OR P.T. s —1'X6'COMPOSITE OR P.T.DECKING. 100 EXECUTIVE BLVD.SUITE 204 RAILING TO CODE zo SEE DECKING NOTES ON FLOOR OSSINING,NY 10562 PLAN. PHONE:(914)944-3377 40 MAX ALUM.CAP FLASH FAX:(866)567-624o 2f BALLUSTERS COMPOSITE OR P.T.POST CAP x 4.—__ BOTTOM RAIL JORGE B.HERNANDEZ R.A.A.I.A. � ,.� P.T.RiM BEAM LICENSE NUMBER:CERTIFICATE NUMBER3o97�56 - P.T.JOIST.SEE PLANS FOR SiZE AND SPACING DECKING - COMPOSITE OR P.T.POST FASCIA BOARD REVISIONS DATE BY SECURE POSTS W/TWO oe / k�,_SIMPSON 1i2'DIA.THRU BOLTS HANDRAIL 0 STAIR x SIMPSON STRONG-TIE HURRICANE TiE(H1Z) ---P.T. P.T.BEAM PLIES FASTENED W/ TWO ROWS OF FLATLOK SCREWS®16' SIMPSON STRONG-TiE O.C.STAGGERED TOP&BOTTOM AND LiGHT DOUBLE SHEAR DOUBLED®ENDS(2'CLEARANCE FROM (2)�'x6'COMPOSITE OR P.T. JOIST HANGER(LUS24Z) EDGES). TREADS&RiSERS SiMPSON STRONG-TiE DECK TENSION TiE STRONG TiE (DTT1Z) POST CAP(LPC4Z) SIMPSON LSC ADJUSTABLE _- EXIST FOUNDATION 6x6 PT POST STRINGER HANGER 2-4'x4'x1 1i 2'GALV.ANGLES W/(1)3/8' . DiA.THRU BOLT AND(1)3/8'ANCHOR 1'STANDOFF POST BASE W/ BOLT EA.STRINGER ,,�___ 1-5/8'DiA.X 8'ANCHOR BOLT PROJECT: P.T.STRINGERS(SEE PLAN) 12 v EXTERIOR WORK @ " IN. 3'-0' MIN.M Q z �I y D co c Jp G ONZALEZ'S PROPERTY STRINGER BEARING-PAD -III- SIMPSON STRONG TiE I v° I I I I III PROJECT ADDRESS: NEW 4'-O'X N-O'X 4'CONC.SLAB REiNF.W/6x6 CONNECTOR SYSTEM APPROX GRADE W.W.F 1.411.4 i`FROM TOP OVER 6 MiL VAPOR OR EQUAL TO BE I v ° I 2'(3 1 R E i`I H Y L_ AVE. INSTALLED ON ALL v RYE BROOK BARRIER ON 4'COMPACTED GRAVEL. DECK CONNECTIONS. �° D � NY 10573 TYP. STAiR 9 LANDING N.T.S. L f ° vI NYS EDUCATION LAW THiS DRAWING iS AN INSTRUMENT OF SERVICE AND SHALL � I ° p I REMAIN THE PROPERTY OF ARQ ARCHITECTURE PC, WHETHER THE PROJECT FOR WHICH IT IS MADE iS c7 I v ( CONC.SONOTUBE ON SPREAD EXECUTED OR NOT.THiS DRAWING SHALL NOT BE USED BY J ° l FOOTING Y-6'MiN.BELOW THE OTHERS OR OTHERS ON THE OTHER PROJECTS,FOR GRADE.FOOTING TO BEAR ON ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THiS EXiST. 1" MAX. THICK STRUCTURAL r PROJECT BY OTHERS EXCEPT BY AGREEMENT iN WRITING ° I VIRGIN SOiL.SEE PLANS FOR WITH ARQ ARCHITECTURE PC.SUBMISSION OR DISTRIBUTION SHEATHING. V.I.F. PRIOR TO START I v v I MORE INFORMATION TO MEET OFFK,IAL REGIA.ATORY REQUIREMENTS OR FOR OF WORK ff REPORT TO ARCH. ANY I ° v I OTHER PURPOSES IN CONNECTION WITH THE PROJECT iS EXIST.SIDING DISCREPANCY. —1 MOT TO BE CONSTRUCTED AS PUBLICATiON IN DEROGATION 1 I° I OF THE RIGHTS OF ARQ ARCHITECTURE PC.REPRODUCTION I v OR PUBLICATION BY ANY METHOD IN WHOLE OR IN PART iS PROVIDE FLASHING FOP, WATER TIGHTNESS. FLASHING v PROHIBITED.TITLE TO THIS DRAWNG BELONGS TO ARQ MATERIAL TO BE CORROSION-RESISTANT METAL OF L—————— ARCHITECTURE PC WRHouT PREJUDiCEM MODIFICATIONS MINIMUM 0.019-INCH NOMINAL THICKNESS OR APPROVED TO THIS DRAWING IN ACCORDANCE WITH THE NYS EDUCATION LAW.IT IS A VIOLATION OF THE LAW FOR ANY NON-METALLIC MATERIAL. PERSON.UNLESS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL.TO ALTER ANY ITEM IN ANY WAY. DECKING FASTENED TO FLOOR JOISTS, RiM JOISTS g iF AN ITEM BEARING THE SEAL OF A LICENSED EXiST. FLOOR PROFESSIONAL.IS ALTERED.TI-E ALTERING LICENSED LEDGER. SEE PLAN FOR DECKING ORIENTATION � PROFESSpNAL SHALL AFFIX TO THEIR ITEM DER SEAL JOIST, V.I.F. FASTENING. AND THE NOTATION'ALTERED Or FOLLOWED BY THEIR T/FLOOR TYPICAL DECK DETAIL SKNATURE AND THE DATE OF SUCH ALTERATION,AND A NTS SPECFiC DESCRIPTION OF THE ALTERATION. 20 MIN. SEAL 8 SIGNATURE EXiST. CONT. 2x BAND JOiST OR 1' MiN. ENG. RiM JOiST TO BE V.i.F PRiOR TO START OF (N) LEDGER SEE \�RED A q WORK REPORT TO ARCH. ANY PLAN FOR SiZE �5 g HER DISCREPANCY 3/4° MiN. 2 To E may.TO 4-�C?Q�� FO RIT.SJ (KT.SJ p � N SiMPSON FACE MOUNT JOiST HANGER W/ EXiST. EXTERIOR STUD SiMPSON SDS CONNECTOR SCREWS. SEE 2' MiN. s 030424-1 OQ� WALL V.I.F. TYPICAL PLAN FOR COATING REQUIREMENTS SY2° MiN. FOR 2X8 s F NEv`ly TENSION TiE W/ FULLY THREADED 3/8 DIAMETER 6Y° MiN. FOR 2x10 1/e MIN 2 S° MAX. LAG SCREW PREDRiLLED W/ MiN. 30 PENETRATION 7Y2 MiN. FOR 2x12 TO CENTER OF EXiST. TOP PLATE, STUDS OR --_-___ __. �_._._._�__._----w__ 3/4 DRAWING TITLE:MIN. TYP. DETAILS TYP. EXTERIOR DECK SECTION HEADER. SEE PLAN FOR TYPE & LOCATION AT EXTERIOR WALL Y2 LAG SCREW OR THRU-BOLT 2' CLEAR MiNiMUM LEDGER, SEE LAG SCREW OR THRU-BOLT PLAN FOR SiZE SEE PLAN FOR SiZE 8 DATE.: DWG. NO.: FROM LEDGER TOP EDGE, J' MiN CLEAR FROM STAGGERED SPACING TYP. BOTTOM EDGE, AND 2' FROM ENDS STAGGERED. SEE 8/20/2022 PLANS FOR SPACING PROJECT NO.: TYP. LEDGER CONNECTION 23-�io2 _ N.T.S. TYP. LEDGER BOLTING DETAILRAWING BY: 30� N.T.S.nTs A R Q CHECKED BY: JBH ARO ARCHITECTURE P.C. -� ARCHITECTURE-PLANNING 3 ENGINEERING • y` a ALLaic►�rs RESEav�n ioo EXECUTIVE BLVD.SUITE 204 OSSINING.NY 10562 f /`f, r►� �r, PHONE:(914)944-3377 ' } FAX:(866)567-624o r '�' - _- ,♦ JORGE B.HERNANDEZ R.A.A.I.A. LICENSE NUMBER:030424-1 CERTIFICATE t ,�,;�, ��.�`� ,• _ ,_ - :� � _ _ r� _ E NUMBER:0973256 N%l `:i. -_.. �•—.--. — "-'-�' - REVISIONS DATE BY Nr • 1 * a, j -� PROJECT: -_ EXTERIOR WORK @ GONZALEZ'S PROPERTY LEFT NEIGHBORHOOD VIEW @ FRONT VIEW @ RIGHT NEIGHBORHOOD VIEW @ PROJECT ADDRESS: 209 IRENHYL AVE. N.T.S. 213 IRENHYL AVE. N.T.S. 219 IRENHYL AVE, N.T.S. 213 1RENHYL. AVE. RYE BROOK NY, 10573 NYS EDUCATION LAW THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF ARQ ARCHITECTURE PC, • �'t WHETHER THE PROJECT FOR WHICH IT IS MADE IS --_ EXECUTED OR NOT,THIS DRAWING SHALL NOT BE USED BY .3 THE OTHERS OR OTHERS ON THE OTHER PROJECTS,FOR J t -"� "'. ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY AGREEMENT IN WR•Te+G WITH ARQ ARCHITECTURE PC.SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR r •!' OTHER PURPOSES IN CONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUCTED AS PUBLICATION IN DEROGATION Ac OF THE RIGHTS OF ARQ ARCHITECTURE PC.REPRODUCTION OR PUBLICATION BY ANY METHOD N WHOLE OR IN PART IS PROHIBITED.TITLE TO THIS DRAWING BELONGS TO ARQ �,' ',�•' 'K'`�+ ARCHITECTURE PC WITHOUT PREAVICEMO MODF'KATIONS a= _ _'���. `.��,;.,r,_ ,w - f,•; TO THIS DRAWING N ACCORDANCE WITH THE NYS ,i EDUCATION LAW.IT IS A VIOLATION OF THE LAW FOR ANY -' PERSON UNLESS ACTING UNDER THE DIRECTION OF A 0 LICENSED PROFESSIONAL.TO ALTER ANY ITEM ci ANY WAY. e IF AN REM BEARING THE SEAL OF A LICENSED PROFESSIONAL.IS ALTERED.T}E ALTERING LICENNSED PROFESSIONAL SHALL AFFIX TO THEIR REM THEIR SEAL AND THE NOTATION'ALTERED BY'FOLLOWED BY THEP - SIGNATURE AND THE DATE OF SUCH ALTERATION AND A SPECIFIC DESCRIPTION OF THE ALTERATION. w SEAL 9 SIGNATURE E D A R HER y% awti �• Q Q 3 kiv A 030424-� - ` -i Y.'- _ •'mot•S�CC �...�►�,' F NE�`I e l r�--- f DRAWING TITLE: NEIGHBORHOOD STUDY ACROSS STREET NEIGHBOR VIEW ACROSS STREET NEIGHBOR VIEW @ 34 WHITTEMORE PL. N.T.S. @ 34 WHITTEMORE PL. N.T.S. DATE.: DWG. NO.: 5/20/2022 PROJECT NO.: 23-102 DRAWING BY: ARQ CHECKED BY: JBH