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Home My WebLink About50077-Z TOWN OF SOUTHOLD ' BUILDING DEPARTMENT TOWN CLERK'S OFFICE �q SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 50077 Date: 12/1/2023 Permission is hereby granted to: Crawford RD & WF Revoc Trt 13300 Indian Rocks Rd #1503 Largo, FL 33774 To: construct additions and alterations to existing single-family dwelling as applied for per SCHD approval. At premises located at: 620 A uaview Ave, East Marion SCTM # 473889 Sec/Block/Lot# 21.-3-9 Pursuant to application dated 8/2/2023 and approved by the Building Inspector. To expire on 6/1/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,037.00 CO-ADDITION TO DWELLING $100.00 Total: $1,137.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 *'4 C�4 Telephone (631) 765-1802 Fax(631) 765-9502 httl2s://www.sotitholdtownU.gov Date Received APPLICATION FOR BUILDING „^w For Office Use Only UG 2 2023 PERMIT NO. Building Inspector: BG DEPT. Applications and forms must be filled out in their entirety.Incomplete ,' d7 applications will not be accepted. Where the Applicant is not the owner,an Owners Authorization form(Page 2)shall be completed. Date:8/1/2023 OWNER(S)OF PROPERTY: Name:Robert Crawford SCTM#1000-21.-3-9 Project Address:620 Aquaview Avenue, East Marion, NY 11939 Phone#:(973) 420-7282 1Email:robertdalecrawford1 @gmail.com Mailing Address: 13300 Indian Rocks Rd, Apt. 1503, Largo, FL 33774 CONTACT PERSON: Name:Jake LaChapelle AIA Mailing Address:P.O. Box 1251 Mattituck, NY 11952 Phone#:(646) 251-5058 Email:jake@lachapellearchitecture.com DESIGN PROFESSIONAL INFORMATION: Name:Jake LaChapelle AIA Mailing Address:P.O. Box 1251 Mattituck, NY 11952 Phone#:(646) 251-5058 Email:jake@lachapellearchitecture.com CONTRACTOR INFORMATION. Name:Charles Thorp Mailing Address:P.O. Box 396 East Marion, NY 11939 Phone#:(631) 926-4615 Email:n/a DESCRIPTION OF PROPOSED CONSTRUCTION []NewStructure BAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑other $250.000 Will the lot be re-graded? ❑Yes @No Will excess fill be removed from premises? ❑Yes @No 1 PROPERTY INFORMATION Existing use of property:single family residence Intended use of property:no change Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes @No IF YES, PROVIDE A COPY. Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and in bulldingis)for necessary inspections.False state nems made herein are punishable as a class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(p rtlie; ake LaChapelle AIA INAuthorized Agent ❑Owner Signature of Applicant: Date: 8/1/2023 STATE OF NEW YORK) CONNIE D.BUNCH SS: Notary Public,State of New York No. 01BU6185050 COUNTY OF ) Qualified in Suffolk County Commission Expires April 14,2�q being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this (� q� �1-4daiy of s�C�1 20-'s `-b '�y�`o�A ` (� Notary Public ,PROPIER N OWNER AUTHORIZATION (Where the applicant is not the owner) Robert Crawford residing at 13300 Indian Rocks Rd, Apt 1503 I, Largo, FL 33774 do hereby authorize Jake LaChapelle AIA to apply on my behalf to the Town of Southold Building Department for approval as described herein. Digitallysignedby Robert Dais g/1/2023 Robert Dale Crawford�cvr i Date:2023.08.01 13:33:19-04'00' Owner's Signature Date Robert Crawford Print Owner's Name 2 Generated by REScheck-Web Software Compliance Certificate Project 620 Aquaview Avenue - ADDITION 1110,! a ,,� �. Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 620 Aquaview Avenue Robert Crawford LaChapelle Architecture PLLC East Marion, NY 11939 P.O. Box 1251 Mattituck, NY 11952 Compliance: 6.9%Better Than Code Maximum UA: 262 Your UA: 244 Maximum SHGC: 0.40 Your SHGC: 0.27 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. slaalia oro giraaalle tradeoffs,are irrr lorageil a:onsiida red urn i:llhe UA or II"eirformanc:e(:orn1plHa IIICE,KK 1piftIh in SCI"Scluedk. Each sliab-oro a irr de raaaserrill' y in the sp°aarar iced Ori nairu a:ro-na,M rrou.mt ur eell:the i nlirniininuurw°n tame iigy code irnruNitlloin I -v ahie and depth ie(p rerinerts, nve 0 Ass--e-mblies Ceiling-Bedroom 3: Flat Ceiling or Scissor Truss 131 52.5 0.0 0.025 0.026 3 3 Ceiling-storage: Flat Ceiling or Scissor Truss 240 52.5 0.0 0.025 0.026 6 6 Vaulted Ceiling-Kitchen: Cathedral Ceiling 556 52.5 0.0 0.020 0.026 11 14 New 2x6 Wall: Wood Frame, 16" o.c. 1,660 23.0 0.0 0.055 0.060 72 78 Back Door: Glass Door(over 50%glazing) 24 0.270 0.320 6 8 SHGC: 0.19 New Windows:Wood Frame 331 0.300 0.320 99 106 SHGC: 0.28 Basement Wall: Solid Concrete or Masonry Wall height: 6.7' 767 0.0 10.0 0.059 0.059 45 45 Depth below grade: 6.5' Insulation depth: 6.7' ED Escape Door: Solid Door(under 50%glazing) 7 \y Ac 320 0.320 2 2 Compliance Statement: The proposed building design described here to la plans,specifications,and other calculations submitted with the permit application.The proposed b as n I ne et the 2018 IECC requirements In REScheck Version : REScheck-Web and to comply with the mand o e Ir th check Inspection Checklist. 1281-10 23 Name-Title Signatu D e 0,339 N Project Title: 620 Aquaview Avenue -ADDITION Report date: 11/28/23 Data filename: Pagel of 9 p SoftwareREScheck Version C�(J Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section & a Plans Verified Field Verified # Pre-inspection/Plan Review Value Complies? Co_.m._.m.....e...mn._ts/Asls_ump,tio. ns "!ID 103.1, ;Construction drawings and ❑Com lies Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the Location on plans/spec: building envelope.Thermal ❑Not Observable IA3, A18 °envelope represented on ENot Applicable construction documents. ,;; 103.1, ;Construction drawings and ❑Complies Requirement will be met. 103.2, documentation demonstrate ;❑Does Not 1403.7energy code compliance for E]Not Observable Location on plans/spec: [PR3]1 Righting and mechanical systems. iA3, M1 � o 'Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 30.x_ _....��............_.�_._. � ,, ....� �.... u..�: .....:. : 2.1, Heating and cooling equipment is: Heating: Heating: ❑Complies Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not 1[PR2]2 on loads calculated per ACCA Cooling., Cooling: �;Location on plans/spec: ) Manual J or other methods ; Btu/hr Btu/hr ❑Not Observable M1 approved by the code official. ❑Not Applicable Additional Comments/Assumptions: �'; .... ................ ...... -_. _.._ El 1Higl Impact(Tier 1) 2 Medium lmpac (Tier 2) 3 JLow Impact(Tier 3) Project Title: 620 Aquaview Avenue -ADDITION Report date: 11/28/23 Data filename: Page 2 of 9 b h Se#on FoundationPlans Verified Field Verified Inspection Value Value Complies Comments/Assumptions & Re .ID _ 402.1.1 Condition R-value.basementinterior: S Envelope n ..,,,,.. ..._.._..,w..� wall R- R- ❑Complies �SeetheEnvelopeAssemblies [F04]1 re interior; R- R- ❑Does Not Mable for values. insulation is used,verification may need to occur during ❑Not Observable Insulation inspection.Not ;❑Not Applicable required in warm-humid locations in Climate Zone 3. ..._ �, ` ;.....��.--------..�.....m, 303.2 Conditioned basement wall ❑Complies Requirement will be met. [F05]1 insulation installed per ,❑Does Not manufacturer's instructions. ❑Not Observable 'Location on plans/spec: A24 ❑Not Applicable 402.2.9 ;Conditioned basement wall ft ft ❑Complies ;See the Envelope Assemblies [F06]1 insulation depth of burial or ❑Does Not table for values. tea ;distance from top of wall. j❑Not Observable ❑Not Applicable i[ 0,12 1 ...._- _....... —...... y:�---_...... A protective covering is installed ❑Complies Requirement will be met. 1]2 to protect exposed exterior ❑Does Not insulation and extends a ❑Not Observable Location on plans/spec: minimum of 6 in. below grade. YA23,A24 ❑Not Applicable.... .....................4039 Snow-and ice-melting system ❑Complies Exception: Requirement is [FO12]2 controls installed. ❑Does Not not applicable. ❑Not Observable k ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3Low Impact(Tier 3) Project Title: 620 Aquaview Avenue-ADDITION Report date: 11/28/23 Data filename: Page 3 of 9 Sect# Framing /Rough-in Ins Inspection Value _ d Vali m Complies? Iwrr 9p Plans Verified Field Va Verified Comments/Assumptions 402.1.1, Door U factor, on U- U- UCompliesSee t.�o e � .s & R ID w. _ �he Envelope Assemblies 402.3.4 E❑Does Not :table for values. [FR1]1 ,❑Not Observable ws ;❑Not Applicable a 402.1.1, lazing ElDoeNot Mable for values. -factor(area-weighted U- ` U v❑Complies ;;See the Envelope Assemblies 402.3.1, average). lues. 402.3.3, 402,5 ❑Not Observable 4 [FR2]1 ;❑Not Applicable ; o 1 .�..__- _...... products p lies .. ❑Com Requirement will be met. 303.1.3 U-factors of fenestration [FR4] are determined in accordance ❑Does Not with the NFRC test procedure or ❑Not Observable ;Location on plans/spec: "? :taken from the default table. A3, A4 ❑Not Applicable 402.4.1.1 'Air barrier and thermal barrier ❑Complies :Requirement will be met. [FR23]1 installed per manufacturer's ❑Does Not jInstructions. �iLocation on plans/spec: ❑Not Observable IA23 ❑Not Applicable ....... ........ 402.4.3 Fenestration that is not site built ❑Complies :Requirement will be met, [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 A: "',[:]Not Observable ' or has infiltration rates per NFRC ; 400 that do not exceed code :❑Not Applicable limits. , ...._..,.....„�.,,,„.m... .. ....... ..._ ....... ....... -- _.........._ �402.4.5 IC-rated recessed lighting fixtures ❑Complies ;Requirement will be met. [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate 152.0 cfmLocation on plans/spec: leakage at 75 Pa. ❑Not Observable CA3 ❑Not Applicable 3,3 1 d return where duct attics I' ❑Complies _ . M 40 insulated Requirement will be met. will [FR12]1 ❑Does Not >= 3 inches in diameter and >= Location on plans/spec: 011 R-6 where < 3 inches. Supply and ❑Not Observable f Ml return ducts in other portions of ❑Not Applicable °,the building insulated >= R-6 for diameter>= 3 inches and R-4.2 4or< 3 inches in diameter. 4 ._._ 403.3.2 ;Ducts, air handlers and filter ❑Complies Requirement will be met. [FR13]1 boxes are sealed with ❑Does Not o ;joints/seams compliant with Location on plans/spec: International Mechanical Code or ❑Not Observable M1 International Residential Code, as ❑Not Applicable ;applicable. 4 �.�.� .mm.... .......... 03. 3.5 Building cavities are not used as ri ❑Complies Requirement will be met. [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable „Location on plans/spec: All ventilation fans are ducted ❑Not Applicable per M2, M3 403.4 HVAC piping conveying fluids R- R ;❑Complies Exception: Requirement is [FR17]2 above 105 9F or chilled fluids ❑Does Not not applicable. below 55 9F are insulated to >_R-3. ❑Not Observable ❑Not Applicable 403.4.1 °Protection of insulation on HVAC ;. ❑CompliesException: Requirement is [FR24]1 piping. ❑Does Not not applicable. ❑Not Observable o ❑Not Applicable t 3.5.3 Hot water pipes are insulated to R R ❑Complies Exception: Requirement is [FR18]z >R-3. ❑Does Not not applicable. n ;[:]Not Observable ❑Not Applicable 1 High Impact(Tier 1) r 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) . L ._W ... Project Title: 620 Aquaview Avenue -ADDITION Report date: 11/28/23 Data filename: Page 4 of 9 8ectlon Re ICS Framing l Rough-in ou n In Inspection ns ectionComplies? ,..Plans Verified Field Verified 'omp es�_ o,nm en is/ Aunplons value Valu 403w5 Automatic or gravity dampers are Corn lies Requirement will be met. (FR1912 installed on all outdoor air ,InDoes Not intakes,and exhausts. Location on plans/spec: Not Observable M1 C1Not Applicable Additional Comments/Assumptions: (Tier 2) .. ,_ i _r._ - p _:. Low Impact direr 3 1 High Impact Tier 11 edMuwrr impact .�.,...-._ Project Title: 620 Aquaview Avenue-ADDITION Report date: 11/28/23 Data filename: Page 5 of 9 w p ala `value ed lFlel aline Verified p ? .. ... _. ...... p .._.. ctlon �nsuwlatlor lrus ectlu Complies? Co►ntentsCAssum Hous +a Ite l D 3011 All installed insulation is labeled ❑Complies Requirement will be met. (Il' 131, or the installed R-values ❑Does Not (� provided. ❑Not Observable ❑Not Applicable 402.1.1, ;Wall insulation R-value. If this is a: R- R- C❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/z of the E] Wood F-1wood ;❑Does Not ,table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ mass ❑Not Observable [IN3]1 exterior,the exterior insulation requirement applies(FR10). ;E] Steel j E] Steel ;❑Not Applicable -.... ....... .. ...... mm... v __ .,o ....... 303.2 I Wall insulation is installed per ❑'Complies Requirement will be met. [IN4]1 manufacturer's instructions. noes Not []Not Observable 'Location on plans/spec: A23,A24 ❑Not Applicable ° Additional Comments/Assumptions: 1 High Impact(Tier 1) 2Medium Impact(Tier 2) 3Low Impact(Tier 3) Project Title: 620 Aquaview Avenue-ADDITION Report date: 11/28/23 Data filename: Page 6 of 9 ��.� ...,,.�,H..,. ..�.. Plans Ve�. Section Provisions Value Value Complies? Comments/Assumptions r.ified Field Verified ..,. .... AD 402..1, ,Ce ling insula ion R va Final Inspection ' g ' lUe. n R- R- ,®Complies &See the Envelope Assemblies 402.2.1, ❑ wood '® Wood 9E]Does Not Mable for values. 402.2.6 ❑ Steel Steel j❑Not Observable [FI1]1 ;❑Not Applicable .............. ..e- �,ry ..... 303.1.1.1, Ceiling insulation installed per ❑Complies ;'Requirement will be met, 303.2 'manufacturer's instructions. ❑Does Not [F12]1 Blown insulation marked every ❑Not Observable Location on plans/spec: 300 ft2. ❑Not Applicable A23 , 402.2.3 Vented attics with air permeable ❑Complies Requirement will be met. [F122]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that ;Location on plans/spec: extends over insulation. ❑Not Observable 1A23,A25 -,,. (]Not Applicab 402le 2 4 Attic access hatch and door R- R ❑Complies ;Requirement will be met. (FI3]1 insulation >_R-value of the ❑Does Not ;adjacent assembly. ,'Location on plans/spec: ❑Not Observable A4 ❑Not Applicable 402.41.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = �❑ Requirement�Complies Re ement will be met. [FI17] ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. Location on plans/spec: ❑Not Observable A3 ❑Not Applicable . ........ 403.3.3 'Ducts are pressure tested to cfm/100 cfm/100 ❑Complies Exception:All ducts and air [F127]1 determine air leakage with i ft2 ft2 ❑Does Not handlers are located within ;either: Rough-in test:Total ,conditioned space. leakage measured with a ❑Not Observable ;pressure differential of 0.1 inch ❑Not Applicable `Location on plans/spec: w.g. across the system including Ml-M3 the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total 'leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies Exception:All ducts and air [F14]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not handlers are located within <=3 cfm/100 ft2 without airt❑Not Observable ;conditioned space. handler @ 25 Pa. For rough-in tests, verification may need to ❑Not Applicable Location on plans/spec: ,occur during Framing Inspection. s M1-M3 403.3.2.1 Air handler leakage designated ❑Complies 'Exception: Requirement is [F124]1 by manufacturer at<=2%of ❑Does Not E not applicable. design air flow. "E-]Not Observable _ _�.._.........�.......... ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies ;Requirement will be met. [F19]2 installed for control of primary ❑Does Not heating and cooling systems and ,Location on plans/spec: initially set by manufacturer to ❑Not Observable jMl code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed %❑Complies !Exception: Requirement is (FI 1012 on heat pumps. ^❑Does Not not applicable. ❑Not Observable �,�� o " ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies Exception: Requirement is [FI11]2 systems have automatic or %❑Does Not not applicable. accessible manual controls. ❑Not Observable ` ❑Not Applicable ...... W_ Medium ImpaCC (Tier 2) 3 Low Impact(Tier 3) Project Title: 620 Aquaview Avenue -ADDITION Report date: 11/28/23 Data filename: Page 7 of 9 sectio..n __ ... ...... .. _ _ nV luefied . Finel Verified # Final Inspection ProvisionsValue ^ m .l_i_e_s. Comments/Assumptions m.m.. & Re ID Co ^PIa . .n.. 403.6.1 All mechanical ventilation system ; ❑Complies :Requirement will be met. [F125]2 fans not part of tested and listed ?❑Does Not HVAC equipment meet efficacy ❑Not Observable i Location on plans/spec:. and airflow limits per Table M1 R403.6.1. ❑Not Applicable . 40 ..... _.......-._....�..................... 3.2 Hot water boilers supplying heat ❑Complies "Exception: Requirement is [F126]2 through one-or two-pipe heating ' []Does Not not applicable. systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems ❑Complies Exception: Requirement is [F128]2 have a circulation pump.The ❑Does Not not applicable. system return pipe is a dedicated ; return pipe or a cold water supply; ❑Not Observable E pipe. Gravity and thermos- `❑Not Applicable syphon circulation systems are not present.Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy.Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. m i 03.5.1.2 Electric heat trace systems '` " ❑Complies o Exception: Requirement is [F12 9]2 comply with IEEE 515.1 or UL ❑Does Not not applicable. 515. Controls automatically adjust the energy input to the ❑Not Observable ; heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. 403.5.2 Demand recirculation water ;' ,❑CCsrrrplies Exception: Requirement is [F130]2 systems have controls that "❑Does Not not applicable. manage operation of the pump and limit the temperature of the section Plans:Verifiedfie�lT pial V"aluefiel .-_.. _ _ , . . . ina;l Inspection P—r vislons om lies comments/As urn tions a a ,l _ .. .. ._ . 303.3 Manufacturer manuals for []Complies Requirement will be met. [F11813 mechanical and water heating ❑Does Not systems have been provided. []Not Observable ; El Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: 620 Aquaview Avenue-ADDITION Report date: 11/28/23 Data filename: Page 9 of 9 2018 IECC Energy Al Efficiency Certificate ININIMMIMEMOMMIMIM Above-Grade Wall 23.00 Below-Grade Wall 10.00 Floor 0.00 Ceiling / Roof 52.50 Ductwork(unconditioned spaces): Window 0.30 0.28 Door 0.27 0.19 Heating System• Cooling System• Water Heater• ME Name: Date: Comments oQ 1- 3 ' � CRAWFORD S INSPECTIONS G& -71RESIDENCE 620 AQUAVIEW AVENUE 620 AQUAVIEW AVE SPECIAL INSPECTIONS MUST BE PROVIDED IN CONFORMANCE WITH THE EAST MARION,NY 11939 REQUIREMENTS OF BCNYS 1704&1705. EAST MARION NY FOOTING w � FOUNDATION FRAMING,TIE-DOWN/STRAPPING AND PLUMBING TRUE NORTH I] SCTM#-1000-21.-3-9 PERIMETER INSULATION �o a ° q ❑�� ROUGH ELECTRIC INSULATION AND CAULKING ® ° DO NOT SCALE FROM THESE DRAWINGS ENERGY CODE COMPLIANCE NORTH PROJECT D.n ry O O FINAL X1'87 P TAX MAP NO.1000-2l.-3-9 SYMBOLS GENERAL NOTES ABBREVIATIONS # ISSUE/REVISION DATE 1. THIS APPLICATION FOR PERMIT IS FILED WITH THE TOWN OF ACT ACOUSTIC CEILING TILE GWB GYPSUM WALL BOARD .00 FILING SUBMISSION .11.24.2023 LEVEL SOUTHOLD BUILDING DEPARTMENT, IN CONFORMANCE WITH AFF ABOVE FINISH FLOOR THIRD FLOOR THE TOWN CODE CHAPTER 144. ALT ALTERNATE HM HOLLOW METAL DA WINDOW EL. +31'-3^ 2. THE CONTROLLING CODE IS THE 2020 BUILDING CODE OF NEW APP. APPLIANCE(S) HT HEIGHT ELEVATION ABOVE 0'-0" YORK STATE AND THE 2020 ENERGY CONSERVATION CODE OF HW HOT WATER NEW YORK STATE, IN COMBINATION WITH THE TOWN CODE. B.O. BY OTHER DRAWN BY:J.LACHAPELLE DOOR 3. TO THE BEST OF MY KNOWLEDGE THE WORK PROPOSED INCL. INLCUDING CHECKED BY:J.LACHAPELLE 1 HEREIN IS COMPLIANT WITH ALL APPLICABLE LAWS,CODES, C/C CENTER TO CENTER 10 PARTITION TYPE ELEVATION NUMBER NOTE:IN S IMA BE R NT SHEET A6 SHEET NUMBER AND REGULATIONS. CLG CEILING MECH. MECHANICAL DRAWINGS MAY BE PRINTED NOT TOSCALE CIP CAST-IN-PLACE MTL METAL CMU CONCRETE MASONRY UNIT LaChapelle Architecture PLLC 1 DRAWING LIST CONC CONCRETE NIC NOT IN CONTRACT A3 1 DETAIL NUMBER CONT. CONTINUOUS P.O.Box 1251 A4 SHEET NUMBER CONT'D CONTINUED PERP. PERPENDICULAR Mattituck,NY 11952 A1.00 DRAWING LIST,ABBREVIATIONS, SYMBOLS,&INSPECTIONS CSMT. CASEMENT PTD PAINTED (646)251-5058 jake@lachapellearchitecture.com A2.00 NOTES A3.00 SCHEDULES D.H. DOUBLE HUNG RCP REFLECTED CEILING PLAN A4.00 SCHEDULES DIM. DIMENSION L A5.00 NAILING SCHEDULE&STRAPPING DETAILS DIA. DIAMETER O.C. ON CENTER -c�R�D ARc 5 LACH y . A6.00 SITE PLAN &ZONING DATA DISC. DISCONTINUOUS C�� .f✓� q�OF A7.00 SELECTIVE DEMOLITION PLAN - BASEMENT DWG DRAWING SIM. SIMILAR STAIR DIRECTION LABELS A8.00 SELECTIVE DEMOLITION PLAN - FIRST FLOOR S.S. STAINLESS STEEL A9.00 SELECTIVE DEMOLITION PLAN-SECOND FLOOR ELEC. ELECTRIC STL. STEEL UP DN A10.00 CONSTRUCTION PLAN -BASEMENT ENG. ENGINEER A11.00 CONSTRUCTION PLAN- FIRST FLOOR EQ. EQUAL TYP. TYPICAL ® SMOKE+CARBON MONOXIDE DETECTOR Al2.00 CONSTRUCTION PLAN -SECOND FLOOREXIST. EXISTING ��P 03393 SMOKE AND CO DETECTORS SHALL COMPLY A13.00 CONSTRUCTION PLAN -ROOF V.I.F. VERIFY IN FIELD WITH UL 268,7th ADDITION A14.00 REFLECTED CEILING PLAN - FIRST FLOOR F.G. FIBERGLASS A15.00 REFLECTED CEILING PLAN -SECOND FLOOR FL FLOOR W/ WITH THERMOSTAT A16.00 NORTH &SOUTH ELEVATION SCOPE O F WORK A17.00 EAST&WEST ELEVATION AE°u,nom-fP I°H[HPPDa.H«D.H°=w fM-P n811 15 O WATER DETECTOR A18.00 SECTION ^ A19.00 SECTION THE GENERAL INTENT OF THE WORK IS TO BUILD AN ADDITION ON THIS Q HEAT DETECTOR A20,00 PART PLANS - KITCHEN &BATHROOM 1 EXISTING SINGLE-FAMILY HOME, PROVIDING A NEW KITCHEN AND -� DRAWING LIST, A21.00 INTERIOR ELEVATIONS- KITCHEN EXTENSION TO TWO EXISTING GROUND FLOOR BEOROOMSS,�O ABBREVIATIONS, A22.00 INTERIOR ELEVATIONS- PANTRY&BATHROOM 1 SECOND FLOOR BEDROOMS WILL BE ADDED ASWEEI:: = '' MATCH LINE A23.00 DETAILS - w ` I SYMBOLS, & NOTES CENTER LINE A24.00 DETAILS , A25.00 DETAILS - Noll 3 0 2023 SHEET NO: BREAK LINE M1.00 MECHANICAL SCHEDULES M2.00 MECHANICAL PLAN- FIRST FLOOR _. .., A100 M3.00 MECHANICAL PLAN - SECOND FLOOR ?' `' r.°` '` '' • SHEET 1 OF 28 REGULATORY NOTES FIXTURE & FINISH NOTES COORDINATION NOTES CRAWFORD 1. THIS SINGLE-FAMILY HOME OCCUPANCY CLASSIFICATION IS 1. THE OWNER WILL PROVIDE THE CONTRACTOR AN'OWNER'S LIST 1. ALL WORK TO BE PERFORMED BY LICENSED TECHNICIANS TO RESIDENCE RESIDENTIAL GROUP R-3 UNDER BC CHAPTER 3. OF FIXTURES AND FINISHES',WHICH IS SUBJECT TO CHANGE.THE ACCOMPLISH THE WORK AS OUTLINED IN THIS SET OF 620 AQUAVIEW AVENUE CONTRACTOR IS RESPONSIBLE FOR PURCHASING THESE FIXTURES DRAWINGS AND AS MAY BE REQUIRED BY THE WORK.ALL EAST MARION,NY 11939 2. THIS STRUCTURE IS CLASSIFIED AS CONSTRUCTION TYPE V(B) AND FINISHES AND FOR COORDINATION AND PURCHASE OF ALL PLUMBING AND ELECTRICAL WORK SHALL BE CERTIFIED BY (UNPROTECTED WOOD FRAME)UNDER BC TABLES 601 AND ACCESSORIES,ALL RELATED WORK, DELIVERY AND INSTALL. PERSONS LICENSED IN THEIR TRADES,WHO SHALL ARRANGE 6023HE STRUCTURAL MODIFICATIONS TO THE MAIN HOUSE 2. IN ALL CASES CONTRACTOR IS RESPONSIBLE FOR RECEIPT OF FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN-OFFS.ALL -: INCLUDED HEREIN MAKE THIS A LEVEL 2 ALTERATION UNDER DELIVERIES,CHECKING DELIVERIES, FOR REJECTING ANY DAMAGED WORK SHALL BE DONE CAREFULLY AND NEATLY, INA ® k EXISTING BUILDING CODE (EBC)CHAPTER 6.REQUIREMENTS OF OR INCORRECT DELIVERIES,AND FOR RETURNS AND REORDERS. SYSTEMATIC MANNER. TRUE o BC CHAPTER 7 AND 8 APPLY AS A RESULT. 3. IN CASES WHERE THE OWNER CHOOSES TO PURCHASE ANY NORTH O Q 118q ❑ GOODS THE CONTRACTOR SHALL NOTE THAT THE OWNER WILL 2. IN ADDITION TO THE REQUIREMENTS OF THE APPLICABLE o 00 3. THE PROPOSED STRUCTURAL MODIFICATIONS TO THE EXISTING NOT BE ON SITE TO TAKE DELIVERY OF OWNER-ORDERED GOODS, BUILDING CODES,ALL WORK MUST CONFORM TO FIRE ® a ❑ HOUSE WILL BE PERFORMED IN CONFORMANCE WITH THE SO NOTE 2 ABOVE APPLIES.CONTRACTOR IS OBLIGATED TO DEPARTMENT REGULATIONS,UTILITY COMPANY PROJECT x.mx.[® 0 0 O REQUIREMENTS OF'EXISTING BUILDING CODE'SECTION 806 FOR IMMEDIATELY NOTIFY OWNER IF THE OWNER-ORDERED GOODS REQUIREMENTS,AND BEST TRADE PRACTICES. c"is�H ALTERATIONS LEVEL 2. STRUCTURAL OBSERVATION IS NOT ARE DAMAGED OR INCORRECT,AND CONTRACTOR SHALL REQUIRED UNDER BC 1704.6 BECAUSE THE BUILDING IS NOT IN REORDER. RETURNS OF OWNER-PURCHASED GOODS WILL BE 3. CONTRACTOR SHALL TAKE THEIR OWN DIMENSIONS AND FIELD TAX MAP NO.1000-2L-3-9 THE INDICATED RISK CATEGORIES AND NOT A HIGH-RISE MADE BY CONTRACTOR. VERIFY ALL DATA CONTAINED HEREIN.THE DIMENSIONAL DATA # ISSUE/REVISION DATE BUILDING. 4. IN ALL CASES CONTRACTOR SHALL BE RESPONSIBLE FOR CONTAINED IN THIS DRAWING SET ARE FOR INFORMATION PREPARATION OF SURROUNDING WORK FOR INSTALLATION, ONLY.THE BUILDING IS NOT SQUARE OR PLUMB SO VARIATION .00 FILING SUBMISSION 08.01.2023 4. PROPOSED GWB FINISHES MUST COMPLY WITH BC CHAPTER 8. COORDINATION OF ALL PLUMBING, ELECTRICAL,AND ANY OTHER EXISTS IN THE DIMENSIONS OF THE EXISTING BUILDING.AS A TAPED, PRIMED,AND PAINTED GWB IS ALLOWED UNDER BC 803 RELATED WORK,PROVISION OF ALL NECESSARY ACCESSORY RESULT DIMENSIONS OF NEW CONSTRUCTION MAY VARY FROM AND QUALIFIES AS A CLASS-A MATERIAL WITH FLAME SPREAD MATERIALS,AND ACCEPTABLE INSTALLED PRODUCT. THOSE SHOWN.CONTRACTOR SHALL NOTIFY ARCHITECT OF INDEX LESS THAN 25 AND SMOKE-DEVELOPED INDEX BELOW 5. KITCHEN CABINETRY WILL BE PURCHASED BY BY OWNER FROM DISCREPANCIES AS THEY ARISE. 450.THIS EXCEEDS THE REQUIREMENTS OF BC TABLE 803.13 FOR RIVERHEAD BUILDING SUPPLY OR SIMILAR SUPPLIER. THIS OCCUPANCY R-3. CONTRACTOR IS RESPONSIBLE FOR PREPARATION OF A SUITABLY 4. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE DRAWN BY:J.IACHAPELLE CONTINUOUS, LEVEL,AND PLUMB SUBSTRATE,COORDINATION FIELD PRIOR TO COMMENCING WORK,AND SHALL REPORT ANY CHECKED BY:J.LACHAPELLE S. THE WORK PROPOSED HERE MUST CONFORM TO ECCNYS R503 OF ALL PLUMBING, ELECTRICAL,AND HVAC WORK, INSTALLATION DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS EET REQUIREMENTS FOR ALTERATIONS. DRAWINGS HIS IMAY A BE PRINTED D NOT OF CABINETS AND COUNTERS,AND PROVISION OF ALL TO THE ARCHITECT. DRAWINGS MAYBE PRINTED NOT TO SCALE NECESSARY ACCESSORY MATERIALS TO ACHIEVE ACCEPTABLE 6. CONTRACTOR TO SCHEDULE AND PROVIDE ACCESS REQUIRED INSTALLED PRODUCT.CONTRACTOR TO OBTAIN CABINET SHOP 5. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT LaChapelle Architecture PLLC FOR ALL INSPECTIONS.WORK MUST REMAIN ACCESSIBLE AND DRAWINGS FROM OWNER IN ORDER TO COORDINATE THE WORK. NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE P.O.Box 1251 EXPOSED UNTIL INSPECTED AND ACCEPTED IN WRITING BY THE 6. COUNTERTOP MATERIAL FOR KITCHEN AND BATHROOMS WILL BE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE INSPECTOR. PURCHASED BY OWNER AND INSTALLED BY CONTRACTOR. DRAWINGS. Mattituck,NY 11952 7. PLUMBING FIXTURES WILL BE PURCHASED BY CONTRACTOR (646)251-5058 jake@lachapellearchitecture.com 7. CONTRACTOR MUST COMPLY WITH ALL BUILDING DEPARTMENT PURSUANT TO OWNER'S LIST. 6. CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES RULES OF OPERATION (SUCH AS HOURS OF ACTIVITY)AND 7.1. TOILETS ARE LIKELY TO BE FLOOR-MOUNTED 2-PIECE WITH REQUIREMENTS OF LOCAL AUTHORITIES AND OWNER. INSURANCE REQUIREMENTS. MODELS THROUGHOUT. 7.2. SHOWER BASES WILL BE 32°x60° INSERTS. 7. CONTRACTOR SHALL COORDINATE WITH OWNER'S SURVEYOR ��RE D1 Ap C, 8. CONTRACTOR SHALL NEITHER INTERRUPT NOR RELOCATE 8. LIGHT FIXTURES WILL BE PURCHASED BY CONTRACTOR PURSUANT IN ADVANCE TO PROVIDE FOUNDATION SURVEY AS SOON AS H'I BUILDING SERVICES WITHOUT WRITTEN REQUEST TO THE TO OWNER'S LIST. CONCRETE IS PLACED,AND SUBMIT TO SOUTHOLD BUILDING OWNER AND RECEIPT OF WRITTEN CONSENT. 9. VENTILATION FANS FOR BATHROOMS WILL BE PURCHASED BY DEPARTMENT. CONTRACTOR PURSUANT TO OWNER'S LIST. USE PANASONIC 9. CONTRACTOR SHALL FILE ALL NECESSARY CERTIFICATES WITH FV-1115VK2(MAX 0.7 SONES @ 150 CFM)OR SIMILAR. 8. PRIOR TO COMMENCING OPERATIONS ON SITE THE THE REGULATING AGENCIES, PAY ALL FEES,OBTAIN ALL PERMITS 10. CEILING FANS WILL BE PURCHASED BY CONTRACTOR PURSUANT CONTRACTOR SHALL PROVIDE BOTH OWNER AND ARCHITECT AND PROVIDE ANY AND ALL BONDS REQUIRED BY ANY PUBLIC TO OWNER'S LIST. THEIR 'ACORD'INSURANCE FORM LISTING THE FOLLOWING 03393 AGENCY IN ORDER TO DO THE WORK HEREIN DESCRIBED, 11. VENTILATION HOOD FOR KITCHEN RANGE WILL BY CONTRACTOR PARTIES AS ADDITIONALLY INSURED: F OF N C'Tl PURSUANT TO OWNER'S LIST. - ROBERT D.CRAWFORD&WILMA F.CRAWFORD,TRUSTEES 12. FLOOR AND WALL TILE WILL BE PURCHASED BY CONTRACTOR OF THE ROBERT D.CRAWFORD AND WILMA F.CRAWFORD PURSUANT TO OWNER'S LIST.CONTRACTOR TO COORDINATE REVOCABLE TRUST AGREEMENT DATED OCTOBER 11,2022, QUANTITIES. AND ANY AMENDMENTS THERETO MNb DMN90DMINpq x[N DIYMk[MDP MNx91N[f0.0P[xrv0!SN J[f CM[C[CP[Pl[D N[04Nt[N DPY/N[fNW[RPPW[Ct lDDNMxxR P PP[PM[D� [NCCNK4 NOCNMDU,�LRMipp,W Dx.[[gNDM1P[MD[DC`[rt DY ULMP[LLf -LACHAPELLE ARCHITECTURE PLLC ro `" � ....�"""° 13. 2 REFRIGERATORS FREEZER RANGE AND MICROWAVE WILL BE ;rax°':"'°'�MDx",.°^,D'P'^'�,,DN,��x°�^°^a[N°°�[[�.Y , , , MfxD,MINDu[[X[YMa[Ucw[xf al Y°XMR[[M°MI[c[uP[PLLC PROVIDED BY OWNER FOR INSTALLATION BY CONTRACTOR. THE CONTRACTOR MAY NOT BEGIN SITE OPERATIONS OF ANY 14. ELECTRIC BASEBOARD HEATERS ARE TO BE PROVIDED BY KIND UNTIL THE ABOVE IS PROVIDED. CONTRACTOR. PROVIDE SUBMITTAL(CUTSHEET)TO OWNER FOR NOTES REVIEW AND APPROVAL. 9. NOTE THAT WINDOWS ARE SCHEDULED AS'GANGED'PAIRS 15. INTERCONNECTED SMOKE AND CARBON MONOXIDE DETECTION AND TRIPLES. IF AT TIME OF DEMOLITION IT IS DISCOVERED EQUIPMENT MUST BE PROVIDE BY CONTRACTOR AND MUST THAT EXISTING CONSTRUCTION HAS FRAMED DIVISION CONFORM WITH 'EXISTING BUILDING CODE'SECTIONS 803 AND BETWEEN SINGLE WINDOWS PLEASE CONSULT WITH OWNER SHEET NO: 804. AND ARCHITECT TO COORDINATE WINDOW, HEADER,AND A2mOO OTHER REQUIREMENTS. SHEET 2 OF 25 WINDOW SCHEDULE, ENERGY CODE COMPLIANCECRAWF®RD U-FACTOR/R-VALUE SHGC RESIDENCE ID ASSEMBLY MAKE/MODEL DIMENSIONS HARDWARE NOTES QTY ECCNYS PROPOSED ECCNYS PROPOSED 620 AQUAVIEW AVENUE DA INSWING HOPPER WINDOW ANDERSEN 400 30'W x 10"h PER OWNER LOW-E4;NO MUNTINS 1 0.32 0.30(PASS) 0.40 0.28(PASS) EAST MARION,NY 11939 © (2)GANGED D.H.WINDOW ANDERSEN 400 TW34410 84"w x 60"h PER OWNER LOW-E4 2 0.32 0.30(PASS) 0.40 0.28(PASS) © (2)GANGED D.H.WINDOW ANDERSEN 400 TW38410 92"w x 60"h PER OWNER LOW-E4,ORDER WIDER IF AVAIL. 1 0.32 0.30(PASS) 0.40 0.28(PASS) �D D.H.WINDOW ANDERSEN 400 TW34410 42'W x 60"h PER OWNER LOW-E4 1 0.32 0.30(PASS) 0.40 0.28(PASS) TRU® o NORTH 0 q E ♦ (2)GANGED D.H.WINDOW ANDERSEN 400 TW30410 74"w x 60"h PER OWNER LOW-E4 8 0.32 0.30(PASS) 0.40 0.28(PASS) o 18 � �F D.H.WINDOW ANDERSEN 400 TW2432 36"w x 40"h PER OWNER LOW-E4,TEMPERED(WET LOC.) 1 0.32 0.30(PASS) 0.40 0.28(PASS) 0 © (3)GANGED CSMT.WINDOW ANDERSEN 400 CW345 86"W x 54"h PER OWNER LOW-E4,MUNTINED TO MIMIC D.H. 1 0.32 0.30(PASS) 0.40 0.28(PASS) PROJECT O ^^" O NORTH HO (3)GANGED D.H.WINDOW ANDERSEN 400 TW3042 110"w x 54"h PER OWNER LOW-E4,TEMPERED(ADJ.DOOR) 1 0.32 0.30(PASS) 0.40 0.28(PASS) (1.87') DI (3)D.H.WINDOW ANDERSEN 400 TW34410 126"w x 60"h PER OWNER LOW-E4 1 0.32 0.30(PASS) 0.40 0.28(PASS) TAX MAP N0.1000-21:3-9 JO♦ (2)GANGED CSMT.WINDOW ANDERSEN 400 CW245 56"W x 54"h PER OWNER LOW-E4,MUNTINED TO MIMIC D.H. 3 0.32 0.30(PASS) 0.40 0.28(PASS) # ISSUE REVISION DATE OK (2)GANGED D.H.WINDOW ANDERSEN 400 TW2442 56"W x 54"h PER OWNER LOW-E4 1 0.32 0.30(PASS) 0.40 0.28(PASS) .00 FILING SUBMISSION 11.24.2023 © (2)GANGED CSMT.WINDOW ANDERSEN 400 CW245 56"w x 54"h MOTORIZED ACTUATOR LOW-E4,MUNTINED TO MIMIC D.H. 1 0.32 0.30(PASS) 0.40 0.28(PASS) ® FIXED SEMI-ROUND WINDOW ANDERSEN 400 19"dia. PER OWNER LOW-E4,MUNTINED PER ELEVATION 3 0.32 0.30(PASS) 0.40 0.28(PASS) NO AWNING WINDOW ANDERSEN 400 AR51 60"w x 17"h PER OWNER MUNTINED, DOUBLE-GLAZED 2 DRAWN BY:J.LACHAPELLE CHECKED BY:J.LACHAPELLE WINDOW NOTES NOTE:THIS IS AN 1111 x 17"SHEET 1. PROVIDE LARGEST WINDOW FEASIBLE WITHIN EXISTING FRAMING;SUBMIT A LIST OF ROUGH 3. SEE MATERIALS SPECIFICATION FOR ADDITION INFORMATION. DRAWINGS MAY BE PRINTED NOT TO SCALE OPENINGS AND PROPOSED WINDOW SIZES PRIOR TO PURCHASE FOR OWNER/ARCHITECT REVIEW.INCLUDE ACCESSORIES AND OPTIONS FOR EACH WINDOW FOR OWNER • COMPLY w/R310 FOR EMERGENCY EXIT OPENINGS LaChapelle Architecture PLLC CONFIRMATION. P.O.Box 1251 2. WINDOWS AT EXISTING HOUSE ARE NOT'GANGED'FOR THE MOST PART, BUT ARE INDIVIDUAL Mattituck,NY 11952 DOUBLE HUNG UNITS INSTALLED INDEPENDENTLY WITH 2x FRAMING BETWEEN THEM.THE (646)251-5058 jake@lachapellearchitecture.com FRAMING SHOULD BE LEFT IN PLACE AND WINDOWS ORDERED ONLY ONCE ALL CONDITIONS ARE EXPOSED AND IDENTIFIED. ENERGY CODE COMPLIANCE (CONT.) U-FACTOR/R-VALUE SHGC ��D gRoF'Si� ID ASSEMBLY MAKE/MODEL DIMENSIONS HARDWARE NOTES QTY ECCNYS PROPOSED ECCNYS PROPOSED r <<<n 1> NOM.6"EXTERIOR PARTITION 5.5"MINERAL WOOL - 20 or 13+5 a >23(PASS) 2 BASEMENT WALL 2"EXPANDED POLYSTYRENE(XPS) - 10/13b 12(PASS) BASEMENT SLAB 2"EXPANDED POLYSTYRENE(XPS) - 10, 12(PASS) �T�� 03393 ROOF 7.5"SPRAY FOAM - 49 52(PASS) NEVI a-R20 CAVITY OR R13 CAVITY+R5 CONTINUOUS b-R10 CONTINUOUS OR R13 CAVITY ON INTERIOR c-PROVIDE PERIMETER INSULATION PER CODE xb Dx0.w1M1D ISM Ixa[xvM[m 0[s[wF[AxD Moo'ai[Dw.n�iu,OODauflbXa lar aeNawD[acevr orwcxv AS REQUIRED BY ECCNYS TABLE R402.1.2 THE NEW PERIMETER WALL ASSEMBLY MUST ACHIEVE BLOWER DOOR:AS REQUIRED BY ECCNYS R402.4.1.2 THE ADDITION IS TO BE TESTED AND VERIFIED AS TM� v n D[[AaMn"a`oa oa=°m""p;o[m ao,R'a� R-20.THE NEW ROOF ASSEMBLY MUST ACHIEVE R-09.THE NEW BASEMENT WALL AND SLAB MUST HAVING AN AIR LEAKAGE RATE NOT EXCEEDING 3 AIR CHANGES PER HOUR.TESTING SHALL BE ACHIEVE R-10 CONTINUOUS. PROPOSED ASSEMBLIES EXCEED THESE VALUES. CONDUCTED IN ACCORDANCE WITH RESNET/ICC 380,ASTM E779 OR ASTM E1827 AND REPORTED AT A PRESSURE OF 0.2 INCH WATER GAUGE(50 PASCALS).IN PREPARATION FOR TESTING CONTRACTOR IS TO SCHEDULES IN ACCORDANCE WITH R503.1.1.2 EXISTING CEILING,WALL,OR FLOOR CAVITIES EXPOSED DURING ISOLATE AND SEAL ADDITION FROM EXISTING HOUSE.[DEPRESSURIZE EACH SPACE TO-50 PASCAL AND CONSTRUCTION OF AN ALTERATION NEED NOT MEET THE REQUIREMENTS OF THE ECCNYS, ELIMINATE AIR FLOW BETWEEN THE TWO SPACES.OWNER WILL PROVIDE AND PAY FOR TESTING, PROVIDED THAT THE EXPOSED CAVITIES ARE COMPLETELY FILLED w/INSULATION. CONTRACTOR GUARANTEES RESULT.] SHEET NO: SEAL ALL IC-RATED RECESSED LIGHTING FIXTURES AT HOUSING/INTERIOR FINISH AND LABEL TO INDICATE A3,00 5 2.0 CFM LEAKAGE AT 75 PA. SHEET 3 OF 28 DOOR SCHEDULE, ENERGY CODE COMPLIANCECRAWFORD U-FACTOR/R-VALUE SHGC RESIDENCE ID ASSEMBLY MAKEIMODEL DIMENSIONS HARDWARE NOTES PANELS ECCNYS PROPOSED ECCNYS PROPOSED 620 AQUAVIEW AVENUE 0• BASEMENT EGRESS DOOR TBD 24"x 30" PER MFR. RH,INSULATED H.M. 1 0.32 <0.32(PASS) EAST MARION,NY 11939 FRONT STORM DOOR LARSON 36"x 84" ENTRY wl DEADBOLT RH,GLAZED,VSNTED 1 0 FRONT ENTRY DOOR JELD-WEN ARCH'L COLL. 36"x 84" ENTRY w/DEADBOLT RH,LOW-E,FULL VIEW 10-LIGHT 1 0.32 0.31 (PASS) 0.40 0.25(PASS) ® REAR ENTRY&STORM DOOR JELD-WEN ARCH'L COLL. 36"x 96" ENTRY w/DEADBOLT RH,LOW-E,z VIEW 2-PANEL 6-LIGHT 1 0.32 0.27(PASS) 0.40 0.19(PASS) SLIDING GLASS DOOR ANDERSEN 400 72"x 84" PER OWNER LOW-E4 1 0.32 <0.32(PASS) 0.40 <0.40(PASS) NORTH O O DIJ q O © BASEMENT DOOR RBS/MASONITE 30"x 84" PER OWNER RHR,SOLID CORE 2-PANEL,CLEAR FIN_. 1 O ® ° CO3 Do DOOR NOTES POWDER ROOM DOOR RBS/MASONITE 28"x 84" PRIVACY RH,SOLID CORE 2-PANEL,CLEAR FIN. 1 PROJECT �* _ E3 0 1. MOCK UP:AT THE START OF THE PROJECT NORTH ® LAUNDRY BI-FOLD DOORS RBS/MASONITE 69'x 84" OVERHEAD TRACK SOLID CORE 2-PANEL,CLEAR FIN. 4 THE CONTRACTOR IS TO PROVIDE MOCK-UPS cLOTD> 9) CORRIDOR DOOR EXIST. 30"x 84" EXIST. REMOVE AND REPLACE FRAME/TRIM 1 OF COMPLETE DOOR FINISH FOR OWNER TAX MAP NO.1000.2L39 REVIEW UNTIL APPROVAL.MOCK-UP IS TO BE 10 BEDROOM 1 DOOR RBS/MASONITE 30"x 84" PRIVACY LH,SOLID CORE 2-PANEL,CLEAR FIN. 1 RETAINED ON SITE FOR DURATION AS A # ISSUE/REVISION DATE BASIS FOR MATCHING OTHER CLEAR 11 BEDROOM 1 BI-FOLD DOORS RBS/MASONITE 60"x 84" OVERHEAD TRACK SOLID CORE 2-PANEL,CLEAR FIN. 4 FINISHES SUCH AS INTERIOR WINDOW TRIM, .00 FILING SUBMISSION 00.01.2023 12 BEDROOM 1 BI-FOLD DOORS RBS/MASONITE 60"x 84" OVERHEAD TRACK SOLID CORE 2-PANEL,CLEAR FIN. 4 BASEBOARDS,ETC. 2. PROVIDE TEMPERED GLAZING AT DOORS. 13 LINEN CLOSET DOOR RBS/MASONITE 26"x 84" PASSAGE LHR,SOLID CORE 2-PANEL,CLEAR FIN. 1 3. SEE MATERIALS SPECIFICATION FOR 14 STAIR DOOR RBS/MASONITE 39'x 84" PER OWNER LH,SOLID CORE 2-PANEL,CLEAR FIN. 1 ADDITIONAL INFORMATION. 15 BATHROOM 1 DOOR RBS/MASONITE 30"x84" PRIVACY LH,SOLID CORE 2-PANEL,CLEAR FIN. 1 • COMPLY w/R310 FOR EMERGENCY EXIT DRAWN BY:J.LACHAPELLE CHECKED BY:J.LACHAPELLE 16 BEDROOM 2 DOOR RBS/MASONITE 30"x 84" PRIVACY RH,SOLID CORE 2-PANEL,CLEAR FIN. 1 OPENINGS CHECNOTE:KED IS AN 11"x 17"SHEET 17 BEDROOM 2 BI-FOLD DOORS RBS/MASONITE 48"x 84" OVERHEAD TRACK SOLID CORE 2-PANEL,CLEAR FIN. 4 DRAWINGS MAYBE PRIMED NOT TO SCALE 18 BEDROOM 2 BI-FOLD DOORS RBS/MASONITE 48"x 84" OVERHEAD TRACK SOLID CORE 2-PANEL,CLEAR FIN. 4 LaChapelle Architecture PLLC 19 BEDROOM 3 BI-FOLD DOORS RBS/MASONITE 44"x 84" OVERHEAD TRACK SOLID CORE 2-PANEL,CLEAR FIN. 4 P.O.Box 1251 Mattituck,NY 11952 20 STORAGE POCKET DOOR JOHNSON 1500SC TRACK 36"x 84" MORTISED PULL SOLID CORE 2-PANEL,CLEAR FIN. 1 (646)251-5058 jatuck,Nhap 1952chitecture.com 21 BEDROOM 4 BYPASS DOORS RBS/MASONITE 52"x 84" OVERHEAD TRACK SOLID CORE 2-PANEL,CLEAR FIN. 2 22 BEDROOM 3 POCKET DOOR JOHNSON 2000SC TRACK 60"x 84" MORTISED PULL SOLID CORE 2-PANEL,CLEAR FIN. 2 23 BEDROOM 4 POCKET DOOR JOHNSON 2000SC TRACK 60"x 84" MORTISED PULL SOLID CORE 2-PANEL,CLEAR FIN. 2 E D R .. 24 BATHROOM 2 DOOR RBS/MASONITE 30"x 84" PRIVACY RH,SOLID CORE 2-PANEL,CLEAR FIN. 1 25 STORAGE DOOR RBS/MASONITE 30"x 84" PRIVACY LHR,SOLID CORE 2-PANEL,CLEAR FIN. 1 <�� fiT Cs (� 26 BALCONY POCKET DOOR JOHNSON 2000SC TRACK 60"x 84" MORTISED PULL TEMP'D 10-LITE GLAZING,CLEAR FIN. 2 LIGHT FIXTURE SCHEDULE ° ��0F N E`�'1. 0339''3 0 ID FIXTURE TYPE MAKEIMODEL TEMPERATURE WET LOCATION FULL CUTOFF NOTES AA EXTERIOR SCONCE TBD MAX.3,000K YES YES NAUTICAL LANTERN SCONCE,WEATHER/CORROSION RESISTANT A¢CM[CN�RCPLLD R[DNDItFsf aPYm[}xvllx[PRM[CIiDRNMKx R PPRtPAI¢DW IG�116�1 DURAVM KIUY0.�i mv9 MY,6 Mapt[Ys[PI DYIPDIW[LLf BB EXTERIOR RECESSED WAC R4FS-WT 2,700K YES YES WHITE FINISH,SET FLUSH INTO CEILING;AIM AT WALL AS APPLICABLE ";„_ DixO.unKA NTIoull.KxWRww>[. McxR[cNR[PLLC ommaDx,son uau.uu'�xrecrvvivuc CC INTERIOR PENDANT TBD 2,700K YES N/A FINISH PER OWNER;SELECT J-BOX SO THAT COVER IS FULLY HIDDEN BY FIXTURE DD INTERIOR SCONCE TBD 2,700K YES N/A WHITE FINISH;SELECT J-BOX SO THAT COVER IS FULLY HIDDEN BY FIXTURE SCHEDULES EE INTERIOR RECESSED WAC R3ARDL-F-827-WT 2,700K NO N/A WHITE FINISH,TRIMLESS-TAPED INTO CEILING GWB FINISH FF INTERIOR RECESSED-WET TBD 2,700K YES N/A WHITE FINISH,LOW-PROFILE FLANGE SHEET N0: GG LINEAR UNDER-CABINET TBD MAX.3,000K NO N/A WHITE FINISH,MOUNT BALLAST ON TOP OF CABINETS AS REQUIRED BY ECCNYS R503.1.4 NEW LIGHTING SYSTEMS MUST CONFORM TO SECTION R404.1:ALL NEW FIXTURES WILL CONTAIN HIGH-EFFICIENCY LAMPS. A4mOO SHEET 4 OF 25 STRAPPING DETAILS CONSTRUCTION NOTES NAILING SCHEDULE CRAWFORD RESIDENCE 1. PROVIDE HURRICANE STRAPPING BY SIMPSON OR EQUAL AT 1. ALL WORK SHALL CONFORM TO THE AF&PA WOOD FRAME 1. NAILING PER NYS CODE;INCLUDING(5)10d NAILS AT SILL AND EXISTING AND NEW CONSTRUCTION CONSTRUCTION MANUAL 2015 HIGH WIND EDITION PLATE OF ALL 2x6 STUDS 620 AQUAVIEW AVENUE 2. PROVIDE(8)8d COMMON NAILS IN EACH END OF 14'20 GA. 2. DESIGN LOADS AS FOLLOWS: 2. USE GALVANIZED FASTENERS FOR ALL FRAMING EAST MARION,NY 11939 GALVANIZED STRAP FOR LATERAL/SHEAR CONNECTIONS AT LIVE LOAD: PER TABLES R301.5&R301.6 3. USE 6d NAILS @ 12'O.C. FOR EXTERIOR SHEATHING, EXCEPT USE RAFTER/ROOF-TO-WALL,WALL-TO-WALL,AND DEAD LOAD: PER R301.3 8d NAILS @ 4" O.C.FOR PERIMETER OF EACH SHEATHING SHEET WALL-TO-FOUNDATION CONNECTIONS IN CONFORMANCE w/ SNOW LOAD:20 PSF GROUND SNOW LOAD PER FIG.R301.2(6) ® WWI' TABLE 3.3b OF LATEST EDITION OF WOOD FRAME WIND EXPOSURE CATEGORY'C'FOR 130 MPH 3 SECOND GUST PER ROOF FRAMING ; CONSTRUCTION MANUAL(WFCM)FOR 120 MPH FASTEST WIND R301.2.1.4&FIG. R301.2(5)A RAFTER TO TOP PLATE TOE-NAIL 3 PER RAFTER TRUE O SPEED CLG JOIST TO TOP PLACE TOE-NAIL 3 PER JOIST NORTH 4 0 o q ❑ 0 LOCATION LIVE DEAD DEFLECTION LIMIT CLG JOIST TO PARALLEL RAFTER FACE-NAIL 3 EACH LAP o �� 1ST FLOOR 40 PSF 12 PSF L/360 CLG JOIST LAPS OVER PARTITION FACE-NAIL 3 EACH LAP ® C3 * o 2ND FLOOR 40 PSF 12 PSF L/360 RIDGE STRAP EACH END 2 EACH END PROJECT ROOF 16 PSF 15 PSF L/360 BLOCKING TO RAFTER TOE-NAIL 2-8d EACH END (1.87!) NORTH ROOF RIM BOARD TO RAFTER END-NAIL 2-16d EACH END ASSEMBLY FOUNDATIONS&FOOTINGS TAX MAP NO.1000-21-3-9 1. ASSUMED SOIL BEARING CAPACITY=1,500 PSF' WALL FRAMING n ISSUE/REVISION DATE 2. CONCRETE TO BE 3,500 PSI @ 28 DAY TEST;REINFORCE TOP PLATE TO TOP PLATE FACE-NAIL 2-16d PER FOOT THROUGHOUT TOP PLATES AT INTERSECTIONS FACE-NAIL 4-16d EACH SIDE .00 FILING SUBMISSION 08.01.2023 3. NEW FOOTINGS TO REST ON UNDISTURBED EARTH,WHERE STUD TO STUD FACE-NAIL 2-16d 24'O.C. CONFIRMED TO BE FULLY INORGANIC. EXCAVATE AND REPLACE HEADER TO HEADER FACE-NAIL 16d 16" O.C. WITH 6"CLEAN COMPACTED FILL OR BANK RUN WHERE DEEMED TOP OF BOTTOM PL TO STUD END-NAIL 2-16d PER 2x4 NECESSARY. 3-16d PER 2x6 FLOOR FRAMING BOTTOM PLATE TO FLOOR JOIST 4-16d PER 2x8 DRAWN BY:J.LACHAPELLE 1. FRAMING LUMBER TO BE DOUGLAS FIR/LARCH STAMPED CHECKED BY:J.LACHAPELLE ASSEMBLY . STRUCTURAL GRADE N0.2 OR BETTER BAND JOIST, END JOIST,OR BLOCKING FACE-NAIL 2-16d PER FOOT NOTE:THIS IS ANII"x17"SHEET 2. SHEATHING TO BE APA-RATED, EXPOSURE 1 DRAWINGS MAY BE PRINTED NOT TO SCALE 3. SUB-FLOORING TO BE APA-RATED, EXPOSURE 1 FLOOR FRAMING 4. AT HEADERS OVER 6'PROVIDE DOUBLE UPRIGHTS;AT HEADERS JOIST TO SILL,TOP PLATE LaChapelle Architecture PLLC OVER 9' PROVIDE TRIPLE UPRIGHTS TO GIRDER TOE-NAIL 4-8d PER JOIST P.O.Box 1251 5. HEADERS TO BE 2x8 MINIMUM OR AS INDICATED BRIDGING TO JOIST TOE-NAIL 2-8d EACH END Mattituck,NY 11952 PLUMBING RISER DIAGRAM 6. PROVIDE DOUBLED FRAMING AT ALL OPENINGS INCLUDING BLOCKING TO JOIST TOE-NAIL 2-8d EACH END STAIRS, ETC. BLOCKING TO SILL/TOP PLATE FACE-NAIL 3-16d EACH BLOCK (646)251-5058 jake@lachapellearchitecture.com J 7. PROVIDE SOLID BLOCKING AT ALL FLOOR JOISTS AND ROOF LEDGE STRIP TO BEAM FACE-NAIL 3-16d EACH JOIST RAFTERS AT MAX.8'-0°, PROVIDE 2" SPACE FOR AIR CIRCULATION JOIST ON LEDGE TO BEAM FACE-NAIL 3-8d PER JOIST ---T----- 4"CAST IRON AT ROOF --------------------- I BAND JOIST TO JOIST END-NAIL 3-8d PER JOIST 1 BATHROOM 2 EXTENDER 8. PROVIDE 2x6 STUD FRAMING,TYPICAL R`D { BAND JOIST TO SILL/TOP PLATE TOE-NAIL 2-16d PER FOOT SSE 1�t SHOWER; TOILET LAV i I CAST IRON ROOF SHEATHING 4 C �x J I STRUCTURAL PANELS 8d TABLE 3.8 EXTENDER DIAGONAL BOARD SHEATHING: 1"x6" OR 1°x8" 2-8d PER RAFTER ^ 2ND FLOOR 1°x10" OR WIDER 3-8d PER RAFTER �,�Lo 03393 �?�� CEILING SHEATHING OF N�� 4O --------------------------T----- ------I GYPSUM WALLBOARD COOLERS 5d 7° EDGE BATHROOM 1 LAUNDRY POWDER i KITCHEN 10" FIELD WALL SHEATHINGw oucurtaimauvco.unw,mro. im 1—IN ovu�'cx�"n. CLOTHESI I STRUCTURAL PANELS 8d TABLE 3.9 I I I DISH WASHER HOWER I TOILET LAV LAV WASHER TOILET LAV IFIBERBOARD PANELS I i SINK 7/16",25/32' 8d 3'EDGE 6° FIELD NAILING SCHEDULE& ' El I I PARTICAL BOARD 8d TABLE 3.9 STRAPPING DETAILS I 1ST FLOOR FLOOR SHEATHING STANDPIPE STRUCTURAL PANELS <1' 8d 6" EDGE SHEET NO: 12n FIELD I A5mOO USE PEX TYPE W ONLY NEW BACKFLOW EXIST.4"HOUSE TRAP STRUCTURAL PANELS >1° 10d 1 EDGE FOR WATER SUPPLY PREVENTER TO SEPTIC 12 FIELD I SHEET 5 OF 25 i CRAWFORD RESIDENCE THIS SKETCH IS PROVIDED TO DIAGRAM 620 AQUAVIEW AVENUE NOV 8 2023 SCOPE OF REMOVALS AND REPLACEMENTS. 'EAST MARION.NY 11939 LINE'OF PORCH ABOVE I - --------------- "Y IRUE NORTH °o o 'OB 4- - - - - - - - - ------- (D EXISTING COLUMNS,GIRDERS,FLOOR NORTH PRO,ECT 0 STRUCTUREABOVE TO REMAIN al-ST-77-11 /MST./ -&OIOISTS--i/I -----�2xB JO STS-- 2x8`JOIST TA.X NILAP V.0 1000�2L-'9 -1/ @ 61-O.C.10 ' 16-0 PC 6.c. i @ REF. ISSAE DATE EXIST.9 CONCRETE BLOCK SAWCUT EXIST.WALL TO PROVIDE 36'CLEAR DOOR TO NEW BASEMENT SPACE,TYP. oo S�COPE DIAGRAM FOUNDATION WALL TO REMAIN 1 EXIST.200 AMP ELECTRICAL EXIST,BRICK FIREPLACE FOUNDATIONF TO REMAIN BREAKER PANEL TO REMAIN L L -1 EXIST.GAS HEATER @ CLG.TO REMAIN RELOCATE EXIST.ELECTRIC HOT WATER HEATER DRAWN BY J LACHAPELLE CHECKED L-y i U-C� NOTE THIS tS AN 17'SHEO EXIST.STAIRS,RAILINGS,GWB TO REMAIN DRA%"%GS MAY BE PRIMM NOT TO VALE EXIST.PLUMBING LATERALS TO REMAIN REMOVE EXIST,BASEMENT WINDOWS LaChapelle Architecture PLLC RELOCATE EXISTING DOMESTIC WATER P.O.Box 1251 PRESSURE TANK MaWwck NY 11952 EXIST.WORKBENCH:MOVE AS NECESSARY TO ACCOMODATE NEW CONSTRUCTION (646)251-5058 jakeglachapellearch�,ecturexom I Q Ay pj_H.4 Fyii REMOVE EXIST.CONCRETE SLAB-ON-GRADE AND FOOTING I EXIST.8"CONCRETE BLOCK FOUNDATION ci�(�� `` .-'� I WALL,TYP-(APPROX.9-TOTAL THICKNESS w/PARGING;VARIES) LINE OF PRESUMED EXIST.FOOTING BELOW A/0 3 OF N L———————— I I TRUE I I NORTH SCOPE DIAGRAM: I I BASEMENTPLAN I LINE OF PROPOSED ADDITION 1 (1,87') L —————————————————- LEGEND - ---fimAl NQMEXISTING WALL TO REMAIN (D SHEET NO: DEMOLISH EXISTING WALL. PROJECT DEMOLITION SCOPE BASEMENT NORTH SK-07O :1 SCALE: 1/8" = T-0" SHEET 1 OF 4 y CRAWFORD ► I I I THIS SKETCH IS PROVIDED TO DIAGRAM REQ{DENCE I I I SCOPE OF REMOVALS AND REPLACEMENTS. 620 AQUAVIEW AVENUE ` - ► EAST MARION,NY 12939 .r r REMOVE DOORS I r' PORCH I c x0 r v:i� REMOVE WINDOWS (Dy''' PROTECT EXISTING FRAMING&SHEATHING I ,r° � s f NORTH Q REMOVE EXISTING SIDING;PROVIDE VAPOR _ - - - -�-- d" # -- --- -_- _ _ _ _ _ �kc' Q O0" BARRIER AND NEW SIDING EXISTING FLOOR STRUCTURE TO REMAIN, �' �� ,' v�J REMOVE,RETAIN,RE-USE OAK FLOOR IN BEDROOMS 1 &2 PNORTH ROjE T _`-T a 0 INLCUDING JOISTS&SUBFLOORING L'IVING,ROOM r I EXISTING WOOD'FLOORS TO REMAIN , ► `��'''r (� 1 TA naAP no.1000-2L-3-9 PROTECT EXIST.CAT 6 DATA WIRING REMOVE EAST EXTERIOR WALL 0 ISSUE REVISION DATE REMOVE GWB FINISHES AT LIVING ROOM, I r` �. BEDROOM EXISTING DINING ROOM,AND CORRIDOR oo SCOPE DwGRAbu wss2D2T CEILING FANS TO REMAIN wl -- a �T °� �- CORRIDOR BATHROOM 1 fr PROTECT EXIST.HEATER FLOOR GRILL. `� PROTECT EXIST.FIREPLACE,HEARTH, ,r`- f r / 1 REMOVE EXIST.BATHROOM 1 FIXTURES&FINISHES DRAWN BY-J.IACHAPELLE &CHIMNEY ' DINING f;�: �/ ' i CHECKED BY.J.IACHAP£LL£ 1 _THIS IS AN llX Ir SHEET / r p I DRAW NGS MAY E PRINTED NOT TO SCALE �ri,P_ i , I - r SELECTIVE MODIFICATION OF INTERIOR FRAMING LaChapelle Architecture PLLC ► i - REF. r BEDROOM 2 I FOR NEW CLOSETS,ETC. P.O.Bax 1251 MatUtuck NY 11952 I I � � PROTECT EXIST:STAIRS,RAILINGS,GWB FINISHES IN I b° o;; Oho STAIRCASE (646)251-5058 jakeGlachapellearchitecture.co n U10-11 �!/ l REMOVE EXIST.KITCHEN FIXTURES&FINISHES I KITCHEIJ ;RN D A ' - - - - - - - - - - I - - - - J O— -f - - - --- __. -} -� �'F QAC NA 1 o REMOVE EXTERIOR BUMP-OUT WALL o L) II I I <•�"� I a10 I o I I I TRUE a SCOPE DIAGRAM: 10 1NORTH I I a I I I LINE OF PROPOSED ADDITION 1 (1,87') FIRST FLOOR PLAN oI I----I-------------------� LEGEND I I z I I I l JA�AEXISTING WALL TO REMAIN 1DEMOLISH EXISTING WALL SHEET No: N1 DEMOLITION SCOPE - FIRST FLOOR I '----- ----- --J I I I PROJECT SK-072 NORTH 1 SCALE: 1/8" = T-0" [� SHEET 2 OF 4 4 4 Q Q CRAWFORD I I I I THIS SKETCH IS PROVIDED TO DIAGRAM RESIDENCE i I I SCOPE OF REMOVALS AND REPLACEMENTS. 620 AQUAVIEW AVENUE EAST MARION,NY 11939 I I it I I I ® III I I TRUC ttll NORTH Q �U 4 - - - - �_-__ __ _-_ - - - - -. - - --, -- - s �o X00 r - - - STORAGE - - - - - --� I ® q o REMOVE DOORSI I c_A_p I III I PROICCT C3 o REMOVE WINDOWS III I I I DEMbLISH DORMER IL87�•'1 PROTECT EXIST.CHIMNEY (I I ( II TAX MAP NO.1000-2L-3-9 1 1 ISS(.E,REVISION DATE LINEIWHERE SLOPED CEILING MEETS FLAT CEILING,TYP. .00 SCOPE DIAGRAMS 10252023 �I. I a PROTECT EXISTING FRAMING&SHEATHING REMOVE EXISTING SIDING --1 PROVIDE VAPOR ,, I % �I DEMPLISH EAST WALL a._—xl DRAWN BY 1.LAACHAP LE BARRIER AND NEW SIDING �'"" "'- I CHECNEOBY:1'LACMAPELLE EXISTING FLOOR STRUCTURE TO REMAIN " L0�`l �' .r I N01E.'THIS ISM 11'x 17•SHEV INLCUDING JOISTS&FLOORING I °' -1 _f - BA ROOM 2 DRAIVINCS,MAY BE PRINTED NOT TO SCALE REMOVE PRESSBOARD WALL PANELLING AND ACT CEILING AT LOFT AREA I I r ® I LaChapelle Architecture PLLC I i III ¢" ,sss 100, 1 P.O.Box 1251 EXIST.ROOF FRAMING OVER STORAGE I I ° REMOVE BATHROOM 2 FIXTURES AND FINISHES Mattftuck NY 11952 UNDER EAVES TO REMAIN,TYP. I I , u 1 (646)251-5058 Jake©lachapellearchitecture.co n SELECTIVE MODIFICATION OF FRAMING AT I.I I I I INTE�TOR PARTITION FOR NEW BATHROOM 1 I DN STORAGE III I - l- PROTECT EXIST.STAIRS,RAILINGS,GWB I STORAGE I �� p n IIII I I EXIST.ROOF FRAMING OVER STORAGE EXIST.BUILT-IN CABINET r t AT STAIR TO REMAINI I III I I I I UNDER EAVES TO REMAIN,TYP. 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DEMOLISH EXISTING WALL PROJECT O DEMOLITION 1�80N 1C�OPE - SECOND FLOOR � L----- � � � NORTH SK-073 SHEET 3 OF 4 '7� CRAWFORD THIS SKETCH IS PROVIDED TO DIAGRAM THIS SCOPE OF REMOVALS AND REPLACEMENTS. 620 AQUAVIEW AVENUE EAST MARION.NY 11939 FROQFB TME NORTH PROJECT Nomil ---------- ----—----------- BEAM i 2x10 TAX rW NO 1000-2L-3-9 I WftR�S .- I i I EXISTING ROOF FRAMING, ■ ISSLE prdllloli DATE ------------- SHEATHING,AND ROOFING lloo.r -------------- -------- TO REMAIN .00 SCOPE D[AGRAI,15 10252023 —--""""""$"-""T"" I ------ T NEW DORMER FRAMING PER —i-ECONSTRUCTION DOCUMENTS /'ROOF` EXISTING ROOF FRAMING, z SHEATHING,AND ROOFING -z y - - - - 41 REMOVE OR CUT 4 EXIST.ROOF RAFTERS IN DRAWN BY I LACKAPELLE TO REMAIN I , ," /,-/ THIS ZONE;REFRAME FROM,EXIST.RIDGE TO "ILI Cf-irplc:, NEW VALLEY RAFTER TO ALLOW MAXIMUM CEILING HEIGHTS IN BATHROOM 2 NOTE tNIS AN U's 17'SNEET DRAffl%GS MAY BE PRINTED hOT TO SCALE -------------- LaChapelle Architecture PLLC ---------- ------- - °--------- P.O.Box 1251 ---------- ---------- ---------------- Matutuck.NY'11952 ----------- (@2-ERjEXISjTlIUW 7---=Z r Ir NEW ROOF FRAMING ER (646)251.5G58 jake@lachapellearchitecture-con ---------- I/ -Z:- . 'I, ' CONSTRUCTION DOCUMENTS ----------I ------ ---------- ---------- ------77--- ----------z I-- - ---------- ZL / —i ---7------ ---- ---------- j ---- 1171------------ ---------- --------".le------- ------- ---------;;�-------- ------------ -- --____j.-..1 .!Ylz ---- 'Dw ... ...... -------------- ----------- flT--------- --------i RAF'T'ERS-- ' -----------------------------------k--------------------------------------------- ---------------------- -c'�-------------- r --------------- - ------------------ ------VJr -----I---------7--- ----- . . . . ------------- - ------------------±12-------------------t 2--------------------------------------1- -—--------- - —----- ---=z=---------- ----------------- - wk ----------- -------------------------------------------- 0 KEY PLAN NOT TO SCALE 001F ------------T OFN X ---------- --- -- ----------------------- I : ■ - I -----------------------------M AT--------------- - '- - - ; i 1-t� _- ---------- - ---------------------------------- ---------- ------------------- - --- ---------- R 0 =--------------------------- - - =--= 4- - --------2xlfflgFFERS----- ------v-;f----------- -------- 0 -----------g716-07c TRUE ---------- ------------------ ---- i - -- SCOPE DIAGRAM: ---------------------- ........rzc.zz---------- L NORTH Cc)a F-H 1 1 -- ------------------ --- --------------------------------- ------ ROOF PLAN (1.87') LU c%j - PROJECT ------ SHEET NO- (D ROOF FRAMING PLAN NORTH SK-074 SCALE: 1/8" = 1 -0" SHEET 4 OF 4 \ rAQUAVIEW AVENUE 52' SITE DATA BASED ON 2022 CRAWF®R D _--"-"-- 490.AQUAVIEWAVENUE SURVEY BYPECONIC RESIDENCE 2'STORY RESIDENCE: 1201_0„ \� SURVEYORS,P.C.AND OTHER MINIMUM DISTANCE TO is rte- ' -- --- SOURCES 620 AQUAVIEW AVENUE STREET OF 23'-6"IS N 48' ` EAST MARION,NY 11939 BASED ON 2006 SURVEY - BY JOSEPH A.INGEGNO d °p/ _ 780 AQUAVIEW AVENUE °p� r 1-STORY RESIDENCE: LAND SURVEYOR NEW LEACHING `- ., I � '� GEROSA/BULIS RING I 54 MINIMUM DISTANCE TO RESIDENCE `� STREET IS 12'-0"BASED TRUE �� NEW I/A SEPTIC TANK; ` ON 2019 SURVEY BY NORTH PROVIDE 2"CRUSHED �r I 1'87° o JOHN C.EHLERS LAND-, �o Dpp STONE OVER(3)I/A CAPS 50, - i ___-- /� I 56' SURVEYOR o ® 1:t ro TAX MAP NO. 1000-21:3-9 _ - 8'0 x 8'DEEP NORTHPROJECT ZONE: R-40. ------ �.58' DRYWELL,MIN. c1.87'> CODE EXISTING PROPOSED COMMENTS /r I 63'-0" I - 10'FROM HOUSE MILANO TAX MAP NO.1000-21,3-9 LOT INFORMATION: ; I r RESIDENCE LOT AREA(SF) 40,000 28,097 NO CHANGE EXIST.NON-CONFORMING ,52, i' j� 40'FRONT YARD # ISSUE/REVISION DATE LOT WIDTH FT 150 120 NO CHANGE EXIST.NON-CONFORMING I / \ I n, REQUIREMENT LOT LENGTH FT 175 208.5+ NO CHANGE COMPLIES I ce .00 FILING SUBMISSION 08.01.2023 LOT COVERAGE(SF) 5,619 1,132 2,20 COMPLIES I r '-4" I PROPOSED LOT COVERAGE % 20 4.0 7.8 COMPLIES ADDITION r I 58, PROPOSED OPEN SETBACKS: I FRONT YARD(FT). 50 U%0'18.6 18.6 SEE NOTES 1 &2 BELOW ti COVERED PORCH I � r I O" ', DRAWN BY:J.LACHAPELLE SIDE YARD 15 21.0 NO CHANGE COMPLIES !� CHECKED BY:J.LACHAPELLE BOTH SIDE YARDS FT ,35 84.0 75.3 COMPLIES I ; I REAR YARD FT 50 150.6 137.3 COMPLIES I r 0 i NOTE:THISISAN11"xT'SHEET ;' � DRAWINGS MAYBE PRINTED NOT TO SCALE BUILDING DIMENSIONS: x.15'-0','I ` BBQ I � 15'SIDE YARD HEIGHT FT 35 24.2 NO CHANGE COMPLIES I REQUIREMENT LaChapelle Architecture PLLC STORIES #) 2.5 1.5 NO CHANGE COMPLIES I ', I NEW DOMESTIC P.O.Box 1251 i i I WATER LINE TO WELL Mattituck,NY 11952 56' 1 I I i 56' (646)251-5058 jake@lachapellearchitecture.com NOTE 1: SOUTHOLD CODE§280-124'NON-CONFORMING LOTS'PROVIDES MINIMUM ALTERNATE i j I CTO RETENTION VALUES FOR EXISTING NON-CONFORMING LOTS.FOR LOTS BETWEEN 20,000 SF AND 39,999 SF THE CALCUULATIOLATIO R N(§236-7) FRONT YARD REQUIREMENT IS REDUCED TO 40 FT.ALL OTHER PERTINENT VALUES REMAIN THE 2"x 1,070 SF OF NEW ROOF SAME. D I' =178 CF RUNOFF ?,ED A R V=Trr2h 5� ACy Cy NOTE 2: SOUTHOLD CODE§280-104'EXCEPTIONS AND MODIFICATIONS'ALLOWS FOR THE AVERAGE �� . I 178 CF=rr x 4'x 2 x h �� Y< n OF ADJACENT PROPERTIES TO BE USED TO DETERMINE A FRONT YARD SETBACK CONSISTENT WITH h=7.08TALL THE NEIGHBORHOOD. , THEREFORE:TWO 8'0 x 4'-0" TALL SETTLING RINGS; r e 'er IN CONFORMANCE WITH§280-104 THE FRONT YARD SETBACK FOR THE PROPOSED WORK IS PROVIDE LEAF AND ;'� SEDIMENT SUMP UPSTREAM CALCULATED USING THE AVERAGE SETBACK OF THE EXISTING NEIGHBORING BUILDINGS WITHIN 300 J - so. 54 -/ ATF 03393 O) FEET OF THE PROPOSED BUILDING ON THE SAME SIDE OF AQUAVIEW AVENUE,AND IN THE SAME '' O9 �' , OF N E`N ZONING DISTRICT R-40.TWO SUCH BUILDINGS EXIST: 490 AQUAVIEW AVENUE 23.5 FT EXISTING FRONT YARD SETBACK '� NEW DOMESTIC / rnaoumaanan un,Xuxrzw oesemua.non.euwram,raorwrcoruc„area, WELL u nrtmuX,nu„eoa„ruaairmnn i.aa roXvm¢XrtnrXvnuo° PER J.A.INGEGNO SURVEY 8/30/2006 r - I , /- aurem e,asm Xrwxw ru+r¢a rortamw raaena, aDMpX,CIMI9 r„Ol[M 9Yo1„,N rM11,A OP iOnCo„rL„ION 0I i„ta rYN[tt DY / r' r � �O,XwrMflla,0 WMiG i]0»IPGW[LL,MG IUrILL[M�11[CNP[IRLC. 780 AQUAVIEW AVENUE 12.0 FT EXISTING FRONT YARD SETBACK 56, _ ' 50' FRONT'YARD / TRUE PER J.C.EHLERS SURVEY 5/22/2019 REQUIREMENT AT / NORTH SITE PLAN / 52' �� CIRCLE DRIVE / & THE AVERAGE OF THESE TWO BUILDINGS'SETBACKS IS 17.75 FT.THE PROPOSED NEW WORK AT 620 O� /,/ ZONING DATA AQUAVIEW AVENUE IS SET BACK 23.75 FT,AND THUS CONFORMS.(THE SETBACK AT THE EXISTING �,v�' FRONT PORCH TO REMAIN IS 18.7',AND THUS ALSO CONFORMS.) 011F Z PROJECT SHEET N0: 0' 10' 20' 30' 40' 50' 100' NORTH A6w00 1 PROPOSED SITE PLAN (1.87°) O SCALE: 1/32'` = 1'-0” SHEET 6 OF 25 CRAWFORD RESIDENCE 620 AQUAVIEW AVENUE LINE OF PORCH ABOVE EAST MARION,NY 11939 -----------------7 I I I I PROTECT AND STORE EXISTING BASEMENT FREEZER AND REFRIGERATOR;MOVE TO ® r 32-3 i FIRST FLOOR ONCE PANTRY IS COMPLETE TRUEH O a q 2 D o 013EXIST.(3)2x8 GIRDERS UNDER JOISTS _ y - — — -- — — — - — — — — - � � ❑ . 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EXIST.32 DIA.STEEL PIPE COLUMN EXIST.CHIMNEY ABOVE I I b - EXIST.ELECTRIC HOT WATER HEATER DRAWN BY:J.LACHAPELLE r=iv CHECKED BY:J.LACHAPELLE C_� II I I �' I PROTECT EXIST.STAIRS,RAILINGS,GWB NOTE:THIS[SAN 11"x 17"SHEET `t N i N I I DRAWINGS MAY BE PRINTED NOT TO SCALE DEMOLISH EXIST,BASEMENT WINDOWS l ~ I DEMOLISH EXIST.WINDOW AND SAWCUT EXIST.WALL TO UP �:,i� I J I PROVIDE 36"CLEAR DOOR TO NEW BASEMENT SPACE EXIST. DOMESTIC WATER PRESSURE TANK I - l I LaChapelle Architecture PLLC o EXIST.(3)2x8 HEADER I I _ I I - P.O.Box 1251 EXIST.(2)2x8 HEADER f l�� I I EXIST.WORKBENCH;MOVE AS NECESSARY TO Mattituck,NY 11952 ® I 81_x$„ I I °i� 10,_ 1,, I - ACCOMODATE NEW CONSTRUCTION (646)251-5058 jake@lachapellearchitecture.com APPROX.EXIST.WELL LOCATION 4 � 2 0 (DECOMMISSIONING BY OTHERS) i " 12'-0" 2 II Y 10'-8" DEMOLISH EXIST.CONCRETE I �—L.— Q 4 Q 4 CRAWFORD 32'.74' RESIDENCE REMOVE KNEE WALLS AND STAIR 7'-10" 13'-92" 10'-114'620 AQUAVIEW AVENUE EAST MARION,NY 11939 LINE OF EAVE ABOVE PROTECT CEILING FAN AT PORCH I I REMOVE SIDING AT BASE OF FRONT PORCH TO PORCH ALLOW ANTI-VERMIN WORK;SEE DETAIL 4/A25 ;F,q�, >; q h Go I i i i ® ,> : PROTECT EXIST.CAT 6 LOCATIONS,TYP. I DEMOLISH ALL WINDOWS,TYP. TRUE NORTH �O 0 0 0 DEMOLISH ALL WINDOWS,TYP. 5 —————J L______ PROTECT ALL WOOD FLOORS I DEMOLISH CEILING FANS(TYP.)EXCEPT WHERE NOTED ® o o O PROTECT CEILING FAN AT LIVING ROOM LIVING ROOM REMOVE OAK FLOOR IN BEDROOM 1;RETAIN AND STORE PROJECT - FOR POTENTIAL RE-USE FOR PATCHING DEMOLISH GWB FINISHES AT LIVING ROOM, TAX MAP N0.1000.21.-3-9 _ FAMILY ROOM,AND CORRIDOR `-q I � I � { BEDROPROVIDE SHORING AS NECESSARY PRIOR TO ANY" a ISSUE/REVISION DATE PROTECT EXIST.FIREPLACE&HEARTH; OM 1 REMOVE EXIST.WOOD MANTLE TO ALLOW chiv I DEMOLITION OF PARTITIONS GWB INSTALL, REFINISH,&REINSTALL o 0o FILING SUBMISSION 08.01.2023 ;_� CORRIDOR PROTECT EXIST.HEATER FLOOR GRILL = — . — . — . — . — . — — . — I `"-' I BATHROOM 1 REMOVE DOORS WHERE INDICATED FOR REPLACEMENT,TYP. I 7'-54" DEMOLISH EXIST.BATHROOM 1 FIXTURES&FINISHES DRAWN BY.J.LACHAPELLE RELOCATE PROPANE TANKS AND I ' in INCLUDING SINK,TOILET,TUB,SHOWER CONNECTIONS TO REAR OF HOUSE PER A10 DINING CHECKED BY.J.LACHAPELLE ACCESSORIES,VENTILATION FAN,TILE,GWB RETAIN EXIST.FIELDSTONE NOTE:THIS I DRAWINGSMAY BE PRINTED NOT TO SCALE REMOVE AND CAP EXIST.OUTDOOR SHOWER I ;UP { COORDINATE THE WORK-INCLUDING STRUCTURAL- PROTECT PHONE INSET IN-PLACE I TO DEMOLISH EXTERIOR AND LOAD-BEARING WALLS LaChapelle Architecture PLLC REMOVE AND RETAIN BUILT-IN SPICE _ - REF. _ BEDROOM 2 P.O.Box 1251 RACK FOR RE-USE PROTECT EXIST.STAIRS,RAILINGS,GWB Mattituck,NY 11952 I O o I (646)251-5058 jake@lachapellearchitecture.com SEE BELOW FOR WELL NOTES I Oo i REMOVE WOOD FLOOR IN BEDROOM 2; RETAIN AND STORE DEMOLISH EXIST,KITCHEN FIXTURES&FINISHES I KITCH fJ { tJ FOR POTENTIAL RE-USE INCLUDING MILLWORK,SINK,VINYL FLOORING L _ — . — . _ . _ . — - -- .� �E� ARc DEMOLISH EXIST.WALL AND CEILING - DEMOLISH EXIST.CONCRETE PATIO ��' PC HqP FINISHES AT KITCHEN DOWN TO FRAMING rev _ G, F DEMOLISH EXIST.KITCHEN b � �� `l� PROTECT ALL FLOORS PRIOR TO SUBFLOORING TO JOISTS r I ~ COMMENCEMENT OF WORK 13 DEMOLISH ALL GWB FINISHES AT WALLS TAT/vo 0339° l0 DEMOLISH EXIST.KITCHEN EXTENSION 2' 9'-10" 14'-74' AND CEILINGS. F OF Nil 32'-74' NOTE: PROTECT, I I I IRELOCATE,AND STORE WELL NOTES: FIXTURES,FURNISHINGS,FURNITURE, .° ix�xneeruni°ue,ms°nnww°eur"mae usm er°wwr..minr°naww wamrs 1. REMOVE AND PROVIDE TO OWNER APPLIANCES,ETC.AS NECESSARY TO STARBOARD WELL COVERS,SS HINGE,AND I I I I ACCOMPLISH THE WORK TRUE SUPPORT PLATES DEMOLISH ALL GWB FINIS ES AT WALLS NORTH SELECTIVE DEMOLITION 2. DEMOLISH WOOD FRAME AND CONCRETE I I AND CEILINGS EXCEPTr N STAIRSI o PLAN- PADS,RETAIN PAVERS I I I I LEGEND (187 ) FIRST FLOOR 3. WELL DECOMMISSIONING AND PIT FILLED BY D EXISTING WALL TO REMAIN OTHERS I I I I SHEET NO: IMM DEMOLISH EXISTING WALL PROJECT O1 DEMOLITION PLAN - FIRST FLOOR I I I I NORTH SCALE: 1/8" = T-0" b A8mOO SHEET 8 OF 25 FAI NOTE: PROTECT,RELOCATE,AND STORE T T 4 1 4 Q CRAWFO R D MATERIALS,TOOLS,APPLIANCES,ETC.IN USE PEX TYPE'A' A16 LOCATE NEW METER EAST PROVIDE BENTONITE WATERPROOF BARRIER BASEMENT AS NECESSARY TO ONLY FOh WATER I I IDE OF NEW ADdITION;RUN AT JOINT BETWEEN NEW FLOOR SLAB POUR RESIDENCE ACCOMPLISH THE WORK SUPPLY I I ONDERGROUND�0 STREET AND EXIST.FLOOR SLAB,TYP.,AND AT NEW 620 AQUAVIEW AVENUE LINE OF PORCH ABOVE FOUNDATION WALLS AND EXIST.WALLS,TYP. EAST MARION,NY 11939 INSTALL NEW SERVICE PANEL AT BASEMENT LEGEND I I I I I I PERIMETER WALL;MAINTAIN EXIST.BREAKER I PANEL AS SUB-PANEL; RECONNECT ELECTRIC r,;, •, d ;a ,<^s. 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I CHECKED BY:J.LACHAPELLE I 2x8 t RELOCATE WELL PRESSURE TANK NEW SEWER LINE BY OTHERS IN THIS VICINITY I I IJOISTI i 16" RELOCATE HOT WATER HEATER; RECONNECT NOTE:THIS IS AN 11:'x 17"SHEET LINE OF CONCRETE PATIO ABOVE I '` I I I I -, -----T I DRAWINGS MAY BE PRINTED NOT TO SCALE - --------- --- l HOT AND COLD WATER SUPPLY TO HOUSE UP � I - - — -- — I I ; --- ------- Lo WATER SUPPLY DRAINS SYSTEM N HOUSE LaCha elle Architecture PLLC 2 I II i I -- ----- I '. P.O.Box 1251 1 FOR WINTERIZATION-PROVIDE (: CD Mattituck,NY 11952 A17 I I i - -------- ------ . i A17 FITTINGS AND VALVES AT MANIFOLD T I I I i 3" 1i n I (646)251-5058 jake@lachapellearchitecture.com II (2)14 x92 . - -- ------------� I TO ALLOW THIS OPERATION X� LVL 2.1E . —=------ .. .L....................... 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D I o�� llsT TAX MAP NO.1000-21.-3-9 WOOD MANTLE EQ. ' 0 ! I it I 311 yl EQ. LQQ I II I I(a 1� ,O,C� I 2.0E MICROLLAM LVL 14 x 7a BY I 11 , it ISSUE/REVISION DATE 'SQUARE UP'CORNERS OF EXIST. yJ� WEYERHAEUSER ON 4x4 POSTS TO ARCHED OPENING AND TRIM TO ¢ E¢ EE I - E" BEDROOM 1 FOUNDATION oo FILING SUBMISSION 08.01.2023 MATCH EXIST.DOORS 'I II I I I ; CORRIDOR FAMILY ROOM i I' 1 I l BATHROOM 1 PROVIDE FAN,CIRCUIT,SWITCHING E¢ E¢ I VENTILATION FAN;VENT TO PERIMETER WALL DD O D r '¢ i i (N i i i 2.0E MICROLLAM LVL 13"x 74'BY DRAWN BY:J.LACHAPELLE PROTECT FINISHES IN STAIR ®o FF EE — l ; ; ; ; ; ; ; ; WEYERHAEUSER ON 4x4 POSTS TO CHECKED BY:J.LACHAPELLE I ® FOUNDATION NOTE:THIS IS AN 11"x 17"SHEET -/S f� _y__ E EEI FF i l •i i i i i i PROVIDE FAN,CIRCUIT,SWITCHING DRAWINGS MAYBE PRINTED NOT TO SCALE I I I I I 1 ❑ 1 �i i i 'i I i 1 �i {1} BEDROOM 2 LaChapelle Architecture PLLC l i i i i i 1 I EE¢- P.O.Box 1251 i i I i i ROUTE DRYER VENT OVER PANTRY TO ROOF Mattituck NY 11952 I I 0 ln 12x0 C VENTILATION FAN;VENT TO ROOF (646)251-5058 jake@lachapellearchitecture.com REPLACE EXIST.(3)2x8 HEADER w/2.0E MICROLAM I PANTRY LVL 31" 2-PLY x 111"BY WEYERHAEUSER 4E I EE ll_ ' .I l - -- z ( ) a _ I POWDER/LAUNDRY eDl hl f__t� _ I GAS ENCLOSURE BELOW �� Cy C, I' 1 1 I 1 I I I I I' I �, II l 'I 1 1 I I --J �A '\ L/ _k= � _` _ `;�j - PANTRY CABINETS TO CLG. 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EE DRAWN BY:J.LACHAPELLE I �O I �O O (} Q CHECKED BY:J.LACHAPELLE I 'EE 'EE I 'EE EE TEE I 'EE NOTE:THIS IS AN 11"x 17"SHEET PROVIDE FAN,CIRCUIT,SWITCHING DRAWINGS MAY BE PRINTED NOT TO SCALE VENTILATION FAN;VENT TO ROOF � -� LaChapelle Architecture PLLC I Il I I 'EE EE - 'p a _ CRAWFORD INSULATE AT YNDERSIDE OF A16 INSULAT�GABLE END WA<L FULL DEPTH w/ RESIDENCE ALL EXISTING ROOF AT SPRAY FOAM,AND PORCH CEILING UNIFINISHEDIATTIC SPACES 1 I i I 620 AQUAVIEW AVENUE USING SPRA�FOAM TO FILLNEW ROOF CONSTRUCTION IS DIFFERENT EAST MARION,NY 11939 EXISTING CAVITIES I I I I FROM EXISTING,SO MUST BE PROVIDE 2"VENT SPACE I I I I COORDINATED TO ENSURE ALIGNMENT OF ROOF SURFACE WITH EXISTING,AS WELL -w I AS ALIGNMENT OF FINISH SURFACES AT R F B I I I INTERIOR;SEE DETAIL 1/A25 RT NOH l] � �- — — — — — — —I 1I[-6[[ . — — — . — . —p �o ❑ °Da I I I --------------------------------------- (D NOTCH TOP 2" OF DORMER ------------------- -- -------- T-- RAFTERS TO ALLOW LATERAL AIR PROJECT O *^ 0 0 ___ _ _____ NORTH ----�---- _ ____ I I 2x12 RIDGE I r I MOVEMENT,TYP.;REVIEW w/ (1.87 ROOF C -------- ---T------------------- ARCHITECT I I I BEAM I 2x10 I TAX MAP NO.1000-21.4a ----- -- T---- FTERS @-- I I R60F D 1.16"O.C. I INSULATE AT UNDERSIDE OF k ISSUE/REVISION DATE INSULATE ALL ATTIC OR ------------------1------------------; ALL EXISTING ROOF AT STORAGE WALLS FULL I I I --------------?____J---___-_— I UNIFINISHED ATTIC SPACES .00 FILING SUBMISSION os.o1.2o2s DEPTH wl SPRAY FOAM ------ --------- _ USING SPRAY FOAM TO FILL THROUGHOUT 2nd FLOOR I I I 1 p— — — . — . — — — . — — . _ . — . — . — -_- -- — . — . — . — . — . — . — -- EXISTING INSULATE AT UNDERSIDE OF ROOF . -- --;" I PROVIDE 2"VENT SPACE ALL EXISTING ROOF AT ;�, REMOVE OR CUT 4 EXIST.ROOF RAFTERS IN UNIFINISHED ATTIC SPACES - - - - - - � DRAWN BY:J.LACHAPELLE USING SPRAY FOAM TO FILL I I 1 I I `O THIS ZONE;REFRAME FROM EXIST.RIDGE TO I EXISTING CAVITIES; I � tl- /`'J�? 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FOUR INTERIOR FACES AT PORCH TRUE IMPRESSION SINGLE 7"STRAIGHT EDGE Q1REPLACE WINDOW AND DOOR TRIM NORTH 0 oa q ❑ PERFECTION SHINGLE IN PACIFIC BLUE TO MATCH ELSEWHERE AND ® ° ❑0 1x6 PVC FRIEZE BOARD IN WHITE;TYP Fill 11111111111% CONTINUE SIDING AS SHOWN PROJECT �"'"^^""' SECOND FLOOR _ _ _ _ _ _ _ _ REPLACE SILL ASSEMBLY UNDER NORTH EL. +8[-10 1/2" PORCH WINDOWS;EXPOSE FRAMING PROVIDE NEW SIDING AT ENTIRE AND RE-SHEATH AS NECESSARY TAX MAP N0.1000-213 9 EXTERIOR OF HOUSE;CERTAINTEED4'PVC TRIM AT CORNERS # ISSUE/REVISION DATE MONOGRAM XL DOUBLE 4 INCH ROUGH CEDAR CLAPBOARD IN PACIFIC BLUE EEI .00 FILING SUBMISSION 08.01.2023 GROUND FLOOR REMOVE ALL EXTERIOR WOOD _ _ _ _ _ _ _ _ TRIM WHETHER SHOWN OR EL. +9-0" 1. 1x4 PVC CORNER TRIM IN WHITE;TYP. HIDDEN;REPLACE w/PVC TRIM IN ACCORDANCE ELEVATIONS I DRAWN BY.J.LACHAPELLE REPLACE PORCH SIDING NEAR CHECKED BY.J.LACHAPELLE O NORTH ELEVATION I GROUND WITH REINFORCED SCALE: 1/8" _ T-O" L-------- ______ ______________________ CONCRETE FOOTING PER DETAILS NOTE;THIS IS AN 11"x 17"SHEET. DRAWINGS MAY BE PRINTED NOT TO SCALE REPLACE FRONT STAIR WITH REINFORCED CONCRETE STAIR, LaChapelle Architecture PLLC ARCHITECTURAL PRECAST P.O.Box 1251 CONCRETE TREADS PER OWNER'S Mattituck,NY 11952 1 COLOR AND TEXTURE SELECTION A19 (646)251-5058 fake@lachapellearchitecture.com PROVIDE 0.032"ALUMINUM GUTTERS WITH LEAF GUARDS R AND LEADERS THROUGHOUT �� AC H y CASEMENT WDW w/MUNTINS TO <<�� aB REPLICATE DOUBLE HUNG WINDOW;SEE r �' WDW SCHEDULE 1x6 PVC FRIEZE BOARD IN WHITE;TYP. ,, 03393 SECOND FLOOROF N E,N EL. +81-10112" . . . ' . ' . . - — PROVIDE NEW SIDING AT ENTIRE EXTERIOR OF HOUSE;CERTAINTEED MONOGRAM XL DOUBLE 4 INCH ROUGH CEDAR CLAPBOARD IN PACIFIC BLUE wcxrt[erun[nw R[Ya+D"Ysm^xerxmrn[YDimfw+wmcxrtnrRcfuuoo IX[Yui[v.n0��q��oYM,YDrDM YNO nF[gt[^OY4v�[� f OR O W 11M Y ro rro!PY01[tt SIOTXW PNR¢b,M roR 00Mv1[[IOn 0!TI¢9 PR0![tt eY a'PVC TRIM AT CORNERS GROUND FLOORNORTH &SOUTH EL. +0'-0" - - - - - - - �' ELEVATION I I REMOVE ALL EXTERIOR WOOD I I TRIM WHETHER SHOWN OR I I HIDDEN;REPLACE w/PVC TRIM IN SHEET NO: I IACCORDANCE ELEVATIONS O SCA E: /8" = T-0N L_ ----------------� A:16m00 j SHEET 16 OF 25 1 CRS WFORD S.S.BATHROOM VENTA18 RESIDENCE AND DRYER VENT NEW DORMER 620 AQUAVIEW AVENUE S.S.KITCHEN VENT EAST MARION,NY 11939 1x6 PVC FRIEZE BOARD IN 12 12 WHITE,TYP. 14 IPE ENCLOSURE AT PROPANE TANK ® NORTH O Q o� q ❑ ENCLOSURE 1x6 PVC FRIEZE BOARD IN WHITE;TYP. ° 0� PROVIDE NEW SIDING AT ENTIRE PP® � CT °x„�xm00 NORTH EXTERIOR OF HOUSE;CERTAINTEED SECOND FLOOR EL. +V-101/2" — — – MONOGRAM XL DOUBLE 4 INCH ROUGH CASEMENT WDW w! CEDAR CLAPBOARD IN PACIFIC BLUE TAX MAP NO.1000.21.-" MUNTINS TO REPLICATE ° REPLACE SILL ASSEMBLY UNDER PORCH \L�\ z # ISSUE/REVISION DATE DOUBLE HUNG WINDOW; b WINDOWS;EXPOSE FRAMING AND SEE WDW SCHEDULE RE-SHEATH AS NECESSARY oo FILING SUBMISSION 08.01.2023 GROUND FLOOR 4'PVC TRIM AT CORNERS EL. +01-0" — — — REMOVE ALL EXTERIOR WOOD DRAWN BY:J.LACHAPELLE I I TRIM WHETHER SHOWN OR I HIDDEN;REPLACE w/PVC TRIM IN CHECKED BY:J.LACHAPELLE OEAST ELEVATION I I ACCORDANCE ELEVATIONS SCALE: 1/8" = T-0" L------ ———————————————— -------------------- NOTE:THISM MAYBEN 11"x STAINLESS STEEL CHIMNEY CAP& DRAWINGS MAYBE PRINTED NOT TO SCALE SPARK ARRESTOR SIMILAR TO'SAN MARINO'BY WOODLAND DIRECT LaChapelle Architecture PLLC REPOINT EXISTING CHIMNEY P.O.Box 1251 PROVIDE 0.032" AS NEEDED dl 1 Mattituck,NY 11952 q1$ (646)251-5058 jake@lachapellearchitecture.com ALUMINUM GUTTERS WITH LEAF GUARDS AND NEW GABLE LEADERS THROUGHOUT PROVIDE NEW SIDING AT GABLES AND 12 DORMERS INDICATED;CERTAINTEED �E C ARc 1x6 PVC FRIEZE BOARD IN — 12 CEDAR IMPRESSION SINGLE 7" 14 STRAIGHT EDGE PERFECTION SHINGLE WHITE,TYP. � IN PACIFIC BLUE ;�, `` C' REPLACE SILL ASSEMBLY UNDER PORCH WINDOWS; t2 B ® PROVIDE NEW SIDING AT ENTIREm EXPOSE FRAMING AND EXTERIOR OF HOUSE;CERTAINTEED RE-SHEATH AS NECESSARY MONOGRAM XL DOUBLE 4 INCH ROUGH ,�vo 033930 SECOND FLOOR CEDAR CLAPBOARD IN PACIFIC BLUE OF N EWj �� EL. +9-101/2" — Lt REPLACE WINDOW TRIM urcxneavnen[v x[vanv[[ssarwxelxmm rnrvnwxkxn°Pururcv° TO MATCH ELSEWHERE P[W tx°duWxro WYxof![ YafxN PpN[nSrnn otxm rgo![Ct& r aavomvxrotwl PHw[a e.otxw rwn�vnroxmmn[rroxvrtwxPuvxvr nr In[RPNnI[S,wrtHont M[WpRi[n[M IACWV[LLCPxCNn[tlxx[r4n. AND CONTINUE SIDING GROUND FLOOREAST&WEST EL. +01-0" _ ELEVATION I a'PVC TRIM AT CORNERS j REMOVE ALL EXTERIOR WOOD I I TRIM WHETHER SHOWN OR SHEET NO: I I HIDDEN;REPLACE w/PVC TRIM IN OWEST ELEVATION I I ACCORDANCE ELEVATIONS AITOO 2 SCALE: 1/8" = 1'-0" L--------------------------=---------------------------� SHEET 17 OF 25 CRAWFORD RESIDENCE PROVIDE STRAPPING I I I 620 AQUAVIEW AVENUE THROUGHOUT PER RIDGE VENT I I CODE;SEE A3 EAST MARION,NY 11939 12 COLLAR TIES I M NORTH oo O �� q 00 EAST l I EAST DORMER � P®CT �d 'I I 7'-3" I NORTH HALF-MOON WINDOW (1.87'> I I I TAX MAP NO.1000-2J--3-9 i I I I I # ISSUE/REVISION DATE I I I I O .00 FILING SUBMISSION 08.01.2023 a-- I VERIFY EXISTING ( I I CEILING HEIGHT DRAWN BY:J.LACHAPELLE CHECKED BY:J.LACHAPELLE - - - - - - — , _ _ . — - - - - - - - - - - - - - - - -- — . — . — . — . _ .I_ , — _ , — . — — , = _ _ OLSECONDFLOOR NOTE:THIS IS AN 11"x17"SHEET If EL. +8'-10 112" DRAWINGS MAY BE PRINTED NOT TO SCALE I I I I EAVE VENT W/BAFFLE; LaChapelle Architecture PLLC SEE DETAIL P.O.Box 1251 Mattituck,NY 11952 OD (646)251-5058 jake@lachapellearchitecture.com x`1'1 DINING KITCHEN I I INSTALL CABINETS TYP.; `o PROVIDE BLOCKING SEE A21 FOR I AND OTHER I DIMENSIONAL DATA FOR I COORDINATION WITHIN 'Z i CABINETS i WALLS AS NECESSARY F � OL GROUND FLOOR 32"STEL PIPE COLUMN SAWCUT ' SEMENT 2 DOOR TO - _ OF N E\0 B I - ;� u EXIST. �iv,l > I BASEMENT I > ixmmmMVMOnMIxmRumemmmR� RmMnlx[IROI[RlIOr IACNMLLe[ i PER A7 i ' .R @mxRC ReR,R��um�e �e:Rmemr�R�x x"mm�r Renn eAureR�rmxe.�o ,��p�m�mr�rtr�ex..ene exc+irtecruRiviu.nm ovwwaa"axm e�usm �necxmxrR rRaern, i oxoananrarxuvRorzm erommv con erxnvRmnrm rxm raw¢s,wnxurtrnewvmen nnx�roeiacn.vnu,�maNOmemunevuc ' m em+xw xr xn urnweue aRenneervRe rue I I GROUND FLOOR EL.aa" SECTION 24'44'p 12"CONCRETE l 24'x12 CONT.CONCRETE FOOTING FOOTING BEYOND i SHEET NO: OSCALE: 1/4" = T-O" TION AJ.8m00 SHEET 18 OF 25 CRAWFORD •1• RESIDENCE RIDGE VENT 620 AQUAVIEW AVENUE EAST MARION,NY 11939 12 I I ] COLLAR TIES 9 NORTH 0 C3 o� q ® o 00 I "AI O Q PROJECT NORTH (1.S7°) TAX MAP NO.1000-2:L.3.9 # ISSUE/REVISION DATE I I .00 FILING SUBMISSION 08.01.2023 CORRIDOR i I� BEDROOM 3 I I DRAWN BY:J.LACHAPELLE CHECKED BY:J.LACHAPELLE — — — — — — — — NOTE:THIS IS AN 11"x 17"SHEET DRAWINGS MAY BE PRINTED NOT TO SCALE I LaChapelle Architecture PLLC SOFFIT I P.O.Box 1251 Mattituck,NY 11952 (646)251-5058 jake@lachapellearchitecture.com KITCHEN POWDER BEDROOM 2 BATHROOM 1 I 'N BEDROOM 1 I I Q I I IIQ AC!-i lAF�� Y: p EXIST.FOUNDATION WALL moi` 30 �4 I EXIST.STEEL � PIPE COLUMN F OF 0339, N Q BASEMENT 2 BASEMENT 1 > rna PRnvnnxau[µsmuRem"ea[wua[nRexmorne.RovoararucnAmee aRcxrtenuRerus R[]u"F[m orvmmim vRm mP Rw,ncnrtorRvxRe"Is I vesurzRnmm,woo[innsw.�[m.am excen orucx.P[ue I rRcurtFiuR[enw.i�m sRnvnna[un amaF .Rnnr"xmneR rRmems, IWIROnrbxr0ipf mlWecrnvmiunr pmRCOMP[[ilOnonmgrRmP- LLC. in[RPNm[0.WIRWxiinf WRmFA tm4 IKN4¢if M[M[Fef]R[ ®COPY[ticnl]mi WMOgleMrof[CNI¢PLLC NEW BASEMENT SLAB EXIST.BASEMENT I AB I SECTION ------ I I I I SHEET NO: O1 CONSTRUCTIONSECTION SCALE: 1/4" = T-0" A:19mOO SHEET 19 OF 25 CRAWFORD ' O RESIDENCE — , _ _ _ _ _ _ _ _ _ _ _ 620 AQUAVIEW AVENUE 2'_0 !B o 6r�n I 6, EAST MARION,NY 11939 !! ! I �_ CV TRUE NORTH O �� o 8 2 6� 3!_22r! °o °o0 N ® t' c+)I� N PROJECT ^�� 00 NORTH r 4l-1011 r_' n N i 4'-1011 TAX MAP N0.1000-21.-3.9 ii ISSUE/REVISION DATE .00 FILING SUBMISSION 08.01.2023 O BATHROOM 1 PART PLAN ;/ 7'-51! 3 ' 4 SCALE: 1/4 — T-0" 15'-5" REVIEW LAYOUT OF ALL TILE FLOORS WITH OWNER PRIOR TO 1'-4" 1'-4" INSTALLATION Z DRAWN BY:J.LACHAPELLE , J r r r, � 1 I CHECKED BY:J.LACHAPELLE Q I + + -3 I I I NOTE:THIS IS AN u"x 17"SHEET WAS[IERFIEEZER ��' A22 2 I DRAWINGS MAY BE PRINTED NOT TO SCALE 2'-10" co 1 9 LaChapelle Architecture PLLC SEE FLOOR PLANS FOR NEW 10,.,4!! DRYERI I 8'-31'\\. I P.O.Box 1251 AND EXISTING WALLS R FRI . 2 I Mattituck,NY 11952 (646)251-5058 jake@lachapellearchitecture.com M 2'-10" 2'-8" SEE FLOOR PLANS FOR EXTERIOR DATA REFRIG. � END PANEL–* ------------------ --------- a _ X13' eel 3'-3" 4'-2" — '% 2`-6" — 4'-0.1 N I21r! 1" I I M II BROAN KICKSPACE HEATER w/ k N I ;; THERMOSTAT;MODEL 112(150OW) Q 03393 O A21 2 ,\ I - OF N E\1\1i—`-------------------� I 4 3 ' 1 I I - ___________ �pB"BR[MURE aRiwnxuBarnroarscmz[R�B.�RPMBE",BBBRR0�1lRRI�YaBrIu�cBRARIDI,BROAN KICKSPACE HEATER w/ 4— �-0" ! , � �2J A!t"MipBs•BRBBlMNB4v 8[84108[AY[Pl OYucWvllll — — i RR4MRlBNRL14lGYx4 BR4WN0 Mn Bn B[usBB BYBfBW 1.1Hf1A i0R mnRRw[cn, COOK BOOK SHELVING AT END RwBRBBYB,�RR�BnBY�R,�Ra,�R�R�.�eB",=„�,R�InB• THERMOSTAT;MODEL 112(1500W) N T_2! 'IL ”' OF ISLAND 2 'r>., I iv �•, I 2'-6 'r------- _ 4'-8" 6l-4r1 _ 38_1„ ------ -I2't1!! N ---------------- PART PLANS-KITCHEN & 7 �iN `II 13' BATHROOM 1 r 1 J I I I SHEET N0: OKITCHEN - PART PLAN — — — — — NOTIFY ARCHITECT OF 2 DIMENSIONAL DISCREPANCIES A20mOO SCALE: 1/4" = T-0" 22''0" ;1R IC) Ifl iE� SHEET 20 OF 25 (Cj iDi iEi �2r �1 CRAWFORD FORD RESIDENCE I I I I I 620 AQUAVIEW AVENUE EAST MARION,NY 11939 MOLDING CROWN ® o ; {: SOFFIT TRUE I I - NORTH �� :.. OPEN SHELF �o ODo I I I ABOVE SINK 7. *� PROJECT �� NORTH (L87°> -, I r TAX MAP NO.1000.21.-3.9 I I I TILE BACKSPLASH; / I Q # ISSUE/REVISION DATE o I TILE SELECTION BY v "' II I 11 OWNER �� ti �� p 1-'f` .00 FILING SUBMISSION 09.01.2023 i WINDOW APRON REPLACED BY ®•„ COUNTER ®®®® II I I I BACKSPLASH I II IIul: �11' I co APEL ' DRAWN BY:J.LACHAPELLE I 2-8[ n CABINET IF I I N CHECKED BY.J.LAC I AVAILABLE NOTE; HI51S AN 1H x 17 LSHEET 1 KITCHEN - NORTH — 3'-2" 2'4" 1'-81- - 3'-2" — - 2�4" 2 KI1�C H E N - EAST 1'-8" 2'-0" 2'-0" - 3'-0" - 2'-0" 1'-8"�{� DRAWINGS MAYBE PRINTED NOT TO SCALE O SCALE: 1/4" = 1'-0`Ej 42[[ I s O SCALE: 1/4" = 1'-0° I I P LaCha elle Architecture PLLC r r P.O.Box 1251 I ;i Mattituck,NY 11952 (646)251-5058 jake@lachapellearchitecture.com C. ::. GWB ENCLOSURE FOR VENT DUCT l � a --4 I ;.I SLH30-242 OR SIM. r✓U 033 BY VENTAHOOD I I OF 0�1 316 S.S. BACKSPLASH ON -9 I p ti 0.42"HARDIBACKER BOARD ATCOOKTOP MMwNxnPMxmxMM°Psxk[mMD[ .x[PMPM M, ..a" pxtNi[[t[UM P4°R[0/AOW40PYPo[fxnrn UYPOx WMKMR"PR[PM[Cp / iOxpCxltpx[Olrxx PRW[eYoixp[x PMfrt9�OP gWMPLLlpxq[NO FPOICq BY BUILT-IN SPICE !? ❑ ❑ H WINDOW APRONLJi Ma;m "M x� x�R�[ M[Rxx[PM RACK IN DRAWER ALIGNED W/COUNTER 2 PULL-OUT p BACKSPPASH INTERIOR ELEVATIONS- DRAWERSFOR • BUILT-IN BENCH j KITCHENPOTS BEHIND i, WITH CUSHIONS CABINET DOORS AND DRAWERS UNDER COOKTOP d SHEET NO: OKITCHEN - SOUTH 2'4° 3'4" 3'-2° 3'-21' a'-s° I A21m00 SCALE: 1/4" = T-01 SHEET 21 OF 25 CRAWFORD RESIDENCE 620 AQUAVIEW AVENUE EAST MARION,NY 11939 OPEN SHELVES TO KITCHENTRU NORTH II II CIO , f Y Cw) NORTH T Po m Q CO .. ..>.:....• .; (1.87°) x FREEZER REFRIG. REFRIG. FREEZER TAX MAP NO.1000-2:L-3.9 a ®®® # ISSUE/REVISION DATE ( I( .00 FILING SUBMISSION 08.01.2023 CV 2'-0" 21-0"�2'-0" � 7� 3[ 3f- —l! � —V DRAWN BY:J.LACHAPELLE CHECKED BY:J.LACHAPELLE NOTE:THIS IS AN 11"x 17"SHEET PANTRY - NORTH PANTRY - EAST PANTRY - SOUTH PANTRY - WEST DRAWINGS MAY BE PRINTED NOT TO SCALE O SCALE: 1/4" = T-0" O SCALE: 1/4" = 1'-0" O SCALE: 1/4" = T-0" O SCALE: 1/4" = T-0" LaChapelle Architecture PLLC P.O.Box 1251 Mattituck,NY 11952 (646)251-5058 jake@lachapellearchitecture.com KOHLER RECESSED MEDICINE CABINET -7 (KCB-CLC2026FS OR SIM.)w/ SHOWER STALL SHOWER STALL R�. SURFACE-MOUNT MIRROR BTWN.TO MATCH; .��E D A iv COORDINATE HEIGHT WITH FAUCET SPOUT ��`' G'�t"CFF]H NgAFti� b f n. .. .v , P m P q' 0 03393 1• � F O - OF N E`t' ::'%''+" PpGMf UPf�t[�Ea[MROWf 01Vm[ixW[x[IpM[M iopWxicIIRDPWAC[Dls .,. .. IXfM[ntlDCMMDRPti[N[Pox[.mpRP[pnS MYDf[nD[[I¢[pl DYlAcx[F[LIL " Mxwvumeyvpnw[[xf wpm[n[anurtof u[necnuusxn[crup[vu[, oe Dr[wpxr pmP vaxernu[amn[Mup[vuD 1 INTERIOR ELEVATIONS- EXISTING SHELF UNIT TOILET PAPER TILE COVE BASE IN BATHROOMS 1,2, PANTRY& BATHROOM 1 HOLDER AND POWDER ROOM; REVIEW ALIGNMENT OF GROUT JOINTS WITH FLOOR w/OWNER SHEET NO: 5 BATHROOM 1 NORTH 6 BATHROOM 1 - EAST 6 BATHROOM 1 SOUTH 6 BATH 1 - WEST O O O A22.00 SCALE. 1/4 1 0 SCALE. 1/4 1 0 SCALE. 1/4 1 0 O SCALE: — 1. 0 SHEET 22 OF 25 REPLACE EXIST.SUBFLOOR IN KITCHEN TO ASPHALT SHINGLES;COLOR TO CRA WFOR D BRIDGE CONSTRUCTION JOINT BETWEEN � OLD AND NEW BUILDING; FINGER IN NEW r. MATCH EXIST.ROOF RESIDENCE SUBFLOOR TO EXIST.AT FAMILY ROOM �` GRACE ICE&WATER SHIELD AT 2x12 ROOF RAFTERS @ 12"O.C. ENTIRETY OF NEW ROOF 620 AQUAVIEW AVENUE EAST MARION,PAY 11939 .42"HARDIBACKER PANELS UNDER ALL [OR 118"TIMBERSTRAND LSL TILED FLOORS;DO NOT PLACE PANEL FOLLOW ALL CODE AND MFR AT PERIMETER ; JOINTS OVER CONSTRUCTION JOINT REQUIREMENTS] f BETWEEN OLD HOUSE AND ADDITION 72 CLOSED-CELL SPRAY FOAM s -- d : --- (R-50);ALLOW FOR AIRSPACE s ® E o ` - UE 24"x24"PORCELAIN NEW _ 1 1'-0" NORTH II TILE PER OWNER KITCHEN FURR OUT VAULTED CEILING tnl[O NEW GUTTERS AND LEADERS Oo ° q ❑0� GWB AS NECESSARY TO THROUGHOUT V / "JOINTS ORTYR = rnTrrrrrrrrrrrm BATHROOM ACHIEVE FLAT SURFACE Nm CONTINUOUS EAVE VENT PROJECT o R"dam 0 HEAD& JAMB `' 1x6 PVC FRIEZE BOARD NORTH :; SEE A24 FOR EXTERIOR .,_:;,.<F <'.::.;; PROFILE : PVC TRIM NOTES WINDOW TRIM;PROVIDE PROFILE `�r - - `� .r• ;i TAX MAP NO.1000.21.-" sll SAMPLE TO OWNER FOR a sr, INTERIOR TRIM TO MATCH EXIST.; APPROVAL # ISSUE/REVISION DATE CLEAR FINISH PINE;WINDOWS 20 oz.COPPER DRIP TORY-FINISHED COLOR .00 FILING SUBMISSION OS 0120 3 ARE FAC2 INSIDE AND OUT TO BE CONT.SEALANT AND BACKER ROD SELECTED BY OWNER JAMB AT PERIMETER OF WINDOW TO STOP AIR INFILTRATION EXISTING y...' NEW PROVIDE WINDOW EXTENSIONS CONSTRUCTION AS NEEDED USE SIMILAR TRIM AT ANDERSON 400 SERIES DRAWN BY.J.LACHAPELLE ° ALL INTERIOR DOORS111 DOUBLE-HUNG WINDOWS;SEE CHECKED BY:J.LACHAPELLE AR-4 8' WINDOW SCHEDULE NOTE:THIS IS AN 11"x 17"SHEET OTYPICAL SECTION D TAIL @ KITCHEN & BATHROOMS NEW DAM BLOCKING @ SILL DRAWINGS MAY BE PRINTED NOT TO SCALE SCALE: 11" = T-0" 2X6 TYP.SILL 2x6 STUD FRAMING,TYP. 2 LaCha elle Architecture PLLC i PROFILE ; PLUS 5Z"BATT UNFACED MINERAL P WOOL INSULATION(R-23) P.O.Box 1251 Mattituck,NY 11952 PLACE FOUNDATION SO THAT JOISTS ' (646)251-5058 fake@lachapellearchitecture.com POSITION FLOORING ALIGNED WITH EXISTING BEDROOMS: NOTE: EXIST.SUBFLOORING MAY BE WOOD FLOORINGTO MATCH 4"PLYWOOD SHEATHING;GLUE& DIFFERENT THICKNESS THAN NEW EXISTING;PROVIDE SCREW PLYWOOD SUBFLOORING SOUND-DAMPENING 3 AOR-APPROVED VAPOR BARRIER; UNDERLAYMENT FRED q BEDROOM 1 VAPOR PERMEANCE BTWN.6.5 REPAIR NEW WOOD 3Z"PLYWOOD SUBFLOOR; AND 30 PERMS SUCH AS'SLICKER' C�� L�` N yi 4 ADDITION - F' 'A EXISTING THRESHOLD GLUED&SCREWED TO JOISTS BY OBDYKE OR HENRY BLUESKIN y: WOOD FLOOR AL N PER CODE REQUIREMENTS POSITIVELY LAP WITH DRAINAGE MAT;AS ` s VAPOR BARRIERr ALTERNATE USE'ZIP'SYSTEM BY HUBER WITH DRAINAGE MAT- 2x10 JOISTS[OR 92 TJI 110 BY ONLY w/ARCHITECT APPROVAL " WEYERHAEUSER OR EQUIVALENT @ 16 O.C.; CERTAINTEED CLAPBOARD SIDING 0339 F OF FOLLOW ALL CODE AND MFR REQUIREMENTS] PER ELEVATIONS N ��° f RIMBOARD BY WEYERHAEUSER OR 5/4"x 3 PVC BLOCK 20 oz.COPPER DRIP COMPATIBLE EQUIVALENT;FULLY I Ixp MU1NN011/JI IxsIPux[MMS�rvFCF"G0NNK1TM RroP[RIY°IUCxRVELLt 11 p"vi[0.`o CMu10[A ALTIMi°ttt°aml[I°xs xWV C[°1vDIGIXR a�UCNapILL[ '` _ • ' BLOCK ALL POSTS(E.G.CORNER ��//\�//\�//\\\\ /\ 7 MINERAL WOOL INSULATION(R-30) «n �TMa°"•"°""•T"�°"""•"�w°�F°"""�� FRAMING,KING STUDS,ETC.)FROM //j/ i �\\\ \\ \\ \ \ \ CONPROCO EXTERIOR WALL LOAD ABOVE TO BEARING BELOW EXISTING NEW SYSTEM WHERE FOAM INSUL.IS 2x12 P.T.SILL PLATE F�\//\\//\\//\\//\//\�\\// EXPOSED:STUCCO FINISH w/ DETAILS �CONSTRUCTION ASEMEN ° Ed. : tlE, //\/ / /// SILL GASKET ABOVE AND BELOW EMBEDDED S.S.LATH REINFORCING \\ \\ TERMITE SHIELD I ' /\//\//\\/\\/\\\\\� 2"CONT.XPS INSULATION °° ° PROTECTIVE OSB FASTENED INTO /� DIA.THREADED ROD ANCHOR SHEET N0: ICF POLYPROPYLENE FORMING TIES (MIN.24"EMBED)OR J"DIA.J-BOLT; O TYPICAL SECTION DETAIL @ BEDROOMS O TYPICAL SECTION DETAIL @ PERIMETER @ 32"O.C.(6"FROM CORNERS, 12" A23mOOSCALE: 12" =.1'-011 ' SCALE: 12" = T-011FROM END OF PLATE) SHEET 23 OF 25 PVC TRIM CONSTRUCTION NOTES CR1 WPOR D 1. USE DUST COLLECTION SYSTEM FOR ANY PVC CUTTING WORK PERFORMED OUTSIDE THE HOUSE,IN ORDER TO ELIMINATE RELEASE OF PVC CUTTINGS ON SITE.CONTAMINATED SOIL WILL BE RMEOVED AND REPLACED RESIDENCE AT CONTRACTOR EXPENSE. 2. USE'CORTEX'HIDDEN FASTENING SYSTEM BY TIMBERTECH w/PLUGS AND#8 SCREWS;SELECT SCREW A UN AVENUE EAST MARION,NY 11939 LENGTH APPROPRIATE FOR TRIM THICKNESS AND SUBSTRATE. 3. ANTICIPATE THERMAL MOVEMENT IN USE OF PVC TRIM; PROVIDE JOINTS FOR EXPANSION AND CONTRACTION, AS WELL AS SUFFICIENT'FASTENING TO AVOID WARPING AND OIL-CANNING IN WARM WEATHER. 4. USE MINIMUM(2)FASTENERS EVERY 16"FOR TRIM BOARDS UNDER 8"IN WIDTH AND(3)FASTENERS EVERY 16" %�r�'e. mg . FOR TRIM BOARDS OVER 8IN WIDTH.FASTENERS MUST PENETRATE SUBSTRATE 1 2 MINIMUM. 5. GLUE TRIM TO SUBSTRATE WHENEVER PRACTICAL,USING LIQUID NAILS OR SIMILAR ADHESIVE, NORTH 6. USE SCARF JOINTS AND APPLY CELLULAR PVC CEMENT TO ONE SURFACE.FASTEN AT BOTH SIDES OF JOINT. ® USE CEMENT w/CURE TIME LESS THAN 2 HRS. 7. SAND RIPPED EDGES TO CLOSE OPEN CELLS(DISCOURAGES WATER ABSORPTION AND RESULTANT ORGANIC PROJECT Lan GROWTH). NORTH 8. CLEAN PVC TRIM ACCORDING TO MANUFACTURER INSTRUCTIONS PRIOR TO PAINTING.PRIME AS NECESSARY. (1.67°) 9. USE PAINTS(WHERE REQUIRED)w/LIGHT REFLECTANCE VALUE(LRV)OVER 55.USE SPECIALLY-FORMULATED TAX MAP NO.1000-21.-3.9 VINYL-SAFE PAINT w/SOLAR REFLECTIVE PIGMENTS. 10.REPAIRS CAN BE MADE w/DAP'CRACK SHOT'FOR PAINTED TRIM.REPAIRS ARE NOT ALLOWED ON UNPAINTED # ISSUE/REVISION DATE TRIM. 11.THESE NOTES ALSO APPLY TO VINYL SIDING WORK. .00 FILING SUBMISSION 06.01.2023 CONTINUED ON A19 CONTINUED ON A19 /\\/\\/ //\//\//\// DRAWN BY:J.LACHAPELLE \\\\\\\\\\\\ 2"CONT.XPS INSULATION F�.,.,,. •,e'.v.�'..''° • a J.J [ [ °. .�. 1 h : • !/�//�//�//�//�//\/ CHECKED BY:J.LACHAPELLE --'.`';- %`,; • I I` °' DRY-GUARD OSB FASTENED I I /\\j/\\j/\\j/\\j/\\j/\\j ADHERED TO OUTER FACE OF TO P.T.PURLINS I J /\//\//\//\/ / / CONCRETE(R-10) NOTE:THIS IS AN 11"x 17"SHEET DRAWINGS MAY BE PRINTED NOT TO SCALE {III< CONCRETE COLUMN AT • (j�/j/ \/j�/j�/j� AOR-APPROVED SELF-ADHERING'"''..;°' -`t' • II fill \ \ \ \/ FOUNDATION WATERPROOFING LOCATIONS INDICATED ON A10 LaCha elle Architecture PLLC I /\\j MEMBRANE SUCH AS POLYWALL p /\\\\ / /\\\\ P.O.Box 1251 ° II �II I %\// \ \ \/ DIMPLE SHEET;USE ADHESIVE TO " '" •$. •LI / \\ \\�\\/\\/ Mattituck,NY 11952 r .I'rJ AFFIX-NO FASTENERS THROUGH , EXIST. `'`=``'" "`"'`' d (646)251-5058 jake@lachapellearchitecture.com MEMBRANE ASEMEN II�' ASEMEN = I•J / \\�\/�\/�\/�\\ LJ I ILI 8 CIP REINFORCED CONCRETE ,`I ;. j\\%/\\%/\\j\\j\\%/\\\/ BACKFILL d FOUNDATION WALL AT E D ."'""" . I� •' .A /�//\/ 8 x 24 CONTINUOUS CIP ��FZ AR PERIMETER OF NEW BASEMENT \\/\\/ CONCRETE FOOTING AT �� _LA�HgAc'S� PERIMETER w/(3)#5 BAR F �\\/ CONTINUOUS;MIN.3"COVER ° ' C,t FOR BAR UNDISTURBED SOIL 7� °. ti ALIGN e ",.`:f. ;`: a ALIGN 4"REINFORCED CONCRETE SLAB 0339�°roe W/WOVEN WIRE MESH PLACED N E�11 ° a AT MIDPOINT OF SLAB .„ ,,vV,'•;, „. cnn[en rP[wuraurou""ssor[�wnnwm[�rnwm'ianw"imwnsr�wwv[v[on _,Fi,.,_,..+ - ,d • p¢wrs.no nnxuq u,uuMn4 ononLlwna rsYee ruo[uc[n evlPcw[4t _: �.:;,:;•>::�.".`�•'!';'•`;, .,::,,,ti.. � °•. ; C DULE 30 PERFORATED PVC POLYETHYLENE VAPOR BARRIER /HOLES FACING DOWN; BELOW BOTTOM OF 2[[XPS INSULATION(R-10) PROVIDE UNDERPINNING AS I� " L� ENT SLAB IN GED-TEXTILE NEEDED AT EXISTING c r;— 7- �–. 4 THICK CRUSHED =:Y'- _• = - o FABRIC WRAPPED DETAILS FOOTING&FOUNDATION ':' a : o STONE(NO FINES) ." •° `:• o ° ED STONE(NO FINES) UNDISTURBED SOIL d s SHEET N0: O TYPICAL SECTION DETAIL @ PIER JUNCTION W/ HOUSE O TYPICAL SECTION DETAIL @ FOUNDATION A24mOO SCALE: 11" = T-0" SCALE: =T -0° SHEET 24 OF 25 COORDINATE FRAMING TO ENSURE CRS WF®RD CRITICAL ROOF SURFACE ALIGNMENT RESIDENCE 2"VENTILATION BAFFLE;USE _ - 'SMARTBAFFLE'BY DCI - _ 620 AQUAVIEW AVENUE PRODUCTS,OR SIMILAR EAST MARION,NY 11939 2x12 ROOF RAFTERS @ 12"O.C. [OR 118"TIMBERSTRAND LSL ;y. FOLLOW ALL CODE AND MFR REQUIREMENTS] oMATCH TRUE o 7 2'CLOSED-CELL SPRAY FOAM ARCHITECTURAL NORTH O Q o� q ❑ (R-50);ALLOW FOR AIRSPACE DETAIL AT �� FURR OUT CEILING GWB AS EXIST.HOUSE ® a *,�� o NECESSARY TO ACHIEVE WITH WOOD NORTHCT U 1'-0" AND PVC TRIM c1.B7 FLAT SURFACE EXIST.ASPHALT SHINGLES C INUOUS i F77 FINGER IN NEW ASPHALT t Tax MAP No.laoa2l.3A EXIST.ICE&WATER SHIELD SHINGLES # ISSUE REVISION DATE EXIST.4"PLYWOOD NEW GRACE ICE&WATER SHIELD OVER ENTIRE .00 FILING SUBMISSION 08.01.2023 EXIST.2"PURLINS O TYPICAL DETAIL @ EAVE EXIST.2x6 ROOF RAFTERS EXPOSED ROOF 2 SCALE: 1-112" = 1'-0" NEW - FRAME TO NEW GWB NEW a'PLYWOOD NEW PLATE AND ADDITIONAL EXIST.2x12 ROOF RAFTERS FRAMING AS NECESSARY AT PORCH; SURFACE - - NEW"'PLYWOOD SHEATHING OTYP. JUNCTION AT NEW AND OLD ROOF APPLY PEEL-N-STICK DRAWN BY:J.LACHAPELLE SCALE: 1-1/2" = 1'-0" FLASHING OVER TOP EDGE OF REPLACE DECK BOARDS TO ALL CHECKED BY:J.LACHAPELLE S.S.FLASHING INSTALLATION OF NEW 16 GA.S.S.' NOTE:THIS IS AN 11"x 17"SHEET FLASHING ON EXISTING LEDGER DRAWINGS MAYBE PRINTED NOT TO SCALE i LaChapelle Architecture PLLC w BRING VAPOR BARRIER AND CLADDING P.O.Box 1251 DOWN TO DOOR TRIM Mattituck,NY 11952 ! (646)251-5058 jake@lachapellearchitecture.com PROVIDE S.S.DRIP AT DOOR HEAD i Of 3'-0"MIN. PROVIDE CRUSHED STONE AROUND ALL --- SIDES OF WELL;FINAL GRADE SHOULD BE ADJUSTED TO LEAVE 4"-6"OF CASTINGw E D R —J CAST OPEN NG ABOVE FINISHED GRADESLOPE AWAY > ,\, ARc v , i INTERIOR IN NEW EXTERIOR LAC H qp y� FOUNDATIC 4 PROVIDE 51.75"'STAKWEL'MODULAR EXISTING FRAMING10 REMAIN 9 TO ACCEPT WINDOW WELL BY BILCO OR SIMILAR;SEAL PROVIDE NEW(2)2x10 RIM JOIST AT PORCH i NEW DOOR ,,•s�j1,�r.[ iv TO EXISTING CONCRETE FOUNDATION WALL I PER MFR INSTRUCTION, FASTEN TO WALL SEAL AT ENTIRE PERIMETER OF 7 USING HILTI KH-EZ SS316 SCREW ANCHORS PORCH CRAWL SPACE TO KEEP `o PER HILTI INSTRUCTION OUT VERMIN e . i - �T 03393 z NEW HOLLOW METAL DOOR EMERGENCY NEW 3"CONCRETE SANITARY ° I• OF 1 N E`t UJIz ;; ESCAPE AND RESCUE OPENING;OBSERVE SLAB REINFORCED w/HOT DIPPED O ECCNYS AND R310 BC1030 REQUIREMENTS GALV.WOVEN WIRE FABRIC FOR /\\//// . I i. I ' • //\\//\\/ ;;;. CRACK RESISTANCE .Xm°,X OMMX[iWMM[Xi°[,�YW[.X°P[�X[TX[,O.[�,°/"[X..[LL[ PROVIDE PVC EXTERIOR TRIM OVER P.T.WOOD "`""yaw°P"`°�°`"'° BLOCKING AT PERIMETER OF NEW H.M.DOOR; NEW 2x6 P.T.POSTS AT OUTER \\//\\// ' '•i /\\//\\// - °`"""°" ' ^iWX°°°[LLWX.M"',[M,°[.[["ma[X„"" W ' OM[nIAAt°Y!`X,M[fMWix[VmCTIC°X°[M°l ULNN"t[NKX°[Ci°P[PLLC CORNERS OF PORCH ON \ \ ;: \\ \\ Ito ENTIRELY WITH PEEL-N-STICK SIMPSON COLUMN BASE W/ /�\/�\// i BITUMINOUS FLASHING,LAP CORNERS;PROVIDE PVC APRON AND TRIM AT INTERIOR OF ALL STANDOFF FASTENED TO .° r a i I.a DETAILS BASEMENT ; 4; FOOTING PER MFR DIRECTION , • :'.�, • i', : '- FLOOR BASEMENT OPENINGS 18"DIA.FLARED FOOTING BOTTOM, q _a i i , I` PROVIDE CRUSHED STONE UNDER WELL OR 16'x16 SQUARE, REINFORCED DOWN TO FOUNDATION PERIMETER DRAIN CONCRETE 250OPSF MIN. '` a', SHEET NO: EMERGENCY ESCAPE AND RESCUE OPENING AT BASEMENT DETAIL d . A25v00 3 SCALE: 2" = 11-011 4 SCALE: 1-1/2" = T-01' SHEET 25 OF 25 CRAWF®R® ELECTRIC UNIT HEATER SCHEDULE RESIDENCE 620 ID MAKE/MODEL LOCATION BTU/HR VOLT/PH WATTS COMMENTS ASTAARION,NY 11939 10 CADET SOFTHEAT EBHN75OW DINING 2,560 240/1 750 47", PART NO. 13458 20 CADET SOFTHEAT EBHN750W DINING 2,560 240/1 750 47", PART NO.13458 �3 CADET SOFTHEAT EBHN75OW DINING 2,560 240/1 750 47", PART NO. 13458 ® CADET SOFTHEAT EBHN75OW BATHROOM 1 2,560 240/1 750 47", PART NO. 13458 TRUE NORTH O SIJ CU CADET SOFTHEAT EBHN50OW BATHROOM 2 1,710 240/1 500 35", PART NO.13457 ® �o D00 © BROAN KICKSPACE MODEL 114 KITCHEN 5,120 240/1 1,500 ° PROJECT 7❑ BROAN KICKSPACE MODEL 114 KITCHEN 5,120 240/1 1,500 �iei°i ® EMPIRE FLOOR FURNACE 5088XLP-1 LIVING ROOM 45,000 N/A N/A EXISTING APPLIANCE TAX MAP NO.1000-21.-3-9 # ISSUE REVISION DATE TOTAL HEATING CAPACITY 67,190 109.2%a RCCA MANUAL J LOAD b 61,539 .00 FILING SUBMISSION 11.20.2023 NOTE:PROVIDE LINE VOLTAGE REMOTE WALL-MOUNTED THERMOSTAT CONTROLLER,FAN DELAY, UNIT SUPPORT BRACKETS a-WITHIN ALLOWABLE PERCENTAGE OF PEAK HEATING LOAD REQUIREMENT PER MANUAL S b-LOAD CALCULATION IS PERFORMED FOR PROPOSED NEW WORK IN CONFORMANCE WITH APPENDIX J 801.6 AND CHAPTERS 14-24 OF THE 2020 NOV 2 1 2073 DRAWN BY:J.LACHAPELLE RESIDENTIAL CODE OF NEW YORK STATE. CHECKED BY:J.LACHAPELLE NOTE:THIS IS AN 11"x 17"SHEET «.% "_ _"'`�;-' `:-'Y'`,^-" DRAWINGS MAY BE PRINTED NOT TO SCALE FAN SCHEDULE EFFICACY(CFM/VV)° ° ' ' ` ` '- LaChapelle Architecture PLLC ID MAKE/MODEL LOCATION CFM VOLT/PH ECCNYS PROPOSED COMMENTS P.O.Box 1251 11 PANASONIC WHISPERGREEN FV-1115VKL2 BATHROOM 1 110/130/150 120/1 1.2 MIN. 5.3 MIN. MAX.0.5 SONES, INCLUDE 1OW LED Mattituck,NY 11952 12 PANASONIC WHISPERGREEN FV-1115VKL2 POWDER/LAUNDRY 110/130/150 120/1 1.2 MIN. 5.3 MIN. MAX.0.5 SONES, INCLUDE 10W LED (646)251-5058 jake@lachapellearchitecture.com 13 PANASONIC WHISPERGREEN FV-1115VKL2 BATHROOM 2 110/130/150 120/1 1.2 MIN. 5.3 MIN, MAX.0.5 SONES,INCLUDE 10W LED 14 VENTAHOOD SLH30-242 KITCHEN 600 120/1 2.8 MIN. N/A 6.5 SONES, INCLUDE 1 OW LED F,j�D-A � LAC H,a�FI � WHOLE-HOUSE AIRFLOW REQUIREMENT 60 la aa AIRFLOW PROVIDED a MIN.82.5 N �'�C[1/ 1J1 11r NOTE:PROVIDE LINE VOLTAGE REMOTE WALL-MOUNTED CONTROLLERS FOR BATHROOM FANS;INCLUDES MANUAL OVERRIDE FOR WHOLE-HOUSE VENTILATION IN CONFORMANCE w/ `l �—J` f / M1505.4.2;INTEGRATE WITH LUTRON OR OTHER INTERNET ADDRESSABLE CONTROL a �. 0333 �nF % „ OF N V) -FAN EFFICACY IN CONFORMANCE WITH TABLE R403.6.1 OF THE 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. `� �� a-WHOLE-HOUSE VENTILATION AIRFLOW REQUIREMENT IS CALCULATED IN CONFORMANCE WITH TABLE M1505.4.3(2)OF THE 2020 RESIDENTIAL CODE OF NEW YORKSTATE FOR 4 BEDROOM RESIDENCES,FLOOR AREA BETWEEN 1,501 AND 3,000 SF. xrtuw+cv.vc°n a*s e-WHILE LOCAL EXHAUST FANS ARE PERMITTED TO BE INCLUDED IN THE WHOLE-HOUSE VENTILATION SYSTEM(M1505.4.1)KITCHEN VENTILATION HOOD FAN IS NOT USED HERE IN CALCULATION OF WHOLE-HOUSE VENTILATION,AS IT IS NOT PROPOSED TO BE ON TIMER CONTROLS. BATHROOM VENTILATION FANS ARE PROPOSED TO BE PROGRAMMED TO RUN 25%OF EACH 4-HOUR SEGMENT;CALCULATION REFLECTS THIS INTERMITTENT USE IN CONFORMANCE WITH TABLES M1505.4.3(2)AND(1). MECHANICAL SCHEDULES DAMPER SCHEDULE SHEET NO: ID MAKEIMODEL LOCATION STANDARD COMMENTS 21 BROAN MD8TU MAKE-UP AIR DAMPER KITCHEN M1503.4 8"DIA., INCLUDE PRESSURE SENSOR M1000 SHEET 26 OF 28 MECHANICAL NOTES 4 4 4 4 4 CRAWFORD 1. THE WORK PROPOSED WITHIN THE EXISTING I I I I I RESIDENCE HOUSE CONSISTS OF LEVEL 2 ALTERATIONS I I I I l 620 AQUAVIEW AVENUE IN CONFORMANCE WITH SECTION AJ601. EAST MARION,NY 11939 I I I AJ607.70 MECHANICAL. ALTERATIONS TO I PROTECT EXIST.GAS FLOOR HEATER ANY MECHANICAL SYSTEM SHALL CONFORM UNCONDITIONED l CONTR/CTOR TO CONFI M VENTING TO THE REQUIREMENTS OF CHAPTER 72 OF PORCH CONFORMS WITH CHAPT R 18 AND THIS CODE FOR A NEW MECHANICAL l I OTHER/APPLICABLE REQYIREMENTS NORTH SYSTEM WITHOUT REQUIRING THE EXISTING 0 a o q ❑ MECHANICAL SYSTEM TO COMPLY WITH ALL D� OF THE REQUIREMENTS OF THIS CODE. I \ I PROJECT ALTERATIONS SHALL NOT CAUSEAN I l cNORTH EXISTING MECHANICAL SYSTEM TO BECOME UNSAFE, HAZARDOUS OR OVERLOADED. l LIVING ROOM I TAX MAP N0.1000.21:3-9 BEDROOM 1 I # ISSUE/REVISION DATE 2. THE PROPOSED EXTENSION CONSISTS OF AN ADDITION IN CONFORMANCE WITH .00 FILING SUBMISSION 11.20.2023 SECTION AJ801. Fm , i�-FH-Ff-Ifff�H AJ807.6 MECHANICAL. ADDITIONS TO ANY VENT BATHROOM VENTILATION FAN TO MECHANICAL SYSTEM SHALL CONFORM TO PERIMETER WALL DRAWN BY:J.LACHAPELLE THE REQUIREMENTS OF CHAPTER 72 FOR A FAMILY ROOM I NEW MECHANICAL SYSTEM WITHOUT - BATHROO1 CHECKED BY:J.LACHAPELLE REQUIRING THE EXISTING MECHANICAL y� -------__--3 NOTE:THIS IS AN 11"x v"SHEET SYSTEM TO COMPLY WITH ALL OF THE DRAWINGS MAYBE PRINTED NOT TO SCALE REQUIREMENTS OF THIS CODE. THE EXISTING RELOCATE PROPANE TANKS(CAPACITY<2,000 MECHANICAL SYSTEM SHALL BE EVALUATED ° I GAL.)AND CONNECTION IN ACCORDANCE WITH LaChapel le Architecture PLLC FOR ADEQUACY BY QUALIFIED INDUSTRY I FIRE CODE OF NYS AND NFPA 58, BY P.O.Box 1251 PERSONNEL OR A REGISTERED DESIGN CONTRACTOR LICENSED FOR THIS WORK Mattituck,NY 11952 PROFESSIONAL.ADDITIONS SHALL NOT l BEDROOM 2 I (646)251-5058 fake@lachapellearchitecture.com CAUSE AN EXISTING SYSTEM TO BECOME UNSAFE, HAZARDOUS OR OVERLOADED. l DN l >25'FROM TANKS TO LOT LINE -� 3. IN CONFORMANCE WITH CHAPTER 12 }--- - -''�E% �R\ 'MECHANICAL ADMINISTRATION'THE l Iv AC j �= NA ifs PROPOSED SCOPE PROVIDES A I 1❑ DINING -'�\❑ � MECHANICAL SYSTEM WHICH COMPLIES SAN Y WITH THE REQUIREMENTS FOR A NEW I PO SYSTEM. LAUNr ROUTE DRYER VENT OVER PANTRY TO ROOF i I l 7❑I \,>,, 033 M7202.7 ADDITIONS,ALTERATIONS ORVAULTED KITCHEN VENT POWDER VENTILATION FAN TO ROOF �; OF N REPAIRS. ADDITIONS,ALTERATIONS, l CEILING I RENOVATIONS OR REPAIRS TOA VENT KITCHEN VENTILATION MECHANICAL SYSTEM SHALL CONFORM TO l I I HOOD TO ROOF I-E w°K a,'w o ot„0Iw,��R Mf" MM 0-- — —I 21 — — — — — — . — MOUNT PROBE AND 0 °""` THE REQUIREMENTS FOR A NEW z "`.a R°�°°"""°""'�""""°""'"°`"��'"�"`"�'�'° I �� I PRESSURE SWITCH(FOR MECHANICAL SYSTEM WITHOUT REQUIRING I COVERE � mroMrt4 ""fM°cam THE EXISTING MECHANICAL SYSTEM TO PORCH \ © MAKE-UP AIR DAMPER)BTWN TRUE COMPLY WITH ALL OF THE REQUIREMENT OF I == RANGE HOOD DAMPER AND NORTH MECHANICAL PLAN- THIS CODE... �— — t — — t — — — — — — — —� ROOF CAP; LOCATE DAMPER TO ALLOW CLOSE TO (1.87') FIRST FLOOR I I LOCATE MAKE-UP NR DAMPER MAINTENANCE !�T CEILING BEHIND FLUSH PROJECT SHEET N0: O1 MECHANICAL PLAN - FIRST FLOOR ° l ° l REGISTER;INTAK AT ROOF NORTH M2mOO SCALE: 1/8" = T-0" b [� SHEET 27 OF 28 Q Q Q Q 4 CRAWFORD i I I I RESIDENCE I I I I 620 AQUAVIEW AVENUE EAST MARION,NY 11939 TRUE I III I I I NORTH o 0 oa q ❑ o o-- - - - -� - - - — — — — L - - — - - - — — — — —� o 09 O � � III I STORAGE I I II PROJECT =–M, NORTH III I I —i II c1.6�=I TAX MAP N0.1000-21.3-9 III I # ISSUE/REVISION DATE L - .00 FILING SUBMISSION i1.iS.2023 BEDROOM 4 DRAWN BY:J.LACHAPELLE I I I CHECKED BY:J.LACHAPELLE I I — y— — NOTE:THIS IS AN 11"x 17"SHEET I I VENT BATHROOM VENTILATION FAN TO ROOF DRAWINGS MAYBE PRINTED NOT TO SCALE THROOM 2 I I LaChapelle Architecture PLLC _ P.O.Box 1251 11 I I I Mattituck,NY 11952 III (646)251-5058 jake@lachapellearchitecture.com I I�i STORAGE � III I II d — — — - - — — — —0 1AFti�>\5 II i //> 033�3° o� � of OPEN TO I I I Ids NE`N BELOW i/ I I II I V I << I II .—ppm o o°ER;- TRUE I I I I �I I II NORTH MECHANICAL PLAN- G�-- _ — — — J — — (1.87°) SECOND FLOOR =t = - - I I I I I SHEET N0: MECHANICAL PLAN - SECOND FLOOR I I I I I PROJECT O SCALE: 1/8" = T-O l NORTH M3mOO C] SHEET 28 OF 28