Loading...
HomeMy WebLinkAbout50340-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE ' 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 #: 50340 Date: 2/14/2024 Permission is hereby granted to: Gillies, Matthew .. ........ ._ .......m._. 765 Fairway Dr .. ..... . .. _w__ _............ PO BOX 1280 Cutch. � NY 11935 ...�. �__u ___�. .....� .... .._ ............to ue, ��... ..m___._ _ ....... To: Construct additions and alterations to an existing single-family dwelling as applied for. Permit includes "as built" outdoor shower. At premises located at: 765 Fairway Dry Cutchogue SCTM # 473889 Sec/Block/Lot# 109.-5-14.32 Pursuant to application dated 1/17/2024 ITIT„ and approved by the Building Inspector. pi /2025. To expire on _ 8/15mmmm.......... Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,444.00 CO-ALTERATION TO DWELLING $100.00 Total: ...... $1,544.00 � ... ....... . ....._ _.......... Building Inspector 4 " TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631)765-9502,lilt ://w u,.s tltholdlownft .00 , !v*"G Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only b PERMIT NO. 50 Building Inspector.Aci) JAN Applications and forms must be filled out in their entirety.Incomplete �$ applications will not be accepted. Where the Applicant Is not the owner,an Owners Authorization form(Page 2)shall be completed. Date: . OWNER(S)OF PROPERTY: Name:Franklin Mitchell SUM#1000-109-05-14.032 Project Address:765 Fairway Dr., Cutchogue, NY 11935 Phone#: Email:franklinmitchell@gmail.com Mailing Address:765 Fairway Dr., Cutchogue, NY 11935 CONTACT PERSON: Name:Raymond Nemschick Mailing Address:66 East Main St., Patchogue, NY 11772 Phone#:(631) 563-2130 ext. 11 Email:r.nemschick@nsarchitects.com DESIGN PROFESSIONAL.INFORMATION: Name:Raymond Nemschick Mailing Address:66 East Main St., Patchogue, NY 11772 Phone#:(631) 563-2130 ext. 11 Email:r.nemschick@nsarchitects.com CONTRACTOR INFORMATION: Name: :�Pt!rfr4� n Mailing Address: b(�I�1D , Phone#: Email: !e 1 Mtt,...],-6** 1 DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition @Alteration ❑Repair ❑Demolition EstrV,Cost of Project: ❑Other Will the lot be re-graded? ❑Yes INNo Will excess fill be removed from premises? ❑Yes 19No i PROPERTY INFORMATION Existing use of property:Single-Family Residence Intended use of property:Single-Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes I*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 Butlding Department for the Issuance of a Building Permit pursuantto the Bugding 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 haws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises"and In buildings)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submittedl By( 'nn me):Raymond Nemschick @Authorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) COUNTY OF Raymond Nemschick being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the /gent (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. LAWRENCE E.SILVERMAN Notary Public,State of New York Sworn before me this Aerp.No.OIS14977025 alu ie in S fain C n day of � 20 0 ►-� PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I Franklin Mitchell residing at 765 Fairway Dr., Cutchogue NY do hereby authorize Raymond Nemschick to apply on my behalf t Ttavvrn of Southold Building Department for approval as described herein. ( 1_011,1 Owner's Signature Date Franklin Mitchell Print Owners Name 2 Generated by REScheck-Web Software AF Compliance Certificate Project Mitchell Residence Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: Alteration Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 765 Fairway Dr. Franklin Mitchell Raymond Nemschick Cutchogue, NY 11935 765 Fairway Dr. Nemschick Silverman Architects Cutchogue, NY 11935 P.C. 66 East Main St. Patchogue, NY 11772 (631) 563-2130 r.nemschick@nsarchitects.com Compliance: Passes using prescriptive requirements for alteration projects Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope AssernWiea Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 996 46.9 0.0 0.026 0.026 26 26 Wall:Wood Frame, 16" o.c. 888 21.0 0.0 0.057 0.060 36 38 Door: Glass Door(over 50%glazing) 142 0.180 0.320 26 45 SHGC: 0.25 Window: Metal Frame 109 0.180 0.320 20 35 SHGC: 0.25 Floor:All-Wood joist/Truss --- --- --- --- --- --- --- Exemption: Framing cavity not exposed. Compliance Statement. The proposed building design described here is.consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building,has been designed to meet the 2018 IECC requirements in REScheck ersion :REScheck Web and to comply with the mandatory re yir r,gntS iist0d in the REScheck Inspection Checklist, 9 -%N Date ,$ { Name,-T�tl �. � � � � . le awl a� �-`�a "�" � i w� S f rL Project Title: Mitchell Residence Report date: 12/11/23 Data filename: Pagel of 9 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% 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 Plans verified Field Verified I've-I sp ien/Ilan ftevib value Value Complies? Comments/Assumptions & R.e ,I 103.1, ;Construction drawings and UComplies 103.2 documentation demonstrate Coes Not [PR1)1 :energy code compliance for the Aa :building envelope.Thermal ❑Not Observable envelope represented on >❑Not Applicable construction documents. _ .. ....... .. 103.1, ;Construction drawings and ❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 ;energy code compliance for [PR311 ;lighting and mechanical systems. ' ®Not Observable �Systems serving multiple ®Not Applicable dwelling units must demonstrate compliance with the IECC .Commercial Provisions. 302.1,, Heating and cooling equipment is; Heating: Heating: ❑Cornplies 4017 sized per ACCA Manual S based Btu/hr Btu/hr ❑Laoes Not (PR212 on loads calculated per ACCA Cooling„ Cooling: (❑Not Observable Manual J or other methods Btu/hr Btu/hr approved by the code official. j❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Mitchell Residence Report date: 12/11/23 Data filename: Page 2 of 9 Section # Foundation Inspection Complies? Comments/Assumptions &"e ID ® _. 03.2.1 A protective covering is installed to Complies [FOII(2 protect exposed exterior insulation apo s Not IVN and extends a minimum of 6 in.below ®Not Observable grade. ❑Not Applicable 4019 Snow-and Ice-ameldng system controls ElCormplies [17012'.]2 installed. ®noes Not p ElhJot:Observable []Not Applicable Additional Comments//Assumptions: 1 High impact(i leu-1) Medium Impact(.tier ) Low,, Impact(Tier 3) Project Title: Mitchell Residence Report cyte: 12/11/23 Data l'llenarne. Page 3 of 9 Section�Framing/ Plans Verified Field Verified # n Inspection Value ValueComplies. Comments/Assumptions & Re .I 402.1.1, Glazing U-factor(area-weighted U- U- DCo❑Domplies See theNot able for Envelope valuAssemblies 402.3.1, average). 402.3.3, ❑Not Observable 402.5 j❑Not Applicable [FR2]1 303.1.3 U-factors of fenestration products ElComplies �IFR411 are determined in accordance ❑Does Not with the NFRC test procedure or ❑Not Observable ;taken from the default table. f❑Not Applicable 402.4.1.1 Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's ❑Does Not instructions. ,❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built []Complies [FR20]1 is listed and labeled as meeting ❑Does Not 'AAMA/WDMA/CSA 101/I.S.2/A440 i �❑Not Observable or has infiltration rates per NFRC :400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures, ,,❑Complies [FR16]2 sealed at housing/interior finish ,❑Does Not and labeled to indicate -52.0 cfm ;❑Not Observable ; leakage at 75 Pa. t❑Not Applicable 403.3.1 Supply and return ducts in attics ❑Complies [FR12]1 insulated >= R-8 where duct is "ElDoes Not >= 3 inches in diameter and >_ -]Not Observable R-6 where< 3 inches. Supply and return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 for< 3 inches in diameter. .www 403.3.2 Ducts, air handlers and filter :Complies [FR13]1 boxes are sealed with ElDoes Not ;joints/seams compliant with ❑Not Observable International Mechanical Code or International Residential Code, as ❑Not Applicable applicable. w� 403.3.5 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. �❑Does Not ❑Not Observable r ❑Not Applicable 403.4 HVAC piping conveying fluids R R- ❑Complies [FR17]2 above 105°F or chilled fluids 1ODoes Not :below 55°F are insulated to >_R- []Not Observable ,3. ❑Not Applicable 403.4.1 Protection of insulation on HVAC ?,❑Complies [FR24]1 piping. {❑Does Not 41 {❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R R- ❑Complies [FR18]2 >_R-3. !❑Does Not b� ;❑Not Observable ❑Not Applicable 403.6 Automatic or gravity dampers are, ❑Complies [FR19]2 installed on all outdoor air "ElDoes Not intakes and exhausts. P❑Not Observable tlNot Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Mitchell Residence Report date: 12/11/23 Data filename: Page 4 of 9 Additional Comments/Assumptions: 1 JHigh Impact(Tier 1) 2 Medium Impact.(Tier 2) 3 Low Impact(Tier 3) Project Title: Mitchell Residence Report date: 12/11/23 Data filename: Page 5 of 9 ctlo darns Verified Field Verifled insulation Inspection Value Value Compiles? Comments/ awrrrpt6�nns nye Req.10 303,1 ;All installed insulation is labeled Vcomplies [IN13]'2 or the installed R-values ❑Does Not provided. ;❑Not Observable `❑Not Applicable 402. ._..� .W...�...�..... ❑ ❑ � Complies See the Envelope Assemblies 1.1, Floor insulation R-value. R- R- ❑ 402.2.6 Wood Wood ]Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable ❑Not Applicable 303.2, Floor insulation installed per I❑Complies 402.2.8 manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the ❑Not Observable gi underside of the subfloor, or floor framing cavity insulation is in ❑Not Applicable contact with the top side of sheathing,or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. 402.1.1, Wall insulation R-value. If this is a R- R- ElComplies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the E] wood ❑ woo d 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 ❑ Steel ;❑Not Applicable 303.2 Wall insulation is installed per ®Complies [IN4)1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable ; Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Mitchell Residence Report date: 12/11/23 Data filename: Page 6 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, Ceiling insulation R-value, R- R- ❑Complies See the Envelope Assemblies 402.2.1, E]Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel []Not Observable 402.2.6 ❑Not Applicable [Fill' 303.1.1.1, ;Ceiling insulation installed per ;❑Complies 303.2 manufacturer's instructions. ❑Does Not [F12]1 Blown insulation marked every ❑.Not Observable 300 ft2. k❑Not Applicable _._.... ........ _._..� _.... 402.2.3 :Vented attics with air permeable ❑ omplies [F122]2 insulation include baffle adjacent ilboes Not to soffit and eave vents that F❑Not Observable extends over insulation. ❑Not Applicable ... - -.-- 402.2.4 Attic access hatch and door R- R- ❑Complies [F13]1 insulation >_R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable ...._ . ..... _. _ _. 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 ACH 50 = ,❑Complies [F11711 !ach in Climate Zones 1-2, and E❑Does Not <=3 ach in Climate Zones 3-8. '❑Not Observable ; ❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies [FI27]1 determine air leakage with ft2 ft2 1❑Does Not either: Rough-in test:Total leakage measured with a ;❑Not Observable 'pressure differential of 0.1 inch ❑Not Applicable w.g.across the system including 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 [F14]1 :cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air 'handler @ 25 Pa. For rough-in 1❑Not Observable tests,verification may need to ❑Not Applicable occur during Framing Inspection. i 403.3.2.1 Air handler leakage designated ❑Complies [F124]1 by manufacturer at<=2%of �[JDoes Not design air flow. !❑Not Observable j❑Not Applicable 403.1.1 Programmable thermostats '❑complies [Fl 9]2 installed for control of primary r❑Does Not heating and cooling systems and initially set by manufacturer to ;❑Not Observable ;code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed I❑Complies [Fl 10]2 on heat pumps. ,❑Does Not 't 't❑Not Observable $❑Not Applicable 403.5.1 Circulating service hot water ❑Complies [FI11]z systems have automatic or ❑Does Not <accessible manual controls. ❑Not Observable , ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Mitchell Residence Report date: 12/11/23 Data filename: Page 7 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies. Comments/Assumptions & Req.ID 403.6.1 All mechanical ventilation.__... W� system I❑Complies [F125]2 'fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits per Table ',❑Not Observable R403.6.1. ❑Not Applicable 403.2 Hot water boilers supplying heat ;❑Complies [F126]2 through one-or two-pipe heating ❑Does Not 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 [FI28]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply', ❑Not Observable 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. 403.5.1.2 Electric heat trace systems ❑Complies [FI29]2 comply with IEEE 515.1 or UL IDDoes Not 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 ❑Complies [F130]2 systems have controls that '❑Does Not manage operation of the pump and limit the temperature of the ❑Not Observable water entering the cold water ❑Not Applicable piping to <= 1049F. . ................. ..... ......„. ........ . 403.5.4 ,Drain water heat recovery unitsComplies [F131]2 tested in accordance with CSA ,Cl❑Does Not B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units < 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water " heat recovery units< 2 psi for individual units connected to three or more showers. _ ...............................-- 404.1 90% or more of permanent ❑Complies [F16]1 ;fixtures have high efficacy lamps. ❑Does Not ❑Not Observable ❑Not Applicable _ ., -_.......- 404.1.1 Fuel gas lighting systems have , ;❑Complies [F123]3 no continuous pilot light. ",E]Does Not d, ❑Not Observable ' ❑Not Applicable 401.3 Compliance certificate posted. y❑Complies [F17]2 [••••]Does Not [•;;;;gNot Observable 'I Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Mitchell Residence Report date: 12/11/23 Data filename: Page 8 of 9 Plans Ve Plans Val �S�ecflon Plans Verified Field Verified ct"O" Final Inspection Provisions Complies? # ue _] Comments/Assumptions Value Value Req.11) ......... 303.3 Manufacturer manuals for TIComplies EF11813 mechanical and water heating IJDoes Not ;systems have been provided, �E]Not Observable ®blot Applicable Additional Comments/Assufnptiorvs: El �High Irn pact(Tier 1) 12 1h edium Impact(Tier 2) — 3 Low Impact(Tier 3) .P roj I ect Title: Mitchell Residence Report date: 12/11/23 Data filename: Page 9 of 9 2018 IECC Energy Efficiency Certificate OMMEMEMMEMEM I Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 0.00 Ceiling / Roof 46.90 Ductwork (unconditioned spaces): Window 0.18 0.25 Door 0.18 0.25 Heating System: Cooling System: Water Heater: MEMEM Name: Date: Comments 503 0 J�sse MITCHLILL GENERAL NOTE5 CONCRETE FINISH NOTES 1. ALL WORK l5 TO CONFORM TO THE RULE5 AND RE5-ULATION5 OF THE 1, ALL CONCRETE WORK 5HALL CONFORM WITH THE REQUIREMENT5 OF THE 4. BEAM CONNECTIONS SHALL BE DESIGNED TO WITHSTAND ONE-HALF THE L PAINTING OR INTERIOR FIN15HINC 5HALL NOT BE DONE UNDER CONDITIONS LOCAL BUILDING DEPARTMENT AND THE N.Y.5. RESIDENTIAL CONSTRUCTION AMERICAN CONCRETE IN5Tl7117E A.G.I. 3/6 LATEST EDITION. MAXIMUM ALLOWABLE UNIFORM LOAD FOR THE PARTICULAR BEAM AND WHICH WILL JEOPARDIZE THE QUALITY OR APPEARANCE OF 5/ICH WORK. CODE. NO NOTE OR DETAIL OR LACK THEREOF 5HALL BE GON5/DERE9 2. CONCRETE CONTRACTOR TO 5ET AND PLACE FORM5 WITH 57R16T 5PAN CONDITIONS SHOWN OR THE LOAD INDICATED ON DRAWIN555, WORKMAN5HIP,WHICH 15.AIDCED LE55 THAN FIR5T QUALITY BY 77E c r A5 RELIEVING THE CONTRACTOR FROM EXECUTION OF ALL WORK IN ATTENTION AND CARE TO ALL DATUM, FLOOR AND GRADE ELEVATIONS. WHICHEVER 15 GREATER. AIRCHI7FCT,WILL BE RE.EC7E9 ACCORDANCE WITH ALL 5TATE AND/GR LOCAL CODES 3. CONCRETE PROTECTION FOR REINFORCEMENT SHALL CONFORM TO LATEST 5 kELDING SHALL BE IN ACCORDANCE WITH AWS SPECIFICATIONS 115ING 2. 50MIT COLORS TO THE ARCHITECT, FOR APPROVAL. 2. ALL ELECTRICAL WORK TO BE FIRE LUNDERWRITER5 IN5PE6TED AND A.G.I. 5PECIFIGATION. E70 XX ELE5TRODE5. APPROVED. 5UBMIT CERTIFICATE TO OWNER UPON RECEIPT. 4 ALL TEMPERATURE REINFORCING 5HALL BE 5UFFICIENTZY EMBEDDED TO 3 PREPARE 5URFACE5 TO RECEIVE THE 5PECIFIED FIN15H. TAPE AND SAND 3. ELECTRICAL CONTRACTOR TO VERIFY ELECTRICAL 5ERVICE AND PARCEL DEVELOP RILL 5TREN57TH IN ALL CONCRETE WALL5 AND 5LA05 6. ALL BOL 75 5HALL BE A5TM A 325N AND 5HALL BE IN5TALLE9 TO A 5Mr-7 SMOOTH GY779 M BOARD TO RECEIVE THE 5PE6IFIE9 FINISH. PAINT GRADE FOR ADEQUACY IN PROVIDING NEW ELECTRICAL IN57ALLATION5 A5 5 PROVIDE ADEQUATE TIE5 FOR ALL 5TEEL REINFORCED IN 5LAB5,BEAM5, CONDITION A5 DEFINED IN AI5C 5PECIFIGATION5. WOODWORK 5HALL BE HAND 5ANDE9 BEVIEEN COAT5 AND DL15TFD GLEAN. 7b5 rAIRWAY PR. SHOWN ON THE PLANS UPGRADE, SERVICE, METER AND PANEL A5 MAYALL HOLE5, PITCH POGKET5 OR SAPPY PORTIONS 5HALL BE 5CRAPED AND PIERS,AND WALLS, REINFORCED BE HELD AT CORRECT DISTANCE FROM 7. ALL AELDER5 5HALL BE�Y CERTIFIED. THE FOLLOWING 5HELLAGKED, BE REQUIRED FORMS AND EARTH BY STEEL CHAIRS OR TIES. CERTIFICATIONS ARE ACCEPTABLE. NEW YORK 5TATE, NEW YORK CITY 4. ALL PLUMBING WORK TO BE IN 57RICT ACCORDANCE WITH N.Y.5. CODE 6. FOLLOW G.R.5.1. RULE5 FOR PLACING ALL REINFORCING 5TEEL AND DEPT. OF BIIILDINC5,OR TE5TIN55 LABORATORY CERTIFICATION TO THE AJ16 4• FILL CRACKS,HOLE5, IMPERFECTIONS IN EX15TINC WALL5, PARTITION5, OR AND ALL APPLICABLE LOCAL REGULATIONS ACCE55OR1E5. CODE. GYPSUM BOARD WITH PATCHING PLASTER AND 5MO07H OFF TO MATCH 5 CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, 1E. CON7RA6TOR5 7. CONTRACTOR 5HALL 5UBMIT CONCRETE MIX REPORT WITH PAINTING ADJOINING 5URFACE5 OR LAMINATE WITH I LAYER OF 1/2"GYP5tMB0AR0 TOW/1 oryoUTHOLPLIABILITY,WORKMANS COMPENSATION, COMPLETED OPERATIONS,ETC. GOMPRE55ION TE5T RE511LT5 TO ENGINEER FOR REVIEW PRIOR TO TO ACHIEVE REQUIRED 5MOO774NE55,A5 PER ARGHI755T51N5PECTION. ADEQUATE FOR THE PURP05E5 OF TH15 PRO.ECT AND FI RNI5H PROOF OF 5TARTIN57 FOUNDATION CONSTRUCTION. I. ALL 57FEL AFTER FABRICATION SHALL BE THIOR016HILY GLEANED OF RU5T, 5. WIFE NEW GYF5bM BOARD 5URFAGE5 W17H A DAMP CLOTH J,6T PRIOR TO SAME TO THE OJMER PRIOR TO COMMENCING WITH WORK. 6. REPRE5ENTATIVE TE5T CYLINDER5 5HALL BE TAKEN FROM THE CONCRETE DIRT,L005E MILL 5CALE,AND OTHER FOREIGN MATTER AFTER GLEANING, APPLICATION OF THE PIRIMIM IN ORDER TO LAY FLAT ANY NAP A RICH MAY PLACED EACH DAY IN ACCORDANCE WITH CONCRETE SPECIFICATIONS 5TEEL 5URFAGE5 5HALL BE 5HOP-PRIMED WITH ONE COAT OF METAL HAVE FORKED IN 5ANDING PROCE55. 6. EACH AC7E 7RKMANAC SHALL SUBMIT A COPY OF Hl5 INSURANCE TESTING SHALL BE PERFORMED AT 7 AND 26 DAYS PRIMER,AND ONE COAT COLOR TO BE 5ELE5TED BY OMR PAINT COA75 /A// /� �,/ a ® � / AEBIREOATION5 COVERAGE(WORKMO C MMENCI57 AC UAB/CITY,DISABILITY) TO 5HALL BE RILL WETTING,APPLIED THOROI'3HLY AND EVENLY TO THE 6. UPON COMPLETION OF PAINTING WORK, REMOVE ALL PAINT FROM WHERE IT f I�l / J , �', / THE OWNER PRIOR TO GOMMENGING WG>RK EACH SUBGON7R.AGTOR SHALL 9. ALL MESH SHALL BE SPLICED 50 THAT THE OVERLAP BETWEEN G�ITERMGST 5URFAGE5,AND FREE FROM 5PRAY DU5T, RUNS OR 5AG5 HA5 5PILLED, 5PL.A5HE9, OR 5PLATIERED ON EXP05E9 ADJACENT SUBMIT LIEN RELE145E5 PRIOR TO REQUESTING FINAL PAYMENT. CRO55 W/RE5 OF EACH 5HEET 15 NOT LE55 THAN THE SPACING OF THE 5URFACE5 A. AREA QTY QUANTITY 7. CONTRACTOR SHALL AT ALL TIMES PROCEED WITH WORK A5 TO MINIMIZE CRO55 W/RE5 P05 TWO INCHE5, LM-E55 OTHER0/5E 5HIOWN ON THE 2 PRIMER 5HALL BE RUST-O-LEUM 1069 05T-INHIBITING PRIMER OR 5YMBOL 17E5CR/PTION 5�'MBOL D55 5R/PT/ON A.B. ANCHOR BOLT RAD. RAD/U5 THE OWNER5 INCONVENIENCE,AND SHALL DO 50 IN A WORKMAN-LIKE DRAWING. APPROVED EQUIVALENT. 5ECOND COAT 5HALL BE 0577-0LEUM 10060, OR 7 EXAMINE FIN/5H 5IRFAGE5 AFTER COMPLETION OF WORK INCLUDING A.G.I. AMERICAN RD. ROOF DRAIN MANNER APPROVED EQUIVALENT. MILLWORK INSTALLATION AND PROCEED WITH "TOUGHAIP"AS REQUIRED CONCRETE RECPT. RECEPTACLE l0. ALL FOUNDATIONS SHALL BE CAST ON UNDISTURBED OR CONTROLLED INSTITUTE 8. ALL SALVAGEABLE MATERIALS AND EQUIPMENT INCLUDING FIXTURES, REINF REINFORCING ALL AND DECOR l I AL5 5HALL UI STORED AND PROTECTED ROOM ��AGT ED 50IL HAVING A MINIMIM BEARING CAPACITY OF 7TN0(2) TONS 6. PROVIDE ARCHITECT WITH A MINIMUM OF(3)6"X lO"BRU5H-GYIT5 OF EACH A.D.A. AMERICANS WITH 3. AFTER ERECTION, TOUGH LIP ALL FIELD GONIJEGTIONS AIVD ABRADED D15AB/LITIE5 ACT DDOLOR AND FINISH FOR ARCHITECTS APPROVAL,AT LEAST 2 J1( K5 PRIOR N. DOWN UNLESS OTHERH15E NOTED(SUB.ECT TO FIELD SURFACES WITH SAME TYPE OF MATERIAL t/589 FOR SHOP COATING. SECTION TAG- SEE DAMAGE UNTIL THE OWNER DETERMINES THE GG'URSE OF ACTION TO BE PER 5QUARE FOOT U X ELEVA TION TAG- ADH ADHESIVE DR. DOOR DTC. DETAIL TAKEN WITH SAME INSPECTION AND VERIFICATION BY CONTRACTOR/. TO 517E APPLICATION. ON-5/7E APPLICATIONS 5HALL BE REQUIRED ONE X-X DWG• A5 NOTED G) SEE DGYG. A5 NOTED A.F.F. ABOVE DWG. DRAW/NG WOOD JFK PRIOR TO FINAL APPROVAL. ARCHITECT RE5ERVE5 THE RIGHT TO F/NI5HE9 FLOOR 9. PROTECT AND MAINTAIN EX15TIN5UTILITY LINE5 WH/GH ARE TO 1I. MAXIMUM STEP OF FOOTINGS 5HALL BE ONE VERTICALLY TO TWO A016T ANY COLOR/FINI5H ONCE THE WALL TE-5T HA5 BEEN MADE. ALT. ALTERNATE OWLS DOl�ELS REMAIN IN 5ERV16E IN SUCH A MANNER A5 TO AVOID INTERRUPTION OF HORIZONTALLY WHERE ELEVATIONS CHANGE. I. ALL LUMBER 5HALL BE 90t&A5 FIR LARCH No. 2,FB = 675 P51, FV= 95 AL./ALUM. ALUMINUM EA. EACH THE5E LINE5. UNLE55 07HERW15E NOTED, ALL EXI5TING UTILITIES 5HALL BE P51,E= 1,600,000 P51, MAXIMUM MOISTURE CONTENT�IM% q FINISH UNDER5/DE OF 5OFF(T5(WHERE THEY OCCUR) TO MATCH ADJACENT ANDD. ANODIZED E.LFS. EXTERIOR VERTICAL FINISH, U.O.N. INSULA TION ALTERED, GAPPED, OR RELOGA TED IN A MANNER A,r'PROVED BY THE /2. ALL RETAINING WALLS 5H/ALL BE ADEQUA TFL Y BRACED DURING A.N.5.1. AMERICAN FINISH 5Y57EM CONSTRUCTION TO MAINTAIN 5AFE7Y AND 5TAB/LITY. BACKFILLING 5HALL 2. ALL 5W LUMBER 5HALL BE D0l/GLA5 FIR LARCH 5W GRADE FB = 675 FINI5H TAG- 5EE FINI5H NATIONAL ELECJ ELECTRIC/-AL CGOVERNMNTAL AUTHORITIE5 AND UTILITY COMPAN/E5 HAVING.LR15DICTION NOT BE PERMITTED UNTIL CONCRETE HA5 ACHIEVED 90�OF THE 5PECIFIED P5/, FV= 95 P5I,E= 1,400,000 P5/, MAXIMIM M0157LRE CONTENT<I9% 10 INSTALL ELECTRICAL SWITCH AND OYITLET COVER PLATE5, 5URFAGE x TAG- 5El=DWG. STANDARDS 50 A5 TO GUARANTEE A COMPLETE INSTALLATION. DESIGN 5TRENGTH LEGEND � CEILING FIN. INsrIrUrE ELEcr. HARDWARE,ETC.,AFTER PAINTING AND/G>R APPLICATION G'FWALL X-X A5 NOTED X-X LEGEND APPROX. APPROXIMATE ELEV•f-• ELEVATION A CONTRACTOR 5HALL PROTECT, PATCH AND REPAIR ALL EXISTING WORK 3. ALL WOOD CON5TRI.L'TION SHALL COMPLYWITH THE NATIONAL DE5/GN COVERINGS AND CARPET: ENG. EQUAL R/ED ADJACENT TO HI5 WORK, OR DAMAGED A5 A RE5UL T OF HI5 WORK. I3. ALL CONCRETE 5HALL A TTA A MINIMUM STRENGTH OF 3,000 P5/®28 ARCH. ARGHl7£GT/ SPECIFICATION FOR WOOD GONSTRLJGTION,L.r47E5T EDITION. . MODIFY EXISTING FLOOR SURFACES, TO RECEIVE NEW FLOORING MATERIALS -URAL EQUAL WHERE EX15TING MATERIAL5 ARE TO BE MATGHIED, CARE 15 TO BE DAYS FO�ATION, 5LAB5 ON CRAL?E AND CONCRETE EXP05E9 TO PLUMB/N6 AVG. AVERAGE EQUIP. EQUIPMENT TAKEN/N BLENDING COLORS AND REPLICATING ADJACENT FORMS AND WEATHER SHALL BE AIR ENTRAINED. 4. ALL WOOD EXPOSED TO kE4THER 5HALL BE GGA TREATED IN TO PREVENT NOTICEABLE LUMPS AND DEPRESS/ONS. B.O. BOTTOM OF ETC. ETCETERA CONTOUR5. ACGORDANCEWITH AFPA 5TANDAR95. I2. PARTITIONS AND MILLWORK TO RECEIVE STRAIGHT RESILIENT BA5E OR -�- ELEVATION X_X A66E550RIE5 TA6- B0. BOARD EXI5T. EXISTING I2. BEFORE 5UBM/TTING ANY PROPOSAL IT 5HALL BE THE RE5PON5IBILITY 14. ALL CONCRETE REINFORCING 57EEL 5HALL BE IN ACCORDANCE WITH ASTM CARPET COVE RESILIENT BA5E AT RE51LIENT FLOORING. U.O.N. BENGHMf�RK SEE A66E550R1E5 BLDG. BUILDING EXP. EXPOSE A-615 GRADE 60 DEFORMED BARS 5 ALL WOOD CONNECTORS 5H4LL BE BY m5IMP50N; FD. "TECO; OR OF THE CONTRACTOR TO FAMILIARIZE HIM5ELF WITH ALL EXI5TJNG B.F.P. BACK FLOW EXT FLOG EXTERIOR APPROVED EQUAL. I3. 5TAIMP AND PANN7ED SURFACES SHALL BE FIN15HED 5ZH THAT.JOINT5 LEGEND PREVENTOR . FLOOR DRAIN CONDITIONS, MATERIALS TO BE MATCHED, WORKING SPACE AVAILABLE, l5 hIEL17ED WIRE MESH 5HALL BE IN ACCORDANCE WITH ASTM A-185 ARE NOT Vl5/BL.E J1WEN VIEhED FROM ANY REASONABLE ANGLE. BLK. BLACK FON. FOUNDATION SAFETY PRECAUTIONS,ETC. REQUIRED FOR THE SAFE AND EXPEDITIOU5 6. MEMBERS DE5IGNATED A5 "GANG LAM"OR "L.AMINAT ED VENEER LUMBER"OR BLK'C. BLOCKING FIN. FINISH EXECUTION OF TH/5 CONT RAGT. FAILURE TO DO 50 WILL NOT BE 16. ALL 57R 6 n4RAL MEMBERS SHALL BE POURED FOR THEIR FULL DEPTH5 IN "LVL"SHALL BE MANUFAG7WED IN ACCORDANCE WI7H 5PECIFICATION5 BY 14. WALL COVERING 5EAM5 SHALL NOT OCCUR WI THIN/#-Om OF GORNER5. EXTERIOR FINI5H TAG- BRC. BEARING FlX7. FIXTURE CA05E FOR EXTRA C05 T5 TO THE OWNER OR OWNER5 REPRESENTATIVES ONE OPERATION. CONSTRUCTION JOINT5 5UCIH A5 A DAY5 POUR JOINT5 ROOM ROOM NUMBER I-XI BTM. BOTTOM FLR. FLOOR CONTACT THE ARCHITECT 1M14D/ATFL Y lF FIELD GOND/TIONS ARE SHALL BE LOCATED IN INE MIDDLE OF THE 5PAN MAIN REINFORCING TO LOU151ANA PACIFIC CORP. NO 51B5TI7UTE5 SHALL BE PERMITTED WITHOUT APPLY FABRIC 50 WALL I5 DIVIDED Wl7H A MINIMUM NUMBER OF 5EAM5, T/}6 SEE EXT. MATERIAL ETN. BETWEEN ERZ: FREEZER FG�(IND TO BE OTHER THAN THOSE SHOWN HEREON PR/OR TO PROCEED/NG RUN THRG�IGH THE JOINT, KEY AND RG'r.1GHEN JOINTS TO EXPOSE THE ENGINEERS APPROVAL. DESIGN STRESSES ARE AS FOLLOWS: FH = AND WITH EQUAL ,hfIDTH PANELS, U.O.N.LEGEND/5/TE GAB• CABINET �G. FOOT N�7 WITNWORK AFFECTED BY SAME. AGGREGATE FOR CHEMICAL BOND. 2,950P5/, FV= 290P5/,E= 2,00>0.000P51 G.C.F COMPACTED 15 LOCATE IN7FR5ECTION5 OF DIFFERENT FLOOR FINISH MATERIAL5 DIRECTLY GA. CACE/CUAGE GRANULAR FILL l3. CONTRACTOR SHALL VERIFY ALL D/MEN51ON5 PRIOR TO 7. THE ARCHITECT SHALL PROVIDE CALCULATIONS TO THE CONTRACTOR FOR UNDER CENTER OF DOORS, U.O.N. GAL. GALLON l7. NO HORIZONTAL JOINT5 5HALL BE PLACED 1N WAL.L5 EXCEPT A5 5Wk&ON .G.J. GQNTROL JOINT GALV. GALVANIZED FABRICATION. THE DRAWINGS,WITHOUT THE APPROVAL OF THE ENGINEER VERIFICATION OF LOAL75 AND BEAM 5/ZF5 WITH MFR PRIOR TO ORL7ERlNG GL. CENTER LINE AND MANUFACTURE. NOTIFY ARCHITECT OF ANY DI5CREPANGIE5, IN WRITING, 16• SUBMIT CARPET 5EAMIN6 PLAN(I=OR BROADLOOM) TO ARCH17ECT PRIOR TO DOOR Ti4G- PROPOSED WALLS G.C. GENERAL I4. D/SGREPANGlE5,ERRORS, OM155/ONS,ETC., IN ANY PORTION OF THE SCHEDULE REFER TO FLOOR GLC. CEILING CONTRACTOR 5HIOULD THERE BEA PROBLEM. ORDERING AND AT LEA5T(4)J�EEK5 PRIOR TO 1N5TALLATION FOR O DRAW/NGS WHICH AREA T VARIANCE W/TH THE LAW ORDINANCES RULES /6. MAXIMUM LENGTHS OF FG�IJNDA TION WALL PG�/IR IN ONE OPERA TION SHALL X CLOS CLOSET GD. GRADE ARCHITECTS REV/ICY AND APPROVAL. OR REGULATIONS, BEARING ON THIS GONDIIGT OF THE WORK SHALL BE BE NO MORE THAN TWD GONSEGUTIVE COLUMN DIM. OR 60 F�7. DOOR 5CHD. PLAN5 FOR 51ZE CLR. CLEAR CL. GLA55 6. THE CONTRACTOR 5HALL BE RE5PON5/BLE FOR COORDINATING ALL COL. COLUMN GYP. GYPSUM REPORTED PROMPTLY TO THE ARCHITECT. REQUIRED IN5R55TION5 OF THE 1ROU6H AND FINAL FRAMING l7 METAL DOORS, CONVECTOR COVERS, FRAME5 AND WALL5 A5 5PECIFILD, GONG. CONCRETE H.G. HANDICAP 15. IF CONDITIONS ENCOUNTERED DURING CON57RZTIOM DIFFER 1q. CONCRETE CONTRACTOR TO BE RE5PON5/BLE FOR SETTING ALL ANCHOR TO RECEIVE A PAINT FINISH 5HALL BE PAINTED A5 FOLLOWS: PROPOSED DOOR GOND GONDU(T ACCESSIBLE BOL T5 AND LEVELING PLATES. WINDOW TAG- CONN. CONNECTION H.G. HOLLOW GORE FROM WHAT 15 5H1OJM�l ON DRAWINGS, THE ENGINEER SHALL BE q, REFER TO DRAWING C5-2 FOR DESIGN LOAL75. GYP504 REFER TO FLOOR GON5T. CONSTRUCTION H.D. HIGH DEN51TY NOTIFIED IMMEDIATELY AND WORK 5HALL NOT PR057RE55 UNTIL 20. PROVIDE CONTINUOU5 2x6 TREATED 5ILL PLATE OVER TERMITE SHIELD FIR5T GOAT LATEX PRIMER O SCHEDULE HDR. HEADER ALL PROBLEMS ARE RE-50LVED TO THE 5AT15FAGTION OF THE " ' " (/'-0' /O. ALL CONCEALED 5PACE5 IN WOOD FRAMING 5HALL BE FIRE5TOPPED WITH 5ECOND COAT LATEX EGG5HELL. PLANS AND SGHED. DONT. GONTINI.bUS HDW HARDWARE TIED INTO FG�IINDATIONWALLS WITH 5/8 ANCHOR BOLTS 3-0 o.c. (l-0 DOOR 5c'.HD. CONTR. CONTRACTOR HDWD HARDWOOD ENGINEER MAX FROM ALL CORNERS)WITH lO"min EMBEDMENT. PROVIDE SILL WOOD BLOCKING ACCURATELY FITTED TO FILL THE OPENING AND ARRANGED THIRD GOAT LA7EJC EGGSHELL FOR 5/ZE G.T. GERAM/G TILE H.M. H10LLLO��yy MET,,44L[� 16. ALL SUBCONTRACTORS 5HALL BE RESPONSIBLE FOR FILING AND 55ALER AND GROUT 5ILL PL.A7F TO WALL. TO PREVENT DRAFTS FROM MOVING FROM ONE SPACE TO ANOTHL�? METAL DOORS FRAMES.. t CONVEGTOR5: PROPOSED G.SI. GON57RUGTlON GON7RAGTOR(5) 5PECIF16ATION HT. HEIGHT OBTAINING APPROVAL5 FOR THEIR WORK WHICH MAYBE REQUIRED. 21 FLOOR 5LAB5 ON GRADE TO BE 4"POURED CONCRETE WITH 6x611 4X1.4 GA. ll. PROVIDE BRIDGING 6'-0"o.c. MAX(50LID OR CRO55 BRIDGING). FIRST GOAT LATEX METAL PRIMER Q REVI5101V TAO �� FIXTURE5 FOR IN5T17UTE H.V.A.C. HEATING, l7 ALL 5UBGONTRAGTOR5 5HALL PROVIDE ALL EQUIPMENT, TOOL5, FENCES, WIRE REINFORCING AND STEEL 7R0J'EL FINISH. PROVIDE 1/2" 5ECON9 GOAT LA7EX 5EMl&L 055 ENAMEL Co. GUBIG VENTILATION,AIR TRANSPORTATION, 5AFECUARQS ETC.,A5 REQUIRED FOR THE PROPER THIRD'COAT LATEX 5EMl C-LO55 ENAMEL FUTURE GoldDlrloN/NG EXECUTION OF THEIR WORK. PREMOULDED EXPANSION JOINTING AT FLOOR SLAB AND FG'lINDATION 12. NorGHE5 OR HOLE5 FOR PIPING ETC. IN STRLAG711RAL. FRAMING MEMBERS DBL. DOUBLE 1 G. ISOLATED GRG'UND WALL. PROVIDE 2"(R-IO m1n)RIGID IN511LATION 2'-0"EACH WAY (EOR 5HALL NOT BE PERMITTED l6. PAINT SHALL BE LATEX- INTERIOR FINISHES TO GOIdPLY WITH LOCAL DEC. DEGREES I6. ANY DEVIATIONS FROM THE ARGHITEGT5 DRAWINGS MUST BE SUBMITTED COMBO CARBON MONOXIDE DIA. DIAMETER INCHE5 TO THE ARCHITECT IN WRITING FOR APPROVAL. HEATED 5PACE5) BALDING CODE AND 5HALL BE INTERIOR FINISH CLA55 G FOR GORRIDOR5 5MOKE DETEC TOR DIM. D/MENS/0N INCL. /NGLUDE/ED /3. DOUBLE J0/5T5 UNDER ALL PARTITIONS RUNNING PARALLEL WITH THE J0/5T5. AND ROOM5. SMOKE DETEC TOR 5HALL BE 5HALL BE HARDWIRED 1N56L. 1N5ULATION INFO. INFORMATION I9. EACH CONTRACTOR AND 5U51GONTRAGTOR 5HALL BE RE5PON5/BLE FOR 22. ALL SLABS ON GRADE SHALL HAVE THICKENINGS,DEPRESSIONS,HARDWI�'ED TO CENTRAL 1N7: INTERIOR IN57L. IN57ALLATIOW MAINTAINING 5AFFTY ON THE JOB SITE DURING THE CON5TRUCTION OPENIN55,ETC.,A5 REQUIRED OR A5 5HOAN HEREIN OR ON 14. ALL FLOOR AND 5KYLI6HT OPENINC75 ARE TO BE FRAMED WI7H DOIBLE Iq INTERIOR FINISHES 5HALL BE CLA551FIED IN ACCORDANCE WITH SURFACE s° TO CENTRAL 5Y5TEM J-BOX .,UNCTION BOX INSTALLED PHASE TO COMPLY WITH THE REGULATIONS AND REQUIREMENTS OF THE ARCHITECTURAL DRAWINGS /LEADERS AND TRIMMERS FULLY JOINED WITH 5TEEL BRIDGES OR '7EG05". FLAME RATINGS. ALL FINISHES IN THE PROPOSED AREA TO BE INTERIOR 5'r5 TEM WITH BATTERY J5T. JOIST READ REQUIRED OCCUPATIONAL 5AFETY AND HEALTH ADMINI57RATION. TH155HALL FIN15H CLA55 B. FINI5HE5 MATERIAL 5HALL HAVE FLAME-5PREAD RATING WITH BATTERY BACKUP JT JOINT RM ROOM 23. PROVIDE POGKET5 IN WALL FOR GOLUMN5"BEAM5 AND 5LAB5 l5. TO ELIMINATE THE HAZARD OF MOISTURE CONDEN5ATION IN GOLD kEATHE9 OF 26 TO 75 SMOKE DEVELOPED RATING OF CLA55 B. BACKUP INCLUDE,BUT ARE NOT LlM/TED TO: PROVIDING ALL NECESSARY IN 5UPPLIER R.O. R016H OPENING MINIMUM BEARING ON WALL5 OR BEAM5: FOR 5LAB5, 8 FOR BEAH5, LAM. LAMINA TEMPORARY SUPPORTS AhID BRACING A5 MAYBE REQUIRED PRIOR TO AND TO PERMIT THE ESCAPE OF HEAT IN HOT hEATHER. VENTIL rATION G'F R.T.U. ROOF TOP UN/T V.O.N. V. LALAVATORY SAN. SANITARY THE THE INSTALLATION GE NEW S7RUG7UR.AL ELEMENTS,AS WELL AS ATTIC AND CRAWL SPACES 15 REQUIRED. BLOCKING AND BRIDGING SHOULD 20. ATTACHMENT AND ADHESIVES FOR INTERIOR LOCATIONS,J1I41GH WILL LB5 !POUNDS 5.6. 50LID CORE ADEQUATE AND PROPER BARRI6ADE5, RAILING5,L/GHITING, 5TAIR5,ETC. 24. TOP ELEVATION OF 5LAB5 5HALL VARY ACCORDING TO FINISH FLOOR BE ARRANGED 50 A5 NOT TO INTERFERE WITH THE MOVEMENT OF AIR. PRODUCE PRODZT5 MORE TOXIC THAN TH05E GIVEN OFF BY WOOD OR L.F. LINEAL FOOT 5CH9. 5CHEDULE REQUIRED TO PROTECT THE WORKMAN, OWNER5 PER50NNEL AND MA7ERIAL. 5EE ARCHITECTURAL DRAWINGS. PAPER WHEN DECOMPOSING OR BURNING WILL BE RE.ECT EP ARCHI TEC TURAL: 5ECT. 5EGTION OTHERS FROM IN MY DUE TO CON57RZTION WORK PROVIDE FREE 25 IN ANY APPROVED CON5TRACTION JOINT PROVIDE 2 X 4 KEY MIN. AND 24 2I. ALL NEW OR MOPIFIE9 GONS7RZTION 5HALL BE FINl5HlED A5 PER ONO ERS L.P. LOW PO/NT l6. ALL CATHEDRAL CEILINGS 5HALL HAVE GONTI 1/ENTILATION FROM , G5-100 - &ENERAL NOTES, LEGENDS, DRAX1NG L/5T ABBREVIA T/ON5 MA7L. MATERIAL 5F SQUARE FEET AND SAFE PA55AGE FOR PERSONS TO AND FROM AREA5 AND " EAVE5 TO RIDGE. 52E INSULATION ACCORDINGLY. PROVIDE 3/4"dla. VENT 5ELE6TION5/N ACCORDANCE WITH MANUFACTURERS PLIBLI5HED MAX. MAXIMUM 5HT. 5HEET FACILITIES WH/OH ARE TO REMAIN. BAR DIAMETER LAP(I6 MINI OF REINFORCING,EXCEPT FOR 5LAB5 ON HOLE5 A5 NEEDED 7HRU 5KYL16HT FRAMING TO MAINTAIN CONTINUOUS G5-101 - 007E COMPLIANCE NOTES $ DETAIL5 MECHH, MECHANICAL 5/M. SIMILAR GRADE. VENTILATION. SPECIFICATIONS. MFG. MANUFACTURER 5M. SMALL 20. FIGURED DIMENSIONS 5HALL GOVERN SMALL 5CALE DRAWINGS WHERE PP-l00 - PROPO.�BD PLOT PLAN MIN. MINIMUM 5PEG5 5PE61FIGATION5 DIMENSIONS ARE E57ABLI5HED BY CONDITIONS. IF EXISTING,EACH 26. SLAB ON GRADE 5HALL BE POURED IN STRlP5 GONSTRUGTION OR CONTROL A-100 - CELLAR REMOVAL Fi AN MI5C. M/5GELL.ANEOU5 50. 50UARE CONTRACTOR 5HALL MEA5LIRE EXI5TIN57 GONDITION5 PRIOR TO ORDERING JOINT5 5HALL HAVE A MAX114lIM SPACING OF 30'-0"IN EITHER DIRECTION. l7 DGKIBL.E J0I5T5 UNDER ENTIRE BATHROOM AREA UNLE55 OTHERWISE NOTED. MM. MILLIMETER 50. FT. 56UARE FEET MATERIALS AND GOMMENGING WITH WORK. MAXIMUM AREA OF POUR 5HALL BE 2700 5Q. FT. A-101 - F/RST FLOOR REMOVAL PLAN M.R. M0/57URE 55., 5/5 5TAINLE55 STEEL " /6. THE CONTRACTOR 5HALL IN60RPORATE ALL REOUJREO 57RAP5,ANGLE5, RE515TANT 21. GENERAL CONTRACTOR AND H/5 SUBS ARE RE5PON5/BLE FOR ALL LAY- 27. ALL WALL AND PIER FOOTINGS 5HALL BE MINIMUM 12 THICK AND PROJECT TIE5, 5UPPORT5,ETC. A5 MAYBE REQUIRED FOR PR07F5TI0N OF 5TRUG7URE A-102 - PROPOSED CELLAR FLOOR $ FOUNDATION PLAN MTD MOUNTED STD STANDARD „ Mn. METAL 5TL. 57FEL OUT WORK, INGLl1D/NG SPEGIFl1D LAY-OUT DRAWINGS AS REQUlR1 IJ 6 MINIMUM BEYOND ALL FACES OF WALLS AND PIERS UNLESS 07HERW/5E FROM FORGES OF NATURE THIS INCLUDES: ROOF TO ROOF,DOGE TO WALLS; A-103 - PROP0:5ED FIRST FLOOR PLAN N.I.G. NOT IN CONTRACT 5TRZT. STRUCTURE/--AL GENERAL CONTRACTOR 5HALL COORDINATE RE5PE6TIVE 5LIBCONTRAGTOR5 NOTED. WALL5 TO WALL5 AND WAL.L5 TO FOUNDATION. THESE FA5IFNER5/TIE5 ZOO - PROPO.` ED ELEYA T/ONS� NOM. NOMINAL 5UPPL. 5UPPLY/-IED 50 A5 NOT TO GAV5E UNDUE HARDSHIP,DELAY AND INIFRFERENGE WJ7N SHALL BE A5 NFRV BY 5/M 50N OR APPROVED EQUAL. NO,/NUM. NUMBER 56p. 5U5PENDED CONDX T OR WORK. 28. GROUT USED 5HALL BE NON-FERRG�IIS NON SHRINK GRG�IIT BY IN-PAKT AND c N.S.F NATIONAL. T/ TOP OF 5HALL ATTAIN A STRENGTH OF 4,000 P5/ IN 7 DAYS. A-201 - PROPO.�ED ELE1/AT/ONS 22. CONTRACTOR TO REMOVE ALL DEBRI5 CREATED BY TH15 WORK FROM THE l9. ALL FASTENERS FOR PRE55URE TREATED LUMBER TO BE HIOT GALVANIZED. SANITATION 7B. THRa45H BOLT 517E AND DI5P05E OF IN A LEGAL MANNER ON A JfEKLY BA515 OR 29. ALL SLAB TEMPERA7URE REINFORCEMENT TO BE FIBERME5H CONCRETE A-300 - PROPOSED 5EGT/ON FOUNDATION T$B TOP $ BOTTOM N.T5. NOT TO SGAL.E TQC TONGUE � GROOVE SOONER IF CONDITIONS WARRANT. REINFORCEMENT A5 MANUFACTURED BY F/BERMESH CO. OR APPROVED A-500 - TYP/GAL DETAIL5 O.A. OVER ALL TEMP. TEMPERED 23 AT THE COMPLETION OF WORK THE SITE 15 TO BE CLEARED OF ALL EQUAL. MIXING AND PLACEMENT 5HALL BE IN ACCORDANCE TO A-6OO - R/SER DIAGRAM, DOOR, IN/NDOI�Y PLUMB/NG SCHEDULES O.G. ON CENTER 7YP. TYPICAL . OPNG. OPEN/NG UL. UNDERWRl1FR5 DEBRIS AND EXCESS MATERIALS THIS FACILITY 15 TO BE LEFT BROOM MANUFACTURER5 5PE606ATION5 OPT. OPTIONAL LABORATORIES GLEANED AND WORK 15 TO BE COMPLETED TO THE TOTAL 5ATlSFAGTION OPP. OPP05/7E W ULTRAVIOLET OF THE OMER PRIOR TO RELEASE OF FILIAL PAYMENT STEEL PL. PLATE V. VOLT/VOLTAGE 24. THE ARCHITECT HA5 NOT BEEN RETAINED FOR ADMIN15MATION OF THE L ALL 57EEL FABRICATION AND ERECTION 5HALL CONFORM TO AI5C RL M3 PLUMBING VB. VAPOR BARRIER CONSTRUCTION OF TH15 PROJECT. 5PE6IFIGATION5 FOR 5TRUC7URAL 57F-EL,L.ATE5T EDITION. PLYIND PLYWOOD V.P. VENT PIPE PNC. PANEL VERT. VERTICAL 25 CONTRACTOR5 5HALL COOPERATEW/TH ALL OTHER TRADES AND WHERE 2. ALL STRUCTURAL STEEL 5HALL BE ASTM A 36,EXCEPT STRUCTURAL TUBE SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: PR. PAIR kyl W/o WI rHINI MOUT REQUIRED IN5TALL ALL BUIL T-IN WORK, 5LEEVE5, INSERTS, ETC.,A5 DATE: DESCRIPTION: PREP. PREPARATION/ REQUIRED FOR A COMPLETE JOB. WEIGH 5HALL BE ASTM A500 GRADE B. AND 57R1IG71/RAL PIPE WEIGH 5HALL PREPARED WD HOOD BE A57M A50% ,��AEO AqL, ovo9aa UNED POR FILLING GE LRAL /`/OTU, LEG[A[)f, WOW. WINDOW 26. 5EE N.Y.5. BUILDING CON57RUGTION CODE MANUAL FOR REQUIRED WOOD '`' ro '�'i P.SF. 50 RE FOOT H.H. WATER HEATER FRAME NAILING SCHEDULE. 3. ALL 5TRIICTURAL 5TEEL U5ED A5 EXTERIOR WALL LINT5L5 5HALL BE �n DRAWING f IIT AND AP��REVIATION/ WP. WATER PROOF GALVANIZZ=D. ..i P.S.I. PG�/ND5 PER WT: WEIGHT * SQUARE INCH W.W.F. WELDED HIRE . '� _ PPT NMT PA TI FOINT FABRIC 9 O,E CAD FILE NAME: �, M"6 P °, NES A2652_0/=100 NEMSCHICK SILVERMAN ARCHITECTS P.C. PROJECT TITLE: DATE: NSA PROJECT *: the business of ARCHITECTURE." MITCHELL RUI[)CNCE 10/26/2023 23_2652 ". . . _ ........ _.. --------------------------- ............... _................- _.. _.._ . -- - - - - ------ - __- - _.._.. �_-- - --- - ---- - . ---..... - _ � SCALE: DRAWING NO.: CUTCHOGUE, IV 11955 A /10=1 66 EAST MAIN STREET PATCHOGUE, NEW YORK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: cy- 1 00 Phone : 631 563 2130 Fax : 631 563 2139 www.nsarchitects.comr ®COPYRIGHT 2024 t�MSCMCK SLVERMAN ARCHITECTS P.C. 1000 109 O5 14.032 Zf i CLIMATIC AND GEOGRAPHIC, DE516N CRITERIA OF THE TOWN OF SOUTHOLD TABLE 602.3(1) FA5TEN1 N6 5GHEOULE TABLE (902.3(1) FA5TEN1 N6 5GHEDULE NA I L I N6 4 5TRAPP I NG AT PER 2020 RESIDENTIAL CODE OF NEW YORK STATE TABLE R3012 (1) EXTERIOR WINDOW / DOOR HEADERS NOTE: DESCRIPTION OF NUMBER AND TYPE SPACING AND DESCRIPTION OF NUMBER AND TYPE SPACING AND WIND DE516N 5E15MIG SUBJECT TO DAMAGE FROM ITEMT BUILDING ELEMENTS OF FASTENER LOCATION ITEM BUILDING ELEMENTS OF FASTENER LOCATION NAILING SCHEDULE: ALL 5TRAPPIN6 TO BE 1-1/4"x20 6AU6E STEEL GOOD ROUND WIND ICE BARRIER FLAIR MEAN 5NOW 5PEEe TOP065 APHIC SPECIAL WIND WIND-BORNE m DE516N WEATHERING FR05T LINE DE516N UNDERLAYMEN FREEZING ANNUAL ROOF WALL CONTINUED ROUGH OPENIN6 REQUIREMENTS FOR WINDOW OPENIN65 OR"SIMPSON"EQUIVALENT-G520(COILED STRAP) GA1I=GORY b TERMITE ti HAZARDS I � (ALL STRAPPING SHALL BE LOAD (MPH) EFFECTS REGION DEBRIS ZONE DEPTH TEMP REQUIRED INDEX TEMP 4-8d box 3-8" box NOTATION INSTALLED PRIOR TO SHEATIN6) SEE PLANS SEE PLANS SEE PLANS MODERATE TO SEE PLANS SEE PLANS SEE PLA 51 PLANS SEE PLANS (2 Y2" x O.II3") or (2 Y" x O.I13") or ROUGH A B G D E 25 P5F 128 MPH B SEVERE 3 TT BLOCKING BETWEEN CEILING JOISTS 3-8d common 3-8d common OPENING EXAMINER EXAMINER EXAMINER IEAW EXAMINER EXAMINER EXAMINER EXAMINER EXAMINER I OR RAFTERS TO TOP PLATE (2 Y2" x 0.131") or TOE NAIL (2 Y2" x 0.131") or 2'-0" 2 (1)2X4 I I I 3-IOd box 3-Lod box „ 4-0 4 (I)2X4 2 2 2 D WIND-BORNE DEBRIS PROTECTION FASTENING NOTE: LIGHT AND VENTILATION REQUIREMENTS (3" x 0.128"); or (3" x 0.128"); or NOTE: FOUNDATION ANGHORAGE 61-0" SCHEDULE FOR WOOD 57RUCTURAL PANELS PER 2020 RE51DENTIAL CODE OF NEW YORK STATE PER 2020 RE51DENTIAL CODE OF NEW YORK STATE 3-3 x 0.131" nal s 3 staples, I" crown I6 6 (2)2X4 OR(1)2X6 3 3 3 4-8d box I" X 8" AND WIDER SHEATHING TO ga., 13/4" long 8'-0„ 8 (2)2X4 OR(I)2X6 3 3 3 TVP.PROVIDE RAFTER TO PER 2020 RE51DMTIAL CODE OF NEVI YORK STATE TABLE R3012.12 SECTION R403.1.6 SECTION R305 (2)2" x 0.113")• or 20 Wider than I x 8 FACE NAIL 10-0 10 (2)2X6 4 4 4 KING ATTACH ENT K-ETI EACH BEARING 12'-0" 12 (2)2X6 5 5 5 C__ E ALI6NED OR RAFTERS AND FA°�TENER SPACING 3-8d common PER JOIST, 4-8d box FASTENER WOOD SILL PLATE SHALL BE FASTENED TO THE I. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH B KIN65 TO PLATES 4 Poor a Poor FOUNDATION WITH ANCHOR BOLTS. BOLTS SHALL BEA AGGREGATE GLAZING AREA OF NOT LE55 THEN 8 2 CEILING JOISTS TO TOP PLATE (2 Y2" x 0.131") or TOE NAIL (2 Y2" x 0.113") or NOTATIONS: TYPE s�SPA14 PANEL <P r-o MIN. I/2" IN DIAMETER AND SHALL EXTEND A MIN. OF 7 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. 3510" box 3-8d common A.NUMBER OF 8D NAILS AT EACH EIS OF STRAPPIN65 (3" x 0.1289; or (2 Y2" x 0.131"); or B.NUMBER OF SILL 5=5 ON THE FLAT(DOES NOT APPLY TO DOORS) :8 P000 SORA BASED „ INCHES INTO MA50NRY AND/OR CONCRETE, SPACED A 2. A MINIMUM OPENABLE AREA TO THE OUTDOOR5 3-3 x 0.131" nails 3-Lod box G.NUMBER OF FULL HE16W KIN&STUDS AT EACH 51DE OF HEADER ANCHOR WITH 2-INCH I6 10 8 MAX. OF 6 FEET ON CENTER AND LOCATED WITHIN 12 SHALL BE 4 PERCENT OF THE FLOOR AREA BEING GEILING J015TS NOT ATTACHED TO 4-10d box 0" x 0.128"); or D.NUMBER OF 160 NAILS END-NAILED THROWN ADJACENT KING STUD E��T LENGTH INCHES FROM THE END OF EACH PLATE SECTION. A NUT VENTILATED. (3 x 0.12b")• or 4 staples, crown I6 F #10 POOP SCREW BASED AND WASHER SHALL BE TIGHTENED ON EACH BOLT TO 3. BATHROOMS, WATER CLOSET COMPARTMENTS AND 3 PARALLEL RAFTER, LAPS OVERp END OF HEADER AT EACH 510E ANCHOR PITH 2-INCH Ib" 12" q" PARTITIONS (SEE SECTION 8802.5.2 3516" common FACE NAIL a., 1 3/4" Ion �EDMWr LENGTH THE PLATE AS PER 2020 RESIDENTIAL CODE OF NEW OTHER SIMILAR ROOMS SHALL BE PROVIDED WITH (3 Y2" x .131" )• or E.NUMBER of JACK HEADS AT EACH END of WADERS AND TABLE 8802.5.2) FLOOR AGGREGATE GLAZING AREA IN WINDOWS OF NOT LE55 4-3 x 0.131 Halls ( ����) BA5 � I6" I6" ib" YORK STATE. 4-8d box F.NUMBER OF 160 NAILS END-NAILED THROUGH ADJACENT JACK 5TUDS THAN 3 SQUARE FEET ONE HALF OF WHICH MUST BE GEILING JOISTS ATTAGHED TO PARALLEL (2 Y2" x 0.1139; or JACKS AND KIN65 AS 2-INCH EMBEDMENT LENGTH OPENABLE. 4 RAFTER (HEEL JOINT), (5EE 5EGTION A. ails TABLE 15 BASED ON leo MFH ULTIMATE DESIGN rurm!iPEED'',v.,Arm A as-FOOT MEAN ROOF HEIGHT. 3-8d common TO END OF 5111(5)AT EACH 510E(DOES NOT APPLY TO DOORS) SHOWN TVP..DETAIL® LEFT Table 8802.5.2 FACE NAIL 4.1 B. FASTENERS 5HALL BE INSTALLED AT OPP05M6 Ems OF THE WOOD 5TRXn RAL PArEL.. R802.5.2 AND TABLE 8802 S.2) (21'2" x 0.131")• or FASTENERS SIAL.BE LOCATED HOT LESS THAN I INCH FROM THE ED6E OF THE PANEL. 21 JO 15T TO SILL, TOP PLATE OR TOE NAIL c. ANCHORS SHALL Pe$INTO,T TMBIALvI TME Ate. OR WALL CSHALL B WITH AN NOT L15 T W 2 of NOT 4-10d .12 GIRDER 0"x" box /�//�/ O J�/ I$ ®® S T �( FF/A/� � 7A// Less TMAN 2 MCFES INTO THE BUIIDIN6 FRArE.FASTENEss sHu.1.�LocATED NOT LE55 TMA"z In INGFES NOTE: CLOTHES DRYERS EXHAUST REQUIRED NOTE: EMERGENCY ESCAPE AND RESCUE EGRESS (3" x 0.128")• or (3" x 0.128"); or /�� ��( /�T /� /fir FROM TME EDGE OF THE CONCRETE BLOCK OR CONCRETE. D. PA1�5ATTAaMTOMASOWYORMASOWf/ST",OSHALLBEATTAG�Il51N6VIBRATION-RESISTANT PER 2020 RE51DENTIAL CODE OF NEW YORK STATE OPENINGS REQUIRED PER 2020 RESIDENTIAL CODE COLLAR TIER TO RAFTER, FACE FACE NAIL 3-3 x 0.131 nails AW_+ R HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS THAN 1500 POUR PS. SECTION MI502 OF NEW YORK STATE SECTION 8310 5 NAIL OR I Y4n X 20 GA. RIDGE �O common EACH 8d box(2 Y x 0.1159; 411 TOE SCALE=N.T5. STRAP TO RAFTER (3 x 0.148 ); or RAFTER 4-3 x 0.131 nails 8d common NAIL MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS I. DRYER EXHAUST SYSTEMS SHALL BE INDEPENDENT OF I. BASEMENTS, HABITABLE ATTIG5 AND EVERY 5LEEPIN6 3-I6d box nails 2 TOE NAILS ON RIM JOIST, BAND JOIST OR (2)Y x 0.131")• or PER 2020 RE51DENTIAL CODE OF NEA YORK STATE TABLE 8301.5 ALL OTHER SYSTEMS. ROOM SHALL HAVE AT LEAST ONE OPERABLE (3 Y2" x 0.135")• or ONE SIDE AND 1 22 BLOCKING TO SILL OR TOP Tod box 6" TOE R40.2 . 1 .2 I ��U�AT I ON A�II Nr� �EN BTRA7I ON CRI 7 RIA" 2. DRYER EXHAUST SYSTEM SHALL CONVEY THE EMERGENCY ESCAPE AND RE5CUE OPENING ABOVE AND 3-I0d common nails TOE NAIL ON PLATE (ROOF APPLICATIONS (3" x 0.128"); or NAIL USE LIVE LOAD MOISTURE AND TERMINATE TO THE OUT5IDE OF THE BELOW GRADE A MINIMUM NET CLEAR OPENING OF 5.7 6 RAFTER OR ROOF TRU55 TO PLATE (3" x 0.148"); or OPP051TE 51DE ALSO) 3-3 x 0.13 nails BUILDING. 50.17T. AND A GRADE FLOOR OF 5 50.17T.. 4510" box OF EACH 3-8d box THE BUILDING THERMAL ENVELOPE SHALL MEET THE REQUIREMENTS OF UNINHABITABLE ATTICS W/O STORAGE 10 P5F 3. EXHAUST DUCT TERMINATIONS SHALL BE IN 2. EMERGENCY ESCAPE AND RESCUE OPENINC75 SHALL (3" x 0.128"); or RAFTER OR (2 Y2" x 0.113")• or TABLE 8402.1.2, BASED ON THE CLIMATE ZONE SPECIFIED IN CHAPTER 3. ACCORDANCE WITH THE DRYER MANUFACTURER'S HAVE A MAXIMUM SILL HEIGHT OF 44 INCHES ABOVE THE 1 4-3 x 0.131' nails TRUSS 2-8d common UNINHABITABLE ATTICS WITH 5TORA6E 20 PSF INSTALLATION INSTRUCTIONS. FLOOR. 4-I6d 23 1" X 6" 5UBFLOOR OR LE55 TO (2)21" x 0.1319; or FACE NAIL CLIMATE f�STRATION WrIJ6HT 6LAZEU GEILING WOOD MA55WALL FLOOR BA5EMENT SLAB GRAW- HABITABLE ATTI05 AND ATTIG5 NU FILED STAIR 30 P5F 4. 5GREEN5 SHALL NOT BE IN5TALLED AT DUCT 3. A MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 (3 Y2" x comm0.155"on or EACH JOIST 3-1x0 box ZONE UfAGTOR if FACTOR wor, ATION R--VALUE R-AMIEDWALL R--VALUE R-VALUE WALL RVHM SPADE TERMINATION. INCHES. 5-10d xcommon 231sta les, I" corown I6 (3 x 0.148 ); or TOE NAIL p SHGG R-VALUE R-VALUE #D�fFI WALL BALCONIES (EXTERIOR) AND DEGIC5 40 P5F 5. EXHAUST DUGT5 SHALL NOT BE CONNECTED WITH 4. A MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 4-I0d box go., 1 3/4" Ion R-VALUE GUARDS AND HANDRAILS 200 P5F SHEET-METAL 5GREW5 OR FA5TENING MEANS WHICH INCHES. ROOF RAFTERS TO RIDGE, VALLEY (3" x 0.128"); or 3-I6d box 8-20 OR EXTEND INTO THE DUCT. 5. OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE 4-3 x 0.131 nails REQUIRED 4 032 MAX 055 025 MAX 8-49 8/13 R-14 10/13 lo,RFL 10/13 7 OR HIP RAFTERS OR ROOF RAFTER 24 2 SUBFLOOR TO J015T OR GIRDER (3 " x 0.135")• or BLIND AND R-12+R-5 6. EXHAUST DUGT5 SHALL BE EQUIPPED WITH A OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. 3-I6d box nails 2-I6d common 032 MAX WA 025 MAX 8-49 R-20 0R BACKDRAFT DAMPER. 6. A DOOR OPENING HAVING A THRESHOLD BELOW THE TO MINIMUM 2 RIDGE BEAM (3)V x 0.135")• or (3!/2" x 0.162") FACE NAIL PROVIDED 4 R-12+R-5 WA WA WA WA WA GUARD IN-FILL COMPONENTS 50 P5F ROOMS OTHER THAN 5LEEPING 40 P5F 7. EXHAUST DUCTS SHALL BE CONSTRUCTED OF MINIMUM ADJACENT GROUND ELEVATION SHALL HAVE A 2-I6d common 3-I6d box AT EACH (3 Y2" x 0.162")• or END NAIL 2" PLANKS (PLANK 4 BEAM- (3 YY x 0.135")• or 0.0157 INCH-THICK RIGID METAL DUCTS, HAYING BULKHEAD ENCLOSURE WITH WELLS BEING A MINIMUM 3510" box 25 FLOOR � FLOOR) 2-I6d common BEARING, 2_O ROOF SHINGLES.SEE ROOF SLEEPING ROOMS 30 PSF SMOOTH INTI=8108 SURFACES WI1TH JOINTS RUNNING IN CLEAR AREA OF q SQ.FT. AND A MINIMUM HORIZONTAL FAGS NAIL 'I PLAN FOR ADDITIONAL INFO. THE DIRECTION OF AIR FLOW. PROJECTION AND WIDTH OF 36" AS PER SECTION 310.2.3 (3" x 0.131); or 5-16 x common) 3- x 0.13 Halls 3-I6d common PROVIDE TGE d WATER SHIELD TO 24" INSIDE STAIRS 40 P5F 8. FLEXIBLE TRANSITION DUCTS USED TO CONNECT THE WALL (3Y2" x 0.162") EXTERIOR WALL,OVER ALL FLASHING AND DRYER TO THE EXHAUST DUCT SYSTEM SHALL BE 4-1 od box GUTTER ATTACHMENT HARDWARE IN LIMITED TO SINGLE LENGTHS, NOT TO EXCEED 6 FEET IN NOTE: WIND DE516N PRE55URE FOR EXTERIOR WINDOWS I6d common 24" O.G. (3" x 0.128")• or ACCORDANCE WITH SECTION 8052.7.1 (NYS CODE) MINIMUM ROOF LIVE LOADS IN POUNDS-FORGE PER SQUARE STUD TO STUD (NOT AT BRACED (3 Y2" x 0.162") FACE NAIL 26 BAND OR RIM JOIST TO JOIST � END NAIL FOOT OF HORIZONTAL PROJECTION LENGTH AND SHALL BE LISTED AND LABELED IN GLA55 DOORS AND ANCHORING PER 2020 RE•51DENTIAL 8 „ „ 4-3 x 0.131 nails 2"X ROOF RAFTERS.5EE ROOF WALL PANELS) IOd box (3 x 0.128 ); I6 O.G. „ ACCORDANCE WITH UL 2158A. CODE OF NEW YORK STATE SECTION RbOq „ 4-3 x 14 ga. staples, PLAN FOR ADDITIONAL INFO. PER 2020 RESIDENTIAL GORE OF NEA YORK STATE TABLE 8301.6 or 3 x 0.131 Halls FAGS NAIL 1/k," q. TRANSITION DUGT5 SHALL NOT BE CONGEALED WITHIN I6d box (3)V' x 0.135");or 12" O.G. (I) LAYER OF UNFAGED BATT INSULATION BETHEEN ROOF CONSTRUCTION.TRIBUTARY LOA)ED I. EXTERIOR WINDOW5 AND DOORS SHALL BE DE5I6NED STUD TO STUD AND ABUTTING 5TUD5 AT TO RESIST THE DESIGN WIND LOADS SPECIFIED IN q INTERSEGTIN6 WALL CORNERS (AT 3" )< 200 common 0.131" Halls FACE NAIL G RAFTERS AND(i) LAYER OF CLOSED CELL SPRAY FOAM AREA IN SQUARE FEET FOR 10. THE MAXIMUM LENGTH OF A CLOTHS DRYER I6d common I6 O.G. (4" x O.K129; or A5 FOLLOWS: 32" INSULATION TABLE R301.2(2) AND 15 TO BE ADJUSTED FOR HEIGHT BRACED WALL PANELS) O.G. AT TOP AND ROOF SLOPE ANY STRUCTURAL MEMBER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE (3 Y2" x 0.162") FACE NAIL 51MP5oN H25 HURRICANE:STRAPS EVERY 1RAN51TION DUCT FROM THE DRYER TO THE WALL OR AND EXPOSURE WITH TABLE R301.2(3). PER 2020 I6d common O.G. EAGH BOTTOM MERAED RAFTER MLE55 OTHERWISE NOTED SE DETAILS 0 TO 201 TO OVER ROOF TERMINATION. RF-51DENTIAL CODE OF NEW YORK STATE SECTION R301 10 BUILT UP HEADER (2" TO 2" HEADER (3 Y2" x 0.162") EDGE FAGS NAIL Lod box 2 o.G. T CONTINUOUS SPRAY FOAM SEALANT AT RIGID INSULATION. 200 600 600 11. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES WITH Y2" SPACER) I6d box (5,V2" x 0.135"); 2 O.G. G THETOP OF ALL WALLS EDGE FACE NAIL (3 x 0.128"); or TOP AND BOTTOM GUTTER SES ROOF PLAN FOR ADDITIONAL INFO. FLAT OR R15E LE55 THAN 4'PER FT. 20 16 12 NOT INCLUDE THE TRANSITION DUCT. NOTE: WIND- BORNE DEBRIS WOOD PANELS CRITERIA 5-8d box 3 x 0.131 nails STAGGERED ON CONTINUOUS CAULK OR SPRAY FOAM 5EALANT IX -PRE-PRIMED FASCIA HOARD-WRAP W/ALUM.FASCIA (1:3) PER 2020 RE51DENTIAL CODE OF NEW YORK STATE (2 Y2" x 0.113")• or 27 BUILT-UP GIRDERS AND BEAMS, 2 OPP051TE 51DE5 CLADDING TYP.THROUGHOUT UNLESS OTHERWISE NOTED INCH LUMBER LAYERS (2) 2"X4" TOP PLATE WITH SILL SEAL. 1/2" DRIP EDGE TYPICAL R15E 4" PER FT. (1:3) TO LE55 NOTE: GIRDER SPAN5 FOR EXTERIOR WALLS SECTION R301.2.12 II CONTINUOUS HEADER TO STUD (4-8d2 YY common TOE NAIL And: KRAFT FACED BATT INSULATION. SEE THAN 12 " PER FT. (1:1) Ib 14 12 (2 Y2" x 0.131")• or 2-200 common GOVT. I" SOFFIT PENT WITH PERFORATED SOFFIT PER 8602.7.1 4-I0d box 3" x 0.I2b" (4" x O.Ig2"); or FACE NAIL AT SECTIONS FOR ADDITIONAL INFO. E 'TOR MATERIAL OF APPROVED PEST MESH R15E 12" PER FT. (1:1) AND 12 12 12 HEADERS (2) 2x10 (2) 2x12 (3) 2x8 (3) 2x10 (3) 2x12 WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS I6d common I6" O.G. 3510" box ENDS AND AT 21X4" WOOD STUDS.SEE GON5ITZUGIION PIAN. SIDING.5EE ELEVATIONS. GREATER OF 7/16" AND A MAXIMUM SPAN OF 8 FEET SHALL BE EACH SPLICE (3 Y2" x 0.162") FACE NAIL (3" x 0.128")• or I/2 GYPSUM WALLBOARD RIGID INSULATION. MAXIMUM SUPPORTING: PERMITTED FOR GLAZED OPENING PROTECTION IN ONE 12 TOP PLATE TO TOP PLATE " ROOF ONLY 5'-9" 6'-l0" 6'-I" 7'-3" 8'-b" - AND TWO - STORY BUILDINGS. PANELS SHALL BE Lod box (3" x 0.128"); 12" o.G. 3- x 0.131 nails ' EXTERIOR GRADE PLYWOOD WITH or 3" x 0.131" Halls FACE NAIL 4-I6d box BUILDING WRAP ALL SEAMS TAPED ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS I STORY 41-:211 41-1111 41-511 5-3 61-211 PRECUT AND LABELED WITH IT'S LOCATION OF USE, 8-I6d common FACE NAIL ON (3 YY x 0.135")• or ' � �� I II � „ � II I �� PER 2020 RE51OBTIAL CODE OF NE:W YORK STATE TABLE R301.7 WITH ATTACHMENT HARDWARE PROVIDED AS PER 2020 (3 Y2" x 0.162")• or EACH SIDE OF 3-I6d common STRUCTURAL MEMBER ALLOWABLE 2 STORIES 5'-2" 3-cl5'-511 4-O 4-q RESIDENTIAL CODE OF NEW YORK STATE TABLE DOUBLE TOP PLATE SPLICE 12-I6d box END JOINT 28 LEDGER STRIP SUPPORTING JOISTS (3 Y2" x 0.162") AT EAGH DEFLECTION NOTES: R301.2.1.2, OR SHALL BE DESIGNED TO RE515T THE (3 Y2" x 0.135")• or (MINIMUM 24" OR RAFTERS 4-IOd box RAFTER OR 2X4 EXTERIOR WALL WITH VINYL SIDING L = SPAN LENGTH, H = SPAN HEIGHT RAFTER FACE I. HEADER REQUIRES 2" MIN. 50LID BEARING AT EACH COMPONENTS AND CLADDING LOAD5 DETERMINED IN 13 12-I0d box LAP SPLICE (3" x 0.128"); or NAIL SCALE+ 3/4"4-0" RAFTERS HAYING SLOPES GREATER THAN END DOWN TO FLOOR OR BOTTOM PLATE. ACCORDANCE WITH THE PROV1510N5 OF THE BUILDING (3" x 0.128"); or LENGTH EACH 4-3 x 0.131 nails 3:12 WITH FIN15HED CEILING NOT ATTACHED L/150 2. 1/2" XP5 FOAM 5PACER5 ARE USED WITH 2x CODE OF NEW YORK STATE. 12-3 x 0.131 ' nails SIDE OF END 2-I0d box (3" x 0.128");or EACH END TO RAFTERS MEMBERS TO MATCH 2x4 OR 2x6 STUD WIDTH. JOINT) 2q BRIDGING TO JOIST 2-8d common (2 1" x 0.131" TOE NAIL BATT INSULATION BETWEEN AIR SEAL THE TOP OF ALL CEILING JOISTS 5EE SPACING OF FASTENERS INTERIOR WALLS/ATTIC, SECTIONS INTERIOR WALL5 AND PARTITIONS H/180 DESCRIPTION OF NUMBER AND TYPE INTERSECTIONS FULLY P41TH N011=: DWELLING-GARAGE FIRE SEPARATION I6d common I6" O.G. ITEM INTERMEDIATE FLOORS L/360 PER 2020 RE51DENTIAL CODE OF NEW YORK STATE BOTTOM PLATE TO JOIST, RIM (3 Y2" x 0.162") FACE NAIL BUILDING ELEMENTS OF FASTENER EDGES (INJ 5UPPORT5 (IN.) SPRAY FOAM. SEAL ALL SECTION 8302.6 14 JOIST, BAND JOIST OR BLOCKING I6d box EL.EGTRIGAL, PLUMBING, ETC,. CEILINGS WITH BRITTLE FIN15HE5 (NOT AT BRACED WALL PANELS) 12" O.G. WOOD 5TRUGTURAL PANELS, 5UBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO PENETRATIONS INTO ATTIC 1./360 (3 Y2 x 0.135 )• or FACE NAIL FRAMING AND PARTIGLEBOARD WALL 5HEATHING TO FRAMING (5EE TABLE R602.3(3) TOP PLATE (INCLUDING PLASTER AND STUCCO) 3 x 0.131 nails SEPARATION MATERIAL FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING) CEILINGS WITH FLEXIBLE FIN15HE5 3-I6d box 3 EACH 16" O.G. 6d common (2" x 0.113") 1-/244 BOTTOM PLATE TO JOIST, RIM (3 Y2" x 0.135")• or FACE NAIL I/2' GYPSUM WALLBOARD (INCLUDING GYPSUM BOARD) FROM THE RESIDENCE AND ATTICS NOT LE55 THAN I/2-INCH GYPSUM BOARD OR EQUIVALENT 15 JOIST, BAND J015T OR BLOGKING 2-I6d box 2 EACH 16" O.G. 30 3/e" -Y2" nail (ommo ( wall) 6 12Af ALL OTHER STRUCTURAL MEMB'EER5 L/240 APPLIED TO THE GARAGE 51DE (AT BRACED WALL PANEL) (3 Y2" x 0.162")• or FAGE NAIL 8d common (2 Y2 x 0.131 ) 2X4 WDOD STUD 4-3" x 0.131" nails 4 EACH 16" O.G. nail (roof) EXTERIOR WALL5- WIND LOADS WITH L/360 FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LE55 THAN 5/8-INCH TYPE X GYP5UM BOARD 11%211 - 8d common (21'2" x 0.131") .. PLASTER OR STUCCO FIN15H OR EQUIVALENT 4-8d box FAGS NAIL 31I Hall 6 12 f (2 Y2" x 0.113")• or IOd common EXTERIOR WALL5- WIND LOADS WITH (3 x 0.148 ) nail; or LJ244 5TRUCTURE(5) SUPPORTING FLOOR/CEILING ASSEMBLIES NOT LE55 THAN 1/2-INCH GYPSUM BOARD OR 3-I6d box 32 I ya" - I y4" OTHER BRITTLE FINISHES 8d common (2)12" x 0.151") 6 12 USED FOR SEPARATION REQUIRED BY TH15 SECTION EQUIVALENT (3 Y2" x 0.135")• or deformed nall 4-8d common TOE NAIL AIR SEALING AT INTERIOR W,4LL5/ATTIC, EXTERIOR WALLS- WIND LOAD:i WITH L/120 �� �� OTHER WALL SHEATHING " FLEXIBLE FIN15HE5 GARAGES LOCATED LE55 THAN 3 FEET FROM NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT (2 Y2 x 0.131 )• or g SCALE 3/4"4-O" G UNIT ON THE SAME LOT APPLIED TO THE INTERIOR SIDE OF EXTERIOR WALL5 4-10d box 1 Y2" alvanized roofing A DWELLIN ALL OTHER STRUCTURAL MEMBERS LJ600 THAT ARE WITHIN THI5 AREA (3" x 0.128"); or Y2" STRUCTURAL nail, r(6" head diameter, 3 6 I6 TOP OR BOTTOM PLATE TO STUD 4-3" x 0.131" nails 33 GELLUL05IG FIBERBOARD or I �" staple 16 ga., or CONTINUOUS CAULK OR 3-I6d box 5HEATHING I" crown SPRAY FOAM IN ALL SEAMS UNDER-STAIR PROTECTION. MECHANICAL VENTILATION. MECHANICAL VENTILATION RATE (3 Y2" x 0.135")• or 1 3/4" alvanized roofing OF SUBFLOOIR TO CREATE PER 2020 RE51DENTIAL CODE OF NEW YORK STATE 8302.7 PER 2020 RE51DENTIAL CODE OF NEW YORK STATE R303.4 PER 2020 RE51DENTIAL CODE OF NEW YORK STATE M1505.4.3 2-I6d common 25 AN AIR SEAL FROM FIRST „ END NAIL 34 �2 STRUCTURAL nail, r(6 head diameter, � 3 6 FLOOR TO BASEMENT (3 Y2 x 0.162 )• or CELLULOSIC, FIBERBOARD or I staple 16 ga., or I ENOL05ED SPACE UNDER STAIRS THAT 15 ACCESSED WHERE THE AIR INFILTRATION RATE OF A DWELLING THE WHOLEHOU5E MECHANICAL VENTILATION SYSTEM 3-IOd box SHEATHING crown BY A DOOR OR ACCESS PANEL SHALL HAVE WALL5, UNIT 15 5 AIR CHANGE5 PER HOUR OR LE55 WHERE SHALL PROVIDE OUTDOOR AIR AT A CONTINUOUS (3" x 0.128"); or I Y2" galvanized roofing KRAFT-PAGED BATT X 3-3" x 0.131 ' nails nail; sta le galvanized, INSULATION INSTALLED TIGHT UNDER-STAIR SURFACE AND ANY SOFFITS PROTECTED TESTED WITH A BLOWER DOOR AT A PRESSURE OF 0.2 RATE IN CUBIC FEET PER MINUTE _ (O.OI TOTAL � p g 3-IOd box 35 Y2" GYPSUM I Y2" long; I Y4" screws, 7 7 TO UNDERSIDE OF FLOOR ON THE ENCLOSED 510E WITH I INCH W.0 (50 PA) IN ACCORDANCE WITH SECTION SQUARE FOOT AREA OF HOUSE) + [7.5 X(NUMBER OF SHEATHING"D g' /2 -INCH (12.7 MM) GYPSUM BOARD. NI102.4.1.2, THE DWELLING UNIT SHALL BE PROVIDED BEDROOMS + I)] TOP PLATES, LAPS AT CORNERS (3" x 0.128 ); or type W or 5 17 2516" common FADE NAIL 3 g AIR SEALING AT BASEMENT TO FIRST FLOOR WITH WHOLE-HOUSE MECHANICAL VENTILATION IN AND INTERSECTIONS „ I /4 alvanized roofing ACCORDANCE WITH SECTION M1505.4 (3 5 x 0.162 )• or 5 nail; staple galvanized, 3-3 x 0.131 nails 36 /8 GYPSUM s �� s �� 7 7 SCALE 5/4"=I'-O' MINIMUM REQUIRED LOCAL EXHAUST RATES FOR ONE- 3-8d box 5HEATHING"D I /8 long; I /8 screws, �,/ / d / 2-8d common type W or 5 7 l FI CA� AIR 5EAL-11\!6 � f��6� AND TWO-FAMILY DWELLINGY2"S PER TABLE M1505.4.4 (2 x 0.1159; or WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING AREA TO BE 18 1" BRACE TO EACH STUD AND (21'2" x 0.131")• or FACE NAIL bd deformed 5CALE=N.r.5. VENTILATED VENTILATION RATES PLATE 2-lod box (2 x 0.120 ) nail; or 3/4" and less 6 12 (3" x 0.128"); or 37 8d common SEAL: REVISIONS/SUBMISSIONS- DRAWING TITLE: KITCHENS 100 CFM INTERMITTENT OR 25 2 staples at 1 3/" (2 Y2" x 0.131") nail CFM CONTINUOUS 3-8d box 8d common AED qC DATE: DESCRIPTION: BATHROOMS # MECHANICAL EXHAUST CAPACITY (2 Y2" x 0.113"); or - (2 Y" x 0.131") nail; or �5 N4 W, 's-A 01/09/24 J//Ur�rorznu/�G CODE COMPLIMCL TOILET ROOMS OF 50 CFM INTERMITTENT OR 20 2-8d common 38 /e 1 8d deformed 6 12 Q�� �` dna NOTE/•& DE.TAIV GFM CONTINUOUS Iq 1" X 6" SHEATHING TO EACH (2 Y2" x 0.131")• or (2 Y2" x 0.120") nail BEARING 2-I0d box FAGS NAIL Lod common (3" x 0.128"); or (3" x 0.148") Hall; or N 6 12 R5505,es, crown 3q I Y8 " - I Y4" ba le orm-e , A 4' 16 Q'E' CAD FILE NAME: a., I %4 Ion 2 YY x 0.120 nail OF y0 NE 2652_CJ=101 PROJECT TITLE: DATE: NSA PROJECT : NEMSCHICK :30ILVERMAN ARCHITECTS P.C. MITCHELL RVPE./'ICE. 10/26/202-5 23_2652 ".. .the business of ARCHITECTURE." ....... .... ................. ....._..............- .............................. ....................... ...._..................................... ---------................-............................-... . ...._.................._...................._... .... � �_...� 765 fAIRWAX PR. - CUTCHOGUE, NY 11935 SCALE DRAWING NO.: 66 EAST MAIN STREET _......................... ..... ............................................. ............... A /IOTED PATCHOGUE, NEW YORK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: - 10 one : 631 563 2130 Fax : 631 563 2139 www.nsarchitects.com 0 COPYRIGHT 2024 NEMSCHICK SLVERMAN ARCHITECTS P.C. 1000 109 05 14.032 7f CJ 1 SITE AND ZONING DATA ZONING REQUIREMENTS R-40 EXISTING CONSTRUCTION PROPOSED CONSTRUCTION LOT AREA MAX 40,000 S.F. EX. LOT AREA: 42,109 S.F. NO CHANGE PRIMARY FRONT YARD SETBACK MIN 50.0 FT. 73.1 FT. 72.4 FT. MIN. 50E YARD SETBACK MIN 15.0 FT. 272 FT. NO CHAN6E COMBINED SIDE YARD SETBACK MIN 35.0 FT. 63.8 FT. NO CHANGE REAR YARD SETBACK MIN 50D FT. 1592 FT. 142.4 FT. MAXIMUM HEIGHT 35.0 FT. +/- 191-0" NO CHANGE MAX. LOT COVERAGE qo 20% LOT COVERAGE: 2,878 S.F. (6.83%) 1 LOT COVERAGE: 4,324 S.F. (10.3%) AREA CALCULATIONS EXISTING FIRST FLOOR SP. 2,826 S.F. NEW FRONT PORCH 515 5.F. NEW REAR DECK 841 S.F. NEW DECK A FAMILY ROOM 123 S.F. EX. OUTDOOR SHOWER 19 S.F. TOTAL LOT COVERAGE 4,324 S.F. 5 88' S9'20"F R05 T e RAIL F N6E H/ 8' IJ ✓,/V/ M.�, ..�.......... • �� �1 � W AE ry LL. VV EX DECK IYoei.2 Am, • ,� lir ,� � _ �; � O Fx A5cWT b b De/v&war z • w HA� 143.7' ! r � - , Z, PROP05ED - 4.7' 15.2 72.4' lit � Q v PROPOSED EX, I STORY \ FRAME R65. t1' - EX POOL �I 70.41 LL - REAR I Nov 5.8� DECK ; FRONT -- PORCH w w w � • rW �t I O ` I • N 66 O 1 c� I175T e F?AIL t.. 284.93 V W TH AA it 1 ®T A/v 56ALE_ l" = 20' SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE:, jeRED 9 DATE: DESCRIPTION: 9 C 01/09/24 OTED FOR PILING \ !10 IyF y/ C, PROPO r-12 PLOT PLAN 9 0 ow OQ� CAD FILE NAME: of NE`N y 2652 PP-100 PROJECT TITLE: DATE: NSA PROJECT NEMSCHICK SII_VERMAN RCHITECTS P.C. MITCHELL RUIDENCE 10/26/2023 25_2652 ". ..the business of ARCHITECTURE." _.................. ........_.._......................... _......................................................__...._.. ._.. ..........._......... _ - SCALE: DRAWING NO S D • IIIII CUTC�OGUE, NY 11935 •• LLAf/iOTED 66 EAST MAIN STREET PATCHOGUE, NEW YORK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: PP- 100 Phone : 631 563 2130 Fax : 631 563 2139 www.nsarchitects.com COPYRIGHT 2024 NEMSCFpCK SILVERMAN ARCHITECTS P.C. 1 OOO 109 05 14.052 REGIO VAL- L EX15TING WALL TO REMAIN. ------------ EX15TING WALL TO BE REMOVED. F.X15TIN6 DOOR TO REMAIN. n n y % EXI5TING DOOR TO BE REMOVED. EXI5TING WINDOW TO REMAIN. -- -----�-- EXI5TIZ WINDOW TO REMOVED. NO I. 5EE GENERAL N07F5 ON SHEET G5-I00. 2. CONTRACTOR TO PROVIDE TEMPORARY SUPPORT OF ALL LOAD BEARING ELEMENT5 UNTIL NEW 57RX 7URE 15 IN5TALLE9. EX. WINN, EX. DRY WELL TO REMAIN. DRY Q I�L.L I II CRUSHED 5TONE EX. BOILER $ HW TANK TO REMAINN, REMOVE EX. 5TAIR. HW BOI TANK li i I I I I EX/5T/NG ` l� 51-AB ON GRA12 1 X/5T/NG II 1-1=L_L_L—I ---- - -_- ---- - ------ -- --- -------------a------------ UNEIN/5NBD ----- CELLAR r----------- — - 4 I I I I I I m I I I I EX. COLUMN5 $ GIRDER5 - ------, I I , TO REMAIN(TYP) I I I I � I I I I I I I I I I SECTION OF FIRST FLOOR TO I I I I BE GUT BACK FOR NEW 5TAIR I I INSTALLATION. PROVIDE L-------J TEMPORARY SHORING OF 3'-0" EXISTING FLOOR TO REMAIN. OIL TANK m EX. OIL TANK TO REMAIN. EX. WINN, EX. CONCRETE FOJNDATION WALL. CELLAR REMOVALN SCALE = I/4" _ l'-O" SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: ED �qc DATE: DESCRIPTION: 01/09/24 mm POR rILVIG CELLAR REMOVAL PLA/A �. ° �P CAD FILE NAME: Of NE`N y 11 2652A-100 PROJECT TITLE: DATE: NSA PROJECT : NEMSCHICK SILVERMAN ARCHITECTS P.C. '. .. . _ _ MITCHELL R�IDE 91 NCE 10/26/2023 2_2652 thebusiness of ARCHITECTURE." _..._........................ -------------.. ........_ ..................... . ... _ . _.........._.. ......----. ....... . . ......... ..... ......................_........ - _ ................ ........._....... 7 5 FAIRWAY DR SCALE DRAWING NO --------- CUTCHOGUE, NY 119-55 _ AJ•/yOTED 66 EAST MAIN STREET - -�- -- —..-- - -- ----- PATCHOGUE, NEW YORK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: 100 A- 1 0 Phone : 631 563 2130 Fax : 631 563 2139 www.nsarchitects.com ®COPYRIGHT 2024 NEMSCMCK SILVERMAN ARCMTECTS P.C. 1000 109 05 14.052 Zf REMOVAL- L-56ENL*7 5=4111 EXISTING HALL TO REMAIN. PORTION OF EX. MASONRY TO REMAIN loPORT/ON OF EX. MA50NRY TO REMOVE PORTION OF EV ------------ MASONRY WALKWAY. ------------ EXISTING WALL TO BE REMOVED D . BE REMOVE I REMOVE EX STONE PATIO $ EX15TING DOOR TO REMAIN. RAMP I y ,'�j EX15TING DOOR TO BE REMOVED. I � I I I r-------- ----------------------------------------- EXISTING W/IVDOW TO REMAIN. I I I I I I � --�-----�-- I � I----------------- ---------------- REMOVE EX STEP(TYPJ ' EXISTING WINDOW TO REMOVED. I NO S I I I I I REMOVE EX. EXTERIOR I i REMOVE EX. EXTERIOR 5LIOING DOOR. PROVIDE I I WINDOWS. PROVIDE NEW i I. 5E GENERAL NOTE5 ON SHEET GS-100. NEW ROUGH OPENING(TYP) _ - ROAGll OPENING(TYP) I 1 I I 2. CONTRACTOR TO PROVIDE TEMPORARY 5UWORT OF I i I ALL LOAD BEARING ELEMENT5 UNTIL NEW 57RZTVRE r----------------- I I REMOVE E.Y. I EX. WIN. EX. WIN. EXTERIOR 5LIPING l5 /N5TALLED r----- --L,�==r=— ____--,r 1--- , DOOR. PROVIDE NEW ROKH OPENING(TYP) I I I BX. I IIIi 11 11 I i 11 11 i n I I B-611 1 6-2 4-4 18-O11 -1 lO-4 2-7 -- CLOS. � I11 Ii I I I I I I I � I III 'n ---rt'---- --- Tr------L- -------- ----- �_--------Tri----- Z --------- — 1 — ----w---=LL--- �------- ---------- __------ - ________�------ BX. BBD1�?OOM III CDn11 I FX. EXTERIOR I III i 1 SHOWER TO REMAIN. I I �----_� 1 O I, REMOVE EX KITCHEN ------------------------ �'� BX. >��4M/L 7' I COUNTER, FIXTI/RE5 $ --------- ROOM ----II APPLIANCE5. REMOVE EJC EXTERIOR i I ��� r��1I {'J/NDOW. PYZOVIDE NEW 1 i =• ••i PBATH X.ROUGH OPENING(TYP) i -) C-I ----------------iEX. CHIMNEY FLUE --- EX. CEILING TO REMAIN IN ___J I I FAMILY ROOM$ BATH TO REMAIN. M Rt LOVE EX STEP(TYP) (no l I ` REMOVE EX HOOD BURNIN6 OVE AND HEAR n BX. BA TH ------ -- rl z REMOVE EX. CEILING IN I � ,�'— ,' I �-,-,ten • r---- 1 �� EX MA57ER I I I I I I I I l I I I I.� I 11 II I , .' ` I AREA OF WORK(i i r J � .� I I I I I I I I >1 I I I J I II II I � i � — ,> � REMOVE EX. PLUMBING � ��� ,<`� j �`��� I I I I I I I I I I I II II I I 7 ,O FIXTURES/i �rJ I �` i, .� ,� .� I I I I I I I I I I,, I 11 11 I `�' I BEDROOM ------------- r-------- .� ,, �.\ .`�� I I I I I I I 11 I F�' I 11 II I ' ` --------- 1 L-----� i ` :1:1:1�L,L:L:I1J L— rJ L======J L----- \ I ----- ------------------- �------------- ------ r-' r---- REMOVE EX. 1 i i i i I I --i 1 i i BATH 5TACK HID. I I I I 1 1 1 1 J IL---------------JI 11 11 ------------------ II � II II REMOVE EX. INTERIOR I __J J LL--_- DOOZ5 IN AREA OF WORK PATCH OR PROVIDE NEW I REMOVE PORTION OF BX-7 . HALLNAY BX. RO16H OPENING(TYP). 5EE I INTERIOR WALL5 LO BX. CLOS. BX. CLOS. A-103 FOR MORE INFO. I (7YP) REMOVE EX. CEILING IN 1 REMOVE EX. STAIRCASE. AREA REMOVE PORTION OF— INTERIOR F I OF WORK(TYPJ r-- INTERIOR WALL5(T)"P) I ' REMOVE EX. DOOR I BX. G.atR�tGB �� BX. PROVIDE NEW ROUGH I I CLOS. 1 OPENING(TYP) I 1 .` _�,���- --- - -- BX. BE-FROOM ----- -------------- ---- EX. CEILING TO --- ------ I REMAIN IN GARAGE I 12=67 " IX I CLOS. I I -------------- -- I I I EX. W/N. EX. WIN. REM04 EX. BAY WINDOW I I I I I 1 I I I I I I 1 rte, \' --------------' 1 I I 1 I I I 1 I REMOVE EX. STEP $ I MASONRY WALKWAY. I I � ------------------------------------------------------------------------------------- I , I , I REMOVE EX. I GARAGE DOOR5. n I �V� /R5 T /�L COW` R61YO IAL N SEAL REVISIONS/SUBMISSIONS: DRAWING TITLE: RED Aqc DATE: DESCRIPTION: SCALE = 1/4" _ l'-O" ovo9rz4 yjuro roa Plum 'b -+ PROPQ/r.D rR/T FLOOR REMOVAL PLAN q No. A�Q• CAD FILE NAME: OF NO 2652 A-101 PROJECT TITLE: DATE: NSA PROJECT : NEMSCHICK 5SILVERMAN " RCHITECTS P.C. MITCNE.LL RUIDENCE 10/26/202-5 25_2652 ...the business of ARCHITECTURE." .....-.................... ........ ............... .................... .........-_.... -- — ...-.....-..-...............__. ._.... .................. ..................... ........ ..................-. ........................_............. .....__............................___........_......... .._... �........_. 765 FAIRWAY DR SCALE: DRAWING NO: _ _ CUTCHOGUL, NY 11955 _ AJ/yOTLD 66 EAST MAIN STREET — -� PATCHOGUE, NEW YORK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: A- 1 one : 631 5632130 Fax : 631 5632139 www.nsarchitects.com c COPYRIGHT 2024 NEMSCHICK SILVERMAN ARCHTECTS P.C. 1000 109 05 14.032 Z/' 01 36=0" ll" 6-/O" 6'-1011 6-/O" 6-/O" 6-/O" ll" EO iN r- ------ ----------------- ---------------- ------------------ - EX15TING WALL TO REMAIN. I - -- ----------------- ----- � ------ ----------------- ------------------ ----------------- - l4" P.G. FOOTING TO I r ------------ EXI5TING WALL TO BE REMOVED. II r— ---------- ---- ----= ------ ------------------ --------- ------- ----------------- —� 36""MIN. BELOW GRADE(TYP,I I I /4" 0 14" B 14" 0 l4"0l4" 0 l4"0 �' NEW P.T. (3) I NEN AAL.L. ----- --- -=- - - - - 211x6"GIR0ER. - ----- --- --------- - I I I I I 14"0I4"0 1400 14"0 EXISTING DOOR TO REMAIN. ,�----i 1400 i----i I4"0 i----i 14"0 i----A II I ----- I_NEW P.T. (3) _ I i t. ' -- I t:.•. a „ a I I I ----- I I 2"X6"G 14 0 I ----- ----- I I P.G. PIER TO 24 a x24 x8 I I I I I I I I I I P.6. FOOTING W/(3)EPDXY L____ NEN DOOR. COATED #4 REBAR EACH WAY. i i //" 51-6" 5'-6" 5=4" 5=9" 5=6" 5=6" ll" MIN. 36"BELOW GRADE(TYP) I p O i p 4"x 4"PC5T WITH COLUMN GAP. ® i q P05T FROM ABOVE. IZI -II SMOKE DETECTOR INTERCONNECTED TO ALL I 2 /6"0 P.G. FOOTING TO i /6"0 ry 16"0 I6"0 /6"0 l6"0 /6"0 i 5D OTHER SMOKE DE7E5TOR5 ON DEDICATED 36 MIN. BELOW GRADE(TYP) I I I ,;::u CIRCUIT W/NO INTERVENING 5WITCHE5. NEW P T. (3) --- 5MOKE DETECTOR $ CARBON 8-0 I I - ----- --- -- --- - - ----- --- ----- - . 211x6"GIRDER. 5/GO MONOXIDE DETECTOR ----- --------------- /LO" l=0'll" 6 IO" 6=l0" 6=l0" 6=l0' 6=lO" ll" I - -------------------- 6,FAIER I • AL I NEW P.T. 2"x611 I ®NS Ruc l®N N® S I i F.J. ® I6"O.G. NEW P.T. 2'x8"LEDGER BOARD EX. h7N. _-- --------------------_—_-- ------------_—_-- I 1. ASIDE FROM ALL NOTES ON THIS PLAN CONTRACTOR 15 RESPONSIBLE FOR TNORa6H REVIEW AND APPLICATION OF N I I ry ALL INFORMATION CONTAINED IN GENERAL NOTE5. a i i ti q� 4 I 2. CONTRACTOR TO PROVIDE 5VFFICIENT 5TRUGTURAL 41 ! WELL 58=ll" 5M�T$ CONNECTION $ GONNEGTION5 THRO CngOUT THE 14"0 P.G. FOOTING TO C05HF59 5TONE Lc 3. CONTRACTOR TO COORDINATE WORK WITH ALL THE TRADE-5. 36"MIN. BELOW p cn i i /4"0 GRADE(7YP) --j ti 7'-3"HT. TO 4. ALL DIMEN5/ON5 ON THE5E DRAW/NG5 ARE FINI5HE9 BOTTOM OF J015T5 O � p O I DIMENSIONS. 5. HOLD ALL ANGULAR AND EXTERIOR DIME76ION5. PATCH REPAIR AREA OF REMOVED 5TAIR. MATCH u- 6. CONTRACTOR TO NOTIFY ARCHITECT OF ANY DI5CREPANCIE5 EX15TING FLOCK A55EMB0Y. HW I BOILE OR UNCERTAINTIES ON 7HE5E PRANINC75 IMMEDIATELY. � TANK r- ------ ---- I 7. A5/12E FROM WHAT HAS BEEN INDICATED ON 7HE DRAWING5 NEW 5TAIR TO BE IN57ALLE9 i i cQhi CONTRACTOR TO PROVIDE ANY ADDITIONAL 5MOKE AND/OR W/MAX. 7 "RI5E, l0"RUN $ I i 4 CARBON MONOXIDE DE7E6TOR5 ACCORDING TO CODE. (2)36"HT. GABLE HANDRAIL5. I I 2 v __-- –____-- EX. (3)2"x lO'GIRDER O '; EX/ST/NG T*I#*001=,6 0 -----� — --- -------------9------------- NEW 2'x4"WALL TO ALIGN 2�ll" 8=5" ry m I UNFIN/SHD � N wrrH WALL ABOVE. --- I.� 11 ---;____;===T==T===; x GBLL�tz 7R ' ,� ` � I m � I TYPICAL EXTERIOR WALL" s " X/ST/NG in 2 X 4 HOOD 5TUD® 16 O.G. WITH /,o GYB. Np � � I p -- 3 p BOARD ON lN7ERlG�R 21 KRAFT FACED BATT SLAB ON GiA17B r- _3==== _===___=_ ' NEW(2) --- m a I I IN5ULATION WITH "EXTERIOR GRADE PLYWOOD, 3-I 2'x/011 N, I '� ® EX. 2'x/011 EX 211x/0" BUILDING WRAP AND 5ELECTED SIDING. GIRDER � pI I W7 FJ. ® l6"O.G. FJ. ® I6"O.G. NEW 4x4 WOOD PC5T W/ 0 ry iv ► U' 51MP50N GAP $ BA5E. N 2 l2"xl2 fixe"P,C. FOOTING W/ ;n NI 5/GO -i TYPICAL NON-BEARING INTERIOR WALL - (2) #4 REBAR EACH WAY. (TYP) "Ip _ UP I 2"X 4""D 5TUD® l6"O.G. WITH 5INGLE p N s 4 NEW 2'x/011 L.A1'ER OF 5/e"GYP. BOARD ON BOTH 51DE5 U.O.N. GIRDER. I ry= OIL � N p =4" TANK I 3 ry - NEW P.T. 211x6" _ - _— - ----------- ----- LEDGER BOARD. - -EX. WIN.- -AEM P.T. 2'X6"LEDGER BOARD. e � v u) Q 14"0 P.G. FOOTING TO `� 36"MIN. BELOW GRADE(TYP) 14"0 14"0 N 14"0 14"0 14"0 14"0 --- --- --- --- - - NEW PT. (3) - ------- - --------- 2"x6?"GIRDER. =3" 6=6" 6'-6" 6t 61 61 z - I rn I4"0 P.C. PIER TO 24'x24"x611 i 14"014"0 14"0 14"0 R 1 I4 0 r----� I4 0 14 0 r----� r----� P.6. FOOTING W(3)EPDXY I I I I I I I 11 COATED #4 REBAR EACH WAY. 2'x6"GIRDER - MIN. 36"BELOWGRADE(TYP) _ � LJ L L---— I ----- --7-- ---- --------- ----------------- ------ --- ----- -- --r------ — I L-- ----------------- —_J I ---------------- ----------------- 14"0 P.G. FOOTING TO L----------------------------------------------- --------- 36""MIN. BELOW GRADE(TYP) A�oo l" 4'-6" 4t-b" 6'-b" le 6'-6" v 6t-.511 -41 9" U1" Ilk 36'-0" FR01=05� � 1=0UNVA TION /7L--A N SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: 9C'S� �S �56ALE = l/4" /'-O" 0109 24 FD OR rG PROPOfED CELLAR FLOOR & FOUNDATION PLAN y No.-. CAD FILE NAME: F OF IN 2652A-102 PROJECT TITLE: DATE: NSA PROJECT NEMSCHICK SILVERMAN ARCHITECTS P.C. #: the business of ARCHITECTURE." MITCHELL Rr-APE-/`ICE 10�26�202_'j 25_2652 _... ..........._.. __.... ....._........._ _. ... - _............ ..........._.. �� :_.. ; _ SCALE: DRAWING NO.: 765 F IRWAY DR CUTCMOGUE, NY 11955 _- A,/'NOTED 66 EAST MAIN STREET PATCHOGUE, NEW YORK 11772 DISTRICT: SECTION: BLOCK LOT: DRAWN BY: A- 102 Phone : 631 563 2130 Fax : 631 563 2139 www.nsarchitects.com ®COPYRIGHT 2024 NEMSCHICK sLVERMAN ARCHITECTS P.C. 1000 109 05 14.052 7f i I A-OO Q LE6ENL7 EXI5TINO WALL TO REMAIN. ------------ EXI5TIN57 HALL. TO BE REMOVED. DN NEW WALL. EX15TIN57 DOOR TO REMAIN. 9=2" 43=0" 36=0" �2 24 " G EX/5T/NG EX/5T/NEX/STING EX/5T/N57 NEW DOOR. DN PEAR DECK EX. fiVLKWAY 2 = � p 4"x 4"P05 WITH COLUMN GAP. A-200 4 P05T FROM ABOVE. - ----------------- --- 5MOKE DETECTOR INTERCONNECTED TO ALL 5D 0TaW SMOKE DETE6TOR5 ON DEDICATED plo lo EQ. EQ. 6-7 rl H-5" 6-7" CIRCUIT W/NO INTERVENING 54,VITCHE5. EX. WINN, EX. WINN,O S/GO 5MOKE DETECTOR $ CARBON O MONOXIDE DETECTOR DN NEW(2)2'k8"HDR. EX. CLOS. 5 T � 10 (D (DM� I taw, 104 = NEW(2)2 x 12"HDR. 105 106 = 2 ! DN DFGK �oHENC I I --- o o ---11 i - " "_ " „_ EX. BEDROOM `� n NEW(2)I x9 2.0E LVL HDR NEW(2)r x9 2.OE LVL DR �`+ I. A5IDE FROM ALL NOTF5 ON TH15 PLAN CONTRACTOR 15 - �` INSTALLED BY OTHERS. — J i O i ® i RLQ RESPONSIBLE FOR THOROIIGH REl/113N AND APPLICATION OF '11, © ALL INFORMATION CONTAINED IN GENERAL. NOTES. OUTDOOR =o" -- e4 °�,���� J 4 5D 2. CONTRACTOR TO PROVIDE SUFFICIENT 5TR TMT IAL 5H0kER w z EX. FitMILY 8-0" i v v O , • o BX 5UPPORT$ CONNECTION$ CONNECTIONS THROUGHOUT`THE ROOM O CEILING HT. KITCHEN •O PRo.ECr. r------------- ------------ - -------------------- --- Bf�TH ---- - EX. HDR. TO REMAIN v 001 — — — — — — — — — — — — — O 01 DINING T`BAR TO BE PRourDED 3 GONTRAcTOR TO cooRDiNArEWORKWirth ALL WE TRADES INSTALLED BY OTHER5. — — — — — — — — — — — — — ROOM PROVIDE PLUMBING A5 2'-O" 4. ALL DIMENSIONS ON THESE DR INC75 ARE FIN15HE9 o o I I REQZ7FOR NEW SINK. DIMEN51ON5. 0 0 • v� ANGU B�4 TH D w STACK O — — 5. HOLD ALL LAR AND EXTERIOR DIMENSloN5. m O � v PANTRY CABINETS OVEN � EX. CHIMNEY FLUE r� PROVIDED I TO REMAIN. I \ I 6. CONTRACTOR TO NOTIFY ARCHITECT OF ANY Dl5GR1 'ANGIES 2 /N5TALLED BY OTHERS i NEW "GWB. TO BE PROVIDED 'Q' I A (lG I OR UNGL�TAINTIES ON THESE DRAWINGS IMMEDIATELY. in toe 5/GO DN 5 7-7" I=5" I 4'-4" FOR NEW VAULTED CEILING. o O IA 551 7. A5IDE FROM WHAT H45 BEEN INDICATED ON THE DRANINC75 m O 2A 3'--6" I OPENING 5EE A-300 FOR MORE INFO. ,c I \ I EX MASTER ,� CONTRACTOR TO PROVIDE ANY ADDITIONAL. 5MOKE AND/OR F _ �0 L - - A ` p' �\' i' :g` t` I � BEDROOM N m I CARBON MONOXIDE DETE6TOR5 ACCORDING TO CODE. 2 PANTRY EX. ~ A-2oo BA TH sD '� "' DN � 107 (Co v v A-2oo Z DN 2 O ll'-0" O m 3 0 I N CEILING HT N o I TYPICAL EXTERIOR WALL - u'�, 3/4 HR. SELF CLOSING DOOR 2"X 4"WOOD 5 ® l6"0.C. WITH$/e"GYB. v v i BOARD ON INTERIOR, R-21 KRAFT FACES BATT NEW 5TAIR TO BE INSTALLED 4 — — — — — __ LIVING EX. HALL6A EX EX. CLOS. EX CLOS. z m ROOM I L IBUDING WRAP N-5ULA TION H/THAND SELEGTl�5R4DE�YWOOD lN/7�"M4XRISE, lO"RUN� � i � I , m k 34"HT. HANDRAILS EA. 5/DE. w MUD MUD ROOM MILLWORK LAUNDRY 2 i-- ------------- ---------------------------------------- ---- 2 PROVlDE9 BY OTHERS INSTALLED BY CONTRACTOR. --__� lO'-3" I z 24=l" v EX 5D TYPICAL NON-BEARING INTERIOR WALL - II v w 2"X 4"WOOD STUD® I6"O.G. WITH SINGLE i C v EX. HDR. TO CLOS. LAYER OF /B"GYP. BOARD ON BOTH 51DE5 V.O.N. STACK i m II i2 REMAIN i. � EX. HDR REMAIN. EX Z CAR �W/17__- NEW(2)l 'kll 7/8"-2.0E LVL HDR. 400 z GARAGE / / EX BEDROOM 2A NON BEARING INTERIOR WALL - O O G B A 2"X 4"WOOD 5W® 16"O.G. WITH R-15 KRAFT EX. FACED BATT INSULATION W/SINGLE LAYER OF lk 5=511 001, 14=4011 l2=4" 3'-4" 01GLOB. $/e"GYP. BOARD ON BOTH 5IDE5 V.O.N. i I 4 FRONT PORCH EX.. WIN. EX. WIN. EX45TIN57 HDR TO REMAIN. EX15TINO HDR. TO REMAIN. h — — — — — — — — — — — — — — — — — — — — I� 102 lol I A-200 ; N DN O /,0„ O 22'-2" 36=0" 24L2" EX/STING EX/577NG r EX/STING SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: FiED A Rc DATE: DESCRIPTIOR SCALE = l/4" _ l'-D" ��5 �►� KF s �j� 01/09/24I/UeP r0R hung PROPO T-17 FIR-/T I=LOOR PLAN 1p °'029086 A CAD FILE NAME: OF NES , 2652 A-105 PROJECT TITLE: DATE: NSA PROJECT *: NEMSCHICK SILVERMAN /ARCHITECTS P.C. the business of ARCHITECTURE." MITC�IELL RF/IDE1`ICE 10/26/2025 25_2652 -... _ _.. .... ......_... ... .......... - - ..._....... .... ._......................_................. ............................ R AY DR SCALE DRAWING NO CUTCHOGUE, NY 11955 A-f/TOTED 66 EAST MAIN STREET PATCHOGUE, NEW YORK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: one : 631 563 2130 Fax : 631 563 2139 www.nsarchitects.com c COPYRIGHT 2024 NEMSCHCK SILVERMAN ARCHITECTS P.C. 1000 109 05 14.032 7f TOP OF RIDGE EX. ROOF TO REMAIN(TYP) \\ -'� EX. 5/D/N6 TO ;-' EX. 5/DING TO \ i REMAIN(TYPJ \� REMAIN(TYPJ T.O. CEILING.l0/5T5 ;-' AOEV w- CEILING HT. \\ - ----- ----------------------------- _..__....... -------_... _- ---..... . __.._._-__._.. - - -- ------ -._....___-.... -.-__ --- q,-4V : ! ---- -- ................ __..._ - - -->-- - - - .......... ......... ...._......... ...._..... _.....- -....-- --....... -......... 0 E }.... O 100 ------------- El 13 , 102 101 FIR5T FLOOR K I I I I I I I I I O-EV °',Ol DATUM - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — �y - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � _ � L -1 � _ � LJ LJ — � - -i I I I I I I I I I I I I I y I I I 5/17E ELEVA T/o/V SCALE = 114' = l,-O° F9 /-6 TOP OF RID6E ---------------- EX. ROOF TO REMAIN(TYP) EX. 51D/N6 TO REMAIN(TM) REMAIN J T.O. GEUNC7 J0/5T5 0EVal0 GEILIN6 HT. 7 i n __._._.-.-_-_ _..... __..__...__._.---_ - _-------------................... _._............ _.. ... _..................... ......................_....... _..........._........... _ !I — ..._ I ' I .............. .............. 1 _ ... .iob o ...1 ::::-.—. ::3:::... :1 ..:::.-_...:.:.:.:.:._::_:..i....:.._.................;..j....... - --- -- — - I _ . .-............ F! 6 p I I ( !I : _------------------ ------------._.. _......_....................................... I � _ ._... ................................................. ; - .---- FIRST FLOOR /'-4" Ir GRADE I I I I I I I I I I I I 'V aEV. 0'-09 DATUM - - - - - - - - - - - - - - - - - — - - - - I I ILJ LJ LJ LJ LJ LJ - - � _ _ _ _ _ _ _ - - - - - - - - - - ===1-� I I I FRO=05a� =----A- 7 5IL E\/A T/0A/ SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: SCALE = 1/4"_ l'-O" �(ERED AR�+ DATE: DESCRIPTION: 01/09/24 lfJUED FOR rILI/1G J * 4 PROPO 7117 ELEVATIO/1-f NO-C290S6 F yOP CAD FILE NAME: OF N E`N 2652A-200 ICK SILVERMAN ARCHITECTS P.C. PROJECT TITLE DATE: NSA PROJECT #: NEMSCH MITCHELL RU117 NCE the business of ARCHITECTURE." 10/2 /2023 ....... ........ . - ..�.�.�................ ..................._ ............__........_..... .------ ......_... ................._... ----_... .............................__........................__._... __. ....................................... --- ........- _ ....._..... - _ _ _.___.....�--��.... ....._.._.. ._..._............ .._................ 765 FAIRWAY DR. 25 5 ������ : CUTCHOGUE, NY 11955 SCALE: DRAWING NO _ A../'NOTED 66 EAST MAIN STREET - PATCHOGUE, NEW YORK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: A-200 Phone : 631 563 2130 Fax : 631 563 2139 www.nsarchitects.com 0 COPYRIGHT 2024 NEMSCHICK SILVERMAN ARCHITECTS P.C. 1000 109 05 14.052 i TOP OF RIDGE a Q EX. ROOF TO REMAIN (TKP) T.O. CEILING J015T5 i EJC 5/DING TO 01_E . . ........................................................................... ........ .................................................... REMAIN(TYP) ........................................................................................ ............ ........................................__............. Xg CEILING HT. — -- I....................................................................................................................... .. -................................. _—.._............................._....................--.._.._.._........_..........................._................. q,�) . j i a FIRST FLOOR l..EV 1'-4" GRADE 'Rj O-E! o'-o')DATUM I I I i I I I I I I � I I � I I I I _ - I=R`011=05E� -5®UT-ti -5 X� EL E VA T/® SCALE = 1/4" _ l'-O" TOP OF R/06E alEV I9'-3') EX. ROOF TO _ REMAIN(TYP) z7`- T.O. CEILING J015T5 (EL EV. 9'--IO) a ------------------ GELLING HT. ....._----------------------------------------------------------------------------............... ---------. __......---------------------.._.. ..._.............. - _ -_..............---------.....------- _ ......._.. . .._...........__._......-----------....-------......------.._----------------..... ----------------------.......... (rLEV. -- 9'-4'J 4 104 EX 51DINO TO � ------------------- REMAIN(TYP) El z7 FIRST FLOOR EV. I'-4" GRADE (ELEV. 0'-09 DATUM I I I I I I I I I I I I I I I I I I LJ -,- - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — � _ � L_ J I �ZS _ _ J- _ _ _L1L - - - - - - - - - - - - - - - - - - -,- - - - - - -,- - - � � _ � I I I I I I I I I I I I I I PROF05E� NOR it 51�E EL VA T/OA/ SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: 5CALE = 1/4" _ /'-O" � EO ARC DATE: DESCRIPTION 01/0924 J//UED POR PILI/VG PROPO•/'ED ELEVATIO/Y„/' No.029cmO � CAD FILE NAME: OF N 2652A-201 PROJECT TITLE: DATE: NSA PROJECT #: NEMSCHICK SIILVERMAN ARCHITECTS P.C. MITCHELL RUIPENCE ". ..the business of ARCHITECTURE." 10/26/202-5 25_2652 ............... . .............. -------------. .._._..... ....._.............. .----------------------------------..._. _....................................------------ .._........_. ��..............__. _ 765 rAIRWAY SCALE: DRAWING NO CUTCHOGUE, NY 11935 A-f NOTED 66 EAST MAIN STREET IL000001 PATCHOGUE, NEWYORK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: A20 .�. Phone : 631 563 2130 Fax : 631 563 2139 www.nsarchitects.com c COPYRIGHT 2024 NEMSCHCK SILVERMAN ARCHTECTS P.C. 1000 109 05 14.052 7f U5E EVERY OTHER 1�AIL HOLE U5E EVERY OTHER NAIL HOLE IN A ROW TO PROVIDE THE LL CUT IN A ROW TO PROVIDE THE GODS-REQUIRED MINIMUM 5/MPr.5ON5TRONG-T/EG5 5/MP-WN 36 GDN171` CODE-REQUIRED MINIMUM o 12" Im CENTER-TO-CENTER L�eTH co/LEDsrrzAPol6•o.G. oEacMR,a R R06E R/ASE CENTER-TO-CENTER o STUD FAP–E, SPACING FOR NAILS 5PAGIN(7 FOR NAILS ed NAILS ROOF RAFTER :--• CLEAR p SPAN 0520 5TRAP o 0- PROVIDE _PROVIDE MINIMUM I° o LENG END 015TANCE s woc W AP PLATE EQUAL NUMBER OF R/DtSE DETA/L (5IMP50N STRONG-TIE G5) 5PEGIFIED NAILS 1. IN5TALL 5TRAPPING A5 REO'D PER IN EACH END THE WFCM 2001 TABLE 2.2A AND 3.35. 61Mw,,0M 5TROM6-779 45 GO/kW 5TR�4P LOAF RATNR`L01X tWM_N6 DCT/4/L ��N o R4�7LR TIL' $ TIE'DL'Ti4/L Ommm fL01'JR.d�15 D15/Tw (51FPJOH STRONG-TE M OR i�Ti@y L 116TALL W AS IlEGI9.6KAI RMBL XAL.L. srR RRIA16 V,67 IILS RAPr7 R TIE VETTTA16 I.RDWAUMMMM 6THLTlS.k'OG t'�R[MG,]O01TAd!'J3 r9l TF!YIY,M]Od TMt 0.4 T/�9.!0.7A AIO TME 0.7. MIN.6' HOLD POPW M/K 6' v ® AA.,0ORBOLT FL,ACEM yT 515E CONTRACT " PRAWIN65 i PROMEDOUXE e p D p N 55W o EACH TIE ® LOW . . — — :I: I: — — — XXX . — o e v. . . . . . . . .v. Ba T5 5/MF5M HD2A +3 --7. . . . . . v -D FRAM/NS BOLT ° ° . . . . . . . . . . . . . .G FaWATTON 5/�MIxra��OgN� ° II 4: :v: a: :v: ©: G'aPLER hVT 5/6•m 171READED ROD v -7 . . . . . silt PLA TE 5£15 PLAN 5TUD HALL 51E PLAN . . FOR 5/2� TYPICAL. FOR 512E$SPACING (4)10d NAILS F (2 NA/LS ° GONG.F1J9{YALE. Q 4 v TYPICAL. EACHPLATE) `:✓: S/g• AA�hI�RBOLT r w a., • B O.G.(1T1('J STORY HO15E) a• �' 0 6'0.C.(OAE STORY HO'5V 5/MMRW 57711ZOM6-7V 5/Ml'°r X 5774ON 777 MAN* fA'fi07I477OM MAN 0 PRA)W CORIIECR ALIMW 7r TIL-DCW DLTA 5/MN SCW 571W11f6-7115 ADA44 G VAM 5/M/LaR1 HOI.Z7 .00M A7,67AIL6 �iMsasoM 5T -ne ccc RAILING o ' ®° 405 D SSM�RRI! H 3 0' ap 0 .G. 0 POST 1/210 B0(T5 51HP50N NJ/O G J.0 16'O.G. LYiLiLE.XJI5/hA°50N � (5/Ml°50N 5TROM6-TIE PC) (5/M11050N 5TROAf6-7115 DRTO) A� ST _ �L/PnueR/cAr� �slr•,�s'ON GON�e-croR HO lcaRicAn� L CLIP o l6' o P05T(OIYE DE EA.SIDE) 5 1 EGO d AWHOR BOLT 06e POST BASF_ (3)13/4'x Il-7/6•M/GR05 I°as°;a' 0210 0 4'0.C.(IM STORY HOUZ °o' MER 0 16' '. ; 0 6'0.C.(LE STORY MCflSFJ (5/MMIX STRONG-TIE A&W) J015T GOMIL'GTION DL'TA/L A�RGH/bEGK/.b/5T GOM4�fGTION DETAIL XAMl1@ITOP MATE C,00 770N DETA/L (5/h r5X 57ROM6-7115 WV MAX COMIWTION DETA/L RAfItR/Y'OP rLATr GOhG1(5G7701N DE1A/L VECK GONNBGT/ON VE.rA16 REIN GONG.5LABW/NDOh�SrLL WINDOW S/LL r7.A5�lrNG 14 .... , , • is • •* ...... •q °0° .• • °. 5IMP50N L57A36 GAf LK HERE J°RIOR r0 ° '0° ° ' d� 0 °° 5 6O.G AINSTALLING 'J'GHAML ILIn 1-1 112-111 M&E 2X6 51LL PLATE 111 III— I!—III—I I III—III—I i fi )A � 5 T F F I I�I�O/CO�II I�I� C T I O I�I � � 7 L 5 MITY TRIM 50ALE = NT5 IiLI 1 111 1 1 1 iI ,l l i (I —I 1—I (4) Id NAILS 2- 4 DONT. E�AGH LPLAIE) `�,' 5/D/M5 W/TH 5,W-LOCK y.... 5/8 d AACIM BOLT F&W-H FWE9 W INTO BEAR/AK 501E 0 6'OG.�STORY ORY UTILITY 7R/M 6 MIL M9l57URE BARRIER RM PDN.PLAN DRAINAGE PLAN OVER 5 FATMIN5 DETAIL 01"INTL'�t/OR TH/G 5iGfiB PMMATION X4UwftA#R MW-M6 DETAIL 5/D/615&426M AT W/N WH 5/LL SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: REQ^AL, DATE: DESCRIPTION: v�y ✓YF �/� 01/09/24 vjurD FOR PILI/9G TYPICAL PETAL' 0. ApQ� CAD FILE NAME: OF N E`N 2652A-500 PROJECT TITLE: DATE: NSA PROJECT #: NEMSCHICK SILVERMAN ARCHITECTS P.C. '. ..the business of ARCHITECTURE." MITCHELL R�.J'IDENCE 10/26/2023 23_2652 ..�..------------ . ................ - - ., _„ ....-....._...__.._..._. _.............. ...—�---- 765 A AY DR SCALE: DRAWING NO.: CUTCHOGUL, NY 11935 ' A,/'NOTED 66 EAST MAIN STREET _ PATCHOGUE, NEW YORK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: A-50 Phone : 631 563 2130 Fax : 631 563 2139 www.nsarchitects.com 0 COPYRIGHT 2024 NEMSCHICK SILVERMAN ARCHITECTS P.C. 1000 109 05 14.032 I f= L. L) T*s� E3 I N C-.7 X 7 L) f;;Z E� NO. FROM / TO UNIT DIMENSION MANUFACTURER / MODEL DOOR GLAZING MUNTIN5 FRAME COLOR REMARKS No. ROOM FIXTURE MANUFAGTURER / MODEL REMARKS 100 FRONT PORCH/FO;rER 3'-0"x 6'-6" LOENEN/NARROW 5TILE ALUM CLAD, WOOD W OLA55 FULL LITE,LOE272-189 2 X 2 ALUM. CLAD W"D A5 SELECTED BY OWNER EXTERIOR DOOR A KITCHEN SINK A5 SELECTED BY OWNER 10/ EXTERIOR/GARAGE 9'-0"x 7'-0" A5 5ELECTED BY OANER OVERHEAD DOOR A5 5ELE6TE9 BY OWNER OVERIEAD DOOR KITCHEN FAUCET A5 5ELEGTE9 BY OWNER 102 EXTERIOR/GARAGE 9'-O"x 7'-0" A5 5ELECTED BY OWNER OVERHEAD DOOR A5 SELECTED BY OWNER OVERHEAD DOOR B KITCHEN D15HWA5HER HOOK UP A5 5ELECTE9 BY OWNER 103 EXTERIOR/BA T71 2'-8"x 6'-8" LOEWEN/NARROW 5TILE ALUM GLAD, WDOD W/GLA55 FULL LITE,LOE272-189 2 X 2 ALUM. GLAD W/WOOD A5 5ELE6TE9 BY OWNER EXTERIOR DOOR G FAMILY ROOM 5/NK A5 5ELEGTE9 BY OWNER 104 EXTERIOR/FAM/LY ROOM 5'-IO"x 6'-6" LOENEN/NARROW STILE LOEhEN 5/N57LE 5L1DER 2 HIDE DOOR/NARROW 5TILE FULL LITE LOE272-189 2 X 2 ALUM. GLAD W HOOD A5 SELECTED BY OWNER EXTERIOR DOOR FAMILY ROOM FAUCET A5 5ELE6,7 E9 BY OWNER 105 REAR DECK/DINING,ROOM 6'-0"x 6'-6" LOEINEN/NARROW 5T1LE LOEkEN 5/N57LE 5LIDER 2 HIDE DOOR/NARROW 5TILE FULL LITE LOE272-189 2 X 2 ALUM. GLAD W HOOD A5 5ELECTE9 BY OWNER EXTERIOR DOOR D BATHROOM TOILET A5 SELECTED BY OWNER 1062 REAR DECK/DINING ROOM 6'-0"x 6'-6" LOEhEN/NARROW STILE LOENEN 51NOLE 5LIDER 2 HIDE DOOR/NARROW 5TILE FULL LITE,LOE272-189 2 X 2 ALUM. GLAD W/HOOD A5 5ELEGTE9 BY OWNER EXTERIOR DOOR E BATHROOM SINK A5 5ELE6TE9 BY OWNER 3/4/-IIZ R,4TlNO 107 GARAGE/MUDROOM 2'-6"x 6'-6" TRUSTILE/5IN5LE PANEL 50LID CORE PRE-HUNG HOOD A5 5ELECTED BY OWNER 14 hR. RAT I N BATHROOM FAUCET A5 5ELECT59 BY OWNER 108 FAM/LY Room/BSETH 2'-6"x 6'-8" TRUSTILE/5/NGLE PANEL '50L1,9 CORE PRE-HUNG HOOD A5 5ELEGTED BYONNER F BATHROOM 5WPER HEAD A5 5ELEGTE9 BYOHNER BATHROOM SHOhER CONTROL5 A5 5ELEGTE9 BY OWNER ® � � G hAID/L4UNDRY HASHER A5 SELECTED BY O`YNER 5 � L) � H MUD/LAlWRY SINK A5 5ELECTED BY OWNER I.D. MODEL UNIT 51ZE (AxH) MANUFAGTURER / MODEL GLAZING MUNTIN5 FRAME HEAD HEIGHT (HH) GOLOR REMARKS NND/LAUNDRY FAUCET A5 5ELEGTE9 BY OWNER A CA5EMENT 3'-0"x 4'-6" LOENEN/NARROW 5T1LE LOE272-169 2 X 2 ALUM. GLAD W HOOD A5 SELECTED BY OWNER B CASEMENT 3'-0'5(4-6" LOEhEN/NARROW 5TILE LOE272-169 2 X 2 ALUM. GLAD W MOOD MULL UN/T5 A5 5ELEGTED BY OWNER TOGETHER G CA5EMENT 3'-O"x 4'-6" LOEHEN/NARROW STILE LOE272-169 2 X 2 ALUM GLAD W HOOD 6`-&A.FF V I.F. A5 5ELEGTE9 BY OANER D CASEMENT 3'-0'x 4'-6" LOEHEN/NARROW STILE LOE272-1629 2 X 2 ALUM GLAD W HOOD A5 5ELEGTED BY OWNER E CASEMENT 3'-0"x 3'-0" LOE{EN/NARROW 5TILE LOE272-169 2 X 2 ALUM. GLAD H/"19 6'-D A.FF V.I.F. A5 5ELEGTE9 BY OANER F CA5EMENT 3'-05(4'-6" LOEHEN/NARROW 5TILE LOE272-189 2 X 2 ALUM. GLAD W/WOOD I-AJLL UNITS A5 5ELE67E9 BY OHNER G CA5EMENT 3'-O'5(4'-6` LOEhEN/NARROW 5TILE LOE272-189 2 X 2 ALUM. GLAD W/HOOD TOGETHER A5 5ELE67E9 BY OWNER 6'-6'A.FF V.I.F. H CASEMENT 3'-05(4'-b" LOEWEN/NARROW 5T/LE LOE272-189 2 X 2 ALW GLAD W"D A5 5ELEGTE9 BY OWNER I CA5EMENT 3'-0'k 4'-6" LOEkEN/NARROW 5TILE LOE272-189 2 X 2 ALUM GLAD H/WOOD 6'-6"A.FF V.I.F. A5 5ELEGTE9 BY OWNER J CA5EMENT 31-015(31-ON LOEkEN/NARROW 5TILE LOE272-189 2 X 2 ALUM. GLAD H/WOOD 6'-8'A.FF V.I.F. A5 5ELEGTE9 BY OWNER K CASEMENT 31-015(31-00 LOEkiEN/NARROW 5TILE LOE272-189 2 X 2 ALUM. GLAD W/HOOD 6'-8'A.FF V.I.F. A5 5ELEC,TE9 BY OHNER NOTE I: ALL GLAZING SHALL MEET WINDBORNE DEBRI5 REQUIREMENT5 PER THE BUILDING GODE OF NY5. NOTE 2: GONTRAGTOR TO VERIFY ALL WINDOW MEA5UREMENT5 AND HEAD HEI6HT5 PRIOR TO PURGHA5E/IN5TALL. 4" THRU ROOF 4" TMW ROOF 4" THRU ROOF 4" THRV ROOF ROOF � I I I I PLUMBING FIXTURE MIN. TRAP 51ZE 2" V 3" 2" V I 2" V 2" V 3" BATHRUB (WITH OR WITHOUT 5HOWER HEAD AND/OR WHIRLPOOL ATTAGHEMENT5) I Y2 I 1 BIDET I Y4 GLOTHE5 WA5HER STANDPIPE 2 PROPOSED 1 DIN/NG ROOM BATHROOM BATHROOM PAM/L.Y ROOM BATH I I KITCHEN WDROOM I _____-- I D15HWA5HER 1 Y2 1 I 1112" V I 1 I/2" V _ _ �� I FLOOR DRAIN 2 _ 2" V J 1 1112" V 2" V _J 2"V I r __ T I _ 1-— KITGHEN SINK (ONE OR TOW TRAP5, WITH OR WITHOUT D15HWA5HER AND I Y2 FOOD WASTE DISPOSER) LAUNDRY TUB (ONE OR MORE GOMPARTMENT5) IY2 / //2" VI I I I I I I I I LAVATORY I Y4 1 11/2" V i 1112" V i 1 I/2"V i I I / //21' V 1 / I/2" V I 1112" V I 1112" V I 1112"V I I/2" V i 1112- V i 1112" V 1112" V 1112" V i SHOWER (BASED ON THE TOTAL FLOW RAET THROUGH 5HOWERHEAD5 I I I I I FRZ. 1 1 I I I I I I AND BODY5PRAY5) 1 1 I I I I I I I 1 I FLOW RATE: 5.7 C7PM AND LE55 1 Y2 LA V I I I I 1 LAV I I I LAV I LAV I I I 1 I I I(�V MORE THAN 5.7 PGM UP TO 12.3 GPM 2 1 LAV I I 1 I 1 I I MORE THAN 12.3 GPM UP TO 25.8 GPM 3 G. 1 5H W.CI MORE THAN 25.8 GPM UP TO 55.6 GPM 4 �5HHR 3" i /I/2„ DW MIG I �5HWR 3" 5HlNR1 IST FLOOR NOTES: P3103.1 ROOF EXTENSION. 2 2 2„ 2 2 2 2 2 2 2 2 OPEN VENT PIPES THAT EXTEND THROUGH A ROOF SHALL BE TERMINATED NOT LE55 THAN 6 2 " " 1, 11 11 " " " " INGHE5 (152 MM) ABOVE THE ROOF OR 6 INGHE5 (152 MM) ABOVE THE ANTIGIPATED SNOW 2" I I G.O AGGUMULATION, WHIGHEVER 15 GREATER. 3"Z —zP3103.2 FR05T GL05URE. 4�� 3" I WHERE THE 017.5-PERGENT VALUE FOR OUT5IDE DE516N TEMPERATURE 15 OAF (-ISltG) OR LE55, VENT EXTEN5ION5 THROUGH A ROOF OR WALL SHALL BE NOT LE55 THAN 3 INGHE5 (16 MM) IN TO EX/5T1N59 5ANITARY I DIAMETER. ANY INGREA5E IN THE 51ZE OF THE VENT SHALL BE MADE NOT LE55 THAN I FOOT D/5P05AL 5Y5TEM NEN I E:X I STING (304.8 MM) IN5I0E THE THERMAL ENVELOPE OF THE BUILDING. I CELLAR SCALE= N.T5. SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: Aq DATE DESCRIPTION: ovo9i24 Y/urD roR rILOG PLUMP50G RIVER DIAGRAM * i DOOR, WINDOW, FI/yj/,N & + _ ; PLUMP-50GVCH11PULU OQ. CAD FILE NAME: \ OFNEW � 26-52A-600 PROJECT TITLE: DATE: NSA PROJECT #: NEMSCHICK SIILVERMAN ARCHITECTS P.C. MITCMr-LL R"®"Ct 10/26/2025 2.5_2652 ------------------_----- ........ ". . .the business of ARCHITECTURE." _ _ _ ...... DR SCALE: DRAWING NO: oopp — CUTCI�OGUE, NY 11935 —.. -- — AV NOTED 66 EAST MAIN STREET DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: A-bOO PATCHOGUE, NEW YORK 11772 Phone : 631 563 2130 Fax : 631 563 2139 www.nsarchitects.com c COPYRIGHT 2024 NEMSCHICK SILVERMAN ARCHITECTS P.C. 1000 109 05 14.032 7f