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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#: 50237 Date: 1/22/2024 Permission is hereby granted to: Bailey, Edward 300 Bennetts Pond Ln Mattituck, NY 11952 To: construct additions and alterations(inclusive of accessory apartment)and to legalize "as built"alterations to existing single-family dwelling as applied for per SCHD approval. Additional certification may by required. At premises located at: 300 Bennetts Pond Ln, Mattituck SCTM#473889 Sec/Block/Lot#113.-13-4 Pursuant to application dated 12/18/2023 and approved by the Building Inspector. To expire on 7/23/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $833.00 AS BUILT-SINGLE FAMILY ADDITION/ALTERATION $72.00 CO-ADDITION TO DWELLING $100.00 Total: $1,005.00 Building Inspector TOWN OF SOUTHOLD-BUILDING DEPARTMENT n Town Hall Annex 54375 Main Road P.O.Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax(631)765-9502 hg2s:flwww.southoldtownny.gov Date Received APPLICATION IL T For office Use only - PERMIT NO. � Building nspector. Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name - 6�ktlfaaj�SCTM#1000- Project Address: �{ Phone#: Email; r� Mailing Address: ?;;� �- CONTACT PERSON. Name: Mailing Address; Phone#: Email: DESIGN PROFESSIONAL INFORMATION: Name: ' Mailing Address: `t Phone#: Email: 4 CONTRACTOR INFORMATION: Name: )9&)6"- Z4 Mailing Address _ 1d*-A Phone#: Email: c 's8 e o���rze,n DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure dditionAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ 1-30000 Will the lot be re-graded? fires 0N Will excess fill be removed from premises? �Aes ❑No 1 PROPERTY INFORMATION Existing use of propertyTa:' Intended use of property: Zone or use district in which premises is situated: Are there any covenants.;Ind restrictions wit respect to D this property? ❑Yes VNo IF YES,PROVIDE A COPY. ❑C eC"Box Afinea Reading: The owner/contractor/design professional Is responsible for all drainage and stone water issues as provided by Chapter 236 of the Town Code.APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and in buildingls)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal law. Application Submitted By(pr' t name): 5 ;-,/LtS( ❑AutitDrzed Agent '(downer Signature of Applicant: Elate: It' D� j CONNIE D,BUNCH llf STATE OF NEW YORK) Notary Public,State of New York No.01BU6185050 SS: Qualified in Suffolk County COUNTY OF ) Commission Expires April 14,2_1:)a being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this y of s 6� �l 20y C G Notary Public PROPEL 0VV NE- D iZ 1ION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Generated by REScheclk Web Software Compliance Certificate Project 300 Bennetts Pond Lane Energy Code: 2018 IECC Location: Mattituck,New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 300 Bennetts Pond Lane John Cunniffe Tom Baccarella Mattituck,NY 11952 John Cunniffe Architects NY Building Technology Group 17 Hillside Road 159 NY 25A Stony Brook,NY 11790 West Building,Suite B (631)751-0592 Miller Place,NY 11764 john@jdcarchitects.com 631-495-0289 Info@NYBTG.com Compliance: 5.0%Better Than Code Maximum UA: 161 Your UA: 153 Maximum SHGC: 0.40 Your SHGC: 0.28 The%Better or Worse Than Code Index reflects how dose to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-u'rade trad-c 're-_ oncivg clans tie:and _. e UA o pe crr i-r ce vow i nice path I .Iz ESr ec Each grade �ssernbl} -. the sp ,led dimaie zone crust meet_rkenndnhrnumn energy cede i lam or R va ue and d nth req Eovelope Assemblies Gross Area Cavity Cant. Prop. Req. Prop. Req. Per meter Ceiling-Garage conversion R30 Batt:Flat Ceiling or 471 30.0 0.0 0.035 0.026 16 12 Scissor Truss Ceiling-Family Room R40 HD foam:Cathedral Ceiling 395 40.0 0.0 0.026 0.026 10 10 Wall-Garage conversion-R15 Batt:Wood Frame, 406 15.0 0.0 0.077 0.060 26 20 16"D.C. Door front door:Glass Door(over 50%glazing) 21 0.250 0.320 5 7 SHGC:0.28 Window Andersen 30410 x3:Wood Frame 44 0.300 0.320 13 14 SHGC:0.28 Windows-Andersen 21032:Wood Frame g 0.300 0.320 3 3 SHGC:0.28 Wall-Family Room R21 Batt:Wood Frame,16"o.c. 450 19.0 0.0 0.060 0.060 21 21 Door Andersen FWG60611:Glass Door(over 50% glazing) 42 0.250 0.320 10 13 SHGC:0.28 Window Andersen 30410 x3:Wood Frame 44 0.300 0.320 13 14 SHGC:0.28 Window Andersen 30310 x2:Wood Frame 23 0.300 0.320 7 7 SHGC:0.28 Project Title:300 Bennetts Pond Lane Report date: 12105/23 Data filename: Page 1 of10 Gross Area _J Cavity Cont. Prop. Req. Prop. Req.� Per meter Floor-Garage Conversion-R30 sleepers:All-Wood 471 30.0 0.0 0.033 0.047 16 22 joist/Truss Floor over crawl:All-Wood joist/Truss 380 30.0 0.0 0.033 0.047 13 18 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 Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Tom Baccarella 12/5/2023 Name-Title ^ Date Project Title:300 Bennetts Pond Lane Report date: 12/05/23 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 I CC Requirements: 100.0%were addressed directly in the REScheck software Text in the"Comments/Assumptions"column is provided by the user in the REScheck Requirements screen.For each requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. SectionPlans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions &Req.ID I _ 103.1, :Construction drawings and ❑Complies Requirement will be met. 103.2 documentation demonstrate []Does Not [PR1]1 energy code compliance for the ❑Not Observable building envelope.Thermal envelope represented on []Not Applicable construction documents. 103.1, :Construction drawings and ❑Complies Requirement will he met. 103.2, documentation demonstrate -]Does Not 403.7 energy code compliance for ❑Not Observable [PR3]1 lighting and mechanical systems. ❑Not Applicable ;Systems serving multiple :dwelling units must demonstrate :compliance with the IECC =Commercial Provisions. 302.1, Heating and cooling equipment is. Heating: Heating: ❑complies Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr Btulhr_ ;❑Does Not LPR2]2 on loads calculated per ACCA Cooling: Cooling: ❑Not Observable i r Manual J or other methods Btu/hr Btulhr_ approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 lHigh Impact(Tier 1) 12 Medium Impact(Tier 2) 3 3 Low Impact(Tier 3) Project Title:300 Bennetts Pond Lane Report date: 12/05/23 Data filename: Page 3 of 10 Section # Foundation inspection Compiles? Comments/Assumptions Re .ID 1 3 .2,% A protective covering is installed to Ucamplies Requirement will be met. 'FOIJ.•- protect exposed exterior insulation Oboes Not and extends a minimum of 5 in.below []Not Observable' grade. ONot applicable 403.9 Snow-and ice-melting system controls lComplies Exception:Requirement is not applicable. [FO12F installed. looes Not ©Not Observable' CINot Applicable Additional Comments/Assumptions: High Impact(Ter ) J,ZMedium impact(Tier 2) 3 'Low Impact(Tier 3) Project Title:300 Bennetts Pond Lane Report date: 12105/23 Data filename: Page 4 of10 Section oFraming/Rough-In Inspection' Plans Verified Field Verified i complies? comments/Assumptions &Re .ID 1 Value Value 402.1.1, :Glazing U-factor(area-weighted U-_ U- ❑Complies See the Envelope Assemblies 402.3.1, =average). ❑Does Not 'table for values. 402.3.3, 402.5 ❑Not Observable [FR2]1 ❑Not Applicable 303.1.3 U-factors of fenestration products ❑Complies ,Requirement will be met. [FR4]1 are determined in accordance ❑Does Not lwith the NFRC test procedure or (taken from the defaulttable. i❑Not Observable ❑Not Applicable 402.4.1.1 .Air barrier and thermal barrier '❑Complies Requirement will be met. [FR23]1 installed per manufacturer's ❑Does Not instructions. � ?❑Not Observable ' []Not Applicable j 402.4.3 I Fenestration that is not site built ❑Complies Requirement will be met. [FR20]1 ;is listed and labeled as meeting ❑Does Not £, 'HAMA/WDMA/CSA 101/I.S.21A440 or has infiltration rates per NFRC ;❑Not Observable 400 that do not exceed code I ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures. ❑Complies ;Requirement will be met. [FR1611 sealed at housing/interior finish ❑Does Not and labeled to indicate 152.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable '. 403.3.1 (Supply and return ducts in attics ?.❑Complies iRequirement will be met. [FR1211 insulated>=R-8 where duct is ❑Does Not >=3 inches in diameter and>_ R-6 where<3 inches.Supply and ❑Not Observable [ 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. 403.3.2 Ducts,air handlers and filter ❑Complies Requirement will be met. [FR13]1 iboxes are sealed with ❑Does Not `joints/seams compliant with :International Mechanical Code or ❑Not Observable International Residential Code,as=. '❑Not Applicable applicable. 403.35 Building cavities are not used as - ❑Complies ;Requirement will be met. [FR1511 ducts or plenums. ]Does Not ❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids R- R-_ I❑Complies Requirement will be met. [FR17]2 above 105°F or chilled fluids ❑Does Not below 55 QF are insulated to>_R- "3 '[]Not Observable ❑Not Applicable 403.4.1 :Protection of insulation on HVAC ❑Complies `Requirement will be met. [FR2411 jpiping. ;❑Does Not _ ❑Not Observable i ;❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ❑Complies ',Requirement will be met. [FR18]2 - >_11-3. ❑Does Not ❑Not Observable [ ❑Not Applicable 403.6 Automatic or gravity dampers are i❑Complies :Requirement will be met. [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) i'2 Medium Impact(Tier 2) 3 Low Impact(Tier 3} Project Title:300 Bennetts Pond Lane Report date: 12/05/23 Data filename: Page 5 of 10 Additional Comments/Assumptions: 1 High impact(Tier 1) 12 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title:300 Bennetts Pond Lane Report date: 12(05/23 Data filename: Page 6 of10 Section Plans Verified Field Verified t >k Insulation Inspection Value Value Complies? Comments/Assumptions &Re .ID; 303.1 All installed insulation is labeled ❑Complies Requirement will be met. [IN1312 or the installed R-values ;❑Does Not provided. []Not Observable i ❑Not Applicable 402.1.1, :Floor insulation R-value. R-_ R-_ ❑Complies See the Envelope Assemblies 402.2.6 ❑Wood ❑ Wood j❑Does Not table for values. [INl]1 ❑Steel ❑ Steel ❑Not Observable luf ❑Nat Applicable 303.2, :Floor insulation installed per ❑Complies Requirement will be met. 402.2.8 :manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the []Not Observable 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- ❑>Yomplies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ® Wood ❑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 44 303.2 Wall insulation is installed per ❑complies Requirement will be met. [IN4]1 :manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2: Medium Impact(Tier 2) 1 3 Low Impact(Tier 3) Project Title:300 Bennetts Pond Lane Report date: 12/05/23 Data filename: Page 7 of10 Section # Final Inspection Provisions Value Value Plans Verified Field Verified Complies? CommentslAssumptions &Re .ID 402.1.1, :Ceiling insulation R-value. R-_ R- ❑complies See the Envelope Assemblies 402.2.1, ❑Wood n Woad ❑Does Not -table for values. 402.2.2, E]Steel ❑ Steel !❑Not Observable 402.2.6 [Flip ❑Not Applicable t 303.1.1.1, Ceiling insulation installed per °❑Complies :Requirement will be met. 303.2 manufacturer's instructions. []Does Not [FI2]1 Blown insulation marked every ❑Not Observable .300 ft'. ❑Not Applicable 402.2.3 ,Vented attics with air permeable ❑CQmplies Requirement will be met ,V [FI22]2 insulation include baffle adjacent `❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2,4 Attic access hatch and door R-_ R-� ❑Complies Requirement will be met. [F13]1 insulation>_R-value of the ❑Does Not adjacent assembly. I❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa.<=5 ACH 50 ACH 50 ❑Complies Requirement will be met. [F11711 '.ach in Climate Zones 1-2,and ❑Does Not <-3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.3 Ducts are pressure tested to _cfm/100i _cfm/100 s❑complies Requirement will be met. [FI27]1 determine air leakage with T2ftz j❑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 OComplies Requirement will be met. IFI411 cfm/100 ft2 across the system or'. ft2 ft2 :❑Does Not <=3 cfm/100 ft2 without air '❑Not Observable :handler @ 25 Pa.For rough-in tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.2.1 zAir handler leakage designated ❑Complies Requirement will be met. [F124]1 ,by manufacturer at<=2%of ❑Does Not =design air flow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats '❑Complies Requirement will be met. [FI9]2 installed for control of primary ❑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 t❑Complies 'Requirement will be met. [F]10]2 !on heat pumps. =❑Does Not ❑Not Observable 1 ❑Not Applicable 4035.1 Circulating service hot water ❑Complies `Requirement will be met. [Fl11]2 ::systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable i❑Not Applicable 11 High Impact(Tier IL__L,2 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title:300 Bennetts Pond Lane Report date: 12/05/23 Data filename: Page 8 of 10 Section Plans Verified Field Verified it # Final Inspection Provisions Value Value 1 Complies? Comments/Assumptions &Re .ID 403.6.1 All mechanical ventilation system ©Co Iiea Requirement will be met. [F12512 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy ❑Not Observable and air flow limits per Table ❑Not Applicable R403.61. 403.2 Hot water boilers supplying heat ❑Complies Requirement will be met. [FI26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback :[]Not Observable control to lower bailer water temperature based on outdoor ❑Not Applicable temperature. - 403.5.1.1 Heated water circulation systems []Complies :Requirement will be met. [928]2 have a circulation pump.The '❑Does Not system return pipe is a dedicated ❑Not Observable return pipe or a cold water supply 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 i no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies 'Exception:Requirement is [FI29]2 comply with IEEE 515.1 or UL ❑Does Not not applicable. 515.Controls automatically ❑Not Observable '. adjust the energy input to the heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. 403.5.2 Demand recirculation water '❑Complies Exception:Requirement is (F130]2 systems have controls that i❑Does Not not applicable. manage operation of the pump ❑Not Observable ,and limit the temperature of the water entering the cold water ❑Not Applicable piping to<=1041F. 403.5.4 Drain water heat recovery units ❑Complies Exception:Requirement is [FI31]2 tested in accordance with CSA ❑Does Not not applicable. B55.1.Potable water-side pressure lass 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 Requirement will be met. [FI6]1 '.'fixtures have high efficacy lamps.' ❑Does Not ❑Not Observable i❑Not Applicable 404.1.1 :Fuel gas lighting systems have '❑complies Exception:Requirement is [F123]3 no continuous pilot light. ❑Does Not not applicable. ❑Not Observable ;❑Not Applicable 401.3 Compliance certificate posted. '❑Complies :Requirement will be met. [F]7]2 ❑Does Not i❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:300 Bennetts Pond Lane Report date: 12105(23 Data filename: Page 9 of10 SeMans Verified Field Verified ction Final Inspection Provisions ValueValue complies? Comments/Assumptions 303,3 Manufacturer manuals for `©Complies :Requirement will be mei l91911 mechanical and water heating QDces Not systems have been Provided. oNot Observable Ol otApplicable Additional Comments/Assumptions; 1 LHigh impact{Fier 1) 12:Medium impact Wier 2) 3 1 low Impact(Ter 3) Project Title.300 Bennetts Pond Lane Report date: 12105/23 Data filenarne. Page 10 of10 2018 IECC Energy Efficiency Certificate Above-Grade Wall 19.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling/Roof 30.00 Ductwork(unconditioned spaces): r. Window 0.30 0.28 Door 0.25 0.28 Heating System: Cooling System: Water Heater• Name: Date: Comments rnz 711by 53'9 1sa N0 4 j pR ` °Sao ao ouN -9_9 M,.00,Z46ZN a31tlM°nanda3 ri€ - 33t r sa3na 4 z s£s[ .:. QaWa t, DOOM JNOJ 42 s � o 35nOH 3Wtltl3 rtl ob l a a 3N y � h g s � ROAMCVs ` Mii Rn 04 � - asp � � E p� I z TnVid I-PA Imo' Ig _ 5.... �H Y E �g o N 8 s a m 49 SANITARY SYSTEM DESIGN w`4y� m n g -IIA OWTS BAILEY RESIDENCE Y I A xo�+Eaoar ENcwEEalNc P.c 300 BENNETTS POND LANE a 0 TM PO 80X t�iYi SETP.. I-NNO...15 MATTITUCK,NY 11952 d13 MATERIAL DRAWING MARKERS LIST OF DRAWINGS s�g9 § S No: Date: Description: THE FOLLOWING ABBREVIATIONS MAY BE USED IN ANY OF THE CONSTRUCTION DRAWINGS, OR MAY BE PATTERN INDICATES SYMBOL DESCRIPTION THIS LIST IS PROVIDED FOR CONVENIENCE ONLY; NOT GUARANTEED TO 1 09.22.23 For Client Review SUPERSEDED BY SPECIFIC ABBREVIATIONS LISTED ON ANY SUBSET OF THE DRAWINGS.THIS IS A BE ABSOLUTELY CURRENT. 2 10.03.23 For Client Review LIST OF ONLY THE MOST COMMONLY USED ABBREVIATIONS; THE FULL LIST OF ABBREVIATIONS WHICH ° MIGHT BE ENCOUNTERED IS CONTAINED IN PART 2 OF SECTION 01020 OF THE SPECIFICATIONS. CONCRETE ARCHITECTURAL 3 10.11.23 For Client Review a °� BUILDING SECTION OR SECTION DETAIL 4 10.18.23 For Client Review " �01 (OPTIONAL) T1 GRAPHICS, LEGEND,ABBREVIATIONS A[1] AMPERE EXH EXHAUST MULT MULTIPLE SUSP SUSPENDED T2 NAILING SCHEDULE 5 11.09.23 For Permit Approval A/C AIR CONDITIONING EXIST EXISTING[4] MWK MILLWORK SW SWITCH CONCRETE MASONRY T3 BRACE WALL CONNECTION DATA ABV ABOVE EXP[1] EXPOSED N[1] NORTH SYM SYMMETR(ICAL/Y/ICALLY) AND BRACE WALL PLAN AC[i] ALTERNATING CURRENT EXP[2] EXPANDED/SION) NEG NEGATIVE SYS SYSTEM T4 TYPICAL /STANDARD AIR SEALING DETAILS ACC ACCESS EXST EXISTING[2] NIC NOT IN CONTRACT T TREAD EXTERIOR ELEVATION D1.1 EXISTING FIRST FLOOR PLAN AD AREA DRAIN EXT EXTER(NAL/IOR) NO NUMBER T/STL TOP OF STEEL WOOD FINISH A101 FOR DEMOLITION ADD ADDENDUM EXTG EXISTING[3] NOM NOMINAL T/CONC TOP OF CONCRETE ADDL ADDITIONAL F[1] FAHRENHEIT NRC NOISE REDUCTION COEFF. T/CURB TOP OF CURB [2] / _ A1.0 PROPOSED FOUNDATION PLAN T/SLAB TOP OF SLAB [2] � � A1.1 PROPOSED FIRST FLOOR ADH ADHESIVE FA[2] FRESH AIR NTS NOT TO SCALE 1 / DETAIL MARKER A1.2 PROPOSED ROOF PLAN ADJ ADJUST(ABLE) FAB FABRICATE OC ON CENTER T/WALL TOP OF WALL[2] WOOD ROUGHING, DISCONTINUOUS 1 _ AFF ABOVE FINISHED FLOOR FD FLOOR DRAIN OCT OGTAGON(AL) TAN TANGENTIAL) /A101 A2.0 PROPOSED ELEVATIONS AGG AGGREGATE FIN FINISH TEL TELEPHONE FINISHED) OD OUTSIDE DIAMETER A2.1 PROPOSED ELEVATION AHU AIR HANDLING UNIT FIXT FIXTURE[2] OPG OPENING[1] TEMP TEMPERATURE WOOD ROUGHING,CONTINUOUS A3.0 PROPOSED BUILDING SECTIONS AND WINDOW SCHEDULE AL ALUMINUM FL[1] FLOOR OPNG OPENING[2] THD THREAD ALLOW ALLOWABLE/ANCE) FLCO FLOOR CLEANOUT OPP OPPOSITE THK THICKNESS) ALT ALTERNATE FLRG FLOORING OZ OUNCE THRU THROUGH LEGEND ANC ANCHOR(AGE)'ED) FLUOR FLUORESCENT PAV PAV(E/ED/ING) TLT TOILET ANOD ANODIZED FND FOUNDATION PC[1] PRECAST TMP TEMPORARY = _ EXISTING WALLS TO BE DEMOLISHED AP ACCESS PANEL FP FIREPROOF(ED/ING) PC[2] PIECE TOL TOLERANCE ARCH ARCH ITECT(URAL)[1] FPM FEET PER MINUTE PCF POUNDS PER CUBIC FOOT TTOC TOP OF OS TOP OF CURB SLAB[1]] G EXISTING DOORS TO BE DEMOLISHED EXISTING PLANS FOR SQUARE FOOT / APARTM ENT COMPUTATIONS PROJECT ASSY ASSEMBLY FT FOOT PED PEDESTAL AUD AUDI(O/TORY(rORILIM) FTG[1] FOOTING PERF PERFORAT(E/ED/ION) TOT TOTAL EXISTING WALLS TO REMAIN AUTO AUTOMATIC FTR FINNED TUBE RADIATION PH PHASE TOW TOP OF WALL[1] AWG AMERICAN WIRE GAUGE FUT FUTURE PL[i] PLATE(D) TRANS[1] TRANSFER[2] U) BD BOARD FX FIRE EXTINGUISHER PL[2] PROPERTY LINE TRANS[2] TRANSFORMER[2] EXISTING DOORS TO REMAIN C BEL BELOW GA GAUGE PLAM PLASTIC LAMINATE TRANS[3] TRANSMIT(TER/TAL)[2] 0 BET BETWEEN GAL GALLON PLAS PLASTER TUB TUB(E/ING) PROPOSED WALL CONSTRUCTION ._ 32'-21/2" BIT BITUMINOUS GALV GALVANIZED[2] PLBG PLUMBING TV TELEVISION BLDG BUILDING GB[i] GYPSUM BOARD PLY PLYWOOD TYP TYPICALF� CD BLK BLOCK GC GENERAL CONTRACT(OR) PNL PANEL U U VALUE <THERM.CONDUCT.> NEW DOORS U BLKG BLOCKING GEN GENERATOR POL POLISH(ED) UH UNIT HEATER BM[1] BEAM GL GLA(SS/ZED/ZING) PR PAIR UNF UNFINISHED pppA�jTTTST C BO BY OTHERS GPM GALLONS PER MINUTE PREFAB PREFABRICATE(D)[2] UON UNLESS OTHERWISE NOTED TYPICAL SYMBOLS 60 tST BOT BOTTOM GRAN GRANITE PRTN PARTITION[2] UV ULTRAVIOLET �O r- CN N BPL BEARING PLATE GYP GYPSUM PT[1] POINT V[1] VALVE SYMBOL INDICATES Esc -0 r BRG BEARING HB HOSE BIBB PTD[2] PAINTED V[2] VOLT BRS BRASS HD[i] HEAVY DUTY PVC POLYVINYL CHLORIDE VAC VACUUM 7 COLUMN LINE LABEL, MAJOR BRZ BRONZE HDW HARDWARE P PAVEMENTV MT VAR VARIES O LCN Z BS BOTH SIDES HEX HEXAGONAL QD QUICK DISCONNECT VCT VINYL COMPOSITION TILE ,� DATUM ELEVATION s a 1/2" 0 a) U BTU BRITISH THERMAL UNITS HM HOLLOW METAL QUAD QUADRUPLE(X) VENT VENTILAT(E/TION) 0�-0"= EXISITNG FIRST FLOOR FINISHED FLOOR = a .� D BTUH BTU/HOUR HOR HORIZONTAL QUAL QUALITY VEST VESTIBULE -0 m N BVL BEVELED) HP[1] HIGH POINT R[1] RISER VERT VERTICAL 15 REVISION NUMBER-SEE KEY IN TITLE BLOCK a O C[1] COURSE[1] HP[2] HORSEPOWER R[2] RADIUS VID VIDEO -0 M C[2] CELSIUS HP[3] HIGH PRESSURE R[4] R VALUE <THERM. RESIST.> VIF VERIFY IN FIELD 55E DOOR LABEL-SEE DOOR SCHEDULE, SPEC. SECTION 08701 CAB CABINET[2] HT HEIGHT RA RETURN AIR VOL VOLUME 70 CB CATCH BASIN HTG HEATING RCP[1] REFLECTED CEILING PLAN VP[1] VENEER PLASTER N I O TI V, CBT CABINET[1] HTR HEATER RD[1] ROUND VP[2] VENT PIPE GLASS TYPE-SEE SPEC. TI D 0 D o CEM CEMENT HVAC HTG,VENT, &A/C RD[2] ROOF DRAIN VS VERSUS M CFM CUBIC FEET PER MINUTE HW[1] HEAVYWEIGHT REF[1] REFERENCE <POINT> W[1] WIDTH SD SMOKE DETECTORS L�6�1 O 0 CI CAST IRON HW[2] HOT WATER REF[2] REFRIGERATOR W[2] WATT �D SMOKE AND CARBON 0 CIR CIRCLE HYD HYDRAULIC REINF REINFORCE(D/ING/MENT)[21 YW'/ WITH CO MONOXIDE DETECTORS L CKT CIRCUIT ID INSIDE DIAMETER REPL REPLACE W/O WITHOUT 38'-7" CL[i] CENTERLINE IN INCH READ REQUIRED WB WET BULB HD HEAT DETECTOR CLG CEILING INC INCREMENTAL REQT REQUIREMENT WC[1] WATER CLOSET CLJT CONTROL JOINT INCL INCLUDE(D) REV REVISE/ED/ION) WC[2] WATER COOLED EXISTING SECOND FLOOR PLAN CLL CONTRACT LIMIT LINE INS INSULAT(E/ED/ION) RGD RIGID WCO WALL CLEANOUT CONSTRUCTION CODE STATEMENT ('1 This drawingand design layout is an instrument of services CM[1] CENTIMETER INT INTERIOR RH 2 RELATIVE HUMIDITY WD WOOD I. = II g y [ ] THIS DESIGN CONFORMS WITH THE RESIDENTIAL SCALE: 1/8 — 1 -0 and the property of John Cunniffe,Architect.This drawing CM[2] CIRCULAR MIL INV INVERT RM ROOM WI WROUGHT IRON CONSTRUCTION CODE OF NEW YORK STATE - 2020 and design layout may not be reproduced or reproductions CMT CERAMIC MOSAIC TILE IPS IRON PIPE SIZE RNF REINFORCED/ING/MENT)[1] WK WEEK AND ALL STEEL WORK UNDER ASCE 7-16 hereof used without the expressed written consent of John CMU CONCRETE MASONRY UNIT JC JANITOR'S CLOSET RO[1] ROUGH OPENING WL WIND LOAD 2020 IRC NYS ECC NYS I Cunniffe,Architect. COL COLUMN JT JOINT S[1] SIDE WM WIRE MESH It is a violation of the law for any person unless acting under COMM COMMUNICATION K KILO- <THOUSAND> SAF SAFETY WO WITHOUT the direction of a licensed architect,to alter any item in any COMP COMPRESSED/ION/IBLE) KG KILOGRAM SAN SANITARY WP WATERPROOF(ED/ING) JOHN CUNNIFFE, RA way. If any item on this document is altered,the altering CONC CONCRETE KO KNOCKOUT SAT SATIN WPT WORKING POINT architect shall affix to such items his or her seal and signature CONN CONNECTION[2] KSI KIPS PER SQUARE INCH SC SOLID CORE WR WATER REPELLENT and notation"Altered by"followed by the architects'name, CONST CONSTRUCT(ION) KW KILOWATT SCH SCHEDULE WS[2] WATERSTOP 23'-3" 31'-81 2" date or alteration, and specific description of the alteration. CONT CONTINU(E/OUS) KWH KILOWATT HOUR SCRN SCREEN WSHR WASHER All dimensions and existing conditions shall be checked and CONTR CONTRACT(OR) L[i] LENGTH SD[1] SOAP DISPENSER WT WEIGHT ENERGY CODE COMPLIANCE STATEMENT verified by the Contractor before proceeding with the work. CORR CORRIDOR LAM LAMINATE(D) SD[2] STORM DRAIN WWF WELDED WIRE FABRIC — — — -� CSK COUNTERS(INK/UNK) LAV LAVATORY SDL SADDLE XFMR TRANSFORMER[1] I HEREBY UNDERSIGNED NEW YORK STATE REGISTERED DESIGN PROFESSIONAL CTJT CONSTRUCTION JOINT LB POUNDS SEC SECOND(S) YD YARD STATES THAT TO THE BEST OF MY KNOWLEDGE BELIEF AND PROFESSIONAL i JOHN CUNNIFFE -ARCHITECT CU[1] CUBIC LL LIVE LOAD SECT SECTION ZN ZINC JUDGEMENT, THESE PLANS AND OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NYSECCC AND ANY AND ALL SUPPLEMENTS. I John Cunniffe-Architect CUH CABINET UNIT HEATER LP[1] LOW POINT SEP SEPARAT(E/TION) 17 Hillside Road CUST CUSTOM LP[2] LOW PRESSURE SERV SERVICE � I _ — — � Stony Brook, New York 11790 CW COLD WATER LT LIGHT SF SQUARE FEET o — — _ T 631 751 0590 CWK CASEWORK LVL LEVEL SHT SHEET N uP DB[1] DECIBEL LW LIGHT WEIGHT SHTG SHEETING JOHN CUNNIFFE, RA John@jdcarchitects.com DC DIRECT CURRENT M[1] METER Sip] SQUARE INCHES DEG DEGREES M[2] MOMENT<BENDING> SIAM SIAMESE CONNECTION EXISTING CONSTRUCTION STATEMENT T D. Cu C,y� DF DOUGLASS FIIT MAN MANUAL SIM SIMILAR M DIA DIAMETER MATL MATERIAL[2] SK SKETCH M Cv DIM DIMENSION MAX MAXIMUM SLNT SEALANT THIS OFFICE AND ITS ACTING ARCHITECT FIND THE EXISTING FOUNDATION WALLS e DL DEAD LOAD MECH MECHANIC(AL) SLV SLEEVE AND 2x4 WALL STUDS AND PLATES TO BE SUITABLE FOR ADDITIONAL LOADING PER fl N DN DOWN MED MEDIUM SMP SIMPLE(X) NYS BUILDING STANDARD AND CODES- 2020 UNIFORM CODE SUPPLEMENT 0308931. ' a �j9 DO DITTO <THE SAME> MEM MEMBRANE SOL SOLID APPENDIX J SECTION 803. M _ OF DPR DAMPER MET METAL[1] SPEC SPECIFY/ICATION) N DR DOOR MFR MANUFACTURE(ER/ER'S) SPKL SPRINKLER DTL DETAIL MFG MANUFACTURING SPKR SPEAKER JOHN CUNNIFFE, RA DUP DUPLEX MH MANHOLE SPL SPECIAL PROJECT NUMBER: DW DISHWASHER MIL[1] THOUSANDTHS OF AN INCH SQ SQUARE DWGDR WI MIN[i] MINIMUM SS STAINLESS STEEL[1] SCALE: AS NOTED EL ELEVATION MIN[2] MINUTE ST[1] STEEL MECHANICAL EQUIPMENT STATEMENT DRAWING: ELEC ELECTRIC(AL) MISC MISCELLANEOUS ST[2] STORM ELECTRICAL, MECHANICAL SUB CONTRACTOR AND GENERAL CONTRACTOR ARE 22'-9" 32'-21 2° GRAPHICS, LEGEND, ABBREVIATIONS ELEV ELEVATOR MK MARK ST STL STAINLESS STEEL[2] RESPONSIBLE TO CONFORM TO CURRENT 2020 BUILDING AND ENVIRONMENTAL EMER EMERGENCY MM MILLIMETER STC SOUND TRANSMISSION COEFF. CODES AND ANY CURRENT SUPPLEMENTS IN RELATIONSHIP TO THE INSTALLATION EMT ELECT. METALLIC TUBING MO[1] MASONRY OPENING STD STANDARD REFER TO ALL HERS RATING INFORMATION PROVIDED. 2 EXISTING FIRST FLOOR PLAN ENGR ENGINEER(ED/ING) MOT MOTOR STL STEEL EP ELECTRICAL PANEL MRE MARBLE STM STEAM DRAWING NUMBER: EQ EQUAL MTL[2] METAL[2] STOR STORAGE SCALE: 1/8" = 1 I-011 EW EACH WAY MTR[1] MOTOR STR STRUCTURE/AL) INSULATION & ECC COMPLIANCE EXG EXISTING[1] MUL MULLION SUP SUPPLY PROPOSED CONDITIONS. 1 ST AND 2ND FR TOTAL 2,287 sf total /25% = 571 SF > (APARTMENT SF AREA)= 530SF T1 2x6 WALLS = R19 BATT APARTMENT SF AREA COMPLIES WITH CODE PROPOSED CRAWLSPACE WALLS = R10 ON EXTERIOR PROPOSED FAMILY RM. FLOOR -R30 BATT PROJECT NORTH PROPOSED FAMILY RM. ROOF -HOT CLOSED CELL R40 MIN EXISTING GARAGE CONVERSION WALLS = R15 BATT PROPOSED GARAGE CONVERSION WOOD FRAMED FLOOR - R30 BATT PROPOSED GARAGE CONVERSION ROOF HOT CLOSED CELL R40 MIN TABLE R602.3(1) TABLE R602.3(1) ALLOWABLE DEFLECTION OF No: Date: Description: FASTENING SCHEDULE FASTENING SCHEDULE-Continued RAFTER AND TRUSS CONNECTION FORCES. STRUCTURAL MEMBERS 1 09.22.23 For Client Review NUMBER T AND TYPE ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENERab'0 ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASAND SPACING AND LOCATION Floor SPACING AND LOCATION EXPOSURE B ULTIMATE DESIGN WIND SPEED V MPH - 140 STRUCTURAL MEMBER ALLOWABLE 2 10.03.23 For Client Review DEFLECTION Roof 3-16d box(3 1/2"x0.135");or RAFTER SPACING ROOF SPAN ROOF PITCH ROOF PITCH 3 10.11.23 For Client Review 4-8d box 2 1/2"x0.113" or 24 2"subfloor to joist or girder 2-16d common 3 1/2"x0.162' Blind and face nail (� ( ) ( 9 RAFTERS HAVING SLOPES GREATER THAN 3-8d common 2 1/2"x0.131 or < 5:12 > 5:12 �� ( "); 4 10.18.23 For Client Review 1 Blocking between ceiling joists or rafters to top plate Toe nail 3-16d box 3 1 2"x0.135" ; 3-1/2 WITH NO FINISHED CEILING U 180 3-10d box(3'x0.128");or 25 2"planks(plank&beam-floor&roof) ( / ) °r, At each bearing,face nail 12 162 150 3-3"x0.131"nails 2-16d common(3 1/2"x0.1621 18 209 194 ATTACHED TO RAFTERS 5 11 .09.23 For Permit Approval 4-8d box(2 1/2"x0.113");or 3-16d common(3 1/2"4.162") 24 255 237 INTERIOR WALLS AND PARTITIONS H/180 4-10 box(3"x0.128"),or 3-8d common(2 1/2"x0.131");or 26 Band or rim joist to joist End nail 28 287 266 2 Ceiling joists to top plate „ Per joist,toe nail 4-3"x0.131"nails;or �� 3-10d box(3 x0.128");or 16 O.C. 3-3"x0.131"nails 4-3"x14 ga.staples,7/16"crown 36 351 32 319 325 5 FLOORS AND PLASTER CEILINGS L/360 Nail each layer as follows:32"o.c Ceilingjoist not attached to parallel rafter,laps over 4-10d box(3"x0.128");or 20d common(4"x0.192");or 42 399 370 ALL OTHER STRUCTURAL MEMBERS 3 p p 3-16d common(3 1/2"x0.162");or Face nail at top and bottom and staggered. 48 447 414 L/240 partitions(see Section R802.5.2 and Table R802.5.2) 4-3'5(0.131"nails 10d box(3"x0.128");or 24"o.c.face nail at top and bottom EXTERIOR WALLS WITH PLASTER OR Ceiling joist attached to parallel rafter(heel joint) 27 Built-up girders and beams,2-inch lumber 3"4.131"nails staggered on opposite sides STUCCO FINISHES H/360 4 (see Section R802.5.2 and Table R802.5.2) Table R802.5.2 Face nail layers And: 2-20d common(4"x0.192");or EXTERIOR WALLS-WIND LOADS a. Collar tie to rafter,face nail or 1 1/4"x20 ga.ridge strap to 4-10d box(ion(3' .;or 3-10d box(3"x0.128");or Face nail at ends and at each splice 5 3-10d common(3"x0.148");or Face nail each rafter WITH BRITTLE FINISHES L/240 rafter 4-3'hc0.131"nails 34' 0.131' nails 4-16d box(3 1/2"x0.135");or EXTERIOR WALLS-WIND LOADS a' 3-16d box nails(3 1/2"x0.135");or 3-16d common(3 1/2"x0.162");or WITH FLEXIBLE FINISHES late or on side of each rafter or L/120 3-10d common nails(3"x0.148"); 2 toe nails on one side and 1 toe nail 28 Ledger strip supporting joists or rafters At each joist or rafter,face nail 6 Rafter or roof truss to 4-10d box(3"x0.128");or MINIMUM SPECIFIED COMPRESSIVE STRENGTH p 4-3"x0.131"nails MINIMUM SPECIFIED COMPRESSIVE STRENGTH 4-10d box(3"xo.128");or truss' OF CONCRETE NOTE: L-SPAN LENGTH, H = SPAN HEIGHT 4-16d (31"nails 2-10d box(3"x0.12-3 or2 1 common Each end,toe nail a.THE WINDOW LOAD SHALL BE PERMITTED TO BE TAKEN TO 29 Bridging or blocking to joist (2 1/2"x0.131";or 2-3"x0.131'�nails 4-16d c 1/mon( "4.or AS THE O.T.TIMES THE COMPONENT AND CLADDING LOADS 3-10d common(3"x0.148");or SPACING OF FASTENERS 4-10d box(3"x0.1 Toe nail28");or ITEM DESCRIPTION NUMBER AND Intermediate TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL FOR THE PURPOSE DETERMINING DEFLECTION LIMITS HERE IN 4-3"x (inches)b 0.131"nails OF BUILDING ELEMENTS TYPE OF FASTENER Edges supports 0,e 7 Roof rafters to ridge,valley or hip rafters or roof rafter to minimum 2"ridge beam 3-16d box 3 1/2"x0.135 (inches) NEGLIGIBLE MODERATE SEVERE b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN TWICE THE PROJECT ");or Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing LENGTH OF THE CANTILEVER. 2-16d common(3 1/2"x0.162");or End nail [see Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing] 3-10d box(3"xo.128");or BASEMENT WALLS, FOUNDATIONS AND OTHER 3-31x0.131"nails 6d common(2"x0.113')nail(subfloor,wall)` CONCRETE NOT EXPOSED TO THE WEATHER 2,500 PSI 2,500 PSI 2,500 PSI Wall 30 3/8"-1/2" 8d common(2 1/2"4.131")nail(roof);or RSRS- 6 12' 01 (2 3/8"x0.113")nail (roof)I TABLE R301.5 � 16d common(3 1/2"x0.162') 24"o.c.face nail 8d common nail (21/2"x0.131');or RSRS-01; , BASEMENT SLABS AND INTERIOR SLABS ON MINIMUM UNIFORMLY 8 Stud to stud(not at braced wall panels) 10d box(3"x0.128');or 16"o.c.face nail 31 1s/32"-1° (2 3/8"x0.113")nail(roof)I 6 12 GRADE, EXCEPT GARAGE FLOOR SLABS 2,500 PSI 2,500 PSI 2,500 PSI DISTRIBUTED LIVE LOADS IN POUNDS PER SQ. FOOT -O 3"x0.131"nails 10d common(3"x0.148")nail;or 16d box(3 1/2"x0.135");or 32 1 1/8"1 1/4" 8d(2 1/2"x0.131")deformed nail 6 12 `V 9 Stud to stud and abutting studs at intersecting wall corners 3"x0.131"nails 12"o.c.face nail BASEMENT WALLS, FOUNDATION WALLS USE LIVE LOAD ( L Other wall sheathin s (at braced wall panels) g EXTERIOR WALLS AND OTHER VERTICAL 2,500 PSI 3,000 PSI 3,000 PSI W + 16d common(3 1/2"x0.162'� 16"o.c.face nail 1 1/2"galvanized roofing nail,7/16"head UNINHABITED ATTICS WITHOUT LIMITED STORAGE 10 1/2"structural cellulosic fiberboard CONCRETE WORK EXPOSED TO WEATHER 16d common(3 1/2"x0.162") 16"o.c.each edge face nail 33 diameter,or 1 1/4"long 16 ga.staple with 7/16"or 3 6 10 Built-up header(2"to 2"header with 1/2"spacer) sheathing 1"crown 16d box(3 1/2"x0.135") 12"o.c.each edge face nail PORCHES, CARPORT SLABS AND STEPS UNINHABITED ATTICS WITH LIMITED STORAGE 20 25/32"structural cellulosic 1 3/4"galvanized roofing nail,7/16"head diameter, N 5-8d box 2 1/2"x0.113" ;or 34 " 3 6 EXPOSED TO THE WEATHER,AND GARAGE 2,500 PSI 3,000 PSI 3,500 PSI co � ( ) fiberboard sheathing or 1 1/2"long 16 ga.staple with 7/16 or 1"crown HABITABLE ATTICS WITH FIXED STAIRS 30 11 Continuous header to stud 4-8d common (2 1/2"x0.131'�;or Toe nail SLABS 4-10d box(3"x0.128") d 1 1/2"galvanized roofing nail;staple galvanized, Lo 35 1/2"gypsum sheathing 1 1/2"long; 1 1/4"screws,Type W or S 7 7 BALCONIES (exterior)AND DECKS 40 ■ _0 r 16d common(3 1/2'k0.162") 16"o.c.face nail (A) AT 28 DAYS PSI 0o.. } „ d 1 3/4"galvanized roofing nail;staple galvanized, 12 Top plate to top plate 10d box(3"x0.128");or 36 5/8 gypsum sheathing 1 5/8"Ion 1 5/8"screws,Type W or S 7 7 (B) SEE TABLE 301.2(1) FOR WEATHER POTENTIAL FIRE ESCAPES 40 � z 3"x0.131"nails 12"o.c.face nail g yp N (C) CONCRETE IN THESE LOCATIONS MAY BE SUBJECT TO FREEZING AND THAWING Wood structural panels,combination subfloor underlayment to framing � •Y DURING CONSTRUCTION SHALL BE AIR ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTED GUARDS AND HANDRAILS 200 O 8 16d common(3 1/2"x0.162'�;or Face nail on each side of end joint 6d deformed(2"x0.120")nail;or ( ) 12-16d box(3 1xo/2" .135");or 37 3/4"and less 6 12 (D) CONCRETE SHALL BE AIR ENTRAINEDx0 )nail ,TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE) '�'-� N 13 Double top plate splice each side of end joint)(minimum 24"lap splice length 8d common(2 1/2" .131il - 12-1od box(3"x0.128");or SHALL NOT BE LESS THAN 5%OR MORE THEN 7% GUARD IN-FILL COMPONENTS 50 70 M cri 12-3"x0.131'nails 8d common(2 1/2"x0.1 31")nail;or E SEE SECTION 402.2.2 FOR MAXIMUM CEMENTITOUS MATERIAL CONTENT C 38 7/8" 1" 8d deformed(21/2"x0.120")nail 6 12 ( ) FOR GARAGE FLOORS WITH A STEEL TROWELED FINISH, REDUCTION OF THE TOTAL AIR CONTENT cam (continued) (F) PASSENGER VEHICLE GARAGES 50 ') TABLE R602.3(1)-continued 39 1 1/8"-1 1/4" 1od common(3114.148")nail;or 6 12 (PERCENT BY VOLUME OF CONCRETE) TO NOT LESS THAN 3%OS PERMITTED IF THE SPECIFIED Q FASTENING SCHEDULE 8d deformed(2 1/2"x0.120")nail COMPRESSIVE STRENGTH OF THE CONCRETE IS INCREASED TO NOT LESS THAN 4,000 P.S.I. ROOMS OTHER THEN SLEEPING ROOMS 40 ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER a,b,o SPACING AND LOCATION For SI:1 inch =25.4 mm, 1 foot=304.8 mm,1 mile per hour=0.447 m/s, 1 ksi =6.895 MPa. SLEEPING ROOMS 30 ■ ^0, 16d common(3 1/2"x0.162") 16"o.c.face nail W 14 Bottom plate to joist,rim joist,band joist or blocking(not at braced wall panels) 16d box(3 1/2"x0.135");or 3"x0.131"nails 12"o.c.face nail STAIRS 40 0- Bottom plate to joist,rim joist,band joist or 3-16d box(3 1/2"x0.135");or 3 each 16"o.c.face nail O 15 blocking(at braced wall panel) 2-16d common(3 1/2"4.162");or 2 each 16"o.c.face nail L 4-3"x0.131"nails 4 each 16"o.c.face nail I �--3"DIA.VENT THRU ROOF 3"DIA.VENT THRU ROOF--►I I 0. 4-8d box(2 1/2"x0.113");or ROOF ROOF 3-16d box(3 1/2"x0.135");or TABLE R301.2 (1) 4-8d common(2 1/2"x0.131");or Toe nail 4-10d box(3"4.128");or CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA 4-3"x0.131"nails SECOND FLOOR This drawing and design layout is an instrument of services 16 Top or bottom plate to stud ( ) WIND DESIGN SUBJECT TO DAMAGE FROM FLOOD and the property of John Cunniffe,Architect.This drawing 3-16d box 3 n(3 1/2"x ;or ICE BARRIER AIR MEAN 2-16d common(3 1/2"xo.i62");or GROUND SEISMIC WINTER and design layout may not be reproduced or reproductions End nail ATTIC HAZARDS 9 Y Y p p 3 10d box(3"xo.128");or SNOW DESIGN DESIGN UNDERLAYMEN FREEZING ANNUAL hereof used without the expressed written consent of John 3-10d b31"nails WIND TOPOGRAPHIC SPECIAL WIND WINDBORNE CATEGORY EATHERING FROST LINE TERMITES P LOAD MPH EFFECTS REGION DEBRIS ZONE TYPE X D DEPTH TEMPS REQUIRED INDEX TEMP Cunniffe,Architect. 3-10d box(3"x0.128");or 17 Top plates,laps at corners and intersections 2-16d common(3 1/2"4.162');or Face nail 2"DIA. PROPOSED 20PSF MODERATE YES F.E.M.A. & It is a violation of the law for any person unless acting under the direction of a licensed architect,to alter an Item in an 3-3"x0.131"nails , BATH ROOM -r' < 140 NO NO NO C SEVERE 3'-0" TO HEAVY 11 d 36„ N.F.I.P. FLOOD N/A 52.1 d. way. If an Item on this document is altered the altering Y V_DIA. 3-3d box(2 1/2"x0.113");or � �..�� I MAP No. Y• Y� , g 2-3d common (2 1/2"x0.131');or r 36103CO359 H architect shall affix to such items his or her seal and signature 18 1"brace to each stud and plate 2-10d box(3"x0.128");or Face nail II 112'DIA, I 1 1/2"DIA. I1 1/2"DIA. I1 1/2"DIA. and notation"Altered by"followed by the architects'name, 2 staples 1 3/4" AIR MANUAL J DESIGN CRITERIA date or alteration,and specific description of the alteration. ADMITTANCE � � � SINK I All dimensions and existing conditions shall be checked and 3-8d box(2 1/2"x0.113");or VALVE � I ALTITUDE DESIGN HIGH 9 2-8d common (21/2"x0.131');or ELEVATION LATITUDE WINTER SUMMER INTERIOR DESIGN 19 1"x6"sheathing to each bearing 2-10d box(3"x0.128");or Face nail DISH CLOTH s WC CORRECTION TEMPERATURE TEMPERATURE verified by the Contractor before proceeding with the work. 2 staples, 1"crown, 16 ga., 1 3/4"long WASHER SINK WASHER o ISHOWER HEATING COOLING FACTOR TEMPERATURE COOLING DIFFERENCE 3-8d box(2 1/2"x0.113");or 40'N 12.5 DEG 84 DEG 1 70' 75' (db 63'wb) 57.5 JOHN CUNNIFFE - ARCHITECT 3-8d common(2 1/2"x0.131'1;or 4"DIA. 2"DIA. 2"DIA. WIND WIND 3-10d box(3"x0.128");or COOLING TEMPERATURE VELOCITY VELOCITY COINCIDENT DAILY WINTER SUMMER John Cunniffe-Architect 3 staples, 1"crown, 16 ga., 1 3/4"long FIRST FLOOR 2"-DI A. FIRST FLOOR DIFFERENCE HEATING COOLING WET TUB RANGE HUMIDITY HUMIDITY 17 Hillside Road 20 1"x8"and wider sheathing to each bearing Wider than 1"x8" Face nail 9 15 7.5 71.5 M 30% 45-55% Stony Brook, New York 11790 4-8d box(2 1/2"x0.113");or T 631 751 0590 3-8d common(2 1/2"4.131');or - = john@jdcarchitects.com 3-1od box(3"xo.128");or TO SEPTIC 4 staples, 1"crown,16 ga., 1 3/4"long SYSTEM f-EXISTING HOUSE TRAP Floor 4-3d box(2 1/2 x0.113");or �F-RED ARC' C UN,I,�'S'/ p p g' Toe nail 21 Joist to sill,to late or girder 3-3d common(2 1/2"x0.131");or 3 tOd box(3"x0.128),or CRAWL SPACE 3-3"x0.131"nails 8d box(2 1/2"x0.113") 4"o.c.toe nail 22 Rim joist,band joist or blocking to sill or top 8d common(2 1/2"x0.131")•or plate(roof applications also) 1 Cd box(3"x0.128');or 6"o.c.toe nail 030893 3"x0.131"nails J`9 OF 3-8d box(2 1/2"x0.113");or N 23 1"x6"subfloor or less to each Joist 2-8d common (2 1/2"x0.131");or Face nail 3-10d box(3"4.128");or 2 staples, 1"crown, 16 ga., 1 3/4"long PROJECT NUMBER: (continued) SCALE: AS NOTED DRAWING: NAILING SCHEDULE, CLIMACTIC CRITERIA TABLES AND PLUMBING RISER DIAGRAM DRAWING NUMBER: T2 PROJECT NORTH BWL1 BW2 No: Date: 1 Description: 1 09.22.23 For Client Review 2 10.03.23 For Client Review O EXISTING 3 10.11.23 For Client Review 00 EAT IN KITCHEN 4 10.18.23 For Client Review 5 11.09.23 For Permit Approval BRACED WALL LINES AND PANEL CALCULATIONS AS R602.10 I \ / a I FETJ WIND ADJUSTMENT FACTORS USED PER TABLE R602.10.3(2) - C (L 1.00(EXPOSURE CATEGORY B,1 STORY STRUCTURE) CO � U) 1'00 ROOF AT 8'-0" U O 0.90 WALL HEIGHT ADJUSTMENT ANY STORY ' 1.00(2)BRACED WALL LINES U CONTINUOUS RIM FULL HEIGHT BLOCKING CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING ADJUSTMENT FACTOR WILL BE USED= .975 OR END JOIST CONTINUOUS ALONG LENGTH OR END JOIST � MEMBER DIRECTLY ABOVE ® 16" O.C. ALONG _0;F' };'. .;, OF BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL MINIMUM LENGTH OF INDIVIDUAL BRACED WALL PANELS PER TABLE 602.10.5 METHOD CS-GB: L111— FASTENERS AS PER TABLE R702.3.5 METHOD CS-WSP: AT 8'FIRST FLOOR WALL ADJACENT TO 64"WINDOW REQUIRES 24"x.975=23.4"BRACE WALL LENGTH. - 8" OC AT THE EDGE AND IN THE FIELD FOR NAILS 772-16d NAILS EACH SIDE METHOD CS-WSP: AT 8'FIRST FLOOR WALL ADJACENT TO 84"DOOR REQUIRES 35"x 975 =34.2"BRACE WALL LENGTH. O, O 16- OC FOR SCREWS ( 1 5/8- TYPE W OR S ) METHOD CS-PF: AT W FIRST FLOOR WALLS=18"x 1.14=20.6" r r T II I NAILS TO BE 13 GAUGE 1 3/8 LONG 19/64 HEAD, N 0.098 DIAMA 1/4" LONG ANNUALAR-RINGED, -1 V PROPOSED d N 7 5D COOLERS OR GYPSUM BOARD NAILS 8d ® 6" O.C. ALONG TOE NAIL 3-8d NAILS FAMILY ROOM f) 0.086 DIAMA 1 5/8" LONG 9/32" HEAD. BRACED WALL PANEL Bid ® 6" O.C. ALONG 8d ® 6" O.C. ALONG AT EACH BLOCKING MEMBERMINIMUM TOTAL LENGTH OF INDIVIDUAL BRACED WALL PANELS REQUIRED ALONG EACH BRACED O, BRACED WALL PANEL BRACED WALL PANEL 8d ® 6" O.C. ALONGWALL LINE AS PER TABLE R602.10.3(1) (V ' METHOD CS-WSP: BRACED WALL PANEL V AS PER TABLE R602.3(3) BRACED WALL PANEL FOR FIRST FLOOR: II I BRACED WALL PANEL EXTERIOR SHEATHING ATTACHED BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL WITH 8d COMMON NAILS BWL(B) METHOD CS-WSP WITH 30'-0"SPACING REQUIRES T x.975=6.825' I I I I I ATT 16"1 O.C. ON NEDGE AND 12" O.C. BRACED WALL PANE LONG 3-16d ® 16" O.C. ALONG 3 - 16d ® 16" OC ALONG 15'-4"OF CS-WSP PROVIDED I IN FIELD BRACED WALL PANEL BRACED WALL PANEL 3-16d 0 16" O.C. ALONG 3-16d ® 16" O.C. EACH Q- r BRACED WALL PANEL BLOCKING MEMBER BWL(1) METHOD CS-WSP WITH 30'-O"SPACING REQUIRES T x.975=6.825' - I I I I F12'-0" OF CS-WSP PROVIDED. - 11 L CONTINUOUS RIM OR - to (n M 6 PROJECT END JOIST CONTINUOUS RIM OR BWL(2) METHOD CS-WSP WITH 30'-0"SPACING REQUIRES T x.975=6.825"' U U BWL B END JOIST 14'-5" OF CS-WSP PROVIDED. L�T2-16d NAILS EACH SIDE V) I 13'-10 1/2" 8'-4 3/4" 3'-10 1/2" C I I I FULL HEIGHT BLOCKING ADDITIONAL FRAMING CONTINUOUS OF BRACED WALOLN L GTH MEMBER DIRECTLY BELOW CS EN FULL HEIGHT BLOCKING -WSP CS-WSP 14 CS-WSP O 2x4 or 2x6 STUD WALL BRACED WALL PANEL ® 16" O.C. ALONG BRACED WALL PANEL 221-3" •� 2-2xBOTrOM PLATE i FIGURE R602.10.8(2) FIGURE R602.10.8(1 ) '~ BRACED WALL PANEL CONNECTION WHEN BRACED WALL PANEL CONNECTION WHEN BWL1 BW2 C Q FASTENING REQUIREMENTS FOR PARALLEL TO FLOOR/CEILING PERPENDICULAR TO FLOOR/CEILING QD -o cD BRACED WALL PANEL AS PER FRAMING FRAMING � rn TABLE R602.3.(3) 1 BRACE WALL PLAN AT ADDITION � CZ r 1 2 SCALE: 3/6" = 1'-0" (n (n C° >- � � �, Z O 0 Z, "- Simpson 1-1/4" galv.x20 gage 0 H2A Stud To Rafter coil strap with (5) 8d common m " Connector nails in each end at each rafter. 'ere t=e�• dis4cnce 1" at each Rafter. With N a 0 at eacft be weir 9 1/`` ?^ '' 1/4" �5� 8d x 1-1/2" nails in Rafter co Typical Metal DrOVid,6, bl_.A; ng ;; WINDOW HDR 2 8d x 1-1/2" nails in plate 4 Ft Perimeter Strapping braced wall pal%els 5 8d x 1-1/2" nails in Stud Zone Panel Field '� Nail spacing PROVIDE ® STRUCTURAL RIDGES at Openings 4" O.C. Nailing-See Nailing Each rafter on Each side �'✓,* Horizontal) attached Schedule Dwg-1 70 of Ride to have a ■ C) F Y 9 plywood sheathing Simpson LSU skewable hanger. n, shall have Solid Blocking CD >- 0 all Plywood Joints CZ ''^^ V! SIMPSON H2A O Solid blockingbetween at each Rafter. With i' �5� Bd x 1-1 2" nails in Rafter 1-1/4"x20 Gage Metal Coil0rafters attached to top / Strap with (5)-8d common nails l.L late with 8d nails ® 6" o.c. 2 Bid x 1-1/2" nails in plate `/4 J�)S P 5 8d x 1-1 2" nails in Stud in each end. catch jack studs O �u 2., along length of braced wall / and window or door Header. Typical each side and ALL ° L Corner Holdowns panel. T yp Look Out Blocks n Refer to plans windows and doors. Less than Gable End Wall for locations or Equal ° ;;:..I' !. !'•.>.. if required to 12" " ' R'Ir`X' RIM JOIST BLOCKING BETWEEN RAFTERS @ BRACED WALL PANELS IRc 602.10.8.2(1) NTS4.) P RAFTER—TO—STUD CONNECTOR & Solid sawn joist and rafter Sill Strapping JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS—LOOKOUT BLOCKS This drawing and design layout is an instrument of services notchin and boringlimits. See details on TYPICAL ELEVATION NTS NTS RAFTER TO RIDGE STRAP IRC 802.3.1 and the property of John Cunniffe,Architect.This drawing q NTS this page. IN LIEU OF RIDGE STRAPS and design layout may not be reproduced or reproductions WALL TO HEADER STRAPPING PROVIDE MIN, 2x4 COLLAR TIES ® EACH RAFTER NTS NOTE; 8d COMMON NAILS ARE LOCATED IN THE UPPER THIRD hereof used without the expressed written consent of John 4 5 6 7 2-1�2�� LONG g 9 OF THE ATTIC SPACE AND ATTACHED Cunniffe,Architect. . TO THE RAFTERS WITH 4-8D NAILS EACH END It is a violation of the law for any person unless acting under the direction of a licensed architect,to alter any item in any 3"SQ.x 5/16'WASHERS way. If any item on this document is altered,the altering 1-1/4"x2o age G-185 &END NUT SETUP architect shall affix to such items his or her seal and signature Galvanized Strap and notation"Altered by"followed by the architects'name, with 5 -8d common nails DOUBLE SILL PLATE ON at each stud, wrap under sill COPPER TERMITE SHIELD � �� �� date or alteration,and specific description of the alteration. W/SILL INSULATION 3-0 D.C. 110 MPH and nail to back of each sill. ( ) 6 MIN All dimensions and existing conditions shall be checked and CU'i Strap may be attached OVER •' ;•,� Z_ NOTCH P y 2'-6" o.c. 120 MPH 12" MAX �� '(:^<;`I the plywood OR direct) to �•'� .� 5/8 DIA.ANCHOR verified b the Contractor before proceeding with the work. DEPTH <1/4d HOLE EDGE PY y ( ) DISTANCE >5/ " I'` Studs. _ BOLTS(TYP.) Y p 9 ' JOHN CUNNIFFE -AR CHITECTDIAMUID <STUD a;'T POURED CONCRETE NSLE S , a FOUNDATION WALL -. ,'. ;. Z John Cunniffe-Architect :)o: f: 14 F:- PLATE 17 Hillside Road HOLE EDGE (O N Stony Brook, New York 11790 DISTANCE >5/8" Use 1-1/4" Metal ° SECTION T T631 751 0590 Coil Strap 20 Gage (5) Bid common nails _ NOTE: PLAN John@jdcarchitects.com 2" V"n in EACH END at EACH Stud. 1.USE 5/8"DIA ANCHOR BOLTS W/MINIMUM 7"EMBEDMENT INTO FOUNDATION—SILL—STUD CONCRETE W/3"SQUARE x 5/6"WASHERS AND END NUT ASSEMBLY. 8d 0 6" o.c. Along STRAPPING 2.ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR OR REPLACED ED A Braced Wall Panel BY HOLD DOWNS FOR SHEAR WALLS. RC St U d notching and boring limits. FIGURE R602.10.8(1) Applies t Grade Construction e Wall and 3.ONE ANCHOR BOLT IS TO BE LOCATED BETWEEN 6"MINIMUM TO �Gj 0• CUAvl 12"MAXIMUM FROM ENDS CAN CORNERS NTS STRAPPING IN CONTACT WITH CONCRETE OR MASONRY WALL TO WALL STRAP SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION OR GALVANIZED STEEL COATED WITH A MINIMUM OF NTS 1.8 OZ. OF ZINC PER SQUARE FOOT OF STEEL, DETERMINED 10 11 12 BY USING THE ASTM A 90 TRIPLE SPOT TEST. 13 14 030893 OF NE`N 1-1/4"x20 gage G-185 ALL THRESHOLD CAREFULLY Hot Dipped Galvanized Strap FLASHED & CAULKED TO I I a a with Dipped common nails PREVENT. I COMPOSITE RAILING at each stud, wrap under sill WATER INTRUSION I SYSTEM. VINYL RAILING and nail to back of each sill. CONTINUOUS FLASHING I I AND COLUMN COVER AND pa ° TOP AND BOTTOM RAIL PROJECT NUMBER: HD(U5) / ° Strap may be attached OVER a ° ° SDS85CREWS1-1-1 2" EXTENDED I COLUMN MEET RCNYS AS NOTED a / the plywood OR directly to I ALLOWABLE LOAD: 1,825 LBS Studs. PAST JOIST HANGER COMPOSITE OR I I GALV. DECK HANGER PRESSURE TREATED gi X4 TREATED POSTS DRAWING: o WOOD DECKING I SIMPSON LUS26 02X6 LAG BOLTED TO JOIST SIMPSON LUS28 02X8 AS PER MANUFACTURES BRACE WALL CONNECTION DATA SPECIFICATIONS. 1/2" THREADED ROD SIMPSON LUS28 ® 2X10 1/2" DIA. GALV BOLTS W/ 3-16d ® 16" O.C. Along O Braced Wall Panel 2xJOISTS I AND BRACE WALL PLAN COUPLER NUT AND c� OC WASHERS. 1/2" ANCHOR BOLT o FIGURE R602.10.8(1) " ° i 0%. O SIMPSON DDT GALV. 2xRIM JOIST DOUBLE DECK TENSION TIE DRAWING NUMBER: c: MIN 2 LOCATIONS SIMPSON H2.5 AT STUD AT TIE EACH JOIST Preservative-treated barrier required for ° a • SIMPSON LFTA connectors in contact SIMPSON BC with treated wood o ',o 0 0:. WITH (16) 10D NAILS 'I v • ALLOWABLE LOAD: 1,205 LBS II o o a OST GIRDER ' ° 0 2 X P.T. LEDGER; ONE SIZE GREATER °0 0 THAN JOIST AND NO GREATER CONNECTOR T3 ° ...0' THAN THE DEPTH OF BAND JOIST °;o ATTACH TO BAND JOIST WITH ° ��R507 ppIqq.2 LAG SCREWS PER IRc SIMPSON CORNER TYPICAL HOLD—DOWN BETWEEN TAB MAXIMUM OVEfiHA^!G PROJECT NORTH Up of lag screw shall fully extend beyond JOIST:S' SPAN/,I. HOLDOWN @ BOX FRAMING FIRST AND SECOND FLOOR FOUNDATION—SILL—STUD51-1A!..L.the inside face of the band joist. ALLOWABLE LOAD: 1 ,8525 LBS NTS STRAPPING LEDGER BOARD ATTACHMENT TO BAND JOIST DECK AND RAILING DETAIL 16 NTS 1 7 18 19 N.T.S. 20 N.T.S. No: Date: Description: 1 09.22.23 For Client Review 2 10.03.23 For Client Review CONTINUOUS BEAD 3 10.11.23 For Client Review OF SEALANT 4 10.18.23 For Client Review / MANUFACTURED THIN- /� CONTINUOUS BEAD / 5 11.09.23 For Permit Approval PROFILE ATTIC / OF SEALANT VENTILATION BAFFLE / VENTED AIRSPACE CONTINUOUS MINIMAL (FULL WIDTH) ATTIC INSULATION EXPANDING FOAM AT WINDOW PERIMETER CEILING GYPSUM BOARD AS AIR BARRIER WINDOW UNIT AS CONTINUOUS BEAD ' OF SEALANT AIR BARRIER —CONTINUOUS BEAD CONTINUOUS BEADS T CONTINUOUS MINIMAL OF SEALANT CONTINUOUS BEAD EXPANDING FOAM AT CONTINUOUS MINIMAL OF SEALANT WINDOW PERIMETER EXPANDING FOAM AT PROVIDE INTERIOR SHEAT CONTINUOUS BEAD WINDOW PERIMETER EXTERIOR WALL AND CEILING P 1 1/2" RIGID INSULATION OF SEALANT TO SOFFIT ASSEMBLY EXTERIOR INSULATED WALL CO TIN OUS BEAD VE CONTINUOUS BEAD PROJECT OF SEALANT CONTINUOUS BEAD OF SEALANT WINDOW UNIT AS AIR BARRIER CONTINUOUS MINIMAL WOOD FRAME SOFFIT EXPANDING FOAM AT .� INTERIOR ASSEMBLY WINDOW PERIMETER CABINETRY CONTINUOUS BEAD CONTINUOUS BEAD OF SEALANT OF SEALANT V CONTINUOUS SILL SEALER CONTINUOUS BEAD — / FULL WIDTH OF MUDSILL OF ADHESIVE Q CONTINUOUS BEAD FOUNDATION WALL AS -OF SEALANT c \\ AIR BARRIER J rn CONCRETE SLAB AS CZ -o T- \/\\ \\ ° AIR BARRIER CL z � 4) O / .- / CONTINUOUS BEAD = °' Cz ,77 ,�77777,77/,� % I OF SEALANT o co 0 CONCEPTUAL AIR SEALING STRATEGY CONCEPTUAL AIR SEALING STRATEGY N 1 AIR SEAL AT CABINET SOFFIT - SINGLE STORY 2 THIN PROFILE ATTIC EAVE BAFFLE AND VENT 3 LOWER WALL SECTION 4 UPPER WALL SECTION O SCALE: 1-1/2" = 1'-0" SCALE: 1-1/2" = 1'-011 SCALE: 1-1/2" = 1'-011 SCALE: 1-1/2" = 1'-011 0 i n This drawing and design layout is an instrument of services ABLE N1102 4 1.1 R402 4 1 1 � ) and the property of John Cunniffe,Architect This drawing AIR BARRIER AND AIR BARRIER INSULATION INSTALLATION an design layout may not be reproduced or reproductions al \g COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA hereof used without the expressed written consent of John " \: _ .. Cunniffe,Architect. . :,k \ .<a ;o A continuous air barrier shall be installed in the Air permeable insulation shall not be used as a a '\ •• building envelope. I \; g p air sealing material. � It Is a violation of the law for any person unless acting under ,;b, _•; { ;\ j: General Requirements The exterior thermal envelope contains a • \" continuous air barrier. the direction of a licensed architect to alter�. \" 14 .,�, �� N. �\\ �.,. a e an item in an .: . .. \., e \ _ , ?. Breaks or joints in the air barrier shall be sealed. way. If an item on this document is altered the altering Y 9 The air barrier in an dropped ceiling/soffit shall be The insulation in an dropped ceiling/soffit architect shall affix \� al and signature '' r ° „• ;; A on and y g p m the air shall be aligned with the air barrier. �•. b;•" aliened with the insulati an a s' ali n " to such items his or her se g \` ;•.• Ceiling attic g and notation Altered b followed b the architects name \ \; \ MEN barrier shall be sealed. Y Y MANUFACTURED RECESSED LIGHT ENCLOSURE \\\ , ; �. _ '`"" ,gNf\ i >; .'' Access openings,dro down stairs or knee wall date or alteration and specific description jP p e alteration. crlption of the I ATTIC INSULATION11"" `' \\\\, doors to unconditioned attic spaces shall be sealed. .. \ \,. \ ,. Walls The unction of the foundation and sill late shall Cavities within corners and headers of frame All dimensions and existing conditions shall be checked and ATTIC TRUSS -:",...,.. :::. ' , .. j P ,.•,..: \\` d :a be sealed. ✓a \\ ,. a i , ,,:.,•° walls snap be insulated by completely filling the verified by the Contractor before proceeding with the work. t: \ \\\• The junction of the top plate and the top of cavity with a material having a thermal - \• s�' \ s: y. =�> ' ext?rior walls shall be sealed, resistance of R-3 per inch minimum. \ \\..';:< . _ ".. \ .` '• fix;' a �., .:;. '< ° <, fig•' Knee walls shall be sealed. Exterior thermal envelo a ins I\, \, p u ation for framed k •: \ \ j. '.; . J HN - ARCHITECT \\ ;g° ','"" \$. walls shall be installed In substantial contact and O CU N N I F'F ECT \ ::, r „ " E kh", with the air barrier. .:\�;?•,,2;,\ 1 =. • continuous alignmente 'mac .a \ f ._ •. . :; :� John Cunniffe-Architect g d p d /door jambs and ,' Windows,skylights an The spaces between win w t 17 Hillside Road \ doors d; ' framing,and skylights and framing shall be sealed. Y New York i Stony Brook, 1790 ;l Rim Joists \\ \\_ e T 631 7 1\\ \ . 5 0590 f\. _\ �\ \ Rim joists shall include the air barrier. J e. Rimjoists shall be insulated h carchltectS C 'o' jo n@jd om '.�= 19 J Floors including above Floor framing cavity insulation shall be installed to maintain mr . ,.<.,., \\.: ." garage and cantilevered The air barrier shall be Installed at an exposed permanent contact with the underside of the subloor NO \\ \Nal ;< �\ •\ ,_•M \,, \\\\ • <,• \ floors edge of insulation. decking,or floor framing cavity Ep A \. \ insulation shall p contact with the top `� 'CC Ak :: '; .w .; -(::;.; a be permitted to be In \ \.;; o;. ;. \\ _ _, side of the sheathing or continuous Insulation installed on 0 11N \\\.,. a\\ the underside of the flood r E \ „ ood framing and extends from the p ,n EXPANDING A G FOAM SEALANT AT PERIMETER \� \.:. TER \ :: .,: :\\. ��,.., .: ;s Y 440 : :• \., \�\_ \• bottom of the top of all perimeter floor framingmembers. 4/ n CONTINUOUS BEAD OF SEALANT :_ \:. ON „. ;• \, \: \ ` ,,. :;\ °\ Exposed earth in un vented crawls aces shall Where provided \ \\a Craw p o dad instead of floor insulation,..�v �...�. \\:.. \\_. :w° •.o �': o\'' ' \\. \ o\., \�\�.�.:\.,..` y`� I space walls P r . \ vapor retarder with permanently attached to the e DRYWALL CEILING „„ ,� \, ,\ \\ be covered with a Class I va o Insulation shall be pe ntl : '« is \,\ ., . • \, overlapping joints taped. crawls ace walls. RECESSED ,�. ,\ \, \ Duct shafts,uti i penetrations,an ue s a SS LIGHTING FIXTURE \ ;, .\ 81 \ \� , Shafts,penetrationsP \. `ia 'a ,_\\ ...�:�. _ \ raj\\�\\\\ e \�\ :C:= a•\\.. \$. :p��. - \ " � opening to the exterior or unconditioned space J` 030893 \ o�` \\< \\\ .�• \ s,: shall be sealed. '9 \ \ •\_ . u\��\�� <.:. �\ .;•�,... ��, ::\:�: \�\\.�.\:\�� .����\•.,.\.��. .,.\ :�:. :.��\- <,\.� > Narrow Cavities �F l� :.;:. .\.\\.. .\�. .:< \:;;�\ ����?; :��,,:.s> ::?' .:,\\�\..\. ,�\> e.. ,,,.>\ �`\\..a .\,,\\..,\�>' :• _:� �... >.�\•, shall filled by Insulationv athat on installlationreadilyav' .,, .. \...�< .� '\� �.. .� ;\\ ,� •\��\. �... �\\tip ��ap� �,,..,, v \\�����p. S \,: \ \ _? •\. \\... ;rho\.. 4 4. conforms to the available cavity space. Air sealing shall be provided between the Garage Seperation garage and conditioned spaces. PROJECT NUMBER: Recessed light fixtures installed in the building Recessed light fixtures installed in the building thermal SCALE AS NOTED 5 AIR SEAL I N G AT RECESSED LIGHTING IN ATTIC 6 TYPICAL AIR SEALING EXAMPLE Recessed Lighting thermal envelop shall be sealed to the drywall. envelope shall be air tight and IC rated. Batt insulation shall be cut neatly to fit around wiring and DRAWING: SCALE: 41 = 1'-0" SCALE: N.T.S. plumbing in exterior walls,or Insulation that on Installation 4 Plumbing and Wiring readily conforms to available space shall extend behind piping and wiring. TYPICAL / STANDARD AIR SEALING Shower/Tub on The air barrier installed at the exterior walls Exterior walls adjacent to showers and tubs shall be DETAILS exterior wall adjacent to showers and tubs shall separate insulated. them from the showers and tubs. Electrical /phone box The air barrier shall be installed behind electrical DRAWING NUMBER: or communication boxes or air-sealed boxes on exterior shall be installed. HVAC register boots that pentrate building Hvac register boots thermal envelope shall be sealed to the subfloor or drywall. When required to the sealed,concealed fire Concealed Sprinklers sprinklers shall only be sealed in a manner that T4 is recommended by the manufacturer.Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler over plates and walls or ceilings. PROJECT NORTH f No: Date: Description: 1 09.22.23 For Client Review 2 10.03.23 For Client Review 3 10.11.23 For Client Review 4 10.18.23 For Client Review 5 11.09.23 For Permit Approval I 1 — - - - - - - - - � I EXISTING ROOFED OVER ENTRY PORCH I I z0 - � I Q REMOVE > GARAGE ( I 2 DOOR oWc I CL I I II EXISTING II UP GARAGE PROJECT I - - - - - - - - J EXISTING — LIVING ROOM REMOVE MAN O DOOR Cz — REMOVE SECTION OF WALL CL PROVIDE TEMPORARY— — — 7 -(D SUPPORT AS REQUIRED. CL -o N =13a J L0 Cn U) az 000 O EXISTING 0 a) � a) U DEN o • ON RAISED O :�= �N CONCRETE SLAB EXISTING p EXIST.MUD EAT IN KITCHEN M ROOME Q 70 � O 0Cz CD - i oo o EXISTING (2) 1.75 x 18"LVL T O REMAIN — = I = = = _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I DM I I REMOVE DECKING IN — — - - - - - = — _ THIS LOCATION FRAMING — —AND FOOTING TO REMAIN REMOVE REMOVE DOOR AND WALL I This drawing and design layout is an instrument of services SEE NEW WORK NOTES WINDOW ( and the property of John Cunniffe,Architect.This drawing T O BE REMOVED I and design layout may not be reproduced or reproductions hereof used without the expressed written consent of John Cunniffe,Architect. I It is a violation of the law for any person unless acting under the direction of a licensed architect,to alter any item in any way. If any item on this document is altered,the altering EXISTING I architect shall affix to such items his or her seal and signature DECKING AND FRAMING I and notation"Altered by"followed by the architects'name, T O BE REMOVED I date or alteration,and specific description of the alteration. r— I All dimensions and existing conditions shall be checked and verified by the Contractor before proceeding with the work. JOHN CUNNIFFE - ARCHITECT John Cunniffe-Architect 17 e Road Stony Brook, New York 11790 T 631 751 0590 john@jdcarchitects.com 1 FIRST FLOOR EXISTING / DEMOTION PLAN RED ARC, SCALE: 1/4" = 1'-0" e kp�� 030893 l�L� OF NE`N LEGEND PROJECT NUMBER: EXISTING WALLS TO BE DEMOLISHED SCALE: AS NOTED DRAWING: EXISTING DOORS TO BE DEMOLISHED EXISTING FIRST FLOOR PLAN EXISTING WALLS TO REMAIN FOR DEMOLITION EXISTING DOORS TO REMAIN DRAWING NUMBER: PROPOSED WALL CONSTRUCTION ® 1 A NEW DOORS PROJECT NORTH FLOOR CONSTRUCTION ASSEMBLY: FOUNDATION AND CONSTRUCTION NOTES No: Date: Description: AT NEW WOOD FRAMING OVER EXISTING 1 09.22.23 For Client Review GARAGE SLAB SHALL BE 1) INTERIOR AND EXTERIOR FOOTINGS,SLABS,AND WALLS SHALL BE 3000 PSI CONCRETE REST ON INSULATED WITH R30BATT INSULATION UNLESS OTHERWISE NOTED,GARAGE SLABS SHALL BE 3,500 PSI. 2 10.03.23 For Client Review PLATE SHEATHED WITH A MINIMUM OF 8"TONGUE AND 2) FOOTINGS BELOW COLUMNS TO BE 24"X24"X12"UNLESS OTHERWISE NOTED. 3 10.1 1.23 For Client Review GROOVED SHEATHING GLUED AND SCREWED — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 3) CONTRACTOR TO VERIFY SOIL BEARING CAPACITY TO BE NOT LESS THAN 2000 PSF. 4 10.18.23 For Client Review NO FOOTINGS OR SLABS ARE TO BE CAST ON UNCONTROLLED FILL,LOOSE SOIL,ORGANIC Ai P 23 Fo r or Permit r— — — — — — — — — — — — — — — — — — — — — — — — I MATERIAL,FROZEN GROUND,MUD,CLAY OR OTHER UNSUITABLE MATERIALS. IF ANY OF 5 11. Approval G.C.TO CONFIRM III I THESE SITUATIONS ARE PRESENT IT SHOULD BE BROUGHT TO THE ATTENTION OF THE , TOP OF PLATE ELEVATION III I I CONCRETE ENGINEER. III i I SLAB ON GRADE 4) CONCRETE SHALL BE AIR-ENTRAINED WITH AN AIR CONTENT NOT LESS THAN 5%OR III I MORE THAN 7%. _6 III 1 I 5) IF CONCRETE IS DELIVERED IN AN OUTDOOR TEMPERATURE LOWER THAN 40 DEGREES F III I I IT SHOULD BE HEATED TO INSURE THAT IT WILL ARRIVE AT THE JOB SITE HAVING A r 7 I L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -7 TEMPERATURE OF NOT LESS THAN 60 DEGREES F OR GREATER THAN 85 DEGREES F. 6) IF IT LOOKS AS THOUGH THE TEMPERATURE OF THE AMBIENT AIR WILL FALL BELOW 2 x10 FLOOR JOISTS L J 2 x10 FLOOR JOISTS I r I FREEZING FOR 3 CONSECUTIVE DAYS,COLD WEATHER CONCRETE SPECIFICATIONS WILL NEED TO BE FOLLOWED.CONTACT ENGINEER IF THIS IS GOING TO OCCUR. � I o I I 1 s"o.c. _ I I I I 1 s"o.c. I I 7)THE ADDITION OF ANY ADMIXTURES TO CONCRETE SHALL BE APPROVED BY THE 2x ACQ Wi I D p 1 I I I I ENGINEER. 0 ODI J'S I GARAGE SLAB _j CcI UP PAINT SLAB WITH 8) ALL REBARS TO BE GRADE 60 KSI STEEL AND SHALL BE FREE OF RUST,SCALE AND N q Q'I I DRYLOCK PAINT FOR VAPOR -X w I I I I DIRT. C I CO BARRIER PROPERTIES N —Cli 9) ALL REBARS SHALL BE SECURELY TIED IN PLACE AND ADEQUATELY SUPPORTED. ALL (V v� I I I I I REBAR SPLICES TO BE MINIMUM 40 BAR DIAMETER. REBAR SHALL BE CONTINUOUS III I I THROUGH CORNERS WITH SPLICES LOCATED NOT CLOSER THAN 3'FROM CORNERS. 12" DIA CONC PIER L — — — L I J I I 10) ALL FOOTINGS ARE TO HAVE THEIR REBAR PLACED NO CLOSER THAN 3"TO THE 3,500 PSI III I I SUPPORTING SOIL. -3'-0" BELOW GRADE III — PROJECT TREATED 4 x 4 POST III I — — — 11) NO WEIGHT SHALL BE PLACED UPON FOOTINGS OR WALLS UNTIL 7 DAYS AFTER ON SIMPSON BP PLATE PLACEMENT AS LONG AS THE CONCRETE STRENGTH HAS REACHED 2500 PSI OR BY \\\ III REST ON I ENGINEER'S APPROVAL. INFILL GARAGE DOOR OPENINGS \\ III BUILT UP PLATE 1 — — — CONFIRM OR PROVIDE \\ III I I — _ _ I 12) CONTRACTOR TO NOTIFY ENGINEER FOR INSPECTION OF FORMED FOOTING AND C /3,CONFIRM PSI POURED IN PLACE I \\\\ III — — — _ J I r — — I ❑❑ FOUNDATION WORKAND SHALL INCLUDE WATERPROOFING AND OUT-SULATION BOARD. - - - - - - REINFORCED CONCRETE L I 0 I 0 I I 13) BACK FILLING AGAINST FOUNDATION SHALL NOT TAKE PLACE UNTIL FIRST FLOOR IS FOUNDATION WALL WITH \ I L — � L — J I I ANCHORED TO FOUNDATION. BACKFILL MATERIAL SHALL BE CLEAN COURSE SAND. 8"DEEP REINFORCED CONCRETE f — — — — — — — — \'� — — — — — — — — — — — — — — — — — — 1 EQUIPMENT USED FOR BACKFILLING SHALL NOT COME CLOSER TO THE WALL THAN THE cz FOOTING WITH 4"OFFSETS. I \\\\ I I I I HEIGHT OF THE BACKFILL. /L�•-` SEE GENERAL NOTES THIS PAGE I \\ I EXISTING 14) ALL FOOTINGS TO REST ON VIRGIN UNDISTURBED SOIL. IF SOIL IS DISTURBED, }+ FOR REINFORCING. PROVIDE \\ I BASEMENT \\ I MECHANICAL COMPACTION TO 95%RELATIVE COMPACTION IN SOIL LIFTS NOT EXCEEDING 6" BITUMINOUS DAMP PROOFING AND 2" \\ I I I RIGID INSULATION ON OUTSIDE OF I \\\ I I I 15) CONCRETE WALL DESIGN ASSUMES BACKFILL IS WELL DRAINED. WALL ( \\\ I I I I 16) ANCHOR BOLTS TO BE 5/8"X 12""J"SHAPED,HOT DIPPED GALVANIZED OR C \\\\ \\ I I I — — — — — — — — — 7 STAINLESS STEEL LOCATED 32" ON CENTER UNLESS OTHERWISE NOTED AND A MAXIMUM OF 70 &_ J LO \\ \\ I I 12"FROM ALL CORNERS. PROVIDE NOT LESS THAN TWO(2)ANCHOR BOLTS ON ANY ONE �s CZ D SLAB \\ I I I I SILL.ANCHOR BOLTS TO HAVE NUT AND WASHER TIGHTENED TO SILL.WASHERS SHALL BE AO �— ON GRADE \\\\ \\\ I I I MINIMUM OF 3/16"X 3"X 3"SQUARE PLATE WASHERS UNLESS OTHERWISE SHOWN. U) U) IL \\ I XI TI G BI LCC I BOLTS TO BE LOCATED DOWN THE CENTER OF THE SILL PLATE.DEVIATION OF MORE THAN C N Z \\ \\ I C L R I 1-1/2"IS NOT BE ACCEPTABLE. CD \\ \\ I I IENTRANCE I I O 17) PROVIDE(1)#4 REBAR CONTINUOUS REINFORCING AT TOP OF ALL FOUNDATION WALLS. :�.+ C I EDGE. PROVIDE CONTINUOUS #4 REBAR FROM BOTTOM OF WALL TO TOP OF WALLTO TOP N I OF WALL EVERY 36". 0m A1•0 A1.0 I — — — — — — — — — J 18) PROVIDE(3)#4 REBAR CONTINUOUS REINFORCING IN WALL FOOTINGS PLACED 3" co - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — I FROM SOIL AND 4"FROM OUTSIDE FOOTING EDGE UNLESS OTHERWISE SHOWN.— — — — — I _ _ _ _ 19) PROVIDE ROLL ON BITUMINOUS DAMP PROOFING MEMBRANE AT ALL NEW FOUNDATION WALLS '� I - - - - - - - - - - - - - - - - - — - - - - - - y I I I 1 1 0 (�6 8 �(2) DO AM � � N - U) > UNDER EXISTING Z 2 x 8 RIM JOIST. r Z I I I I � Ci o _ _ _ _ _ _ _ �— PROPOSED SLBXa � O I W I I I I J L I I I EXISTING N 4-6' u i 1 (2)2 x 10 TREATED I Iz I I I PROPOSED IW CONCRETE PATIO _GIRDERS — — — — — — I CRAWLSPACE o I > EXISTING FOUNDATION WALL Co 4"CONCRETE SLAB OVER 6 ON GRADE 77, I I I IEr q ° d This r MILL VAPOR BARRIER O ° #5 REBAR EPDXY SET TO 1 a EXISTING F.W.EXTENDING 7" drawing and design layout is an instrument of services L 1 1 Lj_ EACH SIDE EVERY 10"VERTICAL and the property of John Cunniffe,Architect.This drawing EXISTING REMOVE I o I NEW F.W. and design layout may not be reproduced or reproductions EXISTING 1 N I 1 o hereof used without the expressed written consent of John I r , (2)2 x10 DffOPPE-b GIRDER r I I o N Cunniffe,Architect. 00 12 DIA r � � = = = - _ _ = � � _ _ _ __ _ _ =��� � I in I Z " CONC PIER L — � L _j L — _J It is a violation of the law for any person unless acting under _ I I I= 2 FOUNDATION PINNING DETAIL the direction of a licensed architect,to alter any item in any r 1 3,500 PSI I way. If any item on this document is altered,the altering 1 W o r -3'-0" BELOW GRADE I I I= w X TREATED 4 x 4 POST I I I ICO v a SCALE: 3/4" = V-0" architect shall affix to such items his or her seal and signature a ON SIMPSON BP PLATE Cl) (TYPICAL) 0 I o ¢ and notation"Altered by"followed by the architects'name, r 24"x 24"x 10" DEEP I I CD a: � I IM date or alteration,and specific description of the alteration. 3,500 PSI SPREAD 0 o 1 I FOOTING WITH (3) _ I I All dimensions and existing conditions shall be checked and LL No.4 REBAR EACH WAY o I I verified by the Contractor before proceeding with the work. 3-1/2"STEEL LALLY COL. X I IZ (2)2 x 10 TREATED I WITH TOP PLATE I I; JOHN CUNNIFFE - ARCHITECT 4= L - - - - - - - - - - - - - - -� - - - - - - � I L — — — — — — — — — — _ _ // ........ ....... John Cunniffe-Architect - - - - - - - - - - - - - - - - - - - - - — — — — — — — 17HiIlsideRoad ANCHOR BOLTS SEE DETAIL No. Stony Brook, New York 11790 8"/3,500 PSI POURED IN PLACE 14/SHT T 631 751 0590 REINFORCED CONCRETE PROVIDE COPPER TERMITE SHIELD john@jdcarchitects.com FOUNDATION WALL WITH AND SILL SEALER 0 6'-6" S-10 1/4" V-3" 22'-1" 8" DEEP REINFORCED CONCRETE VERIFY IN FIELD WITH EXISTING CONDITIONS FOOTING WITH 4"OFFSETS. NEW 4"CRAWL SPACE SLAB SEE GENERAL NOTES THIS PAGE OVER 6 MILL VAPOR BARRIER ED ARC FOR REINFORCING. PROVIDE /� a �Gj 0. CUAv/ y/), BITUMINOUS DAMP PROOFING AND 2" COLD ROLL ON RIGID INSULATION ON OUTSIDE OF BITUMINOUS DAMP PROOFING WALL AND 2"RIGID INSULATION ° NO.4 REBAR EVERY 48"O.C. _ �J9 030893 - 810<1 OF NE`N 1 PROPOSED FOUNDATION PLAN r = ° ° REINFORCED CONC.FOOTING Q `� n i u 3,00 PSI WITH (3) CONT.No.4 0 0 0 SCALE: 1/4 1 / = -0 REBAR PROJECT NUMBER: AND No.4 REBAR EVERY 24"o.c. \ REBAR 3"FRONT FACE OF CONC. \� ��\��\ SCALE: AS NOTED LEGENDDRAWING: — —— — EXISTING WALLS TO BE DEMOLISHED PROPOSED FOUNDATION PLAN lj EXISTING DOORS TO BE DEMOLISHED 3 FOOTING / F.W. DETAIL DRAWING NUMBER: SCALE: 3/4" = V-0" EXISTING WALLS TO REMAIN EXISTING DOORS TO REMAIN CALL 811 A1 , 0 FOR UTILITY MARK OUT PROJECT NORTH 77/77777 PROPOSED WALL CONSTRUCTION PRIOR TO THE START OF (� NEW DOORS ANY EXCAVATION WORK � 1 No: Date: Description: 1 09.22.23 For Client Review 2 10.03.23 For Client Review 3 10.11.23 For Client Review 4 10.18.23 For Client Review 5 11.09.23 For Permit Approval ENTIRE CEILING IN THE APARTMENT -- TO BE 1 HOUR FIRE RATED PER R302.1 I TYPE X RATED WALL BD. SEE DETAIL No.3 THIS SHEET 22'-5 1/2" WALL CONSTRUCTION ASSEMBLY: 13'-7" 8'-7" ALL EXISTING EXTERIOR WALLS 'I. AT GARAGE CONVERSION TO INSULATED WITH R15BATT INSULATION AND CLAD WITH PAINTED WALL BD. R Y2" EXISTING OR PROPOSED 4 WOOD STUDS 1.2a 1.2 1.1 16" O.C. ,s (2) 2x10HDR (2) 2x10HDR ROXYL SAFE AND SOUND MINERAL WOOL INSULATION R13 EXISTING N ROOFED OVER + r PROPOSED ENTRY PORCH 1.15 PER NYS 2020 TABLE 721.1(2) � PROPOSED STORAGE i.is ,.1a ITEM No.14-1(2) 2 LAYERS OF 2' WALL BOARD to > LIVING AREA cJ o N ROOM O O �L/Iu� ON EACH SIDE. — — — — COCD - S � CO - - -- T X CM T PROJECT I R/O o m 32"x 24" F= DN _WOOD x N II SCUTTLE HOLE U Z � STOOP N IT � II UP TO ATTIC SPACE C PROVIDE WEATHER STRIPPING = g _ (2 1.75 x12" L-FLUSH �- AND R10 RIGID INSULATED N �- o_ I 4x6 WD — 4x6 AT PAINTED WITH WOOD Z SCUTTLE COVER W I POST 7-5 36 POT W/D EXISTING LO j V REF LIVING ROOM L— YPROPOSED r p I 1 HR RATED BEARING AND NONE BEARING v ? 1.3 ]�Cxzlj- KITCHEN N X CO I o PANTRY Q X 2 WALL PARTITION DETAIL .� 7'-1" 30' CL SCALE: 1-1/2" = 1'-0" 7 -j LO — — ■ � ' T O '— HATCHED WALL Z 1==� X 1 HOUR FIRE RATED CL O U PER R302.1 �� C N 0 HALL 91 TYPE X RATED WALL ,}� C .F+ Z O BOARD ON APARTMENT SIDE W.I.C. }"WALL BOARD ON HOUSE SIDE SEE DETAIL No.2 THIS SHEET m w o FH10'-8 1/4" 0 � x s/ 4'-1 1/4" 1/2" 1'-9" M (D O C 0 1.13 EXISTING 4"WOOD FLOORING 70 O X OVER 4"SHEATHING IAJ r PROPOSED � _ X CZ BEDROOM X ISTIN N (n LL o - 2 x 8 WOOD FLOOR JOISTS 16"o.c. M O T Z r` PROP. EXIST. EAT IN KITCHEN 1.12 W 7, MUD o 0 0 BATH r N ROOM ROOM R21 ROXYL SAFE AND SOUND L CO N I MINERAL WOOD INSULATION aAj ENTIRE CEILING IN THE APARTMENT w O 5 1 O O TO BE 1 HOUR FIRE RATED PER R302.1 CO I TYPE X RATED WALL BD. SEE DETAIL No.3 THIS SHEET ��— (3) 1.75x 11.25LVL-EXISTING 1.6 - - -'� f - - - - - - - - - - - - - - - - - - - — 1.6a % x% 1 LAYER a" TYPE X PROTECTION This drawing and design layout is an instrument of services o AS PER TABLE 721.1.(3)(1) ITEM 13-1.4 and the property of John Cunniffe,Architect.This drawing ENTIRE CEILING IN BATHROOM I I and design layout may not be reproduced or reproductions 1 HOUR FIRE RATED PER R302.1 I I O hereof used without the expressed written consent of John i TYPE X RATED WALL BD. X Cunniffe,Architect. SEE DETAIL No.3 THIS SHEET N G.C.MAY ADD 1 LAYER OF}" ^ 1 H R RATED CEILING D ETA I L y p g under MOISTURE RESISTANT BOARD y0 x g� It is a violation of the law for an arson unless actin vvv the direction of a licensed architect,to alter any item in any MASONRY SCALE: 1-1/2" = 1'-0" way. If any item on this document is altered,the altering PATIO O architect shall affix to such items his or her seal and signature °' NEW X and notation"Altered by"followed by the architects'name, T WOOD DECK U Z cm date or alteration,and specific description of the alteration. OVER EXITING AND NEW v WOOD FRAMING All dimensions and existingconditions shall be checked and o verified by the Contractor before proceeding with the work. 1.11 CV T v PROPOSED N°° FAMILY ROOM N JOHN CUNNIFFE - ARCHITECT = John Cunniffe-Architect v j 17 Hillside Road Stony Brook, New York 11790 0 1 1 p T 631 751 0590 0 X john@jdcarchitects.com � N X N N N ��RED ARC \c� p. cuHN�'S�j, LO 2 2x10 2 2x10 HDU5 CORNER 030893 1.B 1.9 HOLD DOWN HDU5 CORNER �'9 WALL CONSTRUCTION ASSEMBLY: HOLD DOWN OF CEDAR /SHINGLE SIDING WINDOW AND DOOR HEADER SCHEDULE TYVEX HOUSEWRAP LEGEND UNITS 24"-30" (2)2 x 8 HEADER y"APA SHEATHING 5'-3 1/4" 1 V-6 1/4" 5'-3 1/4" PROJECT NUMBER: UNITS 30"-36" (2)2 x 10 HEADER 2x6 WALL STUDS 16"o.c. CL CL UNITS 37"-V-0"(2) 1.75 x 7.5 LVL HEADER R19 ECOBATT INSULATION UNIT UNIT EXISTING WALLS TO BE DEMOLISHED AS NOTED y"PAINTED WALL BD. 22'-01/2" SCALE: DRAWING: lj EXISTING DOORS TO BE DEMOLISHED 1 PROPOSED FIRST FLOOR PLAN WITH 530 SF APARTMENT EXISTING WALLS TO REMAIN PROPOSED FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" DRAWING NUMBER: FIRST AND SECOND FLOOR TOTAL 2,287 sf total / 25% = 571 SF > 530SF (APARTMENT SF AREA) EXISTING DOORS TO REMAIN APARTMENT SF AREA COMPLIES WITH CODE ® A1 . 1 1 HR RATED PARTITION -SEE DETAIL PROPOSED WALL CONSTRUCTION PROJECT NORTH NEW DO ORS No: Date: Description: 1 09.22.23 For Client Review 2 10.03.23 For Client Review 3 10.11.23 For Client Review 4 10.18.23 For Client Review 5 11 .09.23 For Permit Approval 2) 2x10HDR (2) 2x10HDR (2) 2x10HDR LL°C � o EXIST.to tz CC X BATH 2x4 STUD ROOM EXIST. POCKET 0 0 BATH 2 x 8 RIDGE o ROOM L U Er O N ir`c CO ° EXISTING o o EZI BEDROOM 00 0 21 PROJECT 0 W.I.C. 0 DIN IL.. U � Q 2.2 70 C�.{ J to ll ■- �V d) T o U (L z � cn 1 EXISTING � .Y EXISTING BEDROOM .O C EXISTING BEDRCOM -1—+ BEDROOM CO o Qcr) 2. 0 0 2.7 2.6 0 ILI EXISTING WINDOWS WILL BE REPLACED IN KIND AND HEADERS WILL REMAIN. „o C. c WINDOWS 2.11 AND 2.12 WILL BE CHANGED AND WILL BE EGRESS COMPLAINT. This drawing and design layout is an instrument of services and the property of John Cunniffe,Architect.This drawing SEE WINDOW SCHEDULE ON A3.0 and design layout may not be reproduced or reproductions hereof used without the expressed written consent of John Cunniffe,Architect. i WINDOW AND DOOR HEADER SCHEDULE It is a violation of the law for any person unless acting under UNITS 24"-30" (2)2 x 8 HEADER the direction of a licensed architect,to alter any item in any UNITS 30"-36" (2)2 x 10 HEADER way. If any item on this document is altered,the altering UNITS 37"-6-0"(2) 1.75 x 7.5 LVL HEADER architect shall affix to such items his or her seal and signature and notation"Altered by"followed by the architects'name, date or alteration,and specific description of the alteration. LU All dimensions and existing conditions shall be checked and verified by the Contractor before proceeding with the work. JOHN CUNNIFFE - ARCHITECT John Cunniffe-Architect 17 Hillside Road Stony Brook, New York 11790 T 631 751 0590 john@jdcarchitects.com RED ARC' D. CU,y 'S'/ 1 PROPOSED SECOND FLOOR PLAN WITH FIRST FLOOR ROOF PLAN SCALE: 1/4" = 1'-0" q � 030893 OF NE`N LEGEND PROJECT NUMBER: EXISTING WALLS TO BE DEMOLISHED SCALE: AS NOTED DRAWING: �j \1 EXISTING DOORS TO BE DEMOLISHED PROPOSED ROOF PLAN EXISTING WALLS TO REMAIN 1 EXISTING DOORS TO REMAIN DRAWING NUMBER; PROPOSED WALL CONSTRUCTION Al ■ 2 NEW DOORS PROJECT NORTH No: Date: Description: 1 09.22.23 For Client Review 2 10.03.23 For Client Review 3 10.1 1'.�3 For Client Review 4 10.18.23 For Client Review 5 11.09.23 For Permit Approval - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 30 YEAR ARCHITECTURAL SHINGLES AT PROPOSED HIP ROOF 12 5 12 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PROJECT RE SIDE AS REQUIRED NEW CEDAR SHINGLE U) BY NEW INFILL WOOD — — — — — — SIDING TO MATCH EXISTING WALL AT GARAGE DOOR. O C: AND MAN DOOR PROPOSED WOOD STEPS 0 DECK AND RAILING TO BE ROOFED OVER WITH GABLE —WOOD OR VINYL RAILING ROOF T-O"HIGH MIN 4"OPENINGS - - - BETWEEN BALUSTERS- - -- - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (D EXISTING STEPS TO REMAIN <1 x 4 PVC LATTICE T (D (-- Cz Cz C\1 AN- _j LO ■ "0 q: U) 0 (n CL >- C: (n z W 0 =3 PROPOSED SIDE ELEVATION -0 70 0 SCALE: 1/4" V-0" < (y) 7C3 U) 0 0_ 0 This drawing and design layout is an instrument of services and the property of John Cunniffe,Architect,This drawing and design layout may not be reproduced or reproductions hereof used without the expressed written consent of John Cunniffe,Architect. CL It is a violation of the law for any person unless acting under RIDGE the direction of a licensed architect,to after any item in any 1 V-1 1/4" way. If any item on this document is altered,the altering architect shall affix to such items his or her seal and signature and notation"Altered by"followed by the architects'name, date or alteration,and specific description of the alteration. L All dimensions and existing conditions shall be checked and 71-111 verified by the Contractor before proceeding with the work. 71-9f' JOHN CUNNIFFE - ARCHITECT GC TO VERIFY John Cunniffe-Architect 17 Hillside Road 12 Stony Brook, New York 11790 30 YEAR ARCHITECTURAL T 631 751 0590 SHINGLES AT PROPOSED john@jdcarchitects.com HIP ROOF NEW ASPHALT SHINGLED GABLE ROOFOVERNEW D WOOD FRAMED WOOD OR DECK VINYL RAILING 3'-0" HIGH MIN 4" SIDING TO MATCH EXISTING RE SIDE AS REQUIRED OPENINGS DE BY NEW WINDOW WORK BETWEEN 1.6 Asa BALUSTERS NEW DOUBLE HUNG WINDOWS SEE PLAN AND WINDOW 030893 SCHEDULE WOOD OR OF VINYL RAILING T-O" HIGH MIN 4" — — — — — — — — — — — — — — — — — — — - - — — — — — — — -- —-- — — — — — — — - - — — — — — — — — — — — — — — — — — — —OPEMNGS BETWEEN PROJECT NUMBER: BALUSTERS SCALE: AS NOTED APPROX. DRAWING: GRADE SEE PROPOSED ELEVATIONS FOUND. PLAN DRAWING NUMBER: PROPOSED REAR ELEVATION A2 . O SCALE: 1/4" = V-101" PROJECT NORTH No: Date: Description: 1 09.22.23 For Client Review 2 10.03.23 For Client Review 3 10.11.23 For Client Review 4 10.18.23 For Client Review 5 11.09.23 For Permit Approval - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - -- - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - D--]F 202 F2.1 12 30 YEAR ARCHITECTURAL 3.0 SHINGLES AT PROPOSED HIP ROOF PROJECT — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —-- — - -- — — — — — — — — — — — — — — — — — — -- — — — — — — — NEW CLAP BOARD SIDING SIDING TO MATCH EXISTING O T-- i 1.10 NEW DOUBLE HUNG WINDOWS— C15 SEE PLAN AND WINDOW SCHEDULE < r— —j cz CM 70 a� LID POURED IN PLACE INSULATED CRAWL SPA C ESS q: CZ -a E ACC CONCRETE FOUNDATION PANEL 0 0- z>- co O W C: ry" — 43) J.-A C . —0 M Ca -0 0 , PROPOSED SIDE ELEVATION < co SCALE: 1/411 = 11-011 70 Cz (1) U) 0 0- 0 This drawing and design layout is an instrument of services and the property of John Cunniffe,Architect.This drawing and design layout may not be reproduced or reproductions hereof used without the expressed written consent of John Cunniffe,Architect. It is a violation of the law for any person unless acting under the direction of a licensed architect,to alter any item in any way. If any item on this document is altered,the altering architect shall affix to such items his or her seal and signature and notation"Altered by"followed by the architects'name, date or alteration, and specific description of the alteration. All dimensions and existing conditions shall be checked and — — — — — — — — — — — — — --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — verified by the Contractor before proceeding with the work. JOHN CUNNIFFE - ARCHITECT John Cunniffe-Architect 17 Hillside Road L: 2.10 Stony Brook, New York 11790 e u T 631 751 0590 john@jdcarchitect&'Com - - — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - -- - - - - - - - -NEW ASPHALT SHINGLED GABLE— — — — — — — — — — — — — q1E-D ARC -- — — — — — — — — ROOF OVER NEVtWOOD FRAMED rj. CUAVI DECK PATCH/REPAIR CLAP BOARD SIDING lk�x 030893 NEW DOUBLE HUNG WINDOWS 0 0 1.1 1.2 1.2a SEE PLAN AND WINDOW OF SCHEDULE 0 �l; O 0 PROJECT NUMBER: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - T SCALE: AS NOTED DRAWING: PROPOSED ELEVATION AND WINDOW SCHEDULE DRAWING NUMBER: FRONT ELEVATION A2 ■ 1 SCALE: 1/4" = V-0" PROJECT NORTH No: Date: Description: 1 09.22.23 For Client Review 2 10.03.23 For Client Review 3 10.11.23 For Client Review CL 4 10.18.23 For Client Review RIDGE 11'-1 1/4" 5 11.09.23 For Permit Approval - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - REPLACE WINDOWS AND RE TRIM � I SEE WINDOW SCHEDULE 2.7 2.s 2.5 2.4 ROOF ASSEMBLY: 30 YEAR ASPHALT ROOFING OVER 30LB FELT PAPER `, ;'j;;, ICE AND WATER SHIELD AT ALL HIPS, 12 �,`\,,,`,, ,�;',%;,;,, RIDGES AND ROOF EDGES 5/8"EXTERIOR GRADE APA SHEATHING CLOSE CELL SPRAY FOAM INSUL. R40 MIN - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -2x_10AAETERS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - APA SHEATHING HURRICANE CLIPS EVERY RATER O TE WALL CONSTRUCTION ASSEMBLY: 1.6 c i CEDAR SHINGLES PROJECT q TYVEX HOUSE WRAP 00 0 Y"APA SHEATHING 2x6 WALL STUDS 16"o.c. R19 ECOBATT INSULATION PROPOSED PAINTED WALL BOARD Y2' O FAMILY ROOM - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - SEE A1.0 FOR FRAMING PLANS = `V r�� L co APPROX. U GRADE Q PROPOSED CRAWL SPACE q c 7 J � 1 PROPOSED BUILDING SECTION O � Y CE U SCALE: 1/4" = 1'-0" -0 m C 70 o � Q � s G.C. TO REVIEW ALL WINDOWS AND IS RESPONSIBLE FOR THE COORDINATION OF ORDER AND ALL INSTALLATION AND CODES WINDOW SCHEDULE: CALL ARCHITECT FOR CODE REVIEW IF UNCERTAIN OF NYRC CODES CIO (n MARK: LOCATION MANF. MANUF. SERIES MOD#: TYPE QUANTITY OF UNITS R.O. SIZE: W/H JAMB DEPTH TEMPERED EGRESS ALL LECC DATA Uj Q PER WINDOW TAG ALL LOW E 4 REMARKS: C 244DH2849 DOUBLE HUNG 1 SEE FINAL ORDER 4-9/16" NO NO SHGC-0.40 SEE ELEVATIONS 1.1 STORAGE ROOM ANDERSEN 200 U FACTOR-0.30 AND SPECIFICATION NOTES 0 1.2 LIVING ROOM 244DH3449 1 4-9/16" NO YES SEE SEE CUSTOM CL 1.2a LIVING ROOM 244DH3449 1 4-9/16" NO YES 2 OVER 1 LITE PATTERN 1.3 APT KITCHEN 244DH2430 1 4-9/16" NO NO SDL APPLIED BOTH SIDES PRE PAINTED INTERIORS 244DH3449 �� This drawing and design layout is an instrument of services 1.4 APT BEDROOM 1 4-9/16 NO YES and the property of John Cunniffe,Architect.This drawing 1.5 APT BEDROOM 244DH3449 1 4-9/16" NO YES and design layout may not be reproduced or reproductions hereof used without the expressed written consent of John 1.6 APT BATH ROOM 244DH2O30 1 4-9/16" NO NO Cunniffe,Architect. / ATTIC 1.6a EXIST. PWDR RM 244DH2O30 1 4-9/16" NO NO It is a violation of the law for any person unless acting under the direction of a licensed architect,to alter any item in any 1.7 FAMILY ROOM 244DH2840 1 6-9/16" NO NO way. If any item on this document is altered,the altering architect shall affix to such items his or her seal and signature FAMILY ROOM 1 6-9/16" NO YES and notation"Altered by"followed by the architects'name, 1,8 44 3049 date or alteration, and specific description of the alteration. ROOF ASSEMBLY: 1.9 FAMILY ROOM 244DH3049 1 6-9/16" NO YES 30 YEAR ASPHALT ROOFING All dimensions and existing conditions shall be checked and OVER 30LB FELT PAPER 1.10 FAMILY ROOM 244DH2840 1 6-9/16" NO NO verified by the Contractor before proceeding with the work. ICE AND WATER SHIELD AT ALL HIPS, --- ----- ----- ------ ------ --- RIDGES AND ROOF EDGES ----- ----- ----- ------ ------ -- 1.11 244DH2840 " \, \,\,�`\,,,,\\ FAMILY ROOM 1 6-9/16 NO NO 5/8"EXTERIOR GRADE APA SHEATHING JOHN CUNNIFFE - ARCHITECT CLOSE CELL SPRAY FOAM INSUL. R40 MIN 3.512 1.12 EAT IN KITCHEN 244DH2840 1 4-9/16" NO NO 2x10 RAFTERS t1`\` EXISTING John Cunniffe-Architect J"APA SHEATHING BEDROOM 1.13 EAT IN KITCHEN 244DH2840 1 4-9/16" NO NO 17 Hillside Road HURRICANE CLIPS EVERY RATER EXIST Stony Brook, New York 11790 1.14 BAY WINDOW 244DH2450 1 4-9/16" NO NO T 631 751 0590 John@jdcarchitects.com SOLID WOOD AN EXIST. 1.15 BAY WINDOW 244FX4650 1 4-9/16" NO NO PVC SOFFITS AND LVL BEAM FASCIA SEE PLAN 1.16 BAY WINDOW 244DH2450 1 4-9/16" NO NO CEDAR SHINGLESWALL O TION ASSEMBLY: 2.1 BEDROOM 1 4-9/16 NO NO GjD. C UAtRC'S'/ 244DH3036 �� TYVEX HOUSE WRAP 'APA SHEATHING 2.2 BEDROOM 244DH3036 1 4-9/16 NO YES � N/�� � Y2 ) 2x6 WALL STUDS 16"o.c. R19 ECOBATT INSULATION 2.3 BEDROOM 244DH3036 1 4-9/16" NO YES * e �"PAINTED WALL BOARD EXISTING KITCHEN 2.4 BEDROOM 244DH3036 1 4-9/16" NO NO � �'9 030893 (2)6"ACQ PLATES R30 BATT x10 J'S 16"o.c. X F' 2.5 BEDROOM 244DH3036 1 4-9/16" NO NO OF N SILL SEALER AND COPPER TERMITE 2.6 BEDROOM 244DH3036 1 4-9/16" NO NO SHIELD PROPOSED 2.7 BEDROOM 244DH3036 1 4-9/16" NO YES PROJECT NUMBER: 8"/3,500 PSI POURED IN PLACE CRAWLSPACE REINFORCED CONCRETE 4"CONCRETE SLAB OVER 6 2.8 BEDROOM 244DH3036 1 4-9/16" NO YES SCALE: AS NOTED FOUNDATION WALL WITH MILL VAPOR BARRIER 8" DEEP REINFORCED CONCRETE 2.9 BATHROOM 244DH2840 1 4-9/16" NO NO DRAWING: FOOTING WITH 4"OFFSETS. SEE GENERAL NOTES THIS PAGE 2.10 BATHROOM 244DH2840 1 4-9/16" NO NO PROPOSED BUILDING CROSS FOR REINFORCING. PROVIDE EXISTING 244DH3049 SECTIONS BITUMINOUS DAMP PROOFING AND 2 BASEMENT 2.11 BEDROOM 1 4-9/16 NO YES WARIGID INSULATION ON OUTSIDE OF 2.12 BEDROOM 244DH3049 1 4-9/16" NO YES DRAWING NUMBER: 2 PROPOSED BUILDING SECTION DOOR SCHEDULE: G.C. TO REVIEW ALL DOORS AND IS RESPONSIBILITY FOR THE COORDINATION OF ORDER AND ALL INSTALLATION AND CODES CALL ARCHITECT FOR CODE REVIEW IF UNCERTAIN OF NYRC CODES A3 , 0 SCALE: 1/4" = 1'-0" MARK: LOCATION MANF. MANUF. SERIES MOD #: TYPE QUANTITY OF UNITS R.O. SIZE: W/H JAMB DEPTH TEMPERED EGRESS ECC DATA PER TAG ALL LOW E 4 REMARKS: SHGC-0.28 D1.1 APT ENTRY THERMA-RU INSWING 1 SEE FINAL ORDER 4-9/16" NO YES U FACTOR-0.25 SEE SEE CUSTOM PROJECT NORTH SHGC-0.28 2 OVER 1 LITE PATTERN D1.2 FAMILY ROOM ANDERSEN FWG60611 SLIDING 1 6-9/16" YES YES U FACTOR-0.25 SDL APPLIED BOTH SIDES PRE PAINTED INTERIORS MATERIAL DRAWING MARKERS LIST OF DRAWINGS No: Date: Description: THE FOLLOWING ABBREVIATIONS MAY BE USED IN ANY OF THE CONSTRUCTION DRAWINGS, OR MAY BE PATTERN INDICATES SYMBOL DESCRIPTION THIS LIST IS PROVIDED FOR CONVENIENCE ONLY; NOT GUARANTEED TO 1 03.06.24 For Permit SUPERSEDED BY SPECIFIC ABBREVIATIONS LISTED ON ANY SUBSET OF THE DRAWINGS.THIS IS A BE ABSOLUTELY CURRENT. � /2..� 3_ Lj LIST OF ONLY THE MOST COMMONLY USED ABBREVIATIONS; THE FULL LIST OF ABBREVIATIONS WHICH a ✓ MIGHT BE ENCOUNTERED IS CONTAINED IN PART 2 OF SECTION 01020 OF THE SPECIFICATIONS. � CONCRETE � ARCHITECTURAL BUILDING SECTION OR SECTION DETAIL Ut r A101 (OPTIONAL) T1 GRAPHICS, LEGEND, ABBREVIATIONS �+tL"�} AA,,ENf �� A[1] AMPERE EXH EXHAUST MULT MULTIPLE SUSP SUSPENDED T2 NAILING SCHEDULE D riEKI T A/C AIR CONDITIONING EXIST EXISTING[4] MWK MILLWORK SW SWITCH CONCRETE MASONRY A1.1 PROPOSED PLANS 3 ABV ABOVE EXP[1] EXPOSED N[1] NORTH SYM SYMMETR(ICAL/Y/ICALLY) A2.0 PROPOSED ELEVATIONS 7 AC[1] ALTERNATING CURRENT EXP[2] EXPAN(DED/SION) NEG NEGATIVE SYS SYSTEM 1 ACC ACCESS EXST EXISTING[2] NIC NOT IN CONTRACT T TREAD I EXTERIOR ELEVATION V AD AREA DRAIN EXT EXTER(NAL/IOR) NO NUMBER T/STL TOP OF STEEL WOOD FINISH A101 ADD ADDENDUM EXTG EXISTING[3] NOM NOMINAL T/CONC TOP OF CONCRETE _ ADDL ADDITIONAL F[1] FAHRENHEIT NRC NOISE REDUCTION COEFF. T/CURB TOP OF CURB [2] \ ADH ADHESIVE FA[2] FRESH AIR NTS NOT TO SCALE T/SLAB TOP OF SLAB [2] l DETAIL MARKER ADJ ADJUST(ABLE) FAB FABRICATE OC ON CENTER T/WALL TOP OF WALL[2] WOOD ROUGHING, DISCONTINUOUS ' AFF ABOVE FINISHED FLOOR FD TAN TANGENT(IAL)FLOOR DRAIN OCT OGTAGON(AL) A101 AGG AGGREGATE FIN FINISHED) OD OUTSIDE DIAMETER TEL TELEPHONE AHU AIR HANDLING UNIIT FIXT FIXTURE[2] OPG OPENING[i] TEMP TEMPERATURE WOOD ROUGHING,CONTINUOUS AL ALUMINUM FL[1] FLOOR OPNG OPENING[2] THD THREAD ALLOW ALLOW(ABLE/ANCE) FLCO FLOOR CLEANOUT OPP OPPOSITE THK THICKNESS) ALT ALTERNATE FLRG FLOORING OZ OUNCE THRU THROUGH LEGEND ANC ANCHORAGE/ED) FLUOR FLUORESCENT PAV PAV(E/ED/ING) TLT TOILET ANOD ANODIZED FND FOUNDATION PC[i] PRECAST TMP TEMPORARY EXISTING WALLS TO BE DEMOLISHED AP ACCESS PANEL FP FIREPROOFED/ING) PC[2] PIECE TOL TOLERANCE ARCH ARCH ITECT(U RAL)[111 FPM FEET PER MINUTE PCF POUNDS PER CUBIC FOOT TOC TOP OF CURB [1] EXISTING DOORS TO BE DEMOLISHED ASSY ASSEMBLY FT FOOT PED PEDESTAL TOS TOP OF SLAB[i] PROJECT AUD AUDI(O/TORY/TORIUM) FTG[1] FOOTING PERF PERFORAT(E/ED/ION) TOT TOTAL EXISTING WALLS TO REMAIN AUTO AUTOMATIC FTR FINNED TUBE RADIATION PH PHASE TOW TOP OF WALL[1] AWG AMERICAN WIRE GAUGE FLIT FUTURE PL[1] PLATE(D) TRANS[1] TRANSFER[2] BD BOARD FX FIRE EXTINGUISHER PL[2] PROPERTY LINE TRANS[2] TRANSFORMER[2] EXISTING DOORS TO REMAIN BEL BELOW GA GAUGE PLAM PLASTIC LAMINATE TRANS[3] TRANSMIT(TER/TAL)[2] BET BETWEEN GAL GALLON PLAS PLASTER TUB TUB(E/ING) PROPOSED WALL CONSTRUCTION BIT BITUMINOUS GALV GALVANIZED[2] PLBG PLUMBING TV TELEVISION BLDG BUILDING GB[1] GYPSUM BOARD PLY PLYWOOD TYP TYPICAL 0 BLK BLOCK GC GENERAL CONTRACT(OR) PNL PANEL U U VALUE <THERM.CONDUCT.> NEW DOORS +_ BLKG BLOCKING GEN GENERATOR POL POLISH(ED) UH UNIT HEATER BM[i] BEAM GL GLA(SS/ZED/ZING) PR PAIR UNF UNFINISHED BO BY OTHERS GPM GALLONS PER MINUTE PREFAB PREFABRICATE(D)[2] UON UNLESS OTHERWISE NOTED TYPICAL SYMBOLS BOT BOTTOM GRAN GRANITE PRTN PARTITION[2] UV ULTRAVIOLET < Ca CV LO BPL BEARING PLATE GYP GYPSUM PT[1] POINT Vp VALVE SYMBOL INDICATES �_ BRG BEARING HB HOSE BIBB PTD[2] PAINTED V[2] VOLT ■ q T BRS BRASS HD[i] z HEAVY DUTY PVC POLYVINYL CHLORIDE VAC VACUUM �] COLUMN LINE LABEL, MAJOR i � BRZ BRONZE HDW HARDWARE PVMT PAVEMENT VAR VARIESa) 0 BS BOTH SIDES HEX HEXAGONAL QD QUICK DISCONNECT VCT VINYL COMPOSITION TILE Y DATUM ELEVATION CD c 0 BTU BRITISH THERMAL UNITS HM HOLLOW METAL QUAD QUADRUPLE(X) VENT VENTILAT(E/TION) 0 —0 = EXISITNG FIRST FLOOR FINISHED FLOOR a Cz BTUH BTU/HOUR HOR HORIZONTAL QUAL QUALITY VEST VESTIBULE COO � BVL BEVEL(ED) HP[i] HIGH POINT R[1] RISER VERT VERTICAL 15 REVISION NUMBER-SEE KEY IN TITLE BLOCK Q) O C[1] COURSE[l] HP[2] HORSEPOWER R[2] RADIUS VID VIDEO M C[2] CELSIUS HP[3] HIGH PRESSURE R[4] R VALUE <THERM. RESIST.> VIF VERIFY IN FIELD 55E DOOR LABEL-SEE DOOR SCHEDULE, SPEC. SECTION 08701 a) 0 CAB CABINET[2] HT HEIGHT RA RETURN AIR VOL VOLUME ■ � 0— CB CATCH BASIN HTG HEATING RCP[1] REFLECTED CEILING PLAN VP[1] VENEER PLASTER O GLASS TYPE-SEE SPEC. � O CBT CABINET[i] HTR HEATER RD[1] ROUND VP[2] VENT PIPE CEM CEMENT HVAC HTG,VENT, &A/C RD[2] ROOF DRAIN VS VERSUS CFM CUBIC FEET PER MINUTE HW[1] HEAVY WEIGHT REF[1] REFERENCE <POINT> W[1] WIDTH IS SMOKE DETECTORS r CI CAST IRON HW[2] HOT WATER REF[2] REFRIGERATOR W[2] WATT SD SMOKE AND CARBON CIR CIRCLE HYD HYDRAULIC REINF REINFORCED/ING/M ENT)[2] W/ WITH CO MONOXIDE DETECTORS CKT CIRCUIT ID INSIDE DIAMETER REPL REPLACE W/O WITHOUT CL[1] CENTERLINE IN INCH READ REQUIRED WB WET BULB HD HEAT DETECTOR CLG CEILING INC INCREMENTAL REQT REQUIREMENT WC[1] WATER CLOSET CLJT CONTROL JOINT INCL INCLUDE(D) REV REVIS(E/ED/ION) WC[2] WATER COOLED CLL CONTRACT LIMIT LINE INS INSULAT(E/ED/ION) RGD RIGID WCO WALL CLEANOUT CONSTRUCTION CODE STATEMENT This drawing and design layout is an instrument of services CM[1] CENTIMETER INT INTERIOR RH[2] RELATIVE HUMIDITY WD WOOD THIS DESIGN CONFORMS WITH THE RESIDENTIAL and the property of John Cunniffe,Architect.This drawing WI WROUGHT IRON CM[2] CIRCULAR MIL INV INVERT RM ROOM CONSTRUCTION CODE OF NEW YORK STATE - 2020 and design layout may not be reproduced or reproductions CMT CERAMIC MOSAIC TILE IPS IRON PIPE SIZE RNF REINFORCE(D/ING/MENT)[1] WK WEEK AND ALL STEEL WORK UNDER ASCE 7-16 hereof used without the expressed written consent of John WIND LOAD CMU CONCRETE MASONRY UNIT JC JANITOR'S CLOSET RO[1] ROUGH OPENING WL 2020 IRC NYS ECC NYS Cunniffe,Architect. COL COLUMN JT JOINT S[1] SIDE WM WIRE MESH It is a violation of the law for any person unless acting under COMM COMMUNICATION K KILO- <THOUSAND> SAF SAFETY WO WITHOUT the direction of a licensed architect,to alter any item in any COMP COMPRESSED/ION/ISLE) KG KILOGRAM SAN SANITARY WP WATERPROOF(ED/ING) JOHN CUNNIFFE, RA way. If any item on this document is altered,the altering CONC CONCRETE KO KNOCKOUT SAT SATIN WPT WORKING POINT architect shall affix to such items his or her seal and signature and notation"Altered by"followed by the architects'name, WR WATER REPELLENT CONN CONNECTION[2] KSI KIPS PER SQUARE INCH SC SOLID CORE CONTT CONSTRUCT(ION) KW KILOWATT SCH SCHEDULE WS[2] WATERSTOP date or alteration,and specific description of the alteration.CONT CONTINU EXISTING CONSTRUCTION STATEMENT E/OUS) KWH KILOWATT HOUR SCRN SCREEN WSHR WASHER All dimensions and existing conditions shall be checked and CONTR CONTRACT(OR) Q1] LENGTH SD[1] SOAP DISPENSER rV7 WEIGHT verified by the Contractor before proceeding with the work. CORR CORRIDOR LAM LAMINATE(D) SD[2] STORM DRAIN WWF WELDED WIRE FABRIC THIS OFFICE AND ITS ACTING ARCHITECT FIND THE EXISTING FOUNDATION WALLS CSK COUNTERS(IN K/UPJK) LAV LAVATORY SDL SADDLE XFMR TRANSFORMER[i] AND 2x4 WALL STUDS AND PLATES TO BE SUITABLE FOR ADDITIONAL LOADING PER JOHN CUNNIFFE - ARCHITECT CTJT CONSTRUCTION JOINT LB POUNDS SEC SECOND(S) YD YARD NYS BUILDING STANDARD AND CODES- 2020 UNIFORM CODE SUPPLEMENT John Cunniffe-Architect ZN ZINC APPENDIX J SECTION 803.1.Cup] CUBIC LL LIVE LOAD SECT SECTION �CUH CABINET UNIT HEATER LP[1] LOW POINT SEP SEPARAT(E/TION) 17 Hillside Road Stony Brook, New York 11790 CUST CUSTOM LP[2] LOW PRESSURE SERV SERVICE Ton 751 0590 CW COLD WATER LT LIGHT SF SQUARE FEET CWK CASEWORK LVL LEVEL SHT SHEET JOHN CUNNIFFE, RA john@jdcarchitects.com DB[1] DECIBEL LW LIGHT WEIGHT SHTG SHEETING DC DIRECT CURRENT M[1] METER SI[1] SQUARE INCHES DEG DEGREES M[2] MOMENT<BENDING> SIAM SIAMESE CONNECTION E� ARC DF DOUGLASS FIR MAN MANUAL SIM SIMILAR � Cuk o � DIA DIAMETER MATL MATERIAL[2] SK SKETCH DIM DIMENSION MAX MAXIMUM SLNT SEALANT Of DL DEAD LOAD MECH MECHANIC(AL) SLV SLEEVE DN DOWN MED MEDIUM SMP SIMPLE(X) 030893 DO DITTO <THE SAME:> MEM MEMBRANE SOL SOLID DPR DAMPER MET METAL[i] SPEC SPECIFY/ICATION) OFN DR DOOR MFR MANUFACTURE(ER/ER'S) SPKL SPRINKLER DTL DETAIL MFG MANUFACTURING SPKR SPEAKER DUP DUPLEX MH MANHOLE SPL SPECIAL PROJECT NUMBER: DW DISHWASHER MIL[i] THOUSANDTHS OF AN INCH SQ SQUARE DWG DRAWING MIN[1] MINIMUM Ss STAINLESS STEEL[1] SCALE: AS NOTED EL ELEVATION MIN[2] MINUTE ST[i] STEEL DRAWING: ELEC ELECTRIC(AL) MISC MISCELLANEOUS ST[2] STORM GRAPHICS, LEGEND, ABBREVIATIONS ELEV ELEVATOR MK MARK ST STL STAINLESS STEEL[2] EMER EMERGENCY MM MILLIMETER STC SOUND TRANSMISSION COEFF. EMT ELECT. METALLIC TUBING MO[1] MASONRY OPENING STD STANDARD ENGR ENGINEERED/ING) MOT MOTOR STL STEEL EP ELECTRICAL PANEL MRB MARBLE STM STEAM DRAWING NUMBER: EQ EQUAL MTL[2] METAL[2] STOR STORAGE EW EACH WAY MTR[1] MOTOR STR STRUCTURE/AL) EXG EXISTING[i] MUL MULLION SUP SUPPLY T 1 PROJECT NORTH TABLE R602.3(1) TABLE R602.3(1) ALLOWABLE DEFLECTION OF NO: Date: Description: FASTENING SCHEDULE FASTENING SCHEDULE-continued RAFTER AND TRUSS CONNECTION FORCES. STRUCTURAL MEMBERS 1 03.06.24 For Permit NUMBER AND TYPE ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENERa,b,c SPACING AND LOCATION STRUCTURAL MEMBER ALLOWABLE ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENERa,b,c SPACING AND LOCATION EXPOSURE B ULTIMATE DESIGN WIND SPEED V(MPH) - 140 Floor DEFLECTION Roof " 3-16d box(3 1/2"x0.135");or RAFTER SPACING ROOF SPAN (FT) ROOF PITCH ROOF PITCH 4-8d box(2 1/2"x0.113")or 24 2 subfloor to joist or girder 2-16d common(3 1/2"x0.162") Blind and face nail RAFTERS HAVING SLOPES GREATER THAN .131");or < 5:12 > 5:12 3-8d common(2 1/2"x0 1 Blocking between ceiling joists or rafters to top plate Toe nail 3-16d box(3 1/2"x0.135");or 3-1/2"WITH NO FINISHED CEILING L/ 180 3-10d box(3"x0.128");or 25 2"planks(plank&beam-floor&roof) At each bearing,face nail 12 162 150 ATTACHED TO RAFTERS 34'4.131"nails 2 16d common(3 1/2"x0.162") 18 209 194 4-8d box(2 1/2"x0.113");or 3-16d common(3 1/2"xo.162'1 24 255 237 INTERIOR WALLS AND PARTITIONS H/ 180 4-10 box(3"x0.128"),or 28 287 266 3-8d common(2 1/2"xo.131");or 26 Band or rim joist to joist End nail 2 Ceiling joists to top plate Per joist,toe nail 4-3'5c0.131"nails;or 16" O.C. 3-10d box(3"x0.128");or 32 319 295 FLOORS AND PLASTER CEILINGS L/360 3450.131"nails 4-3"x14 ga.staples,7/16"crown 36 351 325 20d common 4 x Nail each layer as follows:32"o.c 42 399 370 4-10d box(3"x0.128");or ( " 0.192");or ALL OTHER STRUCTURAL MEMBERS 3 Ceiling joist not attached to parallel rafter,laps over 3 16d common(3 1/2'Sc0.162") or Face nail at top and bottom and staggered. 48 447 414 L/240 partitions(see Section R802.5.2 and Table R802.5.2) 4-3"x0.131"nails 1 Od box(3"x0.128");or 24"o.c.face nail at top and bottom EXTERIOR WALLS WITH PLASTER OR Ceiling joist attached to parallel rafter(heel joint) 27 Built-up girders and beams,2-inch lumber Wx0.131"nails staggered on opposite sides STUCCO FINISHES H/360 4 Table R802.5.2 Face nail layers (see Section R802.5.2 and Table R802.5.2) And: EXTERIOR WALLS-WIND LOADSa• 2-20d common(4"4.192");or Face nail at ends and at each splice Collar tie to rafter,face nail or 1 1/4"x20 ga.ridge strap to 4-10d box(3"x0.128");or 3-10d box(3"x0.128");or WITH BRITTLE FINISHES L/240 5 3-10d common(3"x0.1 Sc0 48');or Face nail each rafter 3-3' .131"nails rafter 44'4.131"nails EXTERIOR WALLS-WIND LOADS a' 4-16d box 1/2"x0.135'.;or WITH FLEXIBLE FINISHES L/120 3-16d box nails(3 1/2"x0.135'1;or 3-16d common on(3 1/2"x0.162");or 3-10d common nails(3"4.14811); 2 toe nails on one side and 1 toe nail 28 Ledger strip supporting joists or rafters 4-10d box(3"x0.128'1;or At each joist or rafter,face nail 6 Rafter or roof truss to plate or on opposite side of each rafter or 44'4.131"nails MINIMUM SPECIFIED COMPRESSIVE STRENGTH MINIMUM SPECIFIED COMPRESSIVE STRENGTH NOTE: L-SPAN LENGTH, H = SPAN HEIGHT 4-10d box(3"x0.128");or truss' OF CONCRETE 44'4.131"nails 2-1 Od box(3"x0.128"),or 2-8d common 29 Bridging or blocking to joist (2 1/2"x0.131";or 2-3"x0.131")nails Each end,toe nail a.THE WINDOW LOAD SHALL BE PERMITTED TO BE TAKEN TO 4-16d (3 1/2"x0.135");or AS THE O.T. TIMES THE COMPONENT AND CLADDING LOADS 3-10d common(3"x0.148");or SPACING OF FASTENERS FOR THE PURPOSE DETERMINING DEFLECTION LIMITS HERE IN Toe nail TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL 4-10d box(3"x0.128");or ITEM DESCRIPTION NUMBER AND Intermediate 44'4.131"nails OF BUILDING ELEMENTS TYPE OF FASTENER a,b,c Edges h supportsc, 7 (.Roof rafters to ridge,valley or hip sifters or roof rafter (inches) ) NEGLIGIBLE MODERATE SEVERE b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN TWICE THE PROJECT to minimum 2"ridge beam „ , inches 3-16d box 3 1/2 x0.135),or Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing LENGTH OF THE CANTILEVER. 2-16d common(3 1/2"0.162");or End nail [see Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing] 3-10d box(3"x0.128");or BASEMENT WALLS, FOUNDATIONS AND OTHER 343 4.131"nails 6d common(2"4.113'1 nail(subfloor,wall)' CONCRETE NOT EXPOSED TO THE WEATHER 2,500 PSI 2,500 PSI 2,500 PSI 30 3/8"-1/2" 8d common(2 1/2"x0.131")nail(roof);or RSRS- 6 12' Wall 01 (2 3/8"xo.113")nail (roof)I TABLE R301.5 16d common(3 1/21`x0.162') 24"o.c.face nail 8d common nail(2 1/2"x0.131");or RSRS-01; ' BASEMENT SLABS AND INTERIOR SLABS ON MINIMUM UNIFORMLY 8 Stud to stud(not at braced wall panels) 10d box(3"x0.1 "28");or 31 19/32"-1" (2 3/8"x0.113")nail(root)I 6 12 GRADE, EXCEPT GARAGE FLOOR SLABS 2,500 PSI 2,500 PSI 2,500 PSI DISTRIBUTED LIVE LOADS IN POUNDS PER SQ. FOOT 3"x0.131"nails 16 o.c.face nail 10d common(3114.148")nail;or 16d box(3 1/2"x0.135'1;or 32 1 1/8"-1 1/4" 8d(2 1/2"x0.131")deformed nail 6 12 USE LIVE LOAD Stud to stud and abutting studs at intersecting wall corners 12"o.c.face nail O y 9 9 3"x0.131"nails Other wall sheathing9 BASEMENT WALLS, FOUNDATION WALLS, (at braced wall panes) EXTERIOR WALLS AND OTHER VERTICAL 2,500 PSI 3,000 PSI 3,000 PSI U •} 1sd common(3 1/2'Sc0.162'� 16"o.c.face nail 1 1/2"galvanized roofing nail,7/16"head UNINHABITED ATTICS WITHOUT LIMITED STORAGE 10 •- 33 1/2"structural cellulosic fiberboard diameter,or 1 1/4"Ion 1s a.staple with 7/16"or 3 6 CONCRETE WORK EXPOSED TO WEATHER 16d common(3 1/2'k0.162'� 16"o.c.each edge face nail sheathing g g p 10 Built-up header(2"to 2"header with 1/2"spacer) 16d box(3 1/2"x0.135'1 12"o.c.each edge face nail 1"crown PORCHES, CARPORT SLABS AND STEPS UNINHABITED ATTICS WITH LIMITED STORAGE � '0 25/32"structural cellulosic 1 3/4"galvanized roofing nail,7/16"head diameter, EXPOSED TO THE WEATHER,AND GARAGE 2,500 PSI 3,000 PSI 3,500 PSI Q C 5 8d box(2 1/2"x0.113");or 34 fiberboard sheathing or 1 1/2"long 16 ga,staple with 7/16"or 1"crown 3 6 SLABS HABITABLE ATTICS WITH FIXED STAIRS 30 a � 11 Continuous header to stud 4-8d common(2 1/2"x0.131');or Toe nail70 L0 4-10d box(3"x0.128') d 1 1/2"galvanized roofing nail;staple galvanized, -p ,- 35 1/2"gypsum sheathing 1 1/2"long; 1 1/4"screws,Type W or S 7 7 BALCONIES (exterior)AND DECKS 40 .C- C T 16d common(3 1/2"x0.162'J 16"o.c.face nail (A) AT 28 DAYS PSI (� 0 >- 1 3/4"galvanized roofing nail;staple galvanized, IL 12 Top plate to top plate 10d box(3"x0.128");or 36 5/8 gypsum sheathingd 1 5/8"long; 1 5/8"screws,Type W or S 7 7 (B) SEE TABLE 301.2(l) FOR WEATHER POTENTIAL FIRE ESCAPES 40 L_ Cn Z 12"o.c.face nail 3"x0.131"nails (C) CONCRETE IN THESE LOCATIONS MAY BE SUBJECT TO FREEZING AND THAWING O � Y Wood structural panels,combination subfloor underlayment to framing GUARDS AND HANDRAILS 200 C v 8 16d common(3 1/2'Sc0.162");or DURING CONSTRUCTION SHALL BE AIR ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (D) C 3 Face nail on each side of end joint sd deformed(2 x0.120)nail;or D CONCRETE SHALL BE AIR ENTRAINED, TOTAL AIR CONTENT PERCENT BY VOLUME OF CONCRETE a) '- 13 Double top plate splice 12-16d box(3 1/2"4.11 8");or or (minimum 24"lap splice length 37 3/4"and less 8d common(2 1/2"x0.131")nail 6 12 ( ) ( ) GUARD IN-FILL COMPONENTS 50 -0 m N 12-10d box(3"x0.128");or SHALL NOT BE LESS THAN 5%OR MORE THEN 7% 124'4.131"nails each side of end joint) p Sd common(2 1/2"x0.131")nail;or E SEE SECTION 402.2.2 FOR MAXIMUM CEMENTITOUS MATERIAL CONTENT o 38 7/8" 1" 8d deformed(21/2"x0.120'1 nail 6 12 ( ) PASSENGER VEHICLE GARAGES 50 U) M (continued) (F) FOR GARAGE FLOORS WITH A STEEL TROWELED FINISH REDUCTION OF THE TOTAL AIR CONTENT TABLE R602.3(1)-continued 39 1 1/8"-1 1/4" 10d common(3"xo.1481)nail;or 6 12 (PERCENT BY VOLUME OF CONCRETE) TO NOT LESS THAN 3%OS PERMITTED IF THE SPECIFIED ROOMS OTHER THEN SLEEPING ROOMS 40 (D O FASTENING SCHEDULE 8d deformed(2 1/2"x0.120")nail COMPRESSIVE STRENGTH OF THE CONCRETE IS INCREASED TO NOT LESS THAN 4,000 P.S.I. �■ 0- ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER a,b,c SPACING AND LOCATION For SI:1 inch=25.4 mm,1 foot=304.8 mm,1 mile per hour=0.447 m/s, 1 ksi =6,895 MPa. SLEEPING ROOMS 30 O Bottom plate to joist,rim joist,band joist or 16d common(3 1/2"x0.162") 16"o.c.face nail � L... 14 blocking(not at braced wall panels) 16d box(3 1/2"x0.135");or STAIRS 40 3"x0.131"nails 12"o.c.face nail Bottom plate to joist,rim joist,band joist or 3-16d box(3 1/2"x0.135");or 3 each 16"o.c.face nail 15 blocking(at braced wall panel) 2-16d common(3 1/2"4.162");or 2 each 16"o.c.face nail 4-3"x0.131"nails 4 each 16"o.c.face nail 4-8d box(2 1/2"x0.113");or 3-16d box(3 1/2"x0.135");or TABLE R301.2 (1) 4-8d common(2 1/2"x0.131");or Toe nail CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA 4-10d box(3"x0.128");or 44' 0.131"nails This drawingand design layout is an instrument of services 16 Top or bottom plate to stud WIND DESIGN SUBJECT TO DAMAGE FROM g y 3-16d box(3 1/2"x0.135");or FLOOD and the property of John Cunniffe,Architect.This drawing SEISMIC WINTER ICE BARRIER AIR MEAN and design layout may not be reproduced or reproductions 2-16d common(3 1/2'Sc0.162");or GROUND HAZARDS g y y p p End nail DESIGN UNDERLAYMEN FREEZING ANNUAL 3-10d box(3"x0.128');or SNOW WIND EATHERING FROST LINE TERMITES DESIGN hereof used without the expressed written consent of John 3-3"x0.131"nails LOAD MPH D TOPOGRAPHIC SPECIAL WIND WINDBORNE CATEGORY DEPTH TEMPS REQUIRED INDEX TEMP Cunniffe,Architect. EFFECTS REGION DEBRIS ZONE TYPE X 3-10d box(3"xo.128");or It is a violation of the law for any person unless acting under 17 Top plates,laps at corners and intersections 2-16d common(3 1/2"0.162");or Face nail 20PSF MODERATE F.E.M.A. & YES the direction of a licensed architect,to alter any item in any 34' 0.131"nails < 140 NO NO NO C SEVERE 3'-0" TO HEAVY 11 d. 36" N.F.I.P. FLOOD N/A MAP No. 52.1 d. way. If any item on this document is altered,the altering 3-8d box(2 1/2"x0.113");or MAP H architect shall affix to such items his or her seal and signature 18 1"brace to each stud and plate 2-8d common(2 1/2"x0.131');or Face nail and notation"Altered by"followed by the architects'name, 2-10d box(3"x0.128");or date or alteration,and specific description of the alteration. 2 staples 1 3/4" MANUAL J DESIGN CRITERIA 3-8d box(2 1/2"x0.113");or ALTITUDE DESIGN HIGH All dimensions and existing conditions shall be checked and 2-8d common (2 1/2"xo.131");or Face nail ELEVATION LATITUDE WINTER SUMMER CORRECTION INTERIOR DESIGN TEMPERATURE TEMPERATURE verified by the Contractor before proceeding with the work. 19 1"x6"sheathing to each bearing 2-10d box(3"x0.128");or HEATING COOLING TEMPERATURE 2 staples,1"crown,16 ga., 1 3/4"long FACTOR COOLING DIFFERENCE 3-8d box(2 1/2"x0.11311);or 40' N 12.5 DEG 84 DEG 1 70' 75' (db 63 wb) 57.5 JOHN CUNNIFFE - ARCHITECT 3-8d common (2 1/2"0.131");or WIND WIND 3-10d box(3"xo.128");or COOLING TEMPERATURE VELOCITY VELOCITY COINCIDENT DAILY WINTER SUMMER John Cunniffe-Architect 3 staples,1"crown, 16 ga., 1 3/4"long DIFFERENCE HEATING COOLING WET TUB RANGE HUMIDITY HUMIDITY 17 Hillside Road 20 1"x8"and wider sheathing to each bearing Wider than 1'50' Face nail 9 15 7.5 71.5 M 30°0 45-55% Stony Brook, New York 11790 T 631 751 0590 4-8d box(2 1/2"x0.113");or 3-8d common(2 1/2"x0.131');or John@jdcarchitects.com 3-10d box(3"x0.128");or 4 staples,1"crown, 16 ga.,1 3/4"long Floor AI?C 3 8d common(2 1/2" 131'�;or 0 0,;orGj 0, CUNN/��r/J� 21 Joist to sill,top plate or girder Toe nail 3-10d box(3"x0.128");or 3-3"x0.131"nails 8d box(2 1/2"x0.113") 4"o.c.toe nail 22 Rim joist,band joist or blocking to sill or top 8d common(2 1/2"x0.131");or 030893 plate(roof applications also) 10d box(3"4.128");or 6"o.c.toe nail XxO.131"nails OF 3-8d box(2 1/2"x0.113");or 23 1"x6"subfloor or less to each joist 2-8d common(2 1/2"x0.131');or Face nail 3-10d box(3"x0.128");or 2 staples, 1"crown,16 ga.,1 3/4"long PROJECT NUMBER: (continued) SCALE AS NOTED DRAWING: NAILING SCHEDULE, CLIMACTIC CRITERIA TABLES AND PLUMBING RISER DIAGRAM DRAWING NUMBER: T2 PROJECT NORTH No: Date: Description: 1 03.06.24 For Permit 0 O O EXIST. 0 EXIST. EXISTING BATH BATH BEDROOM ROO ROOM DO 5 EXISTING ROOF AND ROOFING TO x �� n M REMAIN N 00 �f v D 0 I axoo AND WATER SHIELD AT ALL VALLEY �G M o m RIDGES-.AND ROOF--D €S �y} 0 `9 m 2 x 6 RF RFTRS 2 x 6 RF RFTRS vn 16"O.C. 16"o.c. 9s 1 PROPOSED PORCH ROOF PLAN PROJECT SCALE: 1/4" = V-0" U .o _0 LIVING AREA Zi < C: CV II I � CU J rn 77 q T 1 1 I L co z � STORAGE U PROPOSED WOOD DECK p / EXITING ROOM LIVING AREA Z x ROOFED OVER N x TREK DECKING o 0101 ENTRY PORCH I I — — — — CU co co — — — - - - - - - - — - - - - H30V3H 8 x Z (Z) — — — H30V3H 8 x Z�Z)— — — — j tj3a`d3H 8 x Z (Z) — — — — — — — — — — — — — — — — — — — — — — NIVV43a 01 Sd31S 9NI1SIX3 O 5'-11 1/2" 9'-11 3/4" 6-7 1/4" 9'-9" + /- (VERIFY) 2 3/4" 2 3 V-8 1/2" 2 PROPOSED PORCH PLAN This drawing and design layout is an instrument of services SCALE: 1/4" = V-0" and the property of John Cunniffe,Architect.This drawing and design layout may not be reproduced or reproductions hereof used without the expressed written consent of John Cunniffe,Architect. It is a violation of the law for any person unless acting under the direction of a licensed architect,to alter any item in any way. If any item on this document is altered,the altering architect shall affix to such items his or her seal and signature and notation"Altered by"followed by the architects'name, date or alteration, and specific description of the alteration. 11 All dimensions and existing conditions shall be checked and I III I verified by the Contractor before proceeding with the work. III I II ( I COMPOSITE RAILING do III I II I I I TOP AND BOTTOM RAIL JOHN CUNNIFFE - ARCHITECT SYSTEM. VINYL RAILING III I II ( AND COLUMN COVER AND John Cunniffe-Architect III I II I I COLUMN CAP. MEET RCNYS 17 Hillside Road III I I FOR CODE L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J COMPOSITE OR I Stony Brook, New York11790 — — — — — — — — � F71 PRESSURE TREATED I T 631 751 0590 w WOOD DECKING 4X4 TREATED POSTS john@jdcarchite cts.com HIP AS PER MANUFACTURES .Z o Z I LAG BOLTED TO JOIST Zm (2)2 x8 ACQ FLUSH GIRDER I III I I 3� ; D 20w Ui � 2xJ01STS I- Qw� ° I � � I I III I E A a Z 00 CONCRETE I I III I I °° Cu / w0 p a CO SLAB ON GRADE I III I o ��\� O U,y oCa�aw v 0 N I III w LL Z 2 2 x8 ACO FLUSH GIRDER cv SIMPSON H2.5 AT � >p 0 O I - - - - - - - - - - - - - I�� - - - - - - - - J EACH JOIST e — — — — — — — — — — — — — — — SIMPSON BC L POST GIRDER 17DIA CONC PIER - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - J �— CONNECTOR 030893 Q� 3,500 PSI 6'-6" 6'-6" 6-6" 1'-0" -3'-0"BELOW GRADE OF TREATED 4 x 4 POST ON SIMPSON BP PLATE PROJECT NUMBER: DECK AND RAILING DETAIL SCALE: AS NOTED N.T.S. DRAWING: 3 PROPOSED PIER AND FRAMING PLAN PROPOSED PLANS AND ELEVATION SCALE: 1/4" = V-0" DRAWING NUMBER: Al A PROJECT NORTH ' No: Date: Description: 1 03.06.24 For Permit TURN UP ICE AND WATER SHIELD MIN 12"AND RESIDE TO MATCH EXISTING PVC SOFIT FASCIA AND 2 x 4 RAFTER TIE WITH DECORATIVE CASED DROPPED BEAM KING POST PROJECT 4 x 4 ACID POSTS FULL STRAPPED WITH SIMSPON ST STRAPPING AND CLAD IN PVC HIGH PVC - - -- WOOD DECORATIVE ONLY RAILING.= , LLLRAILMG 36" HIGH GRASPABLE OPTIONAL AG DECK IS ---- THEN 3U^ABOVE GRADEEXISTING WOOD STEPS TO REMAIN PVC OR PAINTED WOOD 1xG BOARDS FASTENED TOAC(2FRAME *��� �� � � -1 un �� 0) `- o ��� ��� �� L- z �� .�~ ~�� U� Vz NN �� � ' PROPOSED FRONT ELEVATION - � Co CZ �� 2 �� 0SCALE: 1/4^ �� 1'-[]" � �- (Y) U) �� �� �� u��~ �� �� � 0-�� Q�. ���� This drawing and design layout ioan instrument ofservices and the property of John Ounniffn.Architect.This drawing and design layout may not bo reproduced orreproductions hereof used without the expressed written consent mfJohn Cunniffe.Architent. |t|na violation of the law for any person unless acting under the direction ofo licensed architect,to after any item inany way. |f any item on this document io altered,the altering architect shall affix to such items his or her seal and signature and notation"Altered by"followed by the architects'name, date or alteration, and specific description of the alteration. All dimensions and existing conditions shall bo checked and verified by the Contractor before proceeding with the work. John Cunniffo,Anohibect 17 Hillside Road Stony Brook, New York 117QO SHED ROOF SIDE WALL TG31 7510590 MATCH EXITING SIDING AND PROVIDE 1 x 4 jnhn@jdcmnch|tecto.00m RAKE BOARD WITH SIMSPON ST STRAPPING AND CLAD IN PVC EXISTING TO REMAIN 30" HIGH PVC OR PAINTED WOOD NO WORK DECORATIVE ONLY RAILING. OPTIONAL AS DECK IS LESS THEN 030893 30"ABOVE GRADE OF' FAMILY ROOM ADDITION 36" HIGH GRASPABLE UNDER CURRENT OPEN PER RAILING WITH BALUSTERS ME - _- -- _- __ -- -- N4'SPACING - - - - - - - - - - - - - - - - - - - - - - - PROJECT NUMBER: SCALE: AS NOTED onmw/wo: PROPOSED ELEVATIONS DRAWING NUMBER: PROPOSED SIDE ELEVATION A2 , 0 SCALE: 1/4" = 1'-0" PROJECT NORTH