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HomeMy WebLinkAbout47556-Z ��o�SUFFO1 y Town of Southold 8/4/2023 a P.O.Box 1179 - _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44380 Date: 8/4/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 950 Calves Neck Rd, Southold SCTM#: 473889 See/Block/Lot: 63.-7-21 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/15/2022 pursuant to which Building Permit No. 47556 dated 3/16/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, includingag_rage, covered porch and office(non-sleeping),to existing single family dwelling as applied for. The certificate is issued to Flood,Maureen&Terrence of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 47556 3/22/2023 PLUMBERS CERTIFICATION DATED 7/30/2023 Cutc gu ast kumbing Weating Au o ze S nature TOWN OF SOUTHOLD ay BUILDING DEPARTMENT TOWN CLERK'S OFFICE "o • y' 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#: 47556 Date: 3/16/2022 Permission is hereby granted to: Flood, Maureen 22 Wood Lot Ln Huntington, NY 11743 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 950 Calves Neck Rd, Southold SCTM # 473889 Sec/Block/Lot# 63.-7-21 Pursuant to application dated 2/15/2022 and approved by the Building Inspector. To expire on 9/15/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $843.60 CO-ADDITION TO DWELLING $50.00 Total: $893.60 Buil ing Inspector pF SOUryol 0 Town Nall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlincc-D-town.southold.ny.us Southold,NY 11971-0959 Q�y�DUNTV,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Maureen Flood Address: 950- Calves Neck Rd city:Southold st: NY zip: 11971 Building Permit#: 47556 Section: 63 Block: 7 Lot: 21 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Fntractor: Electrician: PKJ Electrical Corp License No: 60122ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 10 Ceiling Fixtures 39 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 11 Wall Fixtures Smoke Detectors 4 Main Panel 200A A/C Condenser Single Recpt 1 Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan 2 Combo Smoke/CO 3 Transfer Switch UC Lights Dryer Recpt Emergency StrobeHeat Detectors 1 Disconnect Switches 23 4'LED Exit Fixtures Sump Pump Other Equipment: Floor Heat, Car Charger 50A, 200A U.G. Service Notes: New Sevice And Rear Addition Inspector Signature: Date: March 22, 2023 S.Devlin-Cert Electrical Compliance Form pf SO(/fyo: . ~ Town Hall Annex Telephone(631)765-1802 _ 54375 Main Road ^ : Fax(631)765-9502 P.O.Box 1179 Southold,IVY 11971-0959 J BUILDING DEPAR'T'MENT J U L 3 1 2023 - TOWN OF SOUTHOLD BUR DING DEPT. CERTIFICAT.IO-N Date: 3 2 Building Permit No. l 06d D �. � So C�� ves hecK S � � Owner: (Please print) ^ Co f��, 4e 14 �!' Plumber:. J'6iC) _ .. ao %J (Please print) I certify that the solder used in the water supply system contains less than 2110 of 1% lead. (Plum'iignature) Sworn to before me this 1 CONNIE D.BUNCH Notary day of 20� No.O1 BU6185050 W York Qualified in Suffolk County Commission Expires April 14,2-0 Y Notary Public, �oaty qi� soUI�o/_ •�vTj/w/ h� 'o l # # TOWN OF SOUTHOLD BUILDING DEPT. °yCoum, 631-765-1802 INSPECTION [ ] OUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] REN AL REMARKS: DATE INSPECTOR -• 7 FSO — --- bjyp # # TOWN OF SOUTHOLD BUILDING DEPT. °`"courmN�' 631-765-1802 INSPECT ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REM KS: l2i�'L/z Y V� V1�t DATE INSPECTOR SOUTyo� ---- * * TOWN OF SOUTHOLD BUILDING DEPT. �o • �o �ycou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) / "ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Vi DATE 7i INSPECTOR �- o�aOFSOblyol 7550 So G�Ju,¢f A re� - � o # # TOWN OF SOUTHOLD BUILDING DEPT. 0 �0 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: bon DATE '�i/45- INSPECTOR OF SOUTyo� L41 !V o+Cl4c- # TOWN OF SOUTHOLD BUILDING DEPT. y'rourmN�' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: AJA-1 OK DATE INSPECTOR OF SOUIyo� TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: wz DATE - INSPECTOR FIEL;D:INVECT ON P'. RT:: �,:': ZEA E' :.:I :._GQ1j'tl► ` S FOUNDATION: I N % c sT}: LA H :FOUNDAT ON''.2 .. I. . �.. ... : I �, 1. \:J;``: :��` �'�,,":;[ate.e�A.. t,,l. .''::•t::::� ry >,l,' ;.: ,�':+ I . ' ,. O .�\''�'M'r``` V.- . .. J .1;,; :. bf�lY� . .1�G4 .. ... {`i.P�. Ai. 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", .!.... ..�...:�"'Ij',:�_.,�"4 . . . . � -,- , -�.:,1, .."�,.-�;,`.,��:,,�,-14.;, ,.. : . � . . ­..:� .;"': ,. I. . :. ; ,�,�%. -%-,�j,-.�!...!..',..­,:iy.- ~till•.".,:".}v B S;".f',:•r!;'•y�n,Y,_l,-4;i.,'{.,'':.i,:. , , , . . . - - - '.." . . .r,. . . . . . . , � .. .:,::!A..'.,',.,,'b,,%.;�-;;,.-.: o�,�;,.�; . . .. . ., ,.. _.. . .. . . ;. :. .1...:::.. +�'SUFFO(Kr `oma° c�a TOWN OF SOUTHOLD—BUILDING DEPARTMENT y� Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy • ��, Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtowm.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only OJ/ PERMIT NO. � Building Inspector. r- Fr FEB 1 5 2022 Applications and°forms rriustbe 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: rOwti Date: OWN ER(S);OF.PROPERTY::. Name: SCTM#1000- 063 Project Address: ............ O ..__......_---_---- ------Sam-,CG% __.._._-____._.____. Phone#: Ema'il: _ ._.. ---__-._..._.------._._...-._.__._.__..__.--_.__,.._._________------ Mailing Address: CONTACT,PERSON:. ...: . Name: ( -- Mailing Address: Phone#: 40�/ Ema DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: °® [i Email: T CONTRACTOR-INFORMATION'. - Name: Mailing Address: Phone#: 1 . _ Email• DESCRIPTION'.OF PROPOSED�CONSTRLICTION _ ❑New Structure 1*ddition ElAlteration ❑Repair ❑Demolition Esti ted Cost of Project: ❑Other $ Will the lot be re-graded? 5-Yes [:]No Will excess fill be removed from premises? ❑Yes [ANO I i 1 PROPERTY INFORMATION Existing use of property- �(/ Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ❑No IF YES, PROVIDE A COPY. ,"Check Box After Reading:'The owner/contractWdesign professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or,demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit.authorized inspectors on premises and in building(s)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... C q Application Submitted By(print na e): �i g(Authorized.Agent ❑Owner Signature of Applicant: Date: '�— STATE OF NEW YORK) SS: COUNTY OF Sty ffb LV�- ) thlC14 G&L_ U-' rz, being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the C®I�L (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 day of 20 7,2— "- Notary Public RICHARD W.VANDENSUMN Wary Public,State of Neta York PROPERTY OWNER AUTHORIZATION No.2VA5027629-SuJolkC ,mty (Where the applicant is not the owner) Commission Expires May 16,2�&7-2_ I, �i`/4 I(�L� residing at (11 < �6 Pu ijdo hereby authorize f ^� a to apply on my behalf to the Town of Southold Building Department for approval as described herein. Own Signature Date Print wner's Name 2 �V41S�FFOL �'G`, D\I— LDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD JVL Town Hall Annex- 54375 Main Road - PO Box 1179 o Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(ab-southoldtownny.goy — seand(@_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 6-27-22 Company Name: PKJ Electrical Corp Electrician's Name: Peter Jackson License No.: ME-60122 Elec. email:PKJ.Electric@gmail.com Elec. Phone No: 631-714-5444 01 request an email copy of Certificate of Compliance Elec. Address.: 8 Fairview Ave, Holtsville NY 11742 JOB SITE INFORMATION (All Information Required) Name: Terrence Flood Address: 950 Calves Neck Road Cross Street: Youngs Lane Phone No.: 631-897-7318 Bldg.Permit#: 47556 email: Tax Map District: 1000 Section:63 Block: 7 Lot:21 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): extension and service Square Footage: I loon Circle All That Apply: Is job ready for inspection?: ❑ YES ❑✓ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: 0 YES ❑ NO Issued On Temp Information: (All information required) Service SizeFV11 Ph❑3 Ph Size: 200 A # Meters 1 Old Meter# ❑✓ New Service[]Fire Reconnect❑Flood Reconnect❑Service Reconnect❑✓ Underground❑Overhead # Underground Laterals ✓ 1 2 ✓ H Frame ✓ Pole Work done on Service? Y ✓ N Additional Information:need temp PAYMENT DUE WITH APPLICATION % f •:` fFOt }�' q 'LC LDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD `,® ► '��� Town Hall Annex - 54375 Main Road - PO Box 1179 '-; Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ®� � { rogerr(a�southoldtownny.gov -- seandgsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 6-27-22 Company Name: PKJ Electrical Corp Electrician's Name: Peter Jackson License No.: ME-60122 Elec. email: PKJ.Electric@gmail.com Elec. Phone No: 631-714-5444 01 request an email copy of Certificate of Compliance Elec. Address.: 8 Fairview Ave, Holtsville NY 11742 JOB SITE INFORMATION (All Information Required) Name: Terrence Flood Address: 950 Calves Neck Road Cross Street: Youngs Lane Phone No.: 631-897-7318 Bldg.Permit#: 47556 email: Tax Map District: 1000 Section:63 Block: 7 Lot:21 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): extension and service -F Square Footage: o00 Circle All That Apply: Is job ready for inspection?: ❑ YES ❑✓ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: Fv YES [_-] NO Issued On Temp Information: (All information required) Service SizeWl1 Ph❑3 Ph Size: 200 A # Meters 1 Old Meter# ❑✓ New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑✓ Underground❑Overhead # Underground Laterals n 1 n2 n H Frame n Pole Work done on Service? n Y I✓1N Additional Information:need temp PAYMENT DUE WITH APPLICATION � C�o PERMIT tt Address: Switches Outlets GFI's Surface Sconces I H H's UC Lts Fans Fridge HW Exhaust Oven WAD Smokes DW Mini 6�¢.Q.� Q 1 ' Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service AMPS Have Used Special: v �%°' Comments 'So U 1 OFFO[IVcoG a y� BUILDING DEPARTMENT-Electrical Inspector rC*„ z TOWN OF SOUTHOLD ;0 �� Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 '�Ol �`�� Telephone(631) 765-1802 Temporary Certificate # .1 q oZ Date -7— 1 5 — 2022 Customer Name --� 0t-e L00ID Electrician Name } EI-eG uL Address qS0 On jp5 PeCLD Phoneyj — -7) q—j L/LAt e-mail a-mail P KS e(,PL Yh(,l I( LUYh Phone 3— q 1 _ License# M E — Q a Size OU A Phase Overhead Underground 1/ #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P1 Fire Reconnect Was work done on Service? Al Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification isJ®I�Fer�9 da the dat ove. Authorized by Ccn Vim-- ef--� �. G RK p �Gu( I r- 'SFe� s !-A ck,3.- sppVp)td i ` Generated by REScheck-Web Software Compliance Certificate Project Flood Residence Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Ctlmpliahco: Passes using UA trade-off Compliance: 6.7%Better Than Code Maximum UA: 60 Your UA: 56 Maximum SHGC: 0.40 Your SHGC: 0.32 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter 2x10 Ceiling: Flat Ceiling or Scissor Truss 335 30.0 0.0 0.035 0.026 12 9 2X6 new wall:Wood Frame, 16" D.C. 392 21.0 0.0 0.057 0.060 20 21 Door: Solid Door(under 50%glazing) 20 0.320 0.320 6 6 Window:Wood Frame 25 0.280 0.320 7 8 SHGC: 0.32 2x10 Floor:All-Wood joistfrruss 335 30.0 0.0 0.033 0.047 11 16 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 RESc - ithe k Version : REScheck-Web and to comply with the mandatory requirements lis, the REScheck Inspection Checklist. . 2 Name e ( .— Signature Date t r Project Title: Flood Residence Report date: 02/04/22 Data filename: Pagel of 9 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Complies? Comments/Assumptions & Req.ID Value Value 103.1, ;Construction drawings and ❑Complies 103.2 1documentation demonstrate ❑Does Not [PR111 !energy code compliance for the U ;building envelope.Thermal ❑Not Observable envelope represented on ❑Not Applicable construction documents. 103.1, ;Construction drawings and ❑Complies 103.21 ;documentation demonstrate ❑Does Not 403.7 !energy code compliance for [PR311 ;lighting and mechanical systems. ❑Not Observable v !Systems serving multiple ❑Not Applicable dwelling units must demonstrate ;compliance with the IECC Commercial Provisions. 302.11 Heating and cooling equipment is;, Heating: Heating: ;❑Complies 403.7 !sized per ACCA Manual S based Btu/hr Btu/hr UDoes Not [PR212 �on loads calculated per ACCA Cooling: Cooling: ;❑Not Observable g; Manual J or other methods Btu/hr Btu/hr I approved by the code official. ;❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Flood Residence Report date: 02/04/22 Data filename: Page 2 of 9 i Section # Foundation Inspection Complies? Comments/Assumptions &Req.ID 303.2.1 A protective covering is installed to ;❑Complies [F011]2 i protect exposed exterior insulation :❑Does Not J i and extends a minimum of 6 in. below ❑Not Observable grade. ❑Not Applicable 403.9 Snow-and ice-melting system controls;❑Complies [FO12]2 installed. ❑Does Not v ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Flood Residence Report date: 02/04/22 Data filename: Page 3 of 9 Section 1, Plans Verified Field Verified # Framing/Rough-In Inspection Complies? Comments/Assumptions. & Ikeq.ID Value Value 402.1.1, ;Door U-factor. ; U- ; U- ;❑Complies ;see the Envelope Assemblies 402.3.4 i ❑Does Not ;table for values. [FR1]1 ❑Not Observable ❑Not Applicable 402.1.1, !GlazingU-factor(area-weighted ', U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, ;average). :❑Does Not ;table for values. 402.3.3, j 402.5 ; ;❑Not Observable [FR2]1 ;❑Not Applicable 303.1.3 ;U-factors of fenestration products JE]Complies [FR4]1 !are determined in accordance ❑Does Not with the NFRC test procedure or 1.0 ;taken from the default table. ❑Not Observable #❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's ❑Does Not instructions. � ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies ; [FR20]1 Hs listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 U or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ❑Not Applicable I imits. 402.4.5 j IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish j❑Does Not and labeled to indicate <_2.0 cfm leakage at 75 Pa. ❑Not Observable ; i IE]Not Applicable 403.3.1 ;Supply and return ducts in attics ❑Complies ; [FR12]1 1 insulated >= R-8 where duct is ❑Does Not U >= 3 inches in diameter and >_ ❑Not Observable R-6 where < 3 inches. Supply and return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 Ifor< 3 inches in diameter. ( ; 403.3.2 j Ducts,air handlers and filter ❑Complies ; [FR13]1 ;boxes are sealed with ❑Does Not !joints/seams compliant with U ;International Mechanical Code or ❑Not Observable International Residential Code, as ❑Not Applicable applicable. 403.3.5 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not f ❑Not Observable i ❑Not Applicable 403.4 HVAC piping conveying fluids ; R- R- ;❑Complies [FR17]2 above 105°F or chilled fluids :❑Does Not # below 55 °F are insulated to >_R- , 3 ; ❑Not Observable , ❑Not Applicable 403.4.1 !,Protection of insulation on HVAC ❑Complies ; [FR24]1 piping. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- ; R- ;❑Complies ; [FR18]2 >_11-3. j ;❑Does Not �l :❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Flood Residence Report date: 02/04/22 Data filename: Page 4 of 9 Section Plans Verified Field Verified # Framing/Roughmments/Assumptions & tteq.ID Value Value 403.6 Automatic or gravity dampers are ❑Complies [FR19)2 installed on all outdoor air ❑Does Not intakes and exhausts. ( ❑Not Observable i I ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Flood Residence Report date: 02/04/22 Data filename: Page 5 of 9 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled ❑Complies ; [IN13]2 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 E] Wood ❑ Wood ❑Does Not ;table for values. [IN1]1 1 1❑ Steel ❑ Steel ;❑Not Observable U :❑Not Applicable 303.2, ;Floor insulation installed per ❑Complies ; 402.2.8 i manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the underside of the subfloor,or floor ❑Not Observable ; ;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- ;❑Complies ;See the Envelope Assemblies 402.2.5, I 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 ; ; ; r requirement applies(FR10). ❑ Steel ❑ Steel :❑Not Applicable 303.2 ;Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable I ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier3) Project Title: Flood Residence Report date: 02/04/22 Data filename: Page 6 of 9 Section- Plans Verified Field.Verified # Final.Inspection Provisions Complies? Comments/Assumptions & Req.ID 'Value­' Value 402.1.1, ;Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood T❑Does Not ;table for values. 402.2.2, j ❑ Steel ❑ Steel UNot Observable ' 6 [Filli 1❑Not Applicable FI1] ; 1 3 303.1.1.1, ;Ceiling insulation installed per ❑Complies 303.2 !manufacturer's instructions. ❑Does Not [F12]1 !Blown insulation marked every 300 ft2. E ❑Not Observable ; ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies ; [F122]2 insulation include baffle adjacent ❑Does Not Ito soffit and eave vents that extends over insulation. IE]Not Observable J❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies [F13]1 ;insulation >_R-value of the ❑Does Not i adjacent assembly. ❑Not Observable ; j :❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies ; [FI17]1 ach in Climate Zones 1-2,and :❑Does Not I<=3 ach in Climate Zones 3-8. ;❑Not Observable ; ;❑Not Applicable 403.3.3 ;Ducts are pressure tested tocfm/100 cfm/100 ;❑Complies [FI27]1 (determine air leakage with ft2 ft2 ❑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 ; i w.g. across the entire system ; I including the manufacturer's air handler enclosure. 403.3.4 I Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [FI4]1 I cfm/100 ft2 across the system or ft2 ft2 PDoes Not I<=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ,❑Not Observable tests,verification may need to ; ;❑Not Applicable !occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ❑Complies ; [F124]1 by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable I ;❑Not Applicable 403.1.1 }Programmable thermostats ❑Complies ; [Fl9]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, I Heat pump thermostat installed ❑Complies ; [FI10]2 on heat pumps. ❑Does Not 1 IElNot Observable f ]❑Not Applicable 403.5.1 l Circulating service hot water ❑Complies [FI11]2 systems have automatic or ❑Does Not iaccessible manual controls. i ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 1 Low Impact(Tier3) Project Title: Flood Residence Report date: 02/04/22 Data filename: Page 7 of 9 Section• Plans Verified Field Verified #. - . Final Inspection Provisions Value Value Complies? Comments/Assumptions . &'Req.ID 403,6.1 All mechanical ventilation system ❑Complies [FI25]2 fans not part of tested and listed " ❑Does Not HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable R403.6.1. ( ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies ; [FI26]2 through one-or two-pipe heating []Does Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable y temperature, 403.5.1.1 Heated water circulation systems ❑Complies [FI28]2 have a circulation pump.The []Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe.Gravity and thermos- ❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system I pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. ; 403.5.1.2 Electric heat trace systems 1 ❑Complies ; [FI29]2 !comply with IEEE 515.1 or UL ❑Does Not 1515.Controls automatically 1 adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the 111 piping. 403.5.2 Demand recirculation,water ❑Complies [F130]2 ,systems have controls that ❑Does Not manage operation of the pump and limit the temperature of the ❑Not Observable water entering the cold water ❑Not Applicable piping to <= 1049F. 403.5.4 Drain water heat recovery units ❑Complies [FI31]2 tested in accordance with CSA ❑Does Not B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable ; recovery units< 3 psi for ❑Not Applicable individual units connected to one i 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. 404.1 190%or more of permanent ❑Complies ; [FI6]1 ifixtures have high efficacy lamps. []Does Not []Not Observable ❑Not Applicable 404.1.1 {Fuel gas lighting systems have ❑Complies ; [FI23]3 I no continuous pilot light. ❑Does Not 1 ❑Not Observable ❑Not Applicable 401.3 j Compliance certificate posted. ❑Complies ; [FI7]2 f []Does Not ❑Not Observable ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Flood Residence Report date: 02/04/22 Data filename: Page 8 of 9 Section.• Plans'Verified Field Verified # Final Inspection Pi^ovisions, Value Value Complies? Comments/Assumptions &Req.ID 303.3 ;Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating ❑Does Not systems have been provided. []Not Observable I ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Flood Residence Report date: 02/04/22 Data filename: Page 9 of 9 . 2018 IECC Energy A/i Efficiency Certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Glass &Door Rating U-Pactor SHG Window 0.28 0.32 Door 0.32 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments 1 t i' . v \ CODE COMPLIANCE D THE PLANS ARE IN COMPLIANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE (FIRST PRINTING: NOV 201q) * 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (FIRST PRINTING: NOV 201°1) ADOPTED W/ AMENDMENTS IECC 2018. 0 SOUTPOLD, NY CLIMATIC & GEOGRAPHIC DESIGN CRTIERIA ; VONr,M51Qj 5_1-J-,k 5upxcf10 nw IA&rlv ® E � E yo 'M\r, tIN:'-;t/fir G;S4;N U LF"i 2a% cl rel r;\> ,All,MY icAn��- �:r.:'i I\, -z1u I\u h1'M I:u:ro c/>retl FER 15 2022 � 1 9 0. 0 2' L:s: rrre? v iaa� BUILDING DEBT N 7 4°21 20 W o,r�z K:�,+,1r: �.,�� J r N Gerlca� �r,n ��t�. TOWN or SOUTH&D �� �� r �r �+� �� i �� r �� r �� .r [SUP SEISMIC - .C.. 15' 11-5 hki §47 GI ALL OTHER LONG ISLAND - 'B' 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (FIRST PRINTING: NOV 2019), SECTION 1609 AS APPLIES FOR THIS PROJECT. AND THE 2019 NYS UNIFORM CODE SUPPLEMENTS AND ASCE 7-10 ENGINEERED DESIGN FOR I APPROVED AS NOT ED SNOW AND WIND LOADS AS THE REFERENCED STANDARD. � I DATE B.P.# s---�- 0 FEE' 6 PY:___._A;1 COMPLY WITH ALL O NOTIFY BUILDING DEPARTMENT AT NEW YORK STATE & TC1 d".'v' I 0 Ln 765-1802 8 AM TO 4 PI,! FOR THE AS REQUIRED AND L0 �-- I FOLLOWING INSPECTIONS: r- I 1. FOUNDATION - T'A'O REQUIRED v FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBIPdG Z o I 3. INSULATION F_ 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. C �� 8 a ZON I NG S I ST I CS I ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW Lo `n IV- YORK STATE. NOT RESPONSIBLE FOR p- SEC: 0(03.00 BLK: 07.00 LOT: 021 .000 DESIGN OR CONSTRUCTION ERRORS. OCCUPANCY OR I USE IS UNLAWFUL LOT AREA - (NON CONFORMING) 2q,250 SQ.FT. - WITHOUT CERTIFICATE ZONE R-40 SQ.FT. RE AIIN STORM TOR CHAP ER 23OFF OF OCCUPANCY LOT COVERAGE OF THE TOWN CODE, 1 EX. PLATFORM � STAIRS EXISTING DWELLING 4 GARAGE 21422.1 SQ.FT. PROPOSED DWELLING SPACE 330.5 SQ.FT. 71.7' PROPOSED GARAGE ADDITION 5140.5 5Q.FT. 25.5' PLOMBER CERTIFICATION 52.4' PROPOSEEDD. . . . . . . . S.Y.S.B PROPOSED COVERED PORTICO � 246.9 SQ.FT. ON LEAD CONTENT BEFORE TO PROPOSED ADDITIOW.' I NEW TOTAL LOT COVERAGE 31540.0 SQ.FT. cv / /, �j% CERTIFICATE OF OCCUPANG - /�j SOLDER USED IN WATER - /i ; ,% /! �//, . . . . . . . . . i SUPPLY SYSTEM CANNOT 55.21 EXCEED 2/10 OF 1% LEAD. PROPOSED ALLOWABLE I NEW TOTAL LOT COVERAGE 3, 540.0 50.17T. < 5,850.0 S.F. EXISTING DWELLING I � � � �/�' - o ° pl r � �o!n!r I / PROPOSED DRIVEWAY NEW TOTAL LOT COVERAGE - PERCENTAGE 12.1/ < 20/ I o 2,Og7.6 SO.FT. I Q I &WATt:r LI' :�: I Q . . . . . . . . . . . . . . . . . . . . . . . . TEOTING SEFQR3 COVERING. _ I LU m ii�/ " /,, " PROPOSED GARAGE ADDITION - 540.5 SQ.FT. . . . . . . . . . . . . . . . . . . . . . . SE-{"BACKS - HOUSE ACTUAL ALLOWABLE . PROPOSED PLATFORM41 .1' (PROPOSED) > 40.0' STEPS DOWN TOGRADE . . . . FRONT . . . . . . . I . . . . . . . . .Blower door 21.6 REAR 59.8' (EXISTING) > 50.0' d ductworkan I a ////%/////�/��., �/�//%///%/� i; _o XF"yJ✓:yXarr.+:.>;,:,i .,yr., ,<,yy , -�:,y;, •'y` SIDE MIN.PROPOSED DWELLING 44.2' (PROPOSED) > 15.0'required. SPACE 330.5 SQ.FT. . . . . . . . . . . . . . . . . . . . . . . . . SIDE AGGREGATE✓ > . . . . . . . . . . . . . . . . . . . . . . . . . . . 115.9' (PROPOSED) > 35.0 ' �/Must provide Manuals Y`kk 7.5' D, J and S as per 18.0' • NYS Energy Code . I DRAY� ING L I ST ELECTRICAL PROPOSED STEPS . INSPECTION REQUIRED DOWN TO GRADE . . . . . . . . . . . . o . . . . . . . . . . . . SHEET# SHEET TITLE PAGE NUMBER PROPOSED COVERED . . . ' . . . . . . . ' . All exterior lightingPORTICO - 246.01 SQ.FT. 0. :. o I A-1 COVER SHEET / PLOT PLAN 1 installed, replaced orcn �- ' ' ' . ' 1 A-2 FOUNDATION PLAN 2 .. repaired shall conform >~a w 0 I to Chapter 172 o o w°w Oct A-3 FIRST FLOOR PLAN 3 I`� I of the Town Code A O_ a- A-4 ROOF PLAN riw o . . . . . . . . . . . . N I n A-5 FRONT ELEVATION t RIGHT SIDE ELEVATION 5 0-) ~ i A-6 REAR ELEVATION 4 LEFT SIDE ELEVATION G A-7 SECTION 'A-A', SECTION 'B-B' $ SECTION 'C-G' 7 (n I . . . . . . . . . . . . . z I A-8 SECTION 'D-D', SECTION 'E-E' � SCREEN WALL DETAIL 8 E-1 FIRST FLOOR REFLECTED CEILING PLAN 9 74021 ' 20" E 199 . 98' C-1 TYPICAL DETAILS * CODE SHEET 10 C-2 GENERAL NOTES t SPECIFICATIONS 11 FLOTFLAN LEGEND C-3 ENERGY CODE SHEET 4 PLUMBING RISER DIAGRAM 12 SCALE 1" 10.0' j PROPOSED NON-DWELLING SPACE OO D RESIDENCE DATE: 2 - 7 - 2021 �. 950 CALVES NECK RD SOUTHOLD, NY ISSUE FOR PERMIT PLOT PLAN PREPARED WITH INFORMATION FROM SURVEY BY: a\ PROPOSED DWELLING SPACE ��'; d.: �'`' � � `46 ' :z Vm architecture.com site ALPHONSE PESCE JR GO iNG. ` e• ��:1 CO ER S� E E T JP ,_ • STATE OF NEW YORK LICENSED LAND SURVEYOR - NO. 048365 t mjpallarchegmail.com--email `' PROPOSED DRIVEWAY ''S, , 631-751-3870 DATED: 8-17-2021 . " 1 MICHAEL JAMES PALLADINO ARCHITECT P.C. ARCHITECTURE ❑ INTERIORS OF M TYPICAL NOTES NEW 10' CAST IN PLACE CONC. FOUNDATION WALL DN. TO 1. CONCRETE SHALL BE FIG - 3,5000psi @ 28 DAYS E 20'x10' CONTINUOUS FOOTING W/ (3) #5 REBAR FL 2. ALL DIMENSIONS ARE FROM STUD TO STUD OR TO CONCRETE - NO FINISHES ARE DIMENSIONED 3. ALL STEEL CONNECTIONS TO BE STEEL TO STEEL, OR STEEL TO CONCRETE - BYPASSING ALL 77'_11" WOOD CONSTRUCTION 4. FOOTINGS TO BEAR ON UNDISTURBED SOIL WITH A MINIMUM BEARING CAPACITY OF (1) TON / 21'-7" 30'�10" 25'-6' SQ.FT. NEW 2x6 @ 16" O/C EXISTING NEW 5. ALL FOOTINGS TO RECEIVE REBAR DOWELS AS NOTED ON SECTIONS ACO SLEEPER JOISTS EX. 8" CONC. BLOCK TO ALIGN TO EXISTING FOUNDATION WALL 1 6. ALL FLOOR SYSTEMS TO RECEIVE q" KRAFT FACE INSULATION (R-30) FLOOR HEIGHT TO BE VERIFIED � ---------- ---------------- ------- 7. DOUBLE FLOOR JOISTS UNDER ALL NON BEARING WALLS RUNNING SAME DIRECTION r kXl Icxal kXal Ixal kxJ kx� .� 'i ,_•... `t 'k"jt:•: • '+' '' 'r I •r---------------.----------------'—� I 1 1 1 L4 Q NEW HAUNCHFOR t. `•.: I '�.:: Z o EX. SLAB TO REST } I N ON SEE DETAILQ —•� 'I W_ SHEET A-2 I � I FOUNDATION PLAN CONSTRUCTION NOTES: y 1 1 1 , u 1 I I 3 w I 1O" 24'-2" I 10" ' Ol CONNECTION NOTE - INFILL EXISTING CONCRETE BLOCK W/ POURED. CONC. @ INTERSECTION OF C EXIST. +�- i i i N EXIST. u ( I ';'. I o NEW FOUNDATION WALL It EXITING CONCRETE BLOCK FOUNDATION. DRILL 4 EPDXY 12" LONG #5 y `9 N 1 1 1 � :' � '.� ..'. G CRAWL 1 1 1 3 Q n• SLAB ON z_ u ( EX. FOUNDATION WALL I I BARS, 6" DEEP INTO EXISTING FOUNDATION @ 12" O/C - ANCHOR INTO NEW POURED GONG. co SPACE �' I I I z o-'.. o RADE z I: I TO BE RE-POURED W/ I 3 o ; ; g � I NEW STEP FOOTING 2 ALIGN NEW FLOOR JOISTS TO EXISTING FLOOR HEIGHT FOR CONTINUOUS LEVEL FLOOR C14g x DEMO EXISTING I I O W I 5n. COL, I I STL. COL. 1 1 1 LL! :- ..I .�' ABOVE GARAGE FOUNDATION ABOVE O MAKE GARAGE DOOR OPENING IN NEW FOUNDATION TO ALIGN TO INTERIOR FLOOR SLAB AS Zo I SEE NOTE O6 SHOWN ON PLANS Lu _ • k _I_______________- _-__---___-______1 I I o O PROVIDE ACCESS TO NEW CRAWL SPACE MIN. 18"x24" CRAWL SPACE ACCESS W/ DOOR. TO EX. 8" GONG. ::{ I----------------------------------- I •..�x I �•, COMPLY WITH 2020 RESIDENTIAL CODE OF NYS 8408.4 ACCESS FOUNDATION I:I _ EX. 8" CONG. BLOCK , FOUNDATION WALL --� WALL I I i i I -' I �5 PROVIDE CRAWL SPACE VENT - MIN. 20" x 10" ACCESS I -. . I O6 DEMO EX. GARAGE SLAB NOTE: CONTRACTOR TO REMOVE ALL FOUNDATION SLABS OF EXISTING GARAGE MAKE READY TO RECEIVE FOUNDATIONS, FOOTING It SLAB WORK AS SHOWN ON PLANS. 1 i I 3 o WHERE EXISTING CONCRETE FLOOR SLAB IS BEING REMOVED - CONTRACTOR SHALL PREPARE a I _� UNEXCAVATED AREA - REGRADE * TAMP DOWN FOR SUPPORT PREPARATION OF ENTIRE NEW ------------------- CONTINUOUS CONCRETE GARAGE FLOOR SLAB - PITCHED TOWARDS DOORS AS SHOWN. rTTT"T'TT"TTT- I I , , , , I I , I I u s L COL. I m I r-_• I I I I I I i i , I � EX. O N 1— i4BOVE NEW I I srL. COL. N ABOVE EXIST. o GARAGE SLAB -' INFILL EX. CONC. BLOCK " ' UNFINISHED _ NEW 4 P. CONIC. SLAB FOUNDATION WALL W/ �X N g NEW POURED LONG. 42" ! W/ 6x6 w4.0 / w4.O W.W.M. I I o CELLAR N �___________________ -' a. MIN. - FDR STL. COL. .'x EX. BILCO DOOR W/ i, PITCH SLAB o I X. STAIRS UP TO GRADE ,�r '�' BEARING ABOVE 4 TOWARDS DOOR EX. EX. EX. EX. EX. EX. r O COL. COL. COL. COL COL. COL. I I 3 EX. IHEADER EX. HEADER EX. HEADER EX. HEADER EX. HEADER EX. 1-IEADER i i I w`:. I co 24'-2" ' i I NEW 2x8 @ 16" O/C ACQ DECK JOISTS W/ 1x6 DECKING ONTOP u i I I TO BE CHOSEN BY OWNER X I NEW 14" CAST EX. CHIMNEY o L______ ; o ,k CE CONIN C.CBONO EX. 8" CONC. BLOCK �a, NEW (2) 2x10 LEDGER ANCHORED I t i I I TUBE PIER INTO EX. RIM JOIST. SEE LEDGER o a i i i h mt,,- , • , �,- FOUNDATION WALL o x g �______ g DETAI L Q- SHEET A-2 .._. _.._.._,..._.._ .._ ._.�..... ——————— I 2x8 lb uU- xx s r. i HDR EX. 8 CONG. BLOCK _——— _—_—— _ FOUNDATION WALL EX. OIL TANK NEW 12"x4" DEEP CAST I N PLACE CONC. PAD FOR I I i i III , , o I "`- � ,.., •. w 4 o w - ytti I I STAIR LANDING AS SHOWN I . ' I POSTE POST N Q ABOVE _ ABOVE SIDING I'I 24'-2" II IDR. ;-s1:81 x ( I :� GYP. BD TPRU L L u N Drnz f I I I rl (� �I ( O c� (� I �5'-2" . INTERIOR 4° EXTERIOR SHEATHING �tTz 4ptTiz 0 �- 7DTnZ7T_ . ISI II NO - I W/ WATERPROOF WRAP MC MC (n NEW MC I O I I I O I a II I O I s O I L O (2) 2X10 N Z I N N N n N N w N 4 _ � . N o _ v LEDGER o � I = u�- 5 I I I lil i -� i I I NEW 14" CAST IN _ I u - D z I o 5 s D 1 - 1 tvI — cs) %- _ M PLACE CONIC. LO STUD WALL ,\1 o ++ x w a _ , _ ( z I I I x w i z A BOTTOM PLATE o I N NEW IS CAST IN N O o /� r Q �co coyj w I I I I III I N g N ( w SONO TUBE PIER � PLACE CONC. SONO 3 ,� " LL p I I _ III I.I U- I I B" SUBFLOOR AB66 21-011 w 2 0 I �) aBov = I ;� POST a FLASHING FOR WATER TIGHTNESS TUBE PIER Z Q __ tL �' ( I z o I SHEATHING MC —'— r ' -' AB66 w ti L—— — — _ ___ _J ABOVE NEW 24"x24" CAST IN PLACE I Mc � Cl I :_ .'' "'': :f...�: < �..,.' I FLOOR JOIST u - _ ;x •.x x� 2 MIN. CONIC. PIER W/ ANCHORED o = POST ABOVE I i , !� 3,1 2x10�-1DR _S�2x10 HDR o I I ————— _ — ——_ Pte{. — __ _ �_ _ WEATHER STEP 5' DECKING N 6x6 ��(V I I I *M57-— 4 W.P. F ABOVE ABOVE , ABOVE II - POST — . _ . — . _ . _ . — � POST NEW � L_.. � _ .I — _._._ .� _._._ ._j - o ABOVE J ABOVE CRAWL _! HIDDEN LINE OF RIM JOIST ! '• ';::�.•' , :..,: • SPACE DOUBLE UP FLOOR „ JOIST HANGER ey• ( + V V A P E CANTILEVER ABO VE • '� 18 CANTILEVER �:� '.� NEW 24 x24 CAST IN PLACE JOIST UNDER POSTS OF CONC. PIER W/ ANCHORED NEW 2" P. CONC. WINDOWS - TYP. OF 5 NEW 48"x48"x18"DEEP CAST IN o HIDDEN LINE OF POST ABOVE SKIM COAT W/ 6x6 DOUBLE UP FLOOR ' PLACE CONC. FOOTING STEPS ABOVE w4.0 / w4.0 W.W.M. (2) 2x8 SILL a < 2x8 @ 16" O/C JOIST UNDER PARALLEL + ++ ++ ++ 12 -11" 12 -11 WALLS - TYP. OF 2 PLATE a ACO DECK JOIST NEW 25 -10 x12 x4 DEEP e CAST IN PLACE CONC. 7'_5i++ PAD FOR STAIR LANDING EXISTING. FOUNDATION MOLD-DOWN DEVICE MIN 750 LB CAPACITY (SIMPSON DTT1Z) AT 4 LOCATIONS. A FULLY TI4READED %"(P LAG d d EVENLY DISTRIBUTED ALONG DECK AND 13'-10" 25'-10" 12'-10" 25'_6" SCREW PREDRILLED W/ MIN 3'' ONE WITHIN 24" OF EACH END OF THE PENETRATION TO CENTER OF TOP LEDGER. HOLD-DOWN DEVICES SHALL PLATE, STUDS, OR HEADER FULLY ENGAGE DECK JOIST PER HOLD-DOWN MANUFACTURER. W FOU ON I L NEW 10 (2) 2x LEDGER WITH FASTENERS IN SCALE " 1'-0" ACCORDANCE WITH TABLE R507.cl.1.3(1) 2"x6"@ 16' O/C STUD WALL W/ " LEDGER E � LEGEND FIRECODE TYPE 'X' GYP. BD. ON +1'-6" 1 �+ ,- n BOTH 51 DES SCALE 1 = 11-011 IN ACCORDINANCE W/ FIGURE R507.9.1.3(1) (2020 RESIDENTIAL MODIFIED SUN 8001'1 NEW (2) 2x6 SILL PLATE W/ 5/a" EXISTING SLAB TO BE CUT BACK CODE OF NEW YORK STATE (FIRST PRINTING: NOV 2019) DIA. ANCHOR BOLT @ 36" O/C tl -6 $ MADE READY FOR NEW ---'--- ALIGN FOUNDATION WALL 4 HAUNCH _______ NEW CAST IN PLACE CONC. WALL W/ FOOTING EXISTING DOOR NEW GARAGE SLAB NEW 4" P. LONG. SLAB NEW STUD WALL CONSTRUCTION LOOD R W/ 6x6 w4.0 / w4.0 W.W.M. '. DATE: 2 - 7 - 2021 q50 CALVES NECK RD - PITCH TOWARDS GARAGE DOORS EXISTING WALL NEW DOOR - SEE SIZE ON PLAN ��; SOUTPOLD, NY ISSUE FOR PERMIT �_` A +•. : NEW HAUNCH TO SUPPORT DEMO WALL � " f� lT m` architecture.com site EXISTING SLAB FOUNDATION LJP a •A'. ; mjpallarch�gmail.com—email • f 1. r. 10" NEW 10" CAST 1N PLACE FOUNDATION EXISTING WINDOW 14 CONSTRUCTION NOTE 631-751-3870 ' — s I� AUNC �4 D WALL DN. TO FOOTING. ® NEW WINDOW Q ❑ � WINDOW TAG - SEE SHEET A-3 "� & � .. MICHAEL JAMES PALLADINO ARCHITECT P.C. _ " _ " EXACT CONDITION TO BE VERIFIED IN FIELD SCALE t —o ARCHITECTURE ❑ INTERIORS OF 12 WINDOW SCHEDULE TAG TYPE UNIT # WINDOW R.O. DIM. EGRESS NOTE AQ CASEMENT C13 2'-0 R" x 3'-0�" BATWOOM / LAUNDRY © CASEMENT CXW15 3'-01" x 5'-01" X MASTER BEDROOM TYPICAL EXTERIOR WALL CONSTRUCTION © CASEMENT C35 6'-0i" x 5'-0j" GARAGE 2x6 @ 16" 0/C W/ J" EXTERIOR SNEATWING FD CASEMENT C25 4'-0 11 x 5'-0 " I CE EX. 4 5.5" KRAFT FACE INSULATION (R-21) 0 PICTURE CUSTOM 1'-6" x 1'-6" CUSTOM FLExI FRAME N1lNDOW IN GABLE TOP PLATFORM � CASEMENT CW135 2'-41" x V-51" � STEPS WINDOW NOTES: 25'-0" 25'-6" 1. WINDOWS TO BE MANUFACTURED BY ANDERSON (400 SERIES) 10'-0" PROPOSED SCREEN WALL PROPOSED ADDITION WIDTIa 2. NYS RESIDENTIAL BUILDING CODE 2020 (R312.2.2) - ANY SILL LOWER THEN 24" MUST HAVE A CONTROL DEVICE TWAT WILL NOT ALLOW THE WINDOW TO FULLY OPEN OR TO ALLOW A PASSAGE OF A 4" DIAMETER SPHERE. CENTER IN BEDROOM MANUAL RELEASE WILL ALLOW WINDOW TO FULLY OPEN. „ 3. NYS RESIDENTIAL BUILDING CODE 2020 (R310.2.1) - EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A 12 -q NET CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET. TWE NET CLEAR OPENING DIMENSIONS REQUIRED BY REPLACE BAY WINDOW W/ NEW THIS SECTION SHALL BE OBTAINED BY TWE NORMAL OPERATION OF THE EMERGENCY ESCAPE A CASEMENTS AS SHOWN WALK IN 7 PE ND RESCUE 5'-6" 5'-3" 3'-6" SCREEN 5'-6" OPENING FROM THE INSIDE. THE NET CLEAR WEIGHT OF THE OPENING SHALL BE NOT LESS THAN 24" AND THE 5 _q�l CLOSET T NEWTYCPREEN © NET CLEAR WIDTH SHALL BE NOT LESS THAN 20". © © NO7EO ALIGN 13 X I I ALIGN 4. ALL WINDOW SILLS LOWER THEN 18" TO BE MANUFACTURED WITH TEMPERED GLASS. a (3) 2x2 HDR 5. VERIFY WITH OWNER SCREENS IN WINDOWS / DOORS ---- ---------- ------------ E ________- m o -►------------ - -- r _ ' r r 2x8 HDR Tv—' (2) 2x8 ND LL �11 V _o " 12" — W 6 w P , w p w P w P 6x6 w p w P FIRST FLOOR PLAN CONSTRUCTION NOTES: 51-LOWER 12 7 -6 7 -6 �� " 13 w'P. _ LINE OF 10" ' I NEW (3) 1 x 7" M.L. �' cn FOUNDATION P05T ABOVE — — — — 6x6 ( ) 1 1 HOUR FIRE RATED SELF CLOSING DOOR `r I CONTINUOUS N R WALL BELOW UP TO RIDGE w P 31n i " 3Qx6& n i_ n 31.. i- n 24'-Gala cf! 2 �� i i 2 15 0 4 0 ( 2 25 0 z'-o" 2 0 I g O GARAGE NOTE - FIRE CODE TYPE X TNRU OUT GARAGE. USE (2) LAYERS - ONE ON EACH SIDE ON PARTITIONS BETWEEN GARAGE 4 LIVING SPACES (LAUNDRY, STAIRS, HALLWAY) (IN %j ACCORDANCE W/ 2020 RESIDENTIAL CODE OF NEW YORK STATE (FIRST PRINTING: NOV 201CQ - C MODIFIED _� ; Q = 8302.6 r Ln , a In MODIFIED Q / o I o a' o o C ) BEDROOM p a _ z o a 1 u d p w SUN ROOM - rL ;,;;, : x � x NEW RIDGE -� I u' N co -- 3Qx6& ;; 15 I 4 SEE ' I [x BEAM ABOVE N 4U a O RAILING NOTE NEW RAILING TO BE CHOSEN BY OWNER. RAILING TO 8E 36" TALL, AS PER 2020 u N a NOTE 13 m ,� NEW HSS 3 "� x " u I ( m RESIDENTIAL CODE OF NEW YORK STATE (FIRST PRINTING: NOV 201q) - R311.7.8 ALL SUB CODES BATHROOM I — --� z z u- w j 1 INCLUDED. MODIFI'EDl r 'p STEEL PIPE COL O1 �. tl G O Z ,' NOTE 12 r c=====__ 5 Q 14 ', Post ABOVE — — — — z W.P. O4 EXTEND EXISTING RIDGE - INSTALL (4) 2x8 ROOF RAFTERS - (2) EA. SIDE - BOLTED TO NEW 0 UP TO RIDGE EXTENDED RIDGE W/ (3) 5/8" DIA. THRU BOLTS x6 - - - -—�-= - o EW W12x35 2 EX. > 11 w 5TL BEAM ABOVE G w - N NEW WS5 31"0 x I" O PROVIDE STONE SADDLE AT ALL BATHROOM DOOR THRESHOLD m _� -� " NEW — . — . — . — bxb STEEL PIPE COL 6 PLUMBING WALL NOTE - 2x6 WALL FOR 4 VENT THROUGH ROOF W ' O 3 CAR �' , 0 W.P. n � n u ul li \ 5a � I Q EX. SLIDING Q GARAGE O Lam_ h u p 0 1 pC O7 WINDOW TO ALIGN TO CENTER OF GABLE. ALGIN HEAD WEIGHT W/ MAIN MOUSE WINDOW MEAD EX. SLIDING GLASS DOOR I I p p GLASS DOOR p o 3 < = HEIGHT 2" WEATHER STEP FROM FIN. FLR. TO PLATFORM 2x8 @ 16" O/C CEILING JOISTS 2 o Z G a I o (1 x @ 8'-7" AFF. TO TIE INTO NEW WSS 3j'0 x g" C-4 w R m ( a 1 .� Oq NEW WOOD PLATFORM 4 STEPS DN. TO GARAGE SLAB ROOF RAFTERS W/ (2) X1 STEEL PIPE COL u d m TIaRU BOLT PER JOIST DN. TO FILLED CONC. ' h P o I 3 1 10 REMOVE EXISTING FLAT CEILING JOISTS TO CREATE ANGLED CEILING BEDROOM FAM M I LY BLOCK SEARING j p w z bxb W.P. 11 CONTRACTOR TO VERIFY EX. ROOF RAFTERS MIN. 2x10 @ 16" O/C i200M EX. -—- NEW_W12x35 _ a DINING STL BEAM ABOVE N NEW WSS 31"0 x " p 12 USE i" GREENBOARD IN BATHROOMS * LAUNDRY ROOM x 1„ PO5T ABOVE u — — — bxb STEEL PIPE COL Lu �x 24-Gill UP TO RIDGE d p W.P. 0 13 MODIFIED SUN ROOM NOTE: CONTRACTOR SHALL REMOVE ALL GLASS WINDOWS 4 DOORS IN EX. POST ABOVE r 0 1= SUN ROOM - INSTALL NEW SCREEN PANELS 4 DOOR AS SHOWN ON PLAN 4 DETAIL SHEET A-8. UP TO RIDGE ®EMO EXISTING a u B l a o p POST ABOVE mxwxw (GARAGE I 0 cn p Q 14 NEW FIREPLACE - TO BE CHOSEN BY OWNER. TO BE INSTALLED BY QUALIFIED INSTALLER. VERIFY ,x,, EX. RIDGE UP TO RIDGE EXTEND EX. RIDGE N a(Y I p ALL CLEARANCES W/ MANUFACTURERS SPECIFICATIONS 4 FLU ASSEMBLY FOR PROPER DRAFT. SEE BEAM ABOVE „ o O Lu SPEC SHEET C-2 �j a 1 F `° 1 (XV V z a Q- NEW WALK IN CLOSET FLOOR TO BE BUILT TO ALIGN TO EX. FIN FLOOR LINE. USE 2x6 @ 16" O/C EX. CLOSET EX, CLOSET II -a" j N N _t a c j ly 15 ACQ DECK JOISTS - SEE FOUNDATION PLAN SHEET A-2 L I w tL a I � 1 a b'-1" 5' �+ -1 EX. FIREPLACE ti Q a 2 s� 3 q h d I w bxb I– m N L — . — . Z W.P. + 51-90 3'-e — 2 '� NEW COAT TYPICAL NOTES (!i NEW RIDGE x CLOSETZ BEAM ABOVE Lu p rNEW ——--Io NEW PLA m I 7-7 1. ALL INTERIOR DIMENSIONS ARE STUD TO STUD - NOT INCLUDING GYPSUM BOARD - ANY EX. EX. I PANTRY I'" DN. m ,� _ _— _ _—_a _ CABINETRY/ SHELVING DIMENSIONS SHALL BE FIELD VERIFIED BY FABRICATOR UPON COMPLETION BEDROOM FOYER - ._2xT ABOVE _8=ND (2 2x8 H R -m ( ) 2x8 -IDR N OF CONSTRUCTION U-I UT ABOVE P TO RIDGE EX. (2) &x6& 2. ALL NEW EXTERIOR WALLS TO BE 2x6 @ 16" O/C AND RECEIVE 5" KRAFT FACE INSULATION (R-21) 1 4x4 '4 4x4 4x4 6tg O K I TCI-(EN lV+ �i Z w P ry�q+� W'P' NEw W.P. � w p A - SEE SWEET G-2 FOR INSULATION OPTION. E '1 VERIFY a d NEW 1 m BEARING WALL 43 `� to $ ° ' POST ABOVE `; w+1p 1 DN. 3. ALL FLOOR SYSTEMS TO RECEIVE q" KRAFT FACE INSIULATION (R-30) BAT(-f �+ CONTROL E__________ HALLHAY �T UP To RIDGE N 3R ROOM �' '�-- POINT 5 -.,�, 3Qx6& PKT. 4. ALL DOORS - TO BE INSTALLED 5" MIN. FROM STUD WALL CORNERS FOR 4" WIDE CASING v 4xb ° �, MOLDING 4xb T W.P. w W.P. 6i_6n ° ° 1 1 as 1 1 5. DOUBLE FLOOR JOISTS UNDER ALL NON BEARING WALLS RUNNING SAME DIRECTION NEW FRONT DOOR Q 1 I 5 I s Ex. Ex. W/ SIDELITES EX. Fo Eo EX. NEW I- N i I ° nl - m 6. ALL GYPSUM BOARD TO BE ''/8" THICK - ALL BATHROOMS/LAUNDRY RM. TO RECEIVE %ll _b PDR. I NEW RIDGE 1 ° MOISTURE PROOF GREENBOARD. ALL WALLS BETWEEN LIVING AREAS 4 ATTACHED GARAGES TO 1 IN EX. ROUGH ROOM Z 1 BEAM ABOVE q'-8" 8'-6" o SEE U > _ i 1 3_o' NEW STEPS RECEIVE " FIREGODE TYPE 'X' ON BOTH SIDES. I = NEW ( NOTE 12 o m i ----i-- DOWN TO 0 0 1 X COVERED x 1 _ i 6 NEW GRADE 7. ALL STEEL CONNECTIONS TO BE STEEL TO STEEL, OR STEEL TO CONCRETE - BYPASSING ALL N aD N p I POST I I I OFFICE ��'� A WOOD CONSTRUCTION Q I ^ PORTICO ,,` I , ` 1 31 n 1 ABOVE I I i IL NEW 1x6 DECKING TO '' s'-I' s'-b" 1 4x " 1 6x6 BE CHOSEN BY OWNER—*, bxb 1 6 I 1 D I w P EX. 2x10 @ 16 O/C W 6 W P 3 2x8 DR I I 1 NE _ 3 _x12 CEILING JOISTS x 11 " M.L. HDR ,� 6x6 , - _ FLUSH HDR bxb - - - , Q I W.P. --- - W.P. LEGEND Q m NEW 18"x18" -" bxb X o JAI COMPOSITE COLUMN TO W.P. bxb BE CHOSEN BY OWNER 3'_911 31-911 W.P. I(-3) 12X8 W P (3) 2 8 HDR W.P. __---_- N NEW CAST IN PLACE CONC. WALL W/ FOOTING POST ABOVE EXISTING DOOR UP TO RIDGE NEW STAIRS NEW A� POST ABOVE FI DOWN TO GRADE LAUNDRY I UP TO RIDGE I ( _ 23'-10" CENTERLINE TO CENTERLINE OF HDR. RMS. �Cj IX c NEW STUD WALL CONSTRUCTION SEE NOTE 12 41-2" 71-211 6'-8° \ 1 , � (�J 1 EXISTING WALL X NEW DOOR - SEE SIZE ON PLAN 13'-10" 25'-10" 12'-10" 7'-6" 18'-D" �S� � ----_------ NEW COVERED PORTICO WIDTP 10 CANTILEVERED N 25'-6" DEMO WALL PROPOSED ADDITION WIDTH 1 �Q,� S � EXISTING WINDOW 14 CONSTRUCTION NOTE 77'-11" ® NEW WINDOW Q WINDOW TAG - SEE SHEET A-3 LJ FLOOD RESIDENCE DATE: 2 - 7 - 2021 w 950 CALVES NECK RD SOUTI•-IOLD NY � ISSUE FOR PERMIT" FIRST I SFLOORmjparchitecture.com site SCALE " = 1'-0" I RI PLAN @ mjpallarch gmail.com—email 631-751-3870 MICHAEL JAMES PALLADINO o ARCHITECT P.C. ARCHITECTURE o INTERIORS OF 12 NOTE #1 ROOF PLAN NOTES : - 1. INSTALL CONTINUOUS RIDGE VENTS AT ALL RIDGE BEAMS EXTEND EXISTING RIDGE - INSTALL (4) 2x8 ROOF RAFTERS - (2) EA. SIDE - BOLTED TO NEW EXTENDED RIDGE W/ (3) 5/8" DIA. THRU BOLTS 2. ALL SOFFITS TO BE OR AZEK BEADBOARD WITH 2" STRIP VENT 3. INSTALL SIMPSON LBV CONNECTORS WHERE ROOF RAFTERS MEET RIDGE BEAM (BOTH SIDES) 4. ALL FLASHING TO BE LEAD COATED COPPER - STEPPED AS REQUIRED 5. INSTALL ICE SHIELD AT ALL GUTTER/EAVES/VALLEYS, ETC. MIN. 24" UP FROM GUTTER AND RAKE LINE t 24" VALLEY LINE UP. EXTEND CRICKET * BLEND ONTO 6. SIMPSON LSgO TYPICAL AT ALL RIDGE/ VALLEY/ HIP INTERSECTIONS PROPOSED GARAGE ADDITION 7. FLAT ROOF AREA TO BE EPDM - ETHYLENE PROPYLENE DIENE TERPOLYMER RUBBER ROOFING MEMBRANE MATERIAL. PITCH ROOF - ALIGN TO EXISTING. USE `" V 2x10 @ 16" 0/C ROOF RAFTERS N INSULATION J":12 AS SHOWN. W/ J" EXTERIOR SHEATHING u x 8. ALL SLOPED ROOFS TO BE "ARCHITECTURAL LIFE TIME TIMBERLINE ASPHALT ROOFING" - BLACK / CHARCOAL COLOR. "LOW SLOPE ROOF" ONTOP. MAKE READY FOR n LOW u w EXISTING FLYING NEW FASCIA RETURN EPDM ETHYLENE PROPYLENE " Z GABLE TO REMAIN ON EX. GABLE DIENE TERPOLYMER RUBBER SLOPE EPFM ROOFING ,,� Q UNCHANGED ROOFING MEMBRANE MATERIAL DASH DOT LINE SEE ROOF DETAIL 1D - � � NEW FASCIA RETURN ' NEW FASCIA RETURN NEW FASCIA RETURN OF GUTTER _� N ON EX. GABLE — . — . — —. — . — . — . — — . —. - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - — — . — _ ` NOTES — _ r- NOTES RE-SEAL/BRITE-PLY 1 2 SU1• DECK FLANGE MUST BE TOTALLY 3' EPDM MEMBRANE ___ ___ _ __ __ _ _ _ _ COVERED BY UNCURED ELASTAFORM ______-- u--- -- ------- 3 8 HDR. ----------- - � � FLASHING � I bz6 I i I 2. MINIMUM 2" LAP SPLICE FROM NAIL HEAD I IEAL INSULATION 3. UNCURED ELASTAFORM FLASHING .-- DASH DOT LINE INSULATION MUST OVERLAP DECK MEMBRANE OF GUTTER MINIMUM 3" EXISTING 2x8 @ 16" O/C EXISTING 2x8 @ 16" O/C { ( I I ( ! TREATED WOOD NAILER 12'_7" -- 12'-q° 4. FASTENERS AND FASTENER C I II ROOF RAFTERS ROOF RAFTERS II x I SURE-SEAL/BRITE-PLY PATTERN AS RECOMMENDED BY RUBBER ROOFING MANUFACTURER t UNCURED II I FLASHING AND LAP SPLICE I -E—SLOPE— --SLOPE—�- NEW GAS GUTTER MANUFACTURER I I I w I I FIREPLACE NEW 2x8 @ 16" O/C .C4 Lu NEW 2X8 @ 16" O/C I S. TREATED WOOD NAILER MUST I I I DIRECT VENT ( ROOF RAFTERS 3 Lu ROOF RAFTERS I ( SECTION AT EDGE EXTEND PAST TOTAL WIDTH OF { I FLU TO BE J LO " I GUTTER DECK FLANGE I I � I I VERIFIED—� SLOPE p�I SLOPE I z I I I I I I SURE-SEAL/BRITE-PLY I I I T EPDM MEMBRANE O STL. BEAM I SURE-SEAL PROVIDE RIDGE I I I INSULATION SURE-SEAL/BRItE-PLY NOTES : II L�-==�__-.______________________ __+=___�___ I I VENT I i ! LAP SEALANT 1. MEMBRANE SPLICE PROCEDURE I I 15 FOR SPLICES BETWEEN CURED a ( EPDM SECTIONS rko 2. APPLY SPLICING CEMENT OVER I ENTIRE 3" MINIMUM SPLICE AREA <, w I I PRIOR TO APPLICATION OF IN-SEAM v / w op a ^ I I SURE-SEAL/BRITE-PLY SEALANT I I O ,Q / Nt1C � I L C4 I ( I EPDM MEMBRANE W Q(Y I Z I I I 3. IN-SEAM SEALANT SHALL BE // oI <� z I I I b ' 2' MIN. SURE-SEAL CONTINUOUS ALONG THE LENGTH IQ / °� c i IN-SEAM SEALANT OF THE SPLICE I N / u- W_ Lu I bx6 W.P. DN. I < I I a w �y / NEW 2x12 ON FLAT O z D_N I TO STL. BEAM I I ! fn w z w SECTION AT SEAM i t n N `Z `�' // w y .� Z I ,�I // a Z Q ��, 0? 24"x24" COUPLA TO BE I Q I w u CHOSEN BY OWNER I I 3 FLAT R DETAIL 1 ct / 6x6 •�' I I I { z NTS u- I I / X�� iA W.P. g { I �w� VIF. EX. CRICKE (D T I I (2) 2x8 RAFTER HDR. - I I I o civ I EXISTING RIDGE BEAM I EXISTING RIDGE BEAMco - I I I `t z I I 17-5 2x8 RAFTER HDR. wX6 EPDM NOTE: X I 4x6 W. DN. TO s I I RIDGE BELOW EXTEND RIDGE ""� I I EXISTING "LOW SLOPED ROOF" OVER SUNROOM TO BE STRIPPED DN. TO SHEATHING. SEE NOTE #i •-gym I N I ( INSPECT ALL WOOD SUBSTRATE FOR ROT * DAMAGE, PATCH 4 REPAIR AS REQ. MAKE u EXISTING CHIMNEY V I I q EXISTING FLYING II O O II 3 I I READY TO RECEIVE NEW "EPDM" (ETHYLENE PROPYLENE DIENE TERPOLYMER) RUBBER GABLE TO REMAIN to I ROOFING MEMBRANE MATERIAL OVER 30 LB FELT. INSTALL ICE * WATER SHIELD AS UNCHANGED I `i' rz I z WE I I i t i - NEW METAL c� i I w4x6 W.P. DN. t0 i I + PER MANUFACTURE'S SPECIFICATION t AS PER CODE REQUIREMENTS. Co a o RIDGE VENT ?�� CO a o I v BEARING WALL I N oc .�k. ,n�y C14 cY I ( z u- � B? z_ g N I I ry+ic,4 I I I I SLOPED RODE 4x4 W.P DN. TO HDR. BELOW p N I w I PROVIDE RIDGE I I NEW ASPHALT ROOF TO BE CHOSEN BY Q L9 2 F-' IY Iwo Q� VENT I I OWNER OVER 30# FELT OVER 3/4" ul I I Lu I I { I CDX EXTERIOR SHEATHING NEW 2x8 @ 16" O/C �-- --- - - -- - ---- - -- - -- ---- -ll a II ------- -- -- - --- -------- - I a ROOF RAFTERS --- ------- -- -- -- _ -- -----� L�-- - -- ---- ------ -- --- --- - -� I o _SLOPE 5:12 - I WINDOW SCHEDULE NEW FASCIA RETURN I o I a- ' ' I �"° m J ON EX. GABLE I NEW 2x8 @ 16" O/C x I "' I ,�,�, NEW 2x8 @ 16" 0/C I "' I ROOF RAFTERS �„� I { TAG TYPE UNIT # WINDOW R.O. DIM. EGRESS NOTE NEW 2x8 @ 16" O/C I .� ROOF RAFTERS I I „� I 11 q N _ ( I ,< SLOPE N _ �� QA CASEMENT C13 2 -0 9 x 3 -01 eArH i LAUNDRY - - - - - - — . —. — . — -I ROOF RAFTERS I � SLLOPE�. A V-811 I 5:12 `-' 2 8 A NEW STANDING SEAM METAL I w I I 4x6 W.P. DN. TO I © CASEMENT CXW15 V-0i" x 5'-09" X MASTER BEDROOM DASH DOT LINE �� SLOPE I z „ I Z HDR. BELOW I I 0 CASEMENT C35 �� �� GARAGE ROOF OVER 30# FELT 3 —1 -� 3 —1 I I ❑ 6 -01 x 5 —0i " 3" OFFICE OF GUTTER OVER 9/4" CDX EXTERIOR 5'12 6x6 W.P. DN. TO I ———— —— —— - w P. -—� Q CASEMENT C25 41-0;" x 5 -D SHEATHING ( HDR. BELOW I ——___—_ _ �-- - Efl— — — — — — — — Q PICTURE CUSTOM 1'-6" X I'-6" CUSTOM FLEX FRAME WINDOW IN GABLE TOP 9 I I -- • — • — • — • — • — . —. —- - - - — --- ---1-1 I _ F CASEMENT CW135 2'-4j" x 3'-5 ° — . — . — . — — . — . — . — . — . — . - - - - - - -- - - - - _ T . — . NO FLYING -T I— — SLOPE (3) 2x HDR. = - --IT I ❑ GABLE ON L — oftivill -J � 5:12 QE — WINDOW NOTES: TYP. FLYING UPPER RIDGE 1. WINDOWS TO BE MANUFACTURED BY ANDERSON (400 SERIES) GABLE TO MATCH DASH DOT LINE OFGUTTER NEW FASCIA 2. NYS RESIDENTIAL BUILDING CODE 2020 (R312.2.2) — ANY SILL LOWER THEN 24" MUST NAVE A CONTROL DEVICE EXISTING RETURN DASH DOT LINE THAT WILL NOT ALLOW THE WINDOW TO FULLY OPEN OR TO ALLOW A PASSAGE OF A 4" DIAMETER SPHERE. TYP. FLYING OF GUTTER MANUAL RELEASE WILL ALLOW WINDOW TO FULLY OPEN. GABLE TO MATCH 3. NYS RESIDENTIAL BUILDING CODE 2020 (R310.2.1) — EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A EXISTING NEW FASCIA RETURN NET CLEAR OPENING OF NOT LE55 THAN 5.7 SQUARE FEET. THE NET CLEAR OPENING DIMENSIONS REQUIRED BY 23'-10" CENTERLINE TO CENTERLINE OF HDR. THIS SECTION SHALL BE OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY ESCAPE AND RESCUE OPENING FROM THE INSIDE. THE NET CLEAR HEIGHT OF THE OPENING SHALL BE NOT LESS THAN 24" AND THE NET CLEAR WIDTH SHALL BE NOT LESS THAN 20". 7'-6" 23'-4" 4. ALL WINDOW SILLS LOWER THEN 18" TO BE MANUFACTURED WITH TEMPERED GLASS. 30'-10" 5. VERIFY WITH OWNER SCREENS IN WINDOWS / DOORS 13'-1" 30'-0" . FLOOD RESIDENCEDATE: 2 - 7 - 2021 fi,;. q50 CALVES NECK RD E B �' `� ;: `��y�`°°` ' SOUT�IOLD NY �, ,�< . , ISSUE FOR PERMIT ;"ecj mjparchitecture.com site ROOF PLAN ` r- mW1. allarchegmail.com—email pROOF " 631-751-3870 SCALE In s V-0" ; MICHAEL JAMES PALLADINO ARCHITECT P.C. ARCHITECTURE o INTERIORS OF 12 NEW 24"x24" COUPLA TO BE CHOSEN BY OWNER NEW RIDGE VENT NEW STANDING SEAM METAL ROOF I NEW DECORATIVE DIAGONAL TO EXTEND RIDGE NO FLYING GABLE OVER NEW COVERED PORTICO CREATE TRUSS ON UPPER RIDGE EW METAL NEW WALNUT/MAHOGANY CLADDING IDLE GAP NEW ASPHALT ROOF TO BE ON TRUSS SHOWN WITH POGHE I EX. CHIMNEY CHOSEN BY OWNER OVER NEW FLYING GABLE 30# FELT OVER 3/4" GDX L3 70 MATCH EXISTING NEW "WORKING" POST FOR RIDGE SUPPORT EXTERIOR SHEATHING NEW 6" FASICA BOARD ON FLY W/ 2" NAILER 12 ❑E NEW WINDOW IN GABLE �—— —— — — ——— — —— ——— — — —— — — ———— ——— —— — — I — — — —— — —— — —— — —— — — —— ——— —— —— — I 5 NEW "WORKING" HDR FOR RIDGE SUPPORT 12 I FNEW 6" COMPOSITE FASICA BOARD ON FLY W/ 2" NAILER - AZEK � - Q 5 ' =fi==---- 12 NEW 6" COMPOSITE SUB FASICA BOARD - AZEK EX. WALL LINE 2+_g� ALIGN FASICA 0, ALIGN FASICA E--- NEW OVERHANG TO EXISTING TO EXISTING 2'-8" PLATE HT. _ _ _ _ L___ Vidl-a ---3L 1 __ ------------------ __ _ -__ __ ___ _ - ALIGN FASCIA TO EX. WINDOW / DOOR_ _HEAD HEIGHT _ 6" RETURN a: 1'-4" Ln oLu - = EX. E _ ,j EX. EX. E E ❑A Q NEW SHIPLAP SIDING TO _ a 0 BE CHOSEN BY OWNER co —'N w ai w o cA � NEW SNIPLAP SIDING TO '` N JE F1 1 NEW 4" AZEK WINDOW BE CHOSEN BY OWNER I CASING TYP. - TO MATCH EX. DWELLING OIL FIN. FLR — — ._ ,— � — — — — — — — —co - - - - - - GRADE GRADE I I 6+_6" NEW I I RED 1 COL. WRAP TO BE CHOSEN I NEW FRONT DOOR I m I 1 m I BY OWNER - TYP. OF 2 1 IN EX. ROUGH OPENING PORTICO fL---------------------- ----------------------, r �1 L--------------------------- ------------------------ ------------------------------------------------ ------------------------------------------------- - NEW ------------ ---------------------NEW CANTILEVER 13'-10" 25'-10" 12'-10" io 25'-6" 1 IV FRON -_F SCALE " 1'-0" NEW 24"x24" COUPLA TO BE CHOSEN BY OWNER ASPHALT ROOF TO BE CHOSEN BY OWNER OVER 30# FELT OVER 3/4" CDX EXTERIOR SHEATHING FLYING GABLE TO 21_41' NEW RIDGE VENT MATCH EXISTING 21_4" FLYING GABLE TO MATCH EXISTING - -- - - - -- - - ----------- - ---- - -A- - --- - --- - --- ---- -- - ---- - - -- - --- - I I NEW WALL LINE - NEW WALL LINE I I 6" AZEK FASCIA ( I BOARD 6" AZEK FASCIA BOARD PLATE HT. OL WINDOW / DOOR HEAD HEIGPT WINDOW SCHEDULE 1'-4" FLY FLY 1'-4° TAG TYPE UNIT # WINDOW R.D. DIM. (EGRESS NOTE Ul ALIGN FASCIA ® ® ® � ® ® ® � ® ® ❑ ALIGN FASCIA A 1 II 1 11 _ TO EX. TO EX. ❑ CASEMENT C13 2 -0 x 3 -0 BATHROOM i LAUNDRY °0 Q 0 © CASEMENT CXW15 3'-N11 x V-0i" X MASTER BEDROOM n C CASEMENT C35 +_ ++ +_ ++ NEW SHIPLAP SIDING TO 6 AZEK CASING ❑ 6 01 x 5 0i GARAGE BE CHOSEN BY OWNER AROUND GARAGE ❑D CASEMENT C25 4'-0�" x 5'-0j" OFFICE OL FIN. FLR _ _ _ _ DOOR - TYP. OF 3 Q PICTURE CUSTOM x 1'-6" CUSTOM FLE)CI FRAME WINDOW IN GABLE 70P co - - - -- - - ❑F CASEMENT CW135 2'-41" x 3'-5i" GRADE X 1jQuj I Lu u GRADE WINDOW NOTES: NEW WOOD STEPS NEW GARAGE DOORS NEW GARAGE DOORS o z 1. WINDOWS TO BE MANUFACTURED BY ANDERSON (400 SERIES) 18" CANTILEVER I DN. TO GRADE NEW 51DEDOOR 70 BE TO BE CHOSEN BY TO BE CHOSEN BY 1 m 2. NYS RESIDENTIAL BUILDING CODE 2020 (R312.2.2) - ANY SILL LOWER THEN 24" MUST HAVE A CONTROL DEVICE I CHOSEN BY OWNER OWNER OWNER I THAT WILL NOT ALLOW THE WINDOW TO FULLY OPEN OR TO ALLOW A PASSAGE OF A 4" DIAMETER SPHERE. MANUAL RELEASE WILL ALLOW WINDOW TO FULLY OPEN. L __________________________________________ J 3. NY5 RESIDENTIAL BUILDING CODE 2020 (R310.2.1) - EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A ----------------------------------------------- NET CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET. THE NET CLEAR OPENING DIMENSIONS REQUIRED BY 47'-6" PROPOSED FOUNDATION THIS SECTION SHALL BE OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY ESCAPE AND RESCUE OPENING FROM THE INSIDE. THE NET CLEAR HEIGHT OF THE OPENING SHALL BE NOT LESS THAN 24" AND THE Qq,_O„ NET CLEAR WIDTH SHALL BE NOT LESS THAN 20". PROPOSED ADDITION 4. ALL WINDOW SILLS LOWER THEN 18" TO BE MANUFACTURED WITH TEMPERED GLASS. 5. VERIFY WITH OWNER SCREENS IN WINDOWS / DOORS SIDE ELEVATION SCALE „ = 1'-0" :., F LOO D RESIDENCE q50 CALVES NECK RD DATE: 2 — 7 - 2021 SOUTPOLD N � Y ISSUE FOR PERMIT" mjparchitecture.com siteOSELEVATION ELVATION mjpallarchogmail.com—email RIGPT ( D 631-751-3870 � t: ,. Ki11 .Y" MICHAEL JAMES PALLADINO 13ARCHITECT P.C. ARCHITECTURE o INTERIORS OF 12 EXISTING "LOW SLOPED ROOF" OVER SUNROOM TO BE STRIPPED DN. TO SHEATHING. INSPECT ALL WOOD SUBSTRATE FOR ROT t DAMAGE, PATCH REPAIR AS REQ. MAKE READY TO RECEIVE NEW "EPDM" (ETHYLENE PROPYLENE DIENE TERPOLYMER) RUBBER ROOFING NEW 24"x COUPLA TO MEMBRANE MATERIAL OVER 30 LB FELT. NEW FLYING GABLE BE CHOSENN BY OWNER TO MATCH EXISTING NEW SNIPLAP SIDING TO EXTEND NEW GABLE E —NEW WINDOW IN GABLE ONTO EX. FLAT ROOF BE CHOSEN BY OWNER EX. CHIMNEY NEW 6" FASICA BOARD ON FLY W/ 2" NAILER ® VERIFY NEW GAS NEW FASCIA RETURN NEW 6" SUB FASICA BOARD FIREPLACE FLU ON EX. GABLE NEW 6" FASICA BOARD ON FLY W/ 2" NAILS 12 NEW 6" SUB FASICA BOARD- AZEK 5" - -- ---- -- - --- F - - --- - - - - - -- — -- -- -- - - -- - - -- - - -- - - -- — - - - -- — NEW 6" AZEK E NEW FASCIA RETURN FASCIA BOARD ON EX. GABLE PLATE NT. - - WINDOW / DOOR MEAD NEIL}-1T -- I EGRESS tGRESS 3'-1011 NEW OVERHANG „ . . +1 , ::a I EX. OVERHANG w ALIGN FASCIA TO EX. I. :: : i Lu a� .9 I ° I g B � ❑ I :`�:�..�: _ _ �� `'�::�::�I ❑ ❑ NEWS I N PLAP SIDING TO I BE CW05EN BY OWNER 06 FIN. FLR — — — — — FIN. FLR. LINE — — I::?'i: ❑ N r m .... co GRADE GRADE NEW 4" AZEK WINDOW CLOSE OFF WALL AS LNFHEX. STEPS DN. RECESSED TO GRADE NEW 4" AZEK WINDOW CASING m I CASING TYP. SHOWN FOR FIREPLACE TO MATCH EX. DWELLING PANEL- TYP. NEW SCREEN TO BE SET I t WALL UNIT IN FRAMED OPENING - EE DETAIL 10 SHEET A-S L ----------------------------------------------- --------------------------- -- -------------- ----Li-------------- -- -- NEW BACK DOOR TO BE CLOSE OFF WALL AS SHOWN CHOSEN BY OWNER FOR NEW WALK IN CLOSET 146 25'-6" 25'-0" PROPOSED ADDITION IV PROPOSED SCREEN WALL 30'-M" EXISTING SUN ROOM REAR ELEVATION SCALE " _ 1'-0" STANDING SEAM METAL ROOF OVER 30# FELT OVER 3/4" CDX EXTERIOR NEW SNIPLAP SIDING TO SHEAT14ING NEW FASCIA RETURN 6" FASICA BOARD ON FLY W/ 2" NAILER BE CHOSEN BY OWNER ON EX. GABLE 6" SUB FASICA BOARD PATCH 4 21_411 REPAIR AS REQ. EXISTING FLYING 000000 GABLE TO REMAIN UNCHANGED PLATE NT. _ _ _ _ WINDOW SCHEDULE OL WiNDOW / DOOR HEAD WEIGHT TAG TYPE UNIT # WINDOW R.O. DIM. EGRESS NOTE _ I I ❑A CASEMENT C13 2'-0 1" x 3'-0�" sAt+ oori i LAUNDRY Lu EX. EX. ex' o.N. X NEW 18 x18 COMPOSITE ❑ 3 0 - X MASTER BEDROOM I._4.. E EX. EX. EX. EX. _ " " B CASEMENT CXW15 '- � x 5' 0i" o EX. FLY F ;__�� o I I COL. WRAP TO BE CHOSEN GARAGE ❑ --- N� I I © CASEMENT C35 6'-0 " x 5'-D " i r o BY OWNER - TYP. OF 2 i I I ❑D CASEMENT C25 4'-0 " x 5'-0 " OFFICE J Y 1 6x6 WOOD POST IN WRAP Lu ❑E PICTURE CUSTOM1'-6" X 1'-6" CUSTOM FLEXI FRAME WINDOW IN GABLE TOP FIN. FLi� NEW STEPS DN. TO GRADE ❑F CASEMENT CW135 x 3'-5j" WINDOW NOTES: GRADE GRADE 1. WINDOWS TO BE MANUFACTURED BY ANDERSON (400 SERIES) 2. NY5 RESIDENTIAL BUILDING CODE 2020 (R312.2.2) - ANY SILL LOWER THEN 24" MUST HAVE A CONTROL DEVICE I I THAT WILL NOT ALLOW THE WINDOW TO FULLY OPEN OR TO ALLOW A PASSAGE OF A 4" DIAMETER SPHERE. I I I I I I NEW COMPOSITE BOARI I MANUAL RELEASE WILL ALLOW WINDOW TO FULLY OPEN. o z I I I I I EX. BILCO I I o z I I I I DOOR SCREENING BUILT W/ 6" I I m i= 1 I I I I BOARD * 3/d' SPACING!-/ I I 3. NYS RESIDENTIAL BUILDING CODE 2020 (R310.2.1) - EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL NAVE A I j j j i I J f L-1 NET CLEAR OPENING OF NOT LE55 THAN 5.7 SQUARE FEET. THE NET CLEAR OPENING DIMENSIONS REQUIRED BY L----- -------------------- I I I I I I THIS SECTION SHALL BE OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY ESCAPE AND RESCUE II II I L---- J NEW SNIPLAP SIDING TO I I I I I I OPENING FROM THE INSIDE. THE NET CLEAR WEIGHT OF THE OPENING SHALL BE NOT LE55 THAN 24" AND THE NEW CONC. PIER FOOTING BE CHOSEN BY OWNER I I I I I I NET CLEAR WIDTH SHALL BE NOT LESS THAN 20". 1 I I I I I 4. ALL WINDOW SILLS LOWER THEN 18" TO BE MANUFACTURED WITH TEMPERED GLASS. LL-�-JJ S. VERIFY WITH OWNER SCREENS IN WINDOWS / DOORS ri 1-1 I-------------------------------------------------- NEW COVERED PORTICO FLOOD RESIDENCE DATE: LEFT SIDE ,Wiry 950 CALVES NECK RD 2 - 7 - 2021 "� .<��.�r�._�.._,�;�; SOUTH-TOLD NY a'�? 155UE FOR PERMIT 1 ;r SCALE �q" 1'-0" `;.,�'' E '� . REARE m jparch itecture.com site !r mjpallarchegmail.com—email �$ SIDE ELEVATION 631-751-3870 MICHAEL JAMES PALLA DING r3 ARCHITECT P.C. ARCHITECTURE o INTERIORS 0F 12 NEW RIDGE VENT- NEW ASPHALT ROOF TO BE CHOSEN NEW (2) 1q" x 11$" M.L. RIDGE BEAM BY OWNER OVER 30# FELT OVER 3/4 CDX EXTERIOR SHEATHING 10" @ 16" O/C NEW ASPHALT ROOF TO BE CHOSEN FLYING GABLE TO NEW 2"x 2_q� „ „ „ „ MATCH EXISTING NEW 2x8 @ 16 0/C CEILING JOISTS W/ q 21-411 BY OWNER OVER 30# FELT OVER ROOF RAFTERS R-30 K.F. INSULATION NEW FLYING GABLE 3/4" CDX EXTERIOR SHEATHING -----\---- I TO MATCH EXISTING RIDGE HEIGHT _ RIDGE WEIGHT NEW 2"x8" @ 16" O/C ' ------------------------------------- LBV 12 NEW 6" AZEK FASCIA BOARD OVERHANG ROOF RAFTERS Mc _ �5 NEW q" R-30 KRAFT FACED i i , , NEW 6" AZEK ALIGN FASCIA TO EX. 2 -3" - INSULATION IN CEILING ai i 1 ' - FASCIA BOARD i NEW VENTED BEAD BOARD SOFFIT `E NEW ICE al WATER enc 2x6 COLLAR TIE McA `�' SHIELDIC 24" UP MIN. @ 32" O/C NEW 2x6 DOUBLE TOP PLATE MANGER NEW q" R-30 K.F. INSULATION IN CEILING NEW VENTED BEAD NEW 2x6 DOUBLE BOARD SOFFIT Ate. 1,i"i r y�: : v" i, ,-{ ?,,. " �.,.: 1? �. ',1! 4 ` -- 1. �',1 �' i i 1 1 F 1, f '�.,P� z F A A n �p i t F 1 ,L 1. " iV"., y ] i 1 h.� r,. �h /i, . V"' ; ;,a " 1,1! va• /'. " \h 't' n r r 1 t a," ok PLATE HT. _ - - - - I /" -vr, V, v Y%, rr. rrY J,r r,'r r %� TOP PLATE PLATE -ITL . - - - - C� ('t'�1 df� vYVt r,1 e Y� ,� tv ��-� .=,�Y "v �, N, r� �l \ r fVVY�N"'1V'�,-�'JtiV�, Y v�,'v'`✓rr l� ti J�, .{ ✓Jv ti Y 1 r�, r�'�� l�� v`v^✓v" l'✓ , ..�,r. .N`�Y h,' ' .�" . " NEW 2x6 DOUBLE TOP PLATE ' NEW 6" AZEK FASCIA BOARD NEW 2"x10" @ 16" O/C WINDOW / DOOR HEAD HEIGHT NEW (3) 2x12 „ „ „ �� �� NEW 6" AZEK FASCIA BOARD " GYP. BD. - - - - THRU OUT CEILING JOISTS FLUSH HDR g" GYP. BD. 2x10 @ 16 O/C NEW W12x35 NEW W12x35 NEW 2x10 @ 16 O/C NEW VENTED BEAD BOARD SOFFIT NEW VENTED BEAD „ CEILING JOISTS W/ q" p NEW p NEW 5 R-21 KRAFT FACE TNRU OUT � R-30 K.F. INSULATION FLUSH STL BEAM FLUSH STL BEAM RE30NK.F.OINSUL TION o NEW 2x6 DOUBLE TOP PLATE PDR NEW _ BOARD SOFFIT NEW - w INSULATION - w LAUNDRY NEW o o _ OFFICE q NEW 3 0) �� -'� w �� s OFFICE -co NEW 2x6 @ 16" O/C STUD WALL w NEW 2x6 @ 16" O/C STUD WALL PALLWAY 2"x4" @ 16" O/C STUD NEW I NEW 2x6 @ 16 O/C STUD WALL +- NEW 2x6 @ 16 O/C STUD WALL RM. 1- - 0 W/ EXTERIOR SHEATHING t Q z_ 3 „ 3 CAR GARAGE 1 W/ q" EXTERIOR SHEATHING 4 Q 4 W/ EXTERIOR SHEATHING W -i WALL W/ 3.5 R-15 0 _j W/ 4" EXTERIOR SHEATHING ✓I: NEN WATETPROOF HOUSE WRAP 4 5.5 WATETPROOF HOUSE WRAP Q K.F. INSULATION WA'fETPRDOF HOUSE WRAP 5.5" ( ) NEW " SUBFLOOR NEW (2) 2x10 UNDER �� � Q= z V 5/a�� 1=1RECODE TYPE 'X' GYP. WATE7PROOF HOUSE WRAP 2 2x10 a WALL 4 WINDOW R-21 K.F. INSULATION BLOCKING m BD. TNRU OUT GARAGE R-21 K.F. INSULATION UNDER WALL SHEATHING BLOCKING POSTS NEW 5" R-21 KRAFT FACE FIN. FLR - _ _ _ _ NEW 2x6 BOTTOM PLATE FIN. FLR _ _ _ _ a/8" FIRECODE TYPE NEW 4" P. CONC. SLAB cud — — — — — — — /y_1luj '�, 16 �� �. GV '"r'ti:3 co — — — — — — /,it; ' INSULATION r1�Y C✓,'1 r'�'Y"� r. y� r t >h✓;ti_, X' GYP. BD. TNRU W/ 6x6 w4.0 / w4.0 W.W.M. GRADE BLOCKING BLOCKING 3 GRADE GRADE NEI,,) �� �� �� OUT GARAGE PITCH TOWARDS GARAGE DOORS GRADE 2 x10 @ 16 0/C " „ " NEW q" R-30 KRAFT FACED of v w " 3" CP o FLOOR JOISTS loll W/ EXTERIOR 10 o NEW 2 x10 @ 16 a v NEW (2) 2x8 SILL PLATE W/ 5/a -0 S"� ACE W/ q" R-3d io" 2'-sl" o INSULATION IN FLOOR 3 a SHEATHING t WATERPROOF 2 CANTILEVER FLOOR z O/C FLOOR JOISTS Z DIA. ANCHOR BOLT @ 36" O/C WRAP SOFFIT I K.F. INSULATION `n +o" JOISTS NEW (2) 2x6 SILL PLATE W/ 5/a" `n NEW 10" CAST IN PLACEr' FOUNDATION WALL DN. _: :;: ,;a:+:;;: NEW (2) 2x8 SILL PLATE W/ 5/a" �:� o .; :.; o DIA. ANCHOR BOLT @ 36" O/C o �� " W DIA. ANCHOR BOLT @ 36" O/C 1O 20 x10 FOOTING / NEW (2) 2x8 SILL PLATE W/ 5/a" y (3) #5 REBAR DIA. ANCHOR BOLT @ NEW 10 36" O/C ,' CAST IN PLACE NEW 10" CAST IN PLACE -10 FOUNDATION WALL DN. TO 20"x10" NEW 2" CONC. SKIM COAT W/ FOUNDATION WALL DN. 70 20 X10" W/ (3) #5 REBAR NEW 2" CONC. SKIM COAT W/ FOOTING W/ (3) #5 REBAR 6x6 w4.0 / w4.0 W.W.M. 6x6 w4.0 / w4.0 W.W.M. 47'-6" 4q'-0" I I ( 4 SECTIG)IN SECT I O - SCALE " P-0" SCALE " I'-0" NEW RIDGE VIE T--- NEW (2) 14" x 11Z" M.L. RIDGE BEAM EXTEND EXISTING RIDGE - INSTALL (4) 2x8 ROOF RAFTERS - (2) EA. SIDE - BOLTED TO NEW EXTENDED RIDGE W/ (3) 5/6" DIA. TNRU BOLTS NEW ASPHALT ROOF TO BE CH05EN EX. ASPHALT BY OWNER OVER 30# FELT OVER i „ „ „ SHINGLE ROOF NEW NEW 2x10 @ 16 O/C ROOF 2 WALK IN 21-411 '� EX. FLYING GABLE 3/4" CDX EXTERIOR SHEATHING EXTEND EX. RIDGE RAFTERS TO ALIGN TO EX. _ RIDGE HEIGHT _ _ _ _ _ _ _ _ _ _ CLOSE NEW 2"x12" ON EX. ROOF RAFTERS EX. ROOF RAFTERS NEW 2"x8" @ 16" O/C THE FLAT = NEW OVERHANG ROOF RAFTERS me 2,_3u Mc ALIGNFASCIA TO EX. 12 `- �1��� -------- ---- --��--------------------------- --------------------------- -------------------- ------------------------------------ -------------------------n----- ice+ NEW ICE * WATER uMc NEW 2x6 COLLAR SHIELD 24" UP MIN. TIE @ 32" O/C MGA ++ PLATE HT. _ _ _ _ r (x' i' s ' `.rs sf`}'S ' 1`1 s Y'` s " 'T2 r Y ,�/, Jw, ow 1 NWAWA s HANGER �� PLATE T. Mc NEW 2"x10" @ 16" O/C HANGER NEW 2x8 @ 16 O/C NEW q R-30 K.F. �� �� �� WINDOW CEILING 01575 W/ q" Mc CEILING JOIST @ 6'-7" INSULATION IN a', GYP. BD. CEILING JOIST AFF. BOLTED TO ROOF CEILING/ROOF 5 0/C / DOOR HEAD HEIGHT N NEW VENTED BEAD BOARD SOFFIT R-30 K.F� INSULATION TNRU OUT- RAFTER x6 �� RAFTER (2) J" TNRU MODIFIED _ - ut NW (2) 2x6 DOUBLE TOP PLATE �, i NEW 2 @ 16 O/C STUD BOLT PER JOIST s., _ o z f' 0 C ' ' " SUN ROOM NEW 2x4 @16" MODIFIED MODIFIED w p o NEW WALL W/ �" FIRECODE co do w NEW 2x6@ 16 O/C STUD WALL = 0 3 CAR TYPE X GYP. BD. $ 5.5 a W/ 5" EXTERIOR SHEATHING $ ' w —' GARAGE R-21 K.F. INSULATION EX. 7" STEP DN. O/C STUD BEDROOM BATHROOM WATETPROOF' HOUSE WRAP t +c 1i Q SEE GARAGE FROM FIN. FLR. WALL ALGIN 5.5" R-21 K.F. INSULATION NOTE BELOW NEW (2) 2x6 SILL PLATE W/ W DIA. ANCHOREX. 4" SLAB i_IN_ FLR NEW (3) 2x10 HDR BOLT @ 36" O/C — — — — - — — — _ — — co GRADE SLOPE SLAB — �- -- — -- — .- EX. SLAB TO BE CUT BACK t REST EX. 2"x8" @ 16" O/C GRADE NCH SEE DETAIL 2 FLOOR JOISTS ON NEW HAU - NEW 2x6 WALMONIZED EX. o ALIGN FOUNDATION WALL TO o z SHEET A-2 PLATE ON EX. SLAB CRAWL SPACE SLAB @ GARAGE DOOR OPENING `n NEW 4" P. CONC. SLAB FOR SLEEPER JOISTS W/ 6x6 w4.0 / w4.0 W.W.M. NEW 10" CAST IN PLACE PITCH TOWARDS GARAGE DOORS ::,: �: FOUNDATION WALL ON. TO 20"x10" NEW 2x6 16" DIG ACO SLEEPER NEW 10" CAST IN PLACE FOOTING W/ (3) #5 REBAR JOISTS TO ALIGN TO EXISTING FOUNDATION WALL DN. TO 20"x10" -10n FLOOR HEIGHT EX. 4" SLAB FOOTING W/ (3) #5 REBAR EX. FOOTING EX. FOOTING GARAGE NOTE - NEW 5/8" FIRE CODE TYPE 'X' TNRU OUT GARAGE. USE (2) LAYERS - ONE ON EACH SIDE ON PARTITIONS BETWEEN GARAGE 4 LIVING SPACES (LAUNDRY, STAIRS, HALLWAY) (IN ACCORDANCE W/ 2020 RESIDENTIAL CODE OF NEW YORK STATE (FIRST PRINTING: NOV 201cl) - R302.6) ICf" ,SECTION „ " �.00D RESIDENCEDATE: 2 - 7 - 2021 SCALE 1 -0 q50 CALVES NECK RD /SOUT�4OLD, NY ISSUE FOR PERMIT . .,: pal v c, •� SECTIONS ON IC A m jparch itecture.com site mjpallarchogmail.com—email 631-751-3870 MICHAEL JAMES PALLADINO o ARCHITECT P.C. ARCHITECTURE c3 INTERIORS A 70F 12 VIF. EXISTING CONDITION OF SCREEN WALL NOTE: MODIFIED SUN ROOM SCREEN WALL TO BE ROOF RAFTERS t PDR OVER. WINDOWS TO BE REMOVED. WRAPED W/ AZEK COMPOSITE MATERIAL INCLUDING, POSTS, EXISTING 2x10 ROOF RAFTERS W/ AJUSTED RECESSED PANELS, MOLDINGS, 4 BASE MOLDING. 52" x 4" BIRDS MOUTH FOR NDR, H3 CONNECTION NEW METAL RIDGE CAP I OL TOP OF HEADER NEW (3) 14" x Ilg" M.L. RIDGE BEAM r DECORATIVE CLADDING ONTOP OF_ _WINDOW_ _ — _DOOR HEAD _ / I-IEIGHT NEW STANDING SEAM METAL ROOF UNDERSIDE OF PDR. i— _ i OVER 30# FELT OVER 3/4" CDX EXTERIOR SHEATHING NEW BEAD BOARD SOFFIT ON BEAD BOARD SOFFIT ANCHOR TO HDR. LBv UNDERSIDE OF ROOF RAFTERS NEW 2"x8" @ 16" 0/C Mc COMPOSITE MOLDING NEW (3) 2x12 HDR ROOF RAFTERS AZEK OGEE T.O. HDR @ 8'-0" i SCREEN MOLDING OVERHANG TO CL OF NDR. 143 N3 NEW (3) 13/4" x 7Y4" M.L. HDR WRAPPED W/ 41110A NEW G" AZEK FASIA HOARD Mc mc ADJUST OVERHANG TO ALIGN TO Y2" AZEK COMPOSITE MATERIAL NEW (3) 2x12 PDR EX. FASCIA BOARD ELEVATION PLATE HT. NEW HDR WRAPPED W/ AZEK T.O. NDR @ 8'-0" 20x20 FINE MESH o ,w -�--- — — — - — — 4 FRAMING ANCHORED TO 2x FLAT STOCK COMPOSITE WRAPPED W/ AZEK FLAT � TYP. INSECT SCREENING - 1 °'- z OL WINDOW / DOOR DEAD HEIGHT MATERIAL ' STOCK COMPOSITE MATERIAL HDR/ PLATE - CLAD W/ 2" AZEK CHARCOAL PULL TIGHT m I I I I FLATSTOCK COMPOSITE MATERIAL - SECURED WITH OGEE I I NEW I I EX. FASCIA BOARD w II 6x6 COVERED FRONT I I = MOULDING AS SHOWN Q —ice �" NEW BEAD BOARD SOFFIT I I W.P. I I NEW BEAD BOARD SOFFIT v I PORTICO 6x6 � 10" CAP w co NEW 1x6 DECKING TO BE i SCREEN MOLDING x F- II 1 AZEK OGEE ° I I CHOSEN BY OWNER j j w II 11 ANCHOR TO STUD WALL o FIN' FLR I 1 I FINISHED CAP -104 , m GRADE L - - - - - - - - - - - - - - - - - - - - - - - - - - GRADE 2x6 @ 16" 0/C STUD - ® WALL WRAPPED W/ AZEK ----,-, HDR (BEYOND) w^ NEW 24"x24" CAST IN PLACE Q NEW 2"x8" @ lb" 1�" AZEK SOLID CROWN CONC. PIER W/ ANCHORED P05T ''`% ~ NEW 24"x24" CAST IN PLACE PROJECTION MOLDING �w - 0/C DECK JOISTS ,. CONC. PIER W/ ANCHORED POST 3 :;y:'•. '. .,,:�.;r. BUILT UP AZEK w d � w FLATSTOCK TO MAKE Lu NEW 48"x48"xl8" DEEP CAST IN PLACE NEW PANEL CONC. PIER - W/ (4) #5 REBAR FIN. FLR _ _ u AZEK — — to �u SIC- SCREEN ROOM c° FLATSTOCK qr, SLAB FLOOR LINE �' _ _ _ _ _ _ _ BASE DI 4 d G d ' r� L(1SECTION ° ANCHOR 2x6 BOTTOM SCALE �" 1'-D" ±S" BASE MOLDINGS PLATE TO CONC. GRADE a EX. CONC. FOUNDATION NEW STANDING SEAM METAL ROOF OVER 30# FELT OVER 3/4" EXISTING "LOW SLOPED ROOF" OVER SUNROOM TO BE STRIPPED DN. TO SHEATHING. INSPECT CDX EXTERIOR SHEATHING ALL WOOD SUBSTRATE FOR ROT t DAMAGE, PATCH 4 REPAIR AS REQ. MAKE READY TO DETA IL OF SCREEN RECEIVE NEW "EPDM" ETHYLENE PROPYLENE DIENE TERPOLYMER RUBBER ROOFING NALL u u i MEMBRANE MATERIAL OVER 30 LB FELT. EX. RIDGE BEAM NEW 2x8 @ 16 0/C ROOF RAFTERS 21-411 SCALE �" s 1'-0" VIF. 2x4 @ 16"O/C (.x4 bxb KNEE WALL wP wp VERIFY EX. 2x10 @ 16" O/C ROOF RAFTERS W/ MODIFIED BIRDS MOUTH T- - - - - - - ,T - - - - - - - - - - - - -- -- „ - - - - - - - - NEW ICE t WATER Mc „ 12 i i i i i CLADDED DECORATIVE/ NU7/MANOGAN SHIELD UP 24 MIN. 2 L__ - NEW (3) 1i" x 7j" M.L. HDR iBv EX. COLLAR mc T I E PLATE NT. mc C= -- ----✓ --------- - ----------- --------- o WINDOW / DOOR HEAD 4EIGHT ^Y^r� ------ -r NEW V GYP. ---- BD. THRU OUT EX. 2x8 @ 16" O/G 11 NEW BEAD i�+- CEILING JOIST FRYER BOARD EW (3) 1 n x III" M.L. IDR MODIFIED DEMO EX. BIRDS MOUTH CEILING JOISTS SOFFIT NEW DECORATIVE COLUMN WRAP Lu MODIFIED NEW 3.5" R-15 EX. NEW N dDLuco w o SUN ROOM K.F. INSULATION F 1"I I L NEW (2) 2X10 LEDGER 0., ; COVERED r w W NEW 2xB @ 16 O/C CEILING ROOM ANCHORED INTO I.X. w 6x6 n nc w FOUNDATION. SEE LEDGER w.P. FRONT PORTICO JOIST @ S -7 AFF. BOLTED t, DETAIL(!)- SHEET A-2 Q w TO ROOF RAFTER (2) " Nw I I NEW STEPS DN. TO GRADE OIL FIN. FLR_ _ _ _ _ THRU BOLT PER JOIST `o - - - - - - - NEW (3) 2x12 HDR o_ GRADE EX. 2x10 @ 16" JOIST W3 me1. GRADE EX. 4" SLAB O/CFLOOR JOIST '- M� :. NEW 12"x4" CAST IN PLACE CONC. - EX. STEPS DN. EX. STL. BEAM mc TO GRADE o ABU, 21-011PAD FOR STAIR LANDING EX. . :,.; NEW 241x24 CAST IN PLACE m BASEMENT <� CONC. PIER W/ ANCHORED EX, 8" CONC. BLOCK ` '"" 1': POST ABOVE FOUNDATION WALL EX. FOOTING 41-0" - * NEW 48"x48"x18" DEEP CAST IN PLACE NEW 2x8 @ 16" O/C CONC. PIER W/ (3) #5 REBAR ACQ DECK JOISTS EX. 4" SLAB DECKING FINISH TO BE EX. FOOTING CHOSEN BY OWNER EX. FOOTING SECT101 - SCALE " -0" FLOOD R DATE: _ 7 - s 1 q50 CALVES NECK RD 20� SOUTWOLD NY � ,.••. - p�, ISSUE FOR PERMIT 1g �V .` ?, SECTION I D _ D I t ' E - El E ^ E I m jparch itecture.com site I mjpallarch�gmail.com—email 631-751-3870 MICHAEL JAMES PALLADINO ARCHITECT P.C. ARCHITECTURE o INTERIORS OF 12 LEGEND A ® RECESSED DONNLIG14T - SQUARE - WHITE BAFFLE - 18W LED LAMP (100 W EQUAL) OB RECESSED DOWNLIGHT ON SLOPED CEILING - SQUARE - WHITE BAFFLE - 18W LED LAMP (100 W EQUAL) ❑w WATER PROOF LIGHT IN TUB OR SHOWER - LED +6 JUNCTION BOX - OWNER SUPPLIED LIGHT FIXTURE Te WALL MOUNT JUNCTION BOX - OWNER SUPPLIED LIGHT FIXTURE Tj EXTERIOR WALL MOUNT JUNCTION BOX - OWNER SUPPLIED LIGHT FIXTURE �C CLOSET LIGHT DECORA LIGHT SWITCH ••..•-••••••.•.•••••.•.•••••. DIMMER SLIDE DECORA SWITCH 3 NEW DECORA 3-WAY LIGHT SWITCH WALK IN 1A DECORA 4-WAY LIGHT SWITCH CLOSET I F MECHANICAL VENT - NUTONE QUIET FAN - 100 CFM MIN. S C HARDWIRED SMOKE ALARM/ CARBON MONOXIDE UNITS AS APPROVED BY NFPA 72 — FH� MEAT DETECTOR - - q I - - - - Ami" - - - - q F �--•� TASK LIGHTING UNDER UPPER CABINETS i:: i I FI 8'-0" D LONG LE i. : f MODIFIED MODIFIED �..• \ ► BEDROOM GM GARAGE MOTOR TO BE CHOSEN BY OWNER — I , I SUN ROOM I GM BATHROOM .I Q ' -�; I i A q :) I r+13 SAFETY GARAGE LASER LIGHT - MANUFACTURER SPECIFICATION - JB "" , ;I 1 ( I r OFF SLAB FOR AUTOMATIC RETRIEVE .1B ' \ � I NEW � F1 8'-0" LONG LED 3 CAR GARAGE % GM ........ S C a i I I EX. EX. BEDROOM FAMILY EX. DINING L - - - - - - - - - - - - - ROOM SC 1 F F1 8'-0" LONG LED ........ i ( � 1 GM .� .................. �\ EX. CLOSET EX, CLOSET .................... Q. ...... NEW \ \ Q. PANTRY \� S CN ...... �} T . — . — . — . — . � • � NEW COAT 3 CLOSET EX. EX. .. ...... j q j = —....---....-- BEDROOM FOYER EX 1 3: KITCHEN u S C —` ----- BAT�-I W - NEW S C ''------- i - Of 1 ROOI"I : -y- HALLWAY ► ................. . NEWS =L 5A111 'll 13 ROOM— ............ OOM SLOPE SLOPE} 5:12 5:12 'Roll6----a 41 LJ • SC ... .............................................. ......................... e ........... ..................................... ........................ . . ........................................................................... ........................ . NEW LAUNDRY NEW RM. NEW COVERED OFFICE PORTICO -� FLOOD RESIDENCE DATE: q50 CALVES NECK RD 2 7 2021 W {{fir ,>-�� �� `� ;�„ • SOUTPOLD, NY 15SUF FOR PERMIT C CEILINGVI S FLOOR TL mjparchitecture.com site SCALE " = 1'-0" _ ..� FIRS FOOR mjpallarch gmail.com email d ~ REFLECTED CEILING 631-751-3870 P. .. ��,.. O'' �, n ✓' MICHAEL JAMES PALLADINO ARCHITECT P.C. ARCHITECTURE o INTERIORS OF 12 WINDOW NOTE: FASTENING SCHEDULE(R602.3(1)) All new windows and glass doors shall meet theSIMPSON requirements of the large missile test of ASTM 1996 and (PER 2020 RESIDENTIAL CODE QF NEW YORK STATE (FIRST PRINTING: NOV 2018)) 1 RIDGE BEAM re re ASTM E 1886. NUMBER OF HGR. ® 16" SEE PLAN FOR SIZE) 1D STUDS JOINT DESCRIPTION NAIL SPACING ROOF RAFTERS ® 16" O.C. "� LAG ( O 6, oOc ,.� COMMON NAILS BOLTS ® 16" CONTINUOUS RIDGE VENT _ WOOD FLOOR TRUSSES The Contractor shall provide pre-Cut 1/2" plywood) panels to R O Q F F R A M I N G FASTEN SHEATHINGSIMPSON cover the glazed openings & Shall pre drill edges to accept TO HEADER WITH 8d HEADER SEE PLAN a NAILS IN 3' GRID H-3 HURRICANE 12" #8 wood screws and provide adequate number of screws 1. BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO PATTERN AS SHOWN SIMPSON CMSTC16 ON BOTH CLIP ® 16" V/ for fastening. TOP PLATE 3-8d TOE NAIL SIDES OF OPENING, OPPOSITE SIDE OF SHEATHING SIMPSON SI EACH RAFTER H SIDE SIMPSON CS20 � SIMPBSON NAILS CODE ANALYSIS 2. CEILING JOIST TO TOP PLATE PER JOIST, TOE NAIL ® 16" O/C (5) 8d 14" W NAILSEA (2) 8d NAILS ® 3" O.C. IN OF RIDGE H SiDE o 4e7 OC OCCUPANCY: 3. CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, LAPS DOUBLE STUDS Residential-Single Family Detached OVER PARTITIONS SEE SECTIONS R802.5.2 AND TABLE R802.5.2 3-16d FACE NAIL [ ] X1" PLYWOOD SHEATHING EXTERIOR "O LAG C520 S P REFERENCE STANDARDS: FACE: Xi" GYPSUM BOARD INTERIOR BOLTS ® 16" 0 16" OC BEND STRAP OVER L FACE WITH 5d COOLER NAILS ® 7" SIMPSON U210 �,OF TRUSS 2020 RESIDENTIAL CODE OF NEW YORK STATE (FIRST PRINTING: SOLID BLOCKING AT O.C. HGR. ® 16 (1) SIMPSON H2 16" NOV 2019) ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDING 4. CEILING JOIST ATTACHED TO PARALLEL RAFTER (HEEL JOINT) TABLE FACE NAIL SHEATHING JOINTS AND OTHER STRUCTURES [SEE SECTIONS R802.5.2 AND TABLE R802.5.1] R802.5.2 AC4 EA. SIDE ROOF RAFTERS CLIMATE ZONE 116 o EACH FLOOR TRUSS DOUBLE STUDS (SEE PLAN FOR SiZE) CStB STRAP WITH 6d NAILS DEGREE DAYS 5750 5. COLLAR TiE TO RAFTER 3-10d FACE NAIL EACH RAFTER DESIGN LOADS: 6. RAFTER OR ROOF TRUSS TO PLATE 2 TOE NAILS ON ONE Decks/Balconies: 60 psf 3-10d SIDE AND 1 TOE NAIL X"o ANCHOR BOLT O 12" O.C. W/ 20 WOOD STUDS Attics: 20 psf ON OPPOSITE SiDE OF 2" X 2" X Y4" STEEL WASHERS (MIN o 16• oc Rooms other than Sleeping Rooms: 40 psf EACH RAFTER/TRUSS OF 2) Sleeping Rooms: 30 psf Stairs: 40 psf 7. ROOF VALLEY OR HIP 3-10d TOE NAIL GIRDER CONNECTION DETAIL RIDGE DETAIL © CATHEDRAL CEILING CANTILEVER DETAIL _CANTILEVERED FLOOR JOIST DETAIL (TJIl Roof- 45 psf o# RAFTERS;ROR ROOF RAFTER'TO 2-INCH RIDGE TYPE "C5-PF" BRACE WALL DETAIL PORCH RAFTER f Basle Wind Speed: 110 mph BEAM Dead Loads: 10 psf 2-16d END NAIL DEFLECTION LIMITS: Floors: L / 360 W A L L F R A M I N G 4" " Rafters with no finished ceiling attached: L / 180 8. STUD TO STUD (NOT AT BRACED WALL PANELS) 16d 24" O.C. FACE NAIL ENERGY NOTES 9. STUD TO STUD AND ABUTTING STUDS AT INTERESTING WALL 16d 16" O.C. FACE NAILAC4 EA. SIDE CORNERS (AT BRACED ROOF WALL PANELS) RAFTERS 2•x6' HANDRAIL 2' a` BALUSTERS 1. Calculations are valid up to 5999 degree days. 16" O.C. EACH EDGE O " a.0 10. BUILT-UP HEADER (2" TO 2" HEADER WITH l¢" SPACER) 16d FACE NAIL 2. Certified conformance for Zone 119. O 0 0 1 "X lo-XTri" 3. Wood framed floors, walls and ceilings shall have an approved vapor barrier 11. CONTINUOUS HEADER TO STUD 4-8d TOE NAIL _ m 3" o.c. O ZO O 2`f O.C. r.. ASE PLATE (permeance rating of 1.0 perm) installed on the "warm In winter" side of 12. TOP PLATE TO TOP PLATE 16d 16" O.C. FACE NAIL THAN OVERFRAMING I H p thermal insulation. RAFTERS N w 0SIMPSON CB44 FACE NAIL ON EACH 3/6" a LAG N 4. Windows and sliding doors shall have a max. air infiltration rating of 0.3 SIDE OF END JOINT BOLT o EACH J �.jV POST BASE CFM per square foot of window area. Swinging doors shall have a max. ROOF RAFTER O O STRAP o i6` O.C. "• + P q 9 g 13. DOUBLE TOP PLATE SPLICE 8-16d (MINIMUM 24" LAP .. air infiltration rate of 0.5 CFM per square fool: of door area. SPLICE LENGTH EACH SIMPSON LSO I tL (a) 3: x 12' SIDE OF END JOIN o EACH 4"x4' T `f a LON ° ' 5. Skylight shafts shall have a minimum insulation value of R-19. O�vERFRAedIN w/DIAGONAL p BOLTS ;,• BRACE e I • t 2'6'X 110" 6. Garages - front, sides, doors, interior shall have max. U-.40 14. BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR 16d16' O.C. FACE NAIL 2"xto" TREAD 0I ad NAILS FOOTING �•) BLOCKING (NOT AT BRACED WALL PANELS) 7. All fireplaces hall be provided with a damper for outside combustion air " O (V o 2"t O.C. 15. BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR 150-200 CFM. All flues shall have tight seated damper with a max. air 2-16d (2) EACH 16O.C. 6d NAILS leakage of 20 CFM. All fireplaces shall have tight-fitting non-combustible BLOCKING (AT BRACED WALL PANELS) FACE NAIL 2"x10'STRINGER O 3" O.C. : :.•: doors. ROOF 16. TOP OR BOTTOM PLATE TO STUD 4-8d TOE NAIL ROOF RAFTERS SIMPSON 44 •. 8. The Contractor shall submit the design, size and type of mechanical 2-16d END NAIL POS BASE systems which will be used, in sufficient detail, as required by the Building Department. 17. TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS 2-16d FACE NAIL +~;.:;•?;r';r /FLOOR PATH. FRAMING DETAIL LOAD PATH/FLOOR 9. All thermostats shall be adjustable from 55 degrees to 85 degrees 18. 1" BRACE TO EACH STUD AND PLATE 2-8d FACE NAIL " `•'�:' STAIR/RAILING DETAIL LOAD FOOTING DETAIL Fahrenheit. 19. 1"x6~ SHEATHING TO EACH BEARING 2-8d FACE NAIL `= 4x4 POST CONNECTION DETAILS 10. All ducts and pipes shall be insulated as required by code. 0. 1"XB" AND WIDER SHEATHING TO EACH BEARING 3-Bd FACE NAIL FALSE VALLEY CONNECTION DETAIL FRAMING DETAIL 11. HVAC Contractor shall verify heat loss calculations. F L O O R F R A M I N G 12. All cellar and/or basement doors shall be insulated. 21. JOIST TO SILL, TOP PLATE OR GIRDER 3-8d TOE NAIL 13. The Engineer certifies that to the best of his knowledge, belief, and 22. RIM JOIST, BAND JOIST, OR BLOCKING TO SILL OR TOP 8d 6" O.C. TOE NAIL NOTE: THIS DETAIL IS APPLICABLE professional judgement that the plans are in compliance with 2020 PLATE OR OTHER FRAMING BELOW WHERE FLOOR JOISTS ARE PARALLEL X" SHEATHING RESIDENTIAL CODE OF NEW YORK STATE (FIRST PRINTING: NOV 2019) 23. 1'X6' SUBFLOOR OR LESS TO EACH JOIST 2-8d FACE NAIL TO DECK JOISTS SIDING SI PSOlf, 142A SIMPSON 24. 2" SUBFLOOR TO JOIST OR GRIDER 2-16d BUND AND FACE NAIL BAND JOIST OR ENGINEERED FLASHING FOR OOF FTE TO TUD CONNECTOR SIMPSON CS20 25. 2" PLANKS (PLANK AND BEAM -FLOOR AND ROOF) 2-16d EACH BEARING, RIM BOARD WATER TIGHTNESS CONNECTOR SAFETY GLASS REQUIREMENTS FACE NAIL 2" MIN. 3'a' DECKING 26. BAND OR RIM JOIST TO JOIST 3-16d END NAIL AS PER SECTION R-308 DBL. TOP PLATE 20d NAIL EACH LAYER AS FLOOR JOIST SAFETY GLASS REQUIRED AT THE FOLLOWING LOCATIONS: FOLLOWS: 32" O.C. AT 27. BUILT-UP GIRDERS AND BEAMS, 2" LUMBER LAYERS TOP AND BOTTOM AND TRIPLE STUD 1. Any glazing in any door type STAGGERED 1 MIN. FACE NAIL AT ENDS 5" MAX. DECK JOIST 2. Glazing in any wolfs enclosing a shower, tub, sauna or steam room.* 2-20d AND AT EACH SPLICE 2" MIN. WOOD STUDS DECK TENSION TIE (DTT12) ® 16 O.C. SIMPSON 3. Any windows within 24" of a door.* 28. LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-i6d AT EACH JOIST OR JOIST HANGERS ST 2215 RAFTER, FACE NAILCONNECTOR A FULLY THREADED %"0 LAG SCREW LEDGER WITH FASTENERS IN 2X4 CRIPPLE 4. Any individual pane of glass with an area greater than 9.0 sq. ft. where 29. BRIDGING OR BLOKCING TO JOIST 2-10d EACH END, TOE NAIL PREDRILLED W MIN 3" PENETRATION STUDS O 16" OC the bottom is less than 18" above the adjacent finish floor within 36' of / ACCORDANCE WITH TABLE SIMPSON the window. EDGES INTERMEDIATE TO CENTER OF TOP PLATE, STUDS, R507.9.1.3(1) SOLID BLOCKING MSTC28 (INCH.) SUPPORTS OR HEADER ® GYP.BD. JOINTS CONNECTOR 5. Glazing in walls of spas, hot tubs or indoor pools within 5'-0" of the HOLD-DOWN DEVICE SIMPSON DTT1Z AT A FULLY TREADED J-0 LAG water.* 30, 3b" _ " SCREW PREDRILLED W/ MIN 3" 6d (SUBFLOOR, WALL), 8d (ROOF) 6 12 4 LOCATIONS. EVENLY DISTRIBUTED J¢" GYPSUM BOARD PENETRATION TO CETER OF TOP 6. Glazing in stairways and landings within 5'-0" horizontally of a walking 31. e9's2 ALONG DECK AND ONE WITHIN 24" OF EACH FACE WITH 5d - 1' 8d 6 12 PLATE, STUDS, OR HEADER. 4'-0" surface.* EACH END OF THE LEDGER. HOLD-DOWN COOLER NAILS ® 7" 4'-D"TO 17-0" 32. 1)6-- 1Y" 10d 6 12 DEVICES SHALL FULLY ENGAGE DECK O.C. (EDGES & FIELD) MAX. + THE REQUIREMENT DOES NOT APPLY IF THE BOTTOM EDGE OF THE GLASS IS JOIST PER HOLD-DOWN MANUFACTURER. MORE THAN 60" ABOVE THE FLOOR. OTHER EXTERIOR WALL SHEATHING 33. X1" STRUCTURAL CELLULOSIC 1X1" GALVANIZED ROOFING NAIL 3 6 FIGURE R507.9.1.3(2) SIMPSON UDTO STUD ASPHALT ROOF SHINGLE NOTES FIBERBOARD SHEATHING PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS STUD TO STUD 34. 29V STRUCTURAL CELLULOSIC134• GALVANIZED ROOFING NAIL 3 6 FIBERBOARD SHEATHING 1. Asphalt roof shingles shall have self-sealing strips or shall be interlocking and shall comply with the requirements of ASTM D-225 or D-346, 35. X" GYPSUM SHEATHING 1X1" GALVANIZED ROOFING NAIL 7 7 LEDGER ? STAGGER FASTENERS IN 2 ROWS 2. All fasteners for asphalt roof shingles shall bet galvanized steel, stainless 36. Y1" GYPSUM SHEATHING 13'4" GALVANIZED ROOFING NAIL 77 LAG SCREW OR BOLT steel, aluminum, or copper roofing nails. Fasteners shall be minimum 12 NO CIAL UF IFT CON CTORS QUIRED gage shanked with a minimum 3/8" dia. head, and of sufficient length to N SIMPSON WOOD STRUCTURAL PANELS, COMBINATION 5.5" MIN FOR 2" X 8" THIS REA penetrate through the roofing materials 3/4" and into the sheathing. 6.5' MIN FOR 2" X 10" MSTC28 SUBFLOOR UNDERLAYMENT TO FRAMING + + CONNECTOR 3. Asphalt roof shingles shall have the minimum number of fasteners as 5" MAX + 7.5" MIN FOR 2' X 12" required by the manufacturer. 37. 3i AND LESS 8d 6 12DISTANCE SHALL BE PERMITTED 4. For normal applications, asphalt roof shingles a minimum of six (6) 3g• T�"_ 1• 8d 6 12 SCREWS ARE USED OR BOLT 1" MIN, TO BE REDUCED TO 4.5" IF LAG 1 fasteners per shingle where the esus is 20 feet or higher above grade or 51M1'S0N where the base wind speed is 120 mph or greater. 39. 1Ye"-tY" 10d 6 12 2" MIN. SPACING IS REDUCED TO THAT OF 512215 LAG SCREWS TO ATTACH 2 X 8 SIMPSONCS20 "0 A.B. NOTE: LEDGER TO 2 X 8 BAND JOISTS. CONN�CTO� *SEE TABLE R602,3(2) FOR ALTERNATE ATTACHMENTS ® 48" O.C. ®18 a•a• ALL STRAPPING SHALL BE 1Y4 X 20 GAGE(SIMPSON GENERAL CONSTRUCTION NOTES CS20 OR EQUAL) AND SHALL HAVEA MiNIMUM REQUIREMENTS FOR WOOD STRUCTURAL FIGURE R507.9.1.3(1) HEADER TIE DOWN DETAILS BEARING OF 12" ALONG RAFTER/STUD/JOIST NEW YORK STATE (FIRST PRINTING: NOV 2019k all work shall also conform to 1. All work shall conform to the requirements of the 2020 RESIDENTIAL CODE OF PANEL WALL SHEATHING USED TO RESIST PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS TYPE "GB" BRACE WALL FACE (TYPICAL FOR ALL CONDITIONS) • the requirements of any other Codes and authorities having jurisdiction. The WIND PRESSURES (R602.3(3)) Contractor shall obtain and arrange for all required permits. Inspection, certificates and tests. (PER 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (FIRST PRINTING: NOV 2019)) i 2. All foundations shall rest on undisturbed soil of 1 T.S.F. bearing capacity, MINIMUM WOOD MINIMUM MAX WALL PANEL NAIL ULTIMATE DESIGN SIMPSON H-14 � 2•x4' TOP RAIL contractor shall have the level of acceptable bearing strata verified in the MINIMUM COMMON NAIL STRUCTURAL NORMAL PANEL STUD SPACING WIND SPEED (MPH) TRUSS TO TOP PLATE 2"x6" WOOD CAP-,-- HIP field. PANEL SPAN THICKNESS SPACING WIND EXPOSURE (2) SIMPSON 2'x2" BALUSTERS RATING DGES FIELD CATEGORY requirements and recommendations of ACII-301-99 PENETRATION(in) H2A HURRICANE 3"x3"x1/4" WASHER & NUT O 5" O.C. 3. All Concrete to conform to re q ("O.C.) ("O.C.) B C D CLIP ® 16" (1) SIMPSON SP2 O 2•x4' BOTTOM RAJL "Specifications for Structural Concrete for Buildings" (fc" � 3500 psi); All "0 ® 12" 0/C STUD TO TOP PLATE I Z exposed slabs ,garage slabs, and steps shall be 4000 psi air-entrained. 1.5 24/0 36 16 6 12 140 115 110 SIMPSON H-3 HURRICANE Reinforcing steel shall conform to ASTM A-615 Grade 60. M 16 6 140 135 4X4 WOOD CUP O 16" O.C. � 12 170 4. All framing members shall be Douglas-Fir #2 (Fb = 1000psi); provide (3) 2x8 1.75 24/16 X® 24 6 12 140 115 110 PRE-FAB WOOD ROOF POST O 48' 34 CLEAR header over all wall openings, unless otherwise noted. TRUSSES ® 24" O.C. CEDAR DECKING 5. Micro-lam girders (ML) shall be laminated veneer lumber with E-2.oxlO PSI. NAILING NOTES 8d NAILS ® 12" Fb a 2,800 PSI, as manufactured by TRUS-JOIST McMiLLAN. 8 FIELD IN PLYWOOD Xz' 0 THRU BOLTS 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON CENTER AT THE PANEL EDGE. 6. Double frame around all openings, under parallel walls and under bathtubs. IF WALL SHEATHING IS NAILED 3" ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR Provide Simpson hanger connections at all flush structural load bearing CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE " 0 ANCHOR BOLT ® 39" 8d NAILS ® 6" 12 2"x10" P.T. DECK JOISTS O conditions. CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. SIMPSON 0210 O.C. 7" MIN. EMBEDMENT O.C. EDGES IN PLYWOOD a X MAX. 16' 0/C DN. ® POST HGR. ® 16" L O Q 6"x6" P.T. 7. All concrete block shall conform to ASTM C90; Mortar shall be type "M' 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF [Xi' PLYWOOD SHEATHING EXTERIOR g POSTS O 6' AC6 EACH SIDE NAILS SHALL BE PERMITTED TO BE REDUCED TO 1 - 16d PER FOOT. --------- - --- - - - - - FACE; )�" GYPSUM BOARD INTERIOR 0/C SIMPSON A866 8. All steel work shall conform to the requirements of the AISC "Specifications SOLID FACE POST BASE for Design, Fabrication and Erection of Structural Steel for Buildings". Steel 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED; CHECK IBC BLOCKING I 2x6 STUDS ® 16"o.c. shall conform to ASTM A-572(GRADE 50) and A-501 FOR ADDITIONAL REQUIREMENTS. Y .' _ i/2'•ANCHOR BOLT RAFTER/TOP PLATE CONNECTION DETAIL PORCH(DECK/HOUSE CONNECTION DETAIL OINTsw00D GRADE (MIN. EMBEOMratr) 9. All electrical work shall conform to local NEC and Underwriters Laboratory 4. ALL QUANTITIES ARE BASED ON 16" OC SPACING FOR RAFTERS, JOISTS AND STUDS. requirements. ''.`. 5. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON TRIPLE STUD --- 10. Pre-fabricated fireplaces and flues shall be UI" approved. EACH SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. a ,•- ! -i 11. Install smoke detectors and carbon monoxide detectors in accordance with all p Z - ' .:•�•'; _-, state and local code requirements. 6. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONES ATTACHMENT l _ REQUIREMENTS SHALL BE USED. SIMPSON CS20 FOUNDATION WALL ':': :','• 1`i PORCH/DECK/JOIST 12. The Contractor shall verify all existing conditions before starting construction ® 16" O.C. CONNECTION D ETAI L and shall notify the engineer of any ambiguities or discrepancies befo-e proceeding with the work. If any questions arise before or during construction DECK LEDGER CONNECTION TO BAND JOIST (7) 8d NAILS as to the intent or details of the drawings, the contractor shall call the engineer, Thomas D. Reilly, at (631) 724-7888 for clarification and/or TYPICAL CS-WSP BRACE WALL DETAIL instructions. If the contractor fails to follow the aboverocedure, he shall JOIST SPAN assume all responsibility for the consequences of his actand/or decisions. CONNECTION DETAILS s s' a-t'10 e u 6-t'm tc�r trr-f m t7-o' tY-t'10 u•-s• 14-t•m tC-6 ta'-t'ro to-0' SIMPSON CS20 (7) 8d NAILS 13. The owner shall arrange for supervision of the construction work to insure ON CENTER SPACING OF FASTENERS t"n STRAP WRAPPEDDAARR D.C.OUND SIMPSON CS20 STRAP ® 16" O.C. compliance with the contract documents. DOUBLE 2X6 SILL PLATE ®LAG SCREW W/rMAX SHEATHING 30 23 16 15 13 11 10 WRAPPED AROUND DOUBLE 2X6 14. When using ACQ pressure treated lumber all nails, screws, sill plates and wind 36 36 34 29 24 21 19 straps must be hot dipped galvanized or stainless steel fasteners }" 0 BOLT W/ }" MAX. SHEATHING � Z SILL PLATE 3'x3"x1/4" c i EGRESS WINDOW SCHEDULE CALL SLEEPING ROOMS0 BOLT W/ 1' MAX. SHEATHING 36 36 29 24 21 18 16 WASHER & NUT FLOOD 3"x3"x1/4" WASHER & NUT RESIDENCE DATE: 2 - 7 - 2021 ) � •�°�='�:��:�� q50 CALVES NECK RD CLIMATIC & GEOGRAPHIC DESIGN CRTIERIA (4) 10d NAILS FLOOR ROOM NAME EEQ'D CLEAR OPENING PROVIDED (S.F.) (4) 10d NAILS 5/g 0 ANCHOR BOLT /^:'3 ,,:`',p PA, "'d`� t SOUTI-IOLD NY ISSUE FOR PFRi'11T 2filJ N1NCP� 51GN 5tNFdL 5WTC'fOD{i`• Af PY R 313" 0 ANCHOR BOLT FIRST 5.7JJ Gz l tJ (MIN. 7" EMBEDMENT) >G -%�r�F�Ft r. ti nv 1,�1ro v,�ir.-r 41 (MIN. 7" EMBEDMENT) 0 39" O.C. t ��' �t�� _gar. v I!c!n�F :R,>-II�> .ra • z .. v ( SECOND 5.7 c p, a, � crrzr�rnr, _�rrr:k IV,' ?� I1 �Q!err „� ® 39' O.C. ,. :•. ,,I' TYF . 11T��---III-� I mjp Ste ?.�N I V N IMe: Tuvc_,,:rari ,EVF� °, - Yt=[ar� • ��� Dice.- I >� Ii.�S architecture.com i= � ae: J'4�ym jpallarchegmail.com-email " b!IIJf'2 IrEiti<ns: Fli'G? IZ fJ'salJ 11•'� lJ. �'�• w.....a'+c':' urk.n Fhaa- °FJ�LIId; Ava.l� CODE S� E ET 631-751-3870 'WITlE!1'• rre ISUP SEISMIC - "C' �! ?3 ?� Wlrx __[ALL OTHER LONG ISLAND - 'B' FOUNDATION FLOOR ^" t FOUNDATION WALL/FLOOR2020 ENERGY CONSERVATIO / WALL CODE OF NEWSTATE NV SECTION 1609 AS MICHAEL JAMES PALLADINO ARCHITECT P.C. APPLIES FOR THIS PROJECTNAND THE 20 9N NYS UNIFORM CODEKSUPPLEMENTSTANDNASCE 7-10 ENGINEER D DESIGN FOR FRAMING DETAIL FRAMING DETAIL SNOW AND WIND LOADS AS THE REFERENCED STANDARD. ARCHITECTURE o INTERIORS OF 12 GENERAL N07ES GIFECIFICA71ONS STRUCTURAL STEEL: DECKING GENERAL A5TM A572 - Fy = 50 K51 ALL STRUCTURAL STEEL CONNECTIONS TO BE PROVIDED BY FABRICATOR IN ACCORDANCE WITH AMERICAN INSTITUTE OF STEEL CONSTRUCTION ALL NEW DECKING, STEPS, PLATFORM ETC SHALL BE CONSTRUCTED WITH ACQ STRUCTURAL MATERIAL (JOISTS, HEADERS ETC) FINISHED W/ IPE DECKING. AS THESE DRAWINGS ARE TO CONVEY THE OVERALL DE51GN INTENT AND GENERAL SCOPE OF WORK. ALL CONNECTIONS. ASSEMBLIES, AND DETAILS REQUIRED TO CARRY OUT THI5 (Al5C). INDICATED ON PLANS - DECKING TO BE INSTALLED WITH 5TAINLE55 STEEL RING SHANK NAILS - DI5CU55 W/OWNER OPTION TO FINISH W/TREX/ COMPOSITE PROJECT ARE TO BE PROVIDED BY THE GENERAL CONTRACTOR. THE CONTRACTOR IS TO CHECK AND VERIFY ALL EXISTING CONDITIONS AT 51TE AND EXAMINE THESE DOCUMENTS ALL STEEL COLUMNS SHALL BEAR DIRECTLY ONTO CONCRETE OR STEEL TO STEEL (NO WOOD TO BE "SANDWICHED" BETWEEN COLUMN AND STEEL). DECKING. AND BE RESPONSIBLE FOR ALL MEASUREMENTS, DIMENSIONS AND CONDITIONS. ANY DISCREPANCIES ARE TO BE REPORTED TO THE ARCHITECT BEFORE BID SUBMISSION AND OR SUBCONTRACTOR TRADES (IE: ELECTRICIANS, PLUMBERS, HVAC, ETC.) ROOFING: COMMENCEMENT OF WORK. SHALL NOT DRILL THROUGH, NOTCH OR ALTER ANY STRUCTURAL MEMBERS UNLESS INSTRUCTED BY GENERAL CONTRACTOR AND AS PROVIDED FOR IN THESE CODE SECTIONS ALL ROOF ASSEMBLIES TO BE IN ACCORDANCE WITH CHAPTER 9 - 2020 RESIDENTIAL CODE OF NEW YORK STATE(FIRST PRINTING: NOV 2019). INSTALL ALL THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENT WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. - ROOFING AS SHOWN ON PLANS * AS INDICATED BELOW. COMMENCEMENT OF CONSTRUCTION WILL SIGNIFY THAT THE OWNER, CONTRACTOR AND ALL TRADE AND SUB CONTRACTORS WILL HOLD THE ARCHITECT HARMLESS FOR ANY AND ALL 8502.8 - R.502.8. 1 - R502.8.2 - R502. 13 - RG02.6. 1 GABLE t PITCHED ROOF AREAS: GC TO INSTALL GAF "TIMBERLINE LIFE TIME TIMBERLINE ASPHALT ROOFING" OVER 30LD FELT OVER 4" EXTERIOR PLYWOOD CDX ERRORS, OMISSIONS, AND PERSONAL LIABILITY. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ACT5 AND OMISSIONS OF HIS OR HER EMPLOYEES AND ALL SUBCONTRACTORS, THEIR AGENTS AND EMPLOYEES AND ALL OTHER PERSONS PERFORMING ANY WORK OR SERVICES UNDER CONTRACT WITH THE CONTRACTOR AWARDED THE PROJECT. CONTRACTOR SHALL 8802.7. - 8802.7.2 SHEATHING. COLOR TO MATCH EXISTING DWELLING - VERIFY FINAL COLOR DECISION WITH HOME OWNER. INSTALL AS PER MANUFACTURER'S SPECIFICATION. SUPERVISE AND DIRECT ALL WORK USING H15 BEST SKILL AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, NO NOTCHING OR CUTTING OF FLANGES OF STEEL BEAMS TO BE ALLOWED EPDM NOTE: EXISTING "LOW SLOPED ROOF" OVER 5UNROOM TO BE STRIPPED DN. TO SHEATHING. INSPECT ALL WOOD 5UB5TKATE FOR ROT t DAMAGE, PATCH TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THI5 AGREEMENT. 4- REPAIR AS REQ. MAKE READY TO RECEIVE NEW"EPDM" (ETHYLENE PROPYLENE DIENE TERPOLYMER) RUBBER ROOFING MEMBRANE MATERIAL OVER 30 LB FELT. ALL WORK SHALL CONFORM TO THE 2020 RE5I0ENTIAL CODE OF NEW YORK STATE(FIRST PRINTING: NOV 20 19) , ENERGY CONSERVATION CODE AND ALL RULES AND REGULATIONS CONTRACTOR TO INSTALL ALL NAILING AS PER SCHEDULES 4- FASTENERS AS SHOWN ON SHEETS C-I IN COMPLIANCE WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE INSTALL ICE * WATER SHIELD AS PER MANUFACTURE'S SPECIFICATION * A5 PER CODE REQUIREMENTS. OF LOCAL AUTHORITIES HAVING JURISDICTION, INCLUDING THE LATEST EDITIONS OF THE NATIONAL FIRE CODE AND ALL REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH (FIRST PRINTING: NOV 2019) AND MANUFACTURERS SPECIFICATIONS � ANY RELATED CONSTRUCTION CODES HAVING JURISDICTION _METAL ROOFING (NEW COVERED AREA) CONTRACTOR TO INSTALL BLACK STANDING SEAM METAL ROOF SYSTEM AS PER 2020 RESIDENTIAL CODE OF NEW ACT. YORK STATE(FIRST PRINTING: NOV 20 19) CHAPTER 9 P,905.3-P, 905.4.6 4 R905. 10.5 r ALL OTHER ROOFING INSTALLATION REQUIREMENT AS PER THI5 HOME OWNER INSULATION SPECIFICATION: CHAPTER* MANUFACTURERS SPECIFICATION. INSTALL METAL ROOFING OVER 30 LB FELT W/ ICE * WATER SHIELD. TO CONFORM TO CHAPTER 4 (RESIDENTIAL ENERGY EFFICIENCY) 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE(FIRST PRINTING: NOV 2019) HOMEOWNER SHALL PAY FOR ALL REQUIRED PERMITS FROM ALL AGENCIES HAVING JURISDICTION, INCLUDING -TOWN OF SOUTHOLD. IT IS THE RESPONSIBILITY OF THE HOMEOWNER ADOPTS WITH AMENDMENT IECC 2018 - 5EE SHEET C-3 FOR ADDITIONAL DETAILS. SEE ATTACHED NYS RES CHECK PROVIDE ICE � WATER SHIELD AT GUTTER/ FASCIA LINE MIN 24" UP ROOF. ALL VALLEYS, AND AL ROOF TO VERTICAL WALL INTERSECTIONS TO RECEIVE ICE TO OBTAIN A FINAL SURVEY TO SECURE: C/O FROM THE TCWN OF SOUTHOLD AT PROJECT COMPLETION. WATER SHIELD. PROVIDE ALL FLASHING, STEP FLASHING, REGLET INTO MASONRY CHIMNEY AT ROOF INTERSECTION. THE EXTERIOR THERMAL ENVELOPE SHALL CONTAIN A CONTINUOUS AIR BARRIER- ANY JOINTS OR BREAKS SHALL BE SEALED. CONTRACTORDO NOT STORE MATERIALS ON ROOF, NOR POSITION INSTALLATION EQUIPMENT IN LOAD CONCENTRATIONS EXCEEDING DE51GN LIVE LOADING. • 2x4 WALLS -8-15 - 3.5" KRAFT FACE INSULATION (HIGH DENSITY) DO NOT INSTALL ZIP WALL SHEATHING SYSTEM - ONLY PLYWOOD AS PER MANUFACTURERS SPECIFICATIONS. IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO SCHEDULE ALL SITE INSPECTION WITH BUILDING DEPT., PROVIDE FINAL UL ELECTRICAL UNDERWRITERS CERTIFICATE, RELEASE OF 2x6 WALLS - K-21 - 5.5" KRAFT FACE INSULATION LIENS FROM SUBCONTRACTORS AS WELL A5 GENERAL CONTRACTOR. IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN FINAL C/O , • 2x 10 CEILINGS - R-30 - 9" KRAFT FACE INSULATION DECORATIVE COUPLA SIZE � LOCATION TO BE INSTALLED AS PER PLANS. DISCUSS WITH HOMEOWNER STYLE * OPTIONS. • 2x 10 FLOOR- R-30 - 9" KRAFT FACE IN5ULATION IF IN THE COURSE OF CONSTRUCTION, CONDITION EXISTS WHICH DISAGREE WITH THAT AS INDICATED ON THESE DRAWINGS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE RECESSED DOWN LIGHTING FIXTURES INSTALLED IN BUILDING ENVELOPE SHALL BE SEALED TO GYPSUM BOARD DRYWALL CEILING - AIR TIGHT IC RATED. CAULKING * FLASHING: ARCHITECT IMMEDIATELY. SHOULD HE FAIL TO FOLLOW TI"15 PROCEDURE AND CONTINUE TO WORK, HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. CONTRACTOR TO INSTALL ALL FLASHING AND FASTENERS @ROOFING/WALL FACADE, WINDOWS t- DOORS. FLASHING TO BE LEAD COATED COPPER SECTIONS DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. PROVIDE PICTURE FRAME AIR 5EAL TO PA55 (3) AIR CHANGES PER HOUR. COMMON WALLS * FLOOR SYSTEM OF GARAGE � CONDITIONED AIR SPACE TO BE AIR TIGHT SEALED. (FULL LENGTH OR STEPPED - INDUSTRY STANDARD 20 GA. OR BETTER. IN ACCORDANCE WITH 8703, 8.703.8, SECTION 8903, 8903.2 � 905.2.8 OF 2020 SEE SHEET C-3 FOR ADDITIONAL INSULATION/ ENERGY SPECIFICATIONS * DETAILS. RE5IDENTIAL CODE OF NEW YORK STATE(FIRST PRINTING: NOV 201 9) ABSOLUTELY NO CONSTRUCTION DEBRIS OR MATERIALS SHALL BE BURIED ON SITE OR BURNT ON SITE. ALL RE=MNANTS OF CONSTRUCTION SHALL BE LAWFULLY REMOVED FROM THE OPTION - CONTRACTOR MAY INSTALL CLOSED CELL SPRAY FOAM INSULATION THRU-OUT NEW CONSTRUCTION IF INSULATION VALUES MEET OR EXCEED RES CHECK MINIMUM ALL ROOF PENETRATIONS TO RECEIVE SILICONE - LIFETIME CLEAR COLOR AND/OR TAR . PITCH AT ALL VENT PIPES STAND PIPES, etc. PROJECT 517E IN DUMP5TER AND DISPOSED OF AS PER GOVERNING LAWS OF THE STATE OF NEW YORK AT LANDFILLS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE AS REQUIREMENTS � INSULATION VALUES INDICATED ABOVE * ON PLAN. MANY DUMP5TER5 AS REQUIRED THRU OUT DURATION OF CONSTRUCTION. CONTRACTOR SHALL AT ALL TIMES KEEP THE PROJECT 51TE CLEAN FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY ITS PERFORMANCE OF WORK AND OR TRADE. UPON COMPLETION OF PROJECT CONTRACTOR SHALL LEAVE THE PROJECT BROOM CLEAN, REMOVE ALL DOOR* WINDOW FRAMES TO RECEIVE CLEAR 51LICONE CAULKING AS REQUIRED FOR A WATER/WEATHERPROOF INSTALLATION. ALL DEBRIS, TOOLS, CONSTRUCTION EQUIPMENT, PORTA 5AN5, ETC. MAKE READY FOR HOMEOWNERS CLEANING SERVICES AND LANDSCAPERS. FINISHED CARPENTRY: CONTRACTOR SHALL SUPPLY ONE (1) PORTA SAN FACILITY AT ALL TIMES ON SITE THRU OUT THE DURATION OF THE CONSTRUCTION AND SHALL BE SERVICED TWICE WEEKLY. CONTRACTOR SHALL PROVIDE AN ALLOWANCE FOR FINISHED MOLDINGS THRU OUT NEW CONSTRUCTION GUTTER* LEADERS: (CONTRACTOR TO DISCUSS WITH OWNER ROOM RECEIVING NEW MOLDING). CONTRACTOR TO INSTALL ALL GUTTERS * LEADERS THRU-OUT NEW CONSTRUCTION. VERIFY ALL FULL LENGTH OF GUTTER AND LEADERS DN. TO EXISTING THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL PURCHASE AND PAY FOR THE C05T OF INSURANCE COVERAGES AS REQUIRED. COPIES OF ALL INSURANCE CERTIFICATES ARE TO (ALLOWANCES ARE FOR FURNISH AND INSTALL). DRYWELL5. GUTTERS * LEADERS TO BE MANUFACTURED BY DANY COIL EXTRUDED ALUMINUM - SQUARE BOX SHAPE. COLOR TO BE WHITE. VERIFY W/ HOME BE SUBMITTED TO OWNER UPON REQUEST. ALL COVERAGES REQUIRED SHALL INDEMNIFY AND HOLD HARMLESS THE HOMEOWNER TERRY 4 MAUREEN FLOOD, AND ARCHITECT MICHAEL " CROWN MOLDING: ........................... $20.00 PER LINEAR FT. OWNER COLOR* STYLE. JAMES PALLADINO ARCHITECT; P.C. FROM ALL AND AGAINST ALL CLAIMS. DAMAGES, LOSS, OR EXPENSE ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF THE WORK AS WINDOW AND DOOR CASINGS ...... .....$10.00 PER LINEAR FT. DEFINED IN SECTION 3. 18 OF THE A.I.A. DOCUMENTS AND A201- THE GENERAL CONDITIONS CONTRACT. POLICIES SHALL BE FOR WORKMAN'S COMP, COMPREHENSIVE LIABILITY, BASE MOLDING ................................ $ 15.00 PER LINEAR FT. PREFAB GAS FIREPLACE - DIRECT VENT AUTOMOTIVE LIABILITY AND ALL ADDITION INSURANCES REQUIRED FOR CONDUCTING THE PROJECT. CONTRACTOR TO INSTALL ZERO CLEARANCE GAS FIREPLACE UNIT AS INDICATED ON PLANS, PROVIDE ALL VENTING, TRIPLE WALL FLUE PIPING, REQUIRED ALL MOLDING SHALL BE PAINT GRADE POPLAR, BIRCH OR MDF APPROVED MATERIAL. CONTRACTOR SHALL COUNTER 51NK ALL NAIL AND BRADS FILL AND MAKE READY FOR CLEARANCES, INSULATION ETC AS PER MANUFACTURER'S 5PECIFICATION5 t 2020 RE5IDENTIAL CODE OF NEW YORK STATE(FIRST PRINTING: NOV 2019) WORKMAN'S COMP FINAL PAINTERS PREP BEFORE PAINTING. CHAPTER 10 SECTION R 1005, � IN ACCORDANCE WITH UL 127 t ALL GAS * ELECTRIC CODES THAT PERTAIN. PROVIDE CHIMNEY CAP UL LISTED #TESTED IN ACCORDANCE WITH UL 12 7. . INSTALL FIRE-STOP SPACERS AT EACH CEILING/ FLOOR LEVEL. INSTALL ATTIC INSULATION SHIELD, BRACES. HANGERS CHIMNEY I . A5 REQUIRED ACTORS NEW YORK STATE FLASHING AND CAPS. AS PER 1005.8 OF 2020 RE5IDENTIAL CODE OF NEW YORK STATE(FIRST PRINTING: NOV 20 19) INSTALL INSULATION SHIELD BETWEEN 2. ALL SUBCONTRACTORS 3. ALL INDEPENDENT GYPSUM BOARD: CHIMNEY* INSULATION MATERIAL. WHERE CHIMNEYS PA55 THROUGH ATTICK SPACE. THE SHIELD SHALL TERMINATE NOT LE55 THAN 2 INCHES ABOVE THE TICE CONTRACTORS 4. THIRTY (30) DAY NOTICE OF CANCELLATION ALL GYPSUM BOARD TO BE 5/8"THICK THROUGH OUT UNLESS OTHERWISE NOTED - ALL GYPSUM BOARDS INSTALLED IN LENGTHS AND DIRECTIONS WHICH WILL MINIMIZE INSULATION MATERIALS AND SHALL EB ECURED IN PLACE TO PREVENT DISPLACEMENT. VERIFY WITH MANUFACTURERS SPECIFICATIONS FOR CLEARANCES NUMBER OF END JOINTS AND 5EAM5. ALL WALLS AND CEILINGS TO RECEIVE 3 COATS OF TAPE AND SPACKLE. IN CATHEDRAL CEILINGS AREAS - CONTRACTOR TO USE REQUIRED AWAY FROM COMBUSTIBLE SURFACES COMPREHENSIVE GENERAL LIABILITY FIBERGLA55 REINFORCED TAPE. IT 15 THE RESPONSIBILITY OF THE PAINTING CONTRACTOR TO PERFORM THE FINAL PREP ON ALL WALLS, CEILINGS, AND TRIM WOODWORK, FOR I . $3,000,000 COMBINED SINGLE LIMIT PERSONAL IN..URY LIABILITY AND PROPERTY DAMAGE LIABILITY ALL PRIMERS AND PAINTING. ZERO CLEARANCE GAS FIREPLACE UNIT (IN MODIFIED SUNROOM) TO BE MANUFACTURED BY HEARTH AND GLO, HEATILATOR, OR EQUAL. ALL FINAL DECISIONS 2. CONTRACTOR HOLD HARMLESS AGREEMENT FOR STYLE OF FIREPLACE, ETC. SHALL BE DISCUSSED AND APPROVED BY OWNERS. 3. PRODUCTS LIABILITY AND/OR COMPLETED OPERATIONS BATHROOMS * LAUNDRY RM. - CONTRACTOR TO INSTALL-5" MOISTURE PROOF"GREENBOARD"THRU OUT. IN 5HOWER ASEA5 - INSTALL J" DURA ROCK/WUNDES BOARD ELECTRICAL: 4. OWNER SHALL BE NAMED AS ADDITIONAL INSURED CEMENT BOARDS THRU OUT INCLUDING CEILING IF TILE 15 TO BE INSTALLED. ALL ELECTRICAL WORK TO BE PERFORMED BY A DULY LICENSED ELECTRICIAN - ALL WORK TO BE DONE IN STRICT ACCORDANCE WITH ANY REQUIRED 2020 5. THIRTY(30 DAY NOTICE OF CANCELLATION RE5IDENTIAL CODE OF NEW YORK STATE(FIRST PRINTING: NOV 2019), part vin chapter 34-4 1 AS WELL A5 APPLIANCE INSTALLATION E 101 , BOARD OF GARAGE NOTE - USE 5/8" FIRECODE TYPE 'X' THRU OUT GARAGE. USE (2) LAYERS - ONE ON EACH SIDE ON PARTITIONS BETWEEN GARAGE * LIVING SPACES (IN ACCORDANCE UNDERWRITERS, U.L. WORK WILL INCLUDE BUT NOT LIMITED TOO: ELECTRICAL SERVICE CONNECTION AND DISTRIBUTION SYSTEMS, PANEL BOARDS, LIGHTING AUTOMOBILE LIABILITY W/ 2020 RESIDENTIAL CODE OF NEW YORK STATE (FIRST PRINTING: NOV 20 i 9) - 8302.6) FIXTURES, POWER AND CONTROL WIRING WITH FINAL CONNECTIONS TO ALL EQUIPMENT REQUIRED FOR A COMPLETE SYSTEM. ALL PANELS, SUB PANELS, I . $3,000,000 COMBINED SINGLE LIMIT BODILY INJURY LIABILITY AND PROPERTY DAMAGE LIABILITY EQUIPMENT TO BE HOUSED IN UTILITY ROOM IN GARAGE. CANCELLATION CAUSE TO BE MODIFIED AS FOLLOWS: SHOULD ANY OF THE DESCRIBED POLICIES BE CANCELED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL PAINTING * FINISHES MAIL 30 DAYS WRITTEN NOTICE OF THE CERTIFICATE HOLDER. ALL WALLS * SURFACES AS INDICATED ON PLANS ARE TO BE MADE READY FOR BOTH PRIMER* PAINT. CONTRACTOR TO PREPARE ALL FINISHED CONSTRUCTION FOR PAINTER ALL CONDUCTORS TO BE COPPER WITH A MINIMUM WIRE SIZE OF #I WITH (ALUMINUM CONDUCTORS SHALL NOT BE USED ANYWHERE ED THIS PROJECT). THE WITH PREP, 1T 15 THE RESPONSIBILITY OF THE PAINTING CONTRACTOR TO DO "ALL" FINAL PREPARATIONS OF WALLS, MOLDINGS. TRIM, ETC. FOR FINISHED PRIMER � ELECTRICIAN TO ENSURE THE CONDUCTORS UTILIZED ARE IN KEEPING WGOOD PRACTICE FOR CIRCUIT/PROTECTIVE DEVICES EMPLOYED. THE ELECTRICIAN TO ENSURE THAT THE CIRCUIT AMP CAPACITY AND SHORT CIRCUIT OVERLOAD PROTECTION IS APPROPRIATE FOR THE EQUIPMENT AND OR AMOUNT OF LIGHTS OR THE ABOVE COVERAGES ARE MINIMUM REQUIRED BUT NOT LIMITED TOO � CONTRACTOR SHALL VERIFY WITH BUILDING DEPT. FOR ANY ADDITIONAL COVERAGES OR LIMITS REQUIRED FINISH PAINT OR WALL COVERINGS. OUTLETS BEING INSTALLED. FOR PERMIT ISSUANCE. FLOORING: OUTLETS: ALL OUTLETS TO BE INSTALLED ON EACH WALL OR WITHIN 8'-0" APART AS PER CODE. GFI OUTLETS TO BE INSTALLED THRU OUT BATHROOMS/KITCHENS MATERIALS: CONTRACTOR TO VERIFY WITH HOME OWNER ALL FINISHED FLOORING THRU-OUT ALL SPACES. PREPARE ALL SUB FLOORING ACCORDINGLY FOR EACH FLOORING APPLICATION. AS WELL AS ANY AREAS WITHIN 5'-0" FROM A WATER SOURCE, AS PER CODE. IN BATHROOM CONTRACTOR/ELECTRICIAN, ALL MATERIALS USED IN THE PERMANENT CONSTRUCTION OF THE PREMISES SHALL BE NEW AND UNUSED. THE CONTRACTOR SHALL GUARANTEE THE WORK OF EACH TRADE AND THE WINDOWS AND DOORS: LIGHTING/5WITCHE5: ALL LIGHTING AND SWITCHING TO BE INSTALLED AS PER PLANS. VERIFY WITH OWNER ANY ADDITIONAL LIGHTING AND/OR TYPES (PENDANTS, ENTIRE WORK OF THIS CONTRACT FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE OWNER. ALL NEW WINDOW DESIGNATIONS ARE TO BE 400 SERIES BY ANDEK50N WINDOW - SIZE AND FUNCTION AS INDICATED ON PLANS. -VERIFY WITH OWNER STYLE * OPTIONS SCONCES, LIGHTING, ETC) DURING THE WIRING PROCESS. VERIFY TYPE OF LIGHTING BEING INSTALLED * ALL REQUIRED WIRING AND/OR LOW VOLTAGE WIRING, OF HARDWARE FOR WINDOWS * DOORS TRANSFORMERS. INSTALLED AS PER CODE FOR EACH TYPE. UNDER GROUND UTILITIES: ALL WINDOWS TO BE LOW"E" GLAZING PANELS, PROVIDE ALL'TRUSCENE" INSECT SCREENS. ALL WINDOWS TO BE MATCHING WHITE METAL FINISH. ALL WINDOWS TO RECEIVE ELECTRICIAN SHA L PROVIDE ALL REQUIRED E IT 15 THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND SUBCONTRACTORS TO CONTACT 5UFFOLK COUNTY TO LOCATE ALL UNDER GROUND/ UNSEEN UTILITY LINES AND PIPING, MATCHING HARDWARE. ALL GLAZING LE55 THAN 18" ABOVE FINISHED FLOOR MUST BE TEMPERED. ANY SILL LOWER THEN 24" MUST HAVE A CONTROL DEVICE THAT WILL NOT L Q SERVICES TO POWER ALL TC. FOR A CO H.V.A.C. SYSTEM. THIS SHALL INCLUDE, HEAT PLANTS, AIR HANDLERS, INCLUDING BUT NOT LIMITED TOO... GAS, ELECTRIC, WATE2, SEPTIC/SEWER, CABLE, PHONE, ETC. PRIOR TO ANY EXCAVATION REQUIRED FOR NEW CONSTRUCTION OF 5TRUCTUR.E5 ALLOW THE WINDOW TO FULLY OPEN OR TO ALLOW A PASSAGE OF A 4" DIAMETER SPHERE - INCLUDE MANUAL RELEASE WILL ALLOW WINDOW TO FULLY OPEN. INSTALL ALL COMPRESSORS, WATER HEATERS, RELAYS, DISCONNECT SWITCHES, ETC. FOR A COMPLETE OPERATING SYSTEM, ALL INSTALLED AS PER NY STATE RESIDENTIAL OR REQUIRED CONNECTIONS TO UTILITIES. REQUIRED WEATHERSTRIPPING, FLASHING, SET LEVEL AND TRUE FOR A PROPER MANUFACTURERS APPROVED INSTALLATION. EXTERIOR CLADDING COLOR TO BE WHITE BUILDING AND ELECTRICAL CODES HAVING JURISDICTION. ALUMINUM CLADDING. PRIOR TO ANY DEMOLITION TO ANY PART OF EXISTING DWELLING CONTRACTOR TO SHUT DOWN ALL ELECTRICAL SERVICES. SUPPLY A LIMITED ELECTRIC SOURCE FOR CONSTRUCTION SMOKE DETECTORS, CARBON MONOXIDE DETECTORS, * HEAT DETECTORS PURPOSES AS PER CODE. CONTACT PSEG FOR TEMPORARY ELECTRICAL SERVICES. CAP OFF ALL PLUMBING AND OR GAS LINES (CONTACT UTILITY COMPANY FOR RfQ'D PROCEDURES INTERIOR DOORS: PROVIDE AN ALLOWANCE OF $300.00 PER DOOR(INCLUDING HARDWARE). STYLE AND FINISH (IE: PAINT GRADE, MDF COMPOSITE, STAINED CLEAR WOOD) CONTRACTOR TO INSTALL SINGLE STATION 5MOKEJCARBON DETECTORS AS SHOWN ON PLANS IN COMPLIANCE WITH THE NY5EC, A510. 83 14.3 DETECTORS FOR CAPPING OFF AL PER CODE 4 UTILITIES HAVING JURISDICTION) TO BE DETERMINED BY OWNER. SHALL BE ELECTRIC AND SHALL BE DIRECTLY CONNECTED TO THE LIGHTING CIRCUITS WITH NO INTERVENING SWITCHES. PROVIDE ALL IN ACCORDANCE WITH MODIFIED SUN ROOM NOTE: CONTRACTOR SHALL REMOVE ALL GLASS WINDOWS DOORS IN EX. SUN ROOM - INSTALL NEW SCREEN PANELS DOOR AS SHOWN ON PLAN 2020 RE5IDENTIAL CODE OF NEW YORK STATE(FIRST PRINTING: NOV 2019). INSTALL SMOKE AND CARBON MONOXIDE DETECTORS AS PER CODE AND AS CONCRETE/ FOUNDATIONS / MASONRY': (FOR ALL NEW FOOTINGS 4 CONCRETE WORK SHOWN ON PLAN - EXISTING FOUNDATION WALLS TO REMAIN) DETAIL SHEET A-8. SHOWN ON PLANS BUT NOT LIMITED TOO. SINGLE AND MULTIPLE STATION SMOKE ALARMS SHALL BE INTERCONNECTED SO THAT THE ACTUATION OF ONE ALARM ALL FOUNDATION WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE 2020 RE5IDENTIAL CODE OF NEW YORK STATE(FIRST PRINTING: NOV 2019), OR GREATER AS WILL ACTIVATE ALL ALARMS THRU OUT IN ACCORDANCE WITH R3 14.6. POWER SOURCE FOR SMOIKE ALARM AND CARBON MONOXIDE SYSTEMS SHALL COMPLY WITH R3 14.6. ALL SYSTEMS SHALL COMPLY WITH UL217, UL2034, NFPA72. NFPA720 - R315 (2020 RESIDENTIAL CODE OF NEW YORK STATE(FIRST PRINTING: INDICATED ON PLANS AND SPECIFICATIONS. SECTION R401 - 8408 GARAGE DOOR CONTRACTOR TO INSTALL (3) 8'-0'x 8'-0" OVERHEAD GARAGE DOORS A5 SHOWN ON PLANS. BY COPAY OR WAYNE/DALTON AS SELECTED BY OWNER PROVIDE ALL SAFETY NOV 20 19)) INSTALL HEAT DETECTORS IN GARAGE AS SHOWN ON PLANS AS PER CODE CONCRETE SHALL BE F'c = 3,500 psi (, 28 DAYS (NO EXCEPTION WILL BE ALLOWED) - SLABS TO BE 4,000 PSI @ 28 DAYS MIN. DEVICES AT BASE OF TRACT * OVERHANG MOTOR FOR EACH MIN. � HP. OR A5 RECOMMENDED BY MANUFACTURER PLUMBING: FOOTINGS = SHALL BEAR ON UNDISTURBED 501L WITH A MINIMUM BEARING CAPACITY OF I TON/5Q. FT. IF INADEQUATE 501L CONDITIONS ARE ENCOUNTERED HE SHALL NOTIFY DOOR FROM GARAGE TO LIVING SPACE: MINIMUM I HOUR RATED DOOR. MINIMUM I HOUR RATED FIRE SEPARATION BETWEEN GARAGE BEING MAINTAINED AND EXISTING ALL PLUMBING WORK TO BE PERFORMED BY A DULY LICENSED. PLUMBING CONTRACTOR TO OBTAIN AND PAY FOR ALL PLUMBING PERMITS AND APPROVAL. ALL ARCHITECT FOR INSTRUCTION, CONTRACTOR SHALL VERIFY CONDITIONS AT SITE, EXCAVATIONS FOR FOOTINGS AND FOUNDATIONS: DO NOT DISTURB BOTTOM OF EXCAVATED EARTH UNFINISHED CELLAR/UTILITY SPACE AS PER TABLE R302.5, R302.6 AND TABLE 302.6. PLUMBING WORK MUST CONFORM IN STRICT ACCORDANCE WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE(FIRST PRINTING: NOV 2019). PART VII 50 NOT TO DISTURB REQUIRED BEARING CAPACITY. (CHAPTER 25-33 P2501 - P3201 .7.) ALL PIPING TO BE EITHER COPPER OR PEX INSTALLED A5 PER CODE. VERIFY W/ BUILDING INSPECTOR USE OF PEX PIPING. BACKFILL: CONTRACTOR SHALL SCHEDULE ALL INSPECTIONS FOR INSTALLATION OF FOOTINGS AND FOUNDATION WALLS, NO BACKFILLING WILL BE DONE WITHOUT STRICT INSTRUCTION PLUMBER TO NEVER NOTCH ANY STRUCTURAL HEADERS OR GIRDERS. VERIFY WITH CONTRACTOR ANY DRILLING THROUGH FLOOR/CEILING JOISTS. PLUMBER TO AND APPROVAL FROM THE BUILDING INSPECTOR. PROVIDE ALL REQUIRED DRAINAGE MATERIAL AS SHOWN ON CONSTRUCTION DOCUMENTS INCLUDING EVEN LAYERS OF GRAVEL, EXTERIOR SIDING AND FINISHES: NEVER DRILL AT LOWER SECTION OF ANY JOIST OR HEADER. (DO NOT COMPROMISE THE DEFLECTION STRENGTH OF ANY BEAMS) - INCLUDING M.L., NOMINAL CELOTEX MASTIC WATERPROOFING, ETC. ALL DONE PRIOR TO BACKFILL. DO NOT BACKFILL AREAS THAT CONTAIN MUDDY EARTH CONDITIONS, WATER, ICE, SNOW FR05T, ETC. ALL EXTERIORS * FINISHES TO BE IN ACCORDANCE WITH CHAPTER 7 SECTION 703 FOR SIDING t SOFFITS (2020 RESIDENTIAL CODE OF NEW YORK STATE(F1R5T PRINTING: NOV WOOD WOOD, CEILING J015T5 * HEADERS. AT ALL AREAS WHERE CONCRETE OR MASONRY INSTALLATION COMES IN CONTACT WITH ANY WOOD SURFACES, CONTRACTOR SHALL INSTALL"ARMOR FLEX" OR EQUAL FOR 20 r 9)) PROTECTION OF ALL WOOD SILLS, STUDS AND BOX BEAM CONSTRUCTION CONTRACTOR TO REMOVE ALL EXISTING 51DING FIN15HE5 DOWN TO EX15TING SHEATHING. INSPECT ALL WOOD SUBSTRATE FOR ROT * DAMAGE - PATCH $ REPAIR AS REQUIRED. H.V.A.C.: MAKE READY TO RECEIVE NEW FINISHES INDICATED ON PLANS/ELEVATION5. ALL HVAC WORK TO BE IN ACCORDANCE WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE(FIRST PRINTING: NOV 20 19) NO MASONRY SHALL BE LAID OR INSTALLED IN TEMPERATURES BELOW 38 DEGREES F. PART V CHAPTER 12 - SECTION M 1201 M 1202. CHAPTER 13-23 AS APPLICABLE NEW FINISHES: ALL AREAS INDICATED ON PLANS AND ELEVATIONS INDICATED "SHIPLAP"TO RECEIVE A5PYRE ARTISAN SHIPLAP SIDING- VERIFY STYLE W/OWNER. OPTION - NEW PART VI - GAS CHAPTER 24 AS APPLICABLE. MECHANICAL� ALL CHAPTERS APPLICABLE) . DEMO EX. GARAGE SLAB NOTE: CONTRACTOR TO REMOVE ALL FOUNDATION t 5LA55 OF EXISTING GARAGE MAKE READY TO RECEIVE FOUNDATIONS, FOOTING * SLAB WORK AS SIDING TO BE ON RAINSCREEN - INSTALL AS PER MANUFACTURE SPECIFICATIONS. SHOWN ON PLANS. WHERE EX15TING CONCRETE FLOOR SLAB 15 BEING REMOVED - CONTRACTOR SHALL PREPARE UNEXCAVATED AREA - REGRADE � TAMP DOWN FOR SUPPORT CONTRACTOR TO VERIFY UTILIZATION OF EXISTING SYSTEM FOR EXPANSION IN PROPOSED ADDITIONS ON PLANS. PREPARATION OF ENTIRE NEW CONTINUOUS CONCRETE GARAGE FLOOR SLAB - PITCHED TOWARDS DOORS AS SHOWN. ALL SURROUNDS, CASINGS. CR055HEAD5 AS SHOWN ON ELEVATIONS SHALL BE AZEK COMPOSITE MATERIAL OR APPROVED EQUAL. ALL FASCIAS, RAKE5, SUB FASCIAS, ETC. SHALL BE AZEK OR EQUAL COMPOSITE MATERIAL. PROVIDE ALL VINYL BEAD BOARD WITH CONCEALED VENT SOFFITS AND OVERHANGS. ALL FASCIAS MADE READY TO RECEIVE SYSTEM TO HAVE A MIN. SEER OF "19" EFFICIENCY OR GREATER. ALL DUCT WORK TO BE INSULATED WITH MIN. 1-1/2" FIBERGLASS WRAP BLANKET AND FOIL GRADING: NEW GUTTERS. JACKET. CONTRACTOR SHALL ROUGH GRADE NEW AREA OF CONSTRICTION AWAY FROM NEW STRUCTURE FOR DRAINAGE - MIN. 4' PER FOOT @ FOUNDATION WALL -MIN. 12" OR GREATER DOWN FROM TOP OF FOUNDATION WALL OR ANY WOOD STRUCTURE TO GRADE LINE. IT 15 THE RESPONSIBILITY OF THE LANDSCAPER 4- OR HOME OWNER THAT THE FINAL GRADING SCREEN WALL NOTE: MODIFIED SUN ROOM SCREEN WALL TO BE WRAPED W/AZEK COMPOSITE MATERIAL INCLUDING, POSTS, RECESSED PANELS, MOLDINGS, � BASE MOLDING. PLATFORMS - ALL HVAC UNITS TO BE INSTALLED ON APPROVED PLATFORM 51ZED TO ACCOMMODATE HAVC UNITS A5 REQUIRED. PROPER SOIL SHALL BE DONE FOR ALL FUTURE PLANTINGS. (1E: GRA55, TREES, SHRUBS, ETC.) SEE DETAIL I SHEET A-8 WOOD FRAMING/ CARPENTRY: CODE COMPLIANCE APPLY A BORID BASE WOOD TREATMENT TO AREAS WHERE NON-PRE55UKE TREATED WOOD BECOMES EXPOSED DURING CONSTRUCTION, PRODUCT TO ABSORB INTO WOOD # PLANS ARE IN COMPLIANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE(FIRST PRINTING: NOV 20 19) A ALL FRAMING CONSTRUCTION SHALL CONFORM TO 2020 RE5IDENTIAL CODE OF NEW YORK STATE(FIRST PRINTING: NOV 20 19) CT AS TERMITE DETERRENT. NEW CONSTRUCTION TO BE TREATED IN TH15 WAY PRIOR TO CLOSING t DOING FINISHED WORK. FLOOR* DECK SYSTEMS: R501 - R507.9.2(2) - CHAPTER 5 WALL SYSTEMS: R60 I - RG 10.8. 1 - CHAPTER 6 ROOF/CEILING SYSTEMS: R80 I - R807. 1 , R90 f - 908.6 - CHAPTER 8 * 9 INSTALLATION OF ROUGH CARPENTRY WORK TO COMPLY WITH "MANUAL OF HOUSE FRAMING" BY THE NATIONAL FOREST PRODUCTS A550CIATION (NEPA) AND WITH THE RECOMMENDATION OF THE AMERICAN FOREST AND PAPER A550CIATION (AF*PA), UNLE55 OTHERWISE NOTED. INSTALL ALL FIRE CAULKING AT ALL FLOORS AS PER 2020 RESIDENTIAL CODE OF NEW YORK STATE(FIRST PRINTING: NOV 2019), AND FRAMING INTERSECTIONS. VERIFY WITH BUILDING DEPARTMENT IF A SEPARATE FIRE CAULKING INSPECTION 15 REQUIRED. ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE ACQ PRESSURE TREATED AS TESTED BFLOOD RESIDENCE Y ASTM. AT THE TOP OF FOUNDATION WALLS, CONTRACTOR SHALL INSTALL"SILL SEAL" DATE: 2 - 7 - 2021 CONTINUOUSLY. AND COPPER COATED TERMITE SHIELD BEFORE INSTALLATION OF PRESSURED TREATED WOOD SILLS. 950 CALVES NECK RD SOUTIIOLD NY ISSUE FOR PERMIT ALL METAL FASTENERS TO BE STAMPED WITH BLUE Z MAX CORROSION PROTECTION. STRUCTURAL LUMBER SHALL MEET OR If THE FOLLOWING Fb = I , 000 psi, I .Gw X I O DOUGLAS FIR NO. #2 OR BETTER. -; .:k,x. m jparchitecture.com site CONTRACTOR TO INSTALL MICRO LAM HEADERS AS PER PLANS. ( M.L. INDICATES MICRO LAM HEADERS) MIN. E = 2.Ox f 06 . NO OTHER LAMINATE TYPE HEADERS SHALL BE USED UNLESS ry.,. t.?k ° GENERAL Nm allarch� mail.com-email OTHERWISE NOTED. SP EC S F I CA71 ON S 6311� g ��. :� -751-3870 ALL 5UBFLOORING AS DESIGNATED SHALL BE SCREW FASTENED AND GLUED (CONSTRUCTION ADHESIVE) OPTION FOR EXTERIOR PLYWOOD - CONTRACTOR TO IN5TALL"ZIP WALL" SHEATHING SYSTEM (GREENBOARD FOR WALLS) MIN. "THICK. PROVIDE ALL TAPE, SEALANTS, FASTENERS MICHAEL JAMES PALLADINO o ARCHITECT P.C. _ INSTALL AS PER MANUFACTURERS SPECIFICATIONS. CONTRACTOR TO VERIFY WITH TOWN OF SOUTHOLD IF ALLOWED PRIOR TO PURCHASE t INSTALLATION. NOT TO BE USED ON FLAT ROOF INSTALLATIONS. iT ARCHITECTURE o INTERIORS OF I.2 N1102.4.1.1 (R402.4.1.1) Installation (2020 RESIDENTIAL CODE OF NEW YORK STATE (FIRST PRINTING: NOV 2019) The components of the building thermal envelope as indicated in Table N1102.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria indicated in Table N1102.4.1.1, as applicable to the method of construction. Where required by the building official, an approved third party shall inspect all components and verify compliance. TABLE N1102.4.1.1 (R402.4.1.1) 2020 RESIDENTIAL CODE OF NEW YORK STATE (FIRST PRINTING: NOV 2019) ��� - .� -'Ap �� ' -��`•. AIR BARRIER AND INSULATION INSTALLATION 2020 ENERGY CONSERVATION CODE Off' NYS COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA ADOPTS W 1 TP AMENDMENTS: INTERNATIONAL GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE AIR-PERMEABLE INSULATION SHALL { BUILDING ENVELOPE. THE EXTERIOR THERMAL ENVELOPE NOT BE USED AS A CEILING L ENERGY CONSERVATION CODE 201 S ( IECC 2018 CONTAINS A CONTINUOUS AIR BARRIER. BREAKS OR JOINTS IN MATERIAL THE AIR BARRIER SHALL BE SEALED. CEILING / ATTIC THE AIR BARRIER IN ANY DROPPED CEILING OR SOFFIT SHALL THE INSULATION IN ANY DROPPED BE ALIGNED WITH THE INSULATION AND ANY GAPS IN THE AIR CEILING/SOFFIT SHALL BE ALIGNED INSULATION SPECIFICATIONS: (MINIMUM) BARRIER SEALED. ACCESS OPENINGS, DROP DOWN STAIRS OR WITH THE AIR BARRIER. •FLAT CEILING: R-30 BATT KNEE WALL DOORS TO UNCONDITIONED ATTIC SPACES SHALL BE Er�lr:�h I n [�It a_I;f s and j oi r�,; ! ` �' "•`• °_ ! - -�,f SEALED. �' - .•' j y,'. •VAULTED AND TREY CEILINGS: R-30 BATT WALLS THE JUNCTION OF THE FOUNDATION AND SILL PLATE SHALL BE CAVITIES WITHIN CORNERS AND HEADERS OF FRAME WALLS .$' SEALED. THE JUNCTION OF THE TOP PLATE AND THE TOP OF SHALL BE INSULATED BY COMPLETELY FILLING THE CAVITY *COVERING DOMED CEILING AREAS: R-30 BATT --- EXTERIOR WALLS SHALL BE SEALED. KNEE WALLS SHALL BE WITH A MATERIAL HAVING A THERMAL RESISTANCE OF NOT SEALED. LESS THAN R-3 PER INCH. EXTERIOR THERMAL ENVELOPE *ABOVE GRADE EXTERIOR WALLS: R-21 BATT IN INSULATION FOR FRAMED WALLS SHALL BE INSTALLED IN 2x6 WOOD STUDS INCLUDING RIM AND BAND JOISTS SUBSTANTIAL CONTACT AND IN CONTINUOUS ALIGNMENT WITHR-15 IN 2x4 WOOD STUDS, 'r jTr THE AIR BARRIER. "N fir' l 1'' �- •MUST DO A PICTURE FRAME AIR SEAL TO PASS #J,, J ;r Ea'In it�a'II<.y ���I 'f ;parr' n � t WINDOWS, SKYLIGHTS AND DOORS THE SPACE BETWEEN FRAMING AND SKYLIGHTS, AND THE JAMS - 3 AIR CHANGES PER HOUR -y ►, OF WINDOWS AND DOORS, SHALL BE SEALED. •FOUNDATION WALLS: R-11 DRAPED BATT (IN LIEU OF INSULATING BASEMENT CEILING) RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER RIM JOISTS SHALL BE INSULATED. .. � '' �' •UNDER SLAB: R-12.5 RIGID BOARD 2" NOTE: IF PART OR THE ENTIRE ATTIC WILL BE DECKED OVER WITH PLYWOOD, THE CEILING I I . 1NG REQUIRE�IENTS FLOORS INCLUDING CANT1LEVERED THE AIR BARRIER SHALL BE INSTALLED AT ANY EXPOSED EDGE FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED TO JOISTS MUST BE DEEP ENOUGH IN ORDER TO FIT THE BATT INSULATION SO THAT IT IS NOT DUCT J... FLOORS AND FLOORS ABOVE OF INSULATION. MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE OF COMPRESSED. IF NOT THEY WILL HAVE TO BE BUILT UP OR UPGRADED TO THE NEXT SIZE. War TO SCALE GARAGES SUBFLOOR DECKING. ALTERNATIVELY, FLOOR FRAMING CAVITY INSULATION SHALL BE IN CONTACT WITH THE TOP SIDE OF -. ... .. � _,. SHEATHING OR CONTINUOUS INSULATION INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING; AND EXTENDING FROM THE BOTTOM TO THE TOP OF ALL PERIMETER FLOOR FRAMING MECHANICAL SPECIFICATIONS: MEMBERS. CRAWL SPACE WALLS EXPOSED EARTH IN UNVENTED CRAWL SPACES SHALL BE CRAWL SPACE INSULATION, WHERE PROVIDED INSTEAD OF •>_ 85% AFUE BOILER (� 90% AFUE FURNACE) «�. COVERED WITH A CLASS I VAPOR RETARDER WITH OVERLAPPING FLOOR INSULATION, SHALL BE PERMANENTLY ATTACHED TO •> 13 SEER AC EQUIPMENT JOINTS TAPED THE WALLS. pro} -MECHANICAL VENTILATION > 110 CFM " SHAFTS, PENETRATIONS DUCT SHAFTS, UTILITY PENETRATIONS, AND FLUE SHAFTS - OPENING TO EXTERIOR OR UNCONDITIONED SPACE SHALL BE •> ONE ENERGY STAR BATH FAN WITH AN ELECTRONIC PROGRAMMABLE TIMER SEALED. " NARROW CAVITIES - BATTS TO BE INSTALLED IN NARROW CAVITIES SHALL BE CUT TO FIT OR NARROW CAVITIES SHALL BE FILLED WITH INSULATION THAT ON INSTALLATION READILY CONFORMS TO THE AVAILABLE CAVITY SPACE. OTHER SPECIFICATIONS. GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE AND - CONDITIONED SPACES. •WINDOWS: U < 0.30, SHGC < 0.30 •> 100% HIGH EFFICIENCY LIGHTING (CFL'S OR LED'S) RECESSED LIGHTING RECESSED LIGHTING FIXTURES IN THE BUILDING THERMAL RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING .< 3 AIR CHANGES PER HOUR k I ENVELOPE SHALL BE SEALED TO THE FINISHED SURFACE THERMAL ENVELOPE SHALL BE AIRTIGHT AND IC RATED 1 •> ALL ENERGY STAR APPLIANCES I• PLUMBING AND WIRING - IN EXTERIOR WALLS, BATT INSULATION SHALL BE CUT NEATLY ' TO FIT AROUND WIRING AND PLUMBING OR INSULATION THAT ON INSTALLATION, READILY CONFORMS TO AVAILABLE SPACE, SHALL EXTEND BEHIND PIPING AND WIRING SHOWER/TUB ON EXTERIOR WALL THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ADJACENT TO EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL SHOWERS AND TUBS SHALL SEPARATE THE WALL FROM THE BE INSULATED. 4" VENT TI-IROUC,�I ROOF ROOF LINE _. SHOWER OR TUB. AXIR -S E 4 L ED N A L L E � M � � � ELECTRICAL/PHONE BOX ON THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL AND I ( EXTERIOR WALLS COMMUNICATION BOXES. ALTERNATIVELY, AIR-SEALED BOXES NOT TO SCALE SHALL BE INSTALLED. IY211 BUILDING LINE HVAC REGISTER BOOTS HVAC SUPPLY AND RETURN REGISTER BOOTS THAT PENETRATE - — _T T" -- -\• _ BUILDING THERMAL ENVELOPE SHALL BE SEALED TO THE ( Iy2 "- ,i' .•- f .` SUBFLOOR, WALL COVERING OR CEILING PENETRATED BY THE 1 2" �; 1 BOOT. INEw / r WERE — SINK 1 5INK I NEW CONCEALTED SPRINKLERS ERE REQUIRED TO BE SEALED, CONCEALED FIRE SPRINKLERS I 1 I I WASAER FRESH AIR INTAKE SHALL ONLY BE SEALED IN A MANNER THAT IS RECOMMENDED / BY THE MANUFACTURER. CAULKING OR OTHER ADHESIVE SEALANTS SHALL NOT BE USED TO FILL VOIDS BETWEEN FIRE 1 W G 2"7 411 2" 1 -— —^— i / \ SPRINKLER COVER PLATES AND WALLS OR CEILINGS. I _ _ FIRST FLOOR LINE / A. Inspection of log walls shall be in accordance with the provisions of ICC 4100. 4' 2" 1 i 2020 RESIDENTIAL CODE OF NEW YORK STATE FIRST PRINTING: NOV 2019 NEW PDR. RM. NEW LAUNDRY RM. 1 TABLE R301.2(1) - CLIMATIC & GEOGRAPHIC DESIGN CRITERIA w/ TOWN OF SMITHTOWN INFORMATION FILLED OUT 4„ RELO. FROM BASEMENT I I GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE BY WINTER ICE BARRIER FLOOD AIR MEAN 1 / CO. SNOW DESIGN DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL • 1 TO EXISTING SEWAGE SYSTEM LOAD (mph) EFFECTS REGION DEBRIS ZONE CATEGORY III SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE WEATHERING FROST LINE DEPTH TERMITE TEMP. REQUIRED INDEX TEMP. 4 4" ------ ---- � 20 PSF 130 NO NO 1 WLE FROM COAST B SEVERE 3'-0" MODERATE 15' YES NO 599 51 EXISTING TO HEAVY 4" WOUSE TRAP ` MANUAL J DESIGN CRITERIA I ATTIC AIR VENTILATION ELEVATION LATITUDE WINTER HEATING SUMMER COOLING CORRALTITUDETUDE INDOOR DESIGN TEMP DESIGN TEMPERATURE HEATING TEMPERATURE — — — — CAULK ANESIVE OR SEALANT ! ECTIDN FACTOR COOLING DIFFERENCE BASEMENT FLOOR LINE 98 FT. 40' 15' 85' 1 68' 75' 53' IT ' COOLING WIND WIND COINCIDENT DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY TEMPERATURE DIFFERENCE VELOCITY HEATING VELOCITY COOLING WET BULB / 10' 15 MPH 7.5 MPH 72' MEDIUM 45-55% 32 GR050XRH FLUBBING RISER DIAGRAS / NTS SI FLOOD RESIDENCE DATE: 2 - 7 - 2021 q50 CALVES NECK RD SOUTPOLD, NY ISSUE FOR PERMIT ENERGY S�4 E E T m jparch itecture.com site `" >n� m jpallarche'gmail.com—email " - AIR SE ;4LING LOCATIONS � . � PLUIIBING R 631-751-3870 NOT TO SCALE MICHAEL JAMES PALLADINO i3ARCHITECT P.C. J ARCHITECTURE o INTERIORS 0F 12