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49985-Z
�OSNFFO(� Town of Southold 2/18/2024 co =o Gyp P.O.Box 1179 0 C19 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44994 Date: 2/18/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 5280 Westphalia Rd, Mattituck SCTM#: 473889 See/Block/Lot: 113.-11-17.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/20/2023 pursuant to which Building Permit No. 49985 dated 11/2/2023 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: addition and alterations to existing single family dwelling as applied for(south dwelling). The certificate is issued to O'Malley, Susan&Dedeo,Janice of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 49985 2/12/2024 PLUMBERS CERTIFICATION DATED 2/6/2024 n , W j 'ech a lowski Auth 1z d Sin tore TOWN OF SOUTHOLD SUFFot,�" BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy. V. 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#: 49985 Date: 11/2/2023 J Permission is hereby granted to: Kirchmeier, Edwin c/o Susan O'Malley 7214 72nd St Glendale, NY 11385 To: construct addition and alterations to existing single family dwelling as applied for. At premises located at: 5280 Westphalia Rd, Mattituck SCTM #473889 Sec/Block/Lot# 111-11-17.1 Pursuant to application dated 10/20/2023 and approved by the Building Inspector. To expire on 5/3/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $482.00 CO-ADDITION TO DWELLING $100.00 Total: $582.00 Building Inspector SO!/jy�l Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q sean.devlinitown.southold.ny.us Southold,NY 1 1 97 1-0959 QUIP BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Edwin Kirchmeier Address: 5280 Westphalia Rd city:Mattituck st: NY zip: 11952 Building Permit#: 49985 Section: 113 Block: 11 Lot: 17.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: GB Power& Lighting License No: 33248ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1st Floor X Pool New X Renovation X 2nd Floor Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph Heat Duplec Recpt 20 Ceiling Fixtures Bath Exhaust Fan 2 Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors 3 Main Panel A/C Condenser 3 Single Recpt Recessed Fixtures 14 CO2 Detectors Sub Panel A/C Blower 4 Range Recpt Ceiling Fan 2 Combo Smoke/CO 2 Transfer Switch UC Lights Dryer Recpt 30A Emergency Strobe Heat Detectors Disconnect 3 Switches 1 g 4'LED Exit Fixtures Sump Pump 11 Other Equipment: Mini Split (3), BlowerHeads (4), In-Wall Heater (2), W/D Notes: Most of House Renovation ( Except Kitchen ) a Inspector Signature: Date: February 12, 2024 S. Devlin-Cert Electrical Compliance Form ' Town Hall Annex ,Z►� y� Telephone(631)765-1802 M75 Main Road P.O.,;Box 11-79 ra 1 )4 c i-linold, NY 11971-0959 L,y ns Ed ,IN%� ,BUILOING DEPARTMENT TOWN, .OP SOUTHOLD RTIFICATION t Date• Building Permit No. —`7'l (Please-print). G ; Plumber: (Pleas„e I certify that,&h solder used in.•the'wateF supply system contains Less the 2/10 of l%a lead, (Plumbers-SiIq gnaturo) Sworn to.before me'this day of 2, 0rK ' Notary Public, �U ��County : DARIUSZ KONIECKI NOTARY PUBLIC,STATE OF NEW YORK t Rcristrndon No.01KOSM96S QLWirled In Sui'I" Couny Commission F,PSu June 13, ho��OF SO(/1y0� * # TOWN OF SOUTHOLD BUILDING DEPT. cau 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: �b� ft a I 1> DATE INSPECTOR ` 6� OF SOUTyo{o # * TOWN OF SOUTHOLD BUILDING DEPT. courm,N�' 631-765-1802 INSPECTION [ ] 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 REMARKS: /07 DATE L{ INSPECTO OF SOUTyolo # TOWN OF SOUTHOLD BUILDING DEPT. Tyco a 631-765-1802 INSPECPON [ ] FOUNDATION 1ST [ ROUGH PL13G. [ ] 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 EMARKS: p"A �_4�OVN_ Vv�, mg,> ! -; —car: w l DATE INSPECTOR �o,\\r4f so yob s * # TOWN OF SOUTHOLD BUILDING DEPT. coutom 631-765-1802 INSPECT-ION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: CJ� —koc DATE lf�/ INSPECTOR OF SOOTHp�o # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm N�' 631-765-1802 qqqi 'INSPECTION [ ] FOUNDATION 1ST [ =LATIOWCAULKING H PLBG. FOUNDATION 2ND [ [ ] 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: of �4___hvciz DATE INSPECTOR AlwriffrLu.,4104; OF SOGT H qg # # TOWN OF SOU.THOLD BUILDI DEP . courm, '631-765-180 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) >41LECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �P /o �` DATE 2 INSPECTOR L .k J" • - • Pro f• Q ��� EQUIi�MF NY CO�/f_.R - - PAINT PRiO'TECTION VAPOR BAitRIC9 Wma ' / IELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) -un ------------------ YLM I�ftt -to FOUNDATION (2ND) ocv , ROUGH FRAMING& PLUMBING .INSULATION PER N.Y. STATE ENERGY CODE 4�)�vv FINAL ADDITIONAL COMMENTS CIN C-4 k\j SufFocK TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy�o ao�� Telephone(631)765-1802 Fax(631) 765-9502 hgps://www.southoldtoMM.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only JID PERMIT NO. Building Inspector: OCT 2 O 2023 ,,, `Applications and forms'riust be filled-oufin their entirety:Incomplete D- JDING DE applications will not lie,,accepted,:.lN rhere the'Appli,cant is not theowner,,an;, , '1' , s Owner's Authorization+for'm.(Paget)shall be completed. h. Date: &(!!�© r / ;t0 a-3 OWNER($)OIF PROPERTY: Name: f'`'�a'" I r r�vtr �� CTM#1000- �. Project Address: .2 ;° ......�,r....,...�.,.�_....�.,..,.� :VVy.cs - -- - - - -- - - - Phone#: 1Z t471 -- �8�� �� Email: a.e.�. l��/. G'e.-�► Mailing Address: CONTACT PERSON: , Mailing Address:. 7�w Phone#: 17 y — �f..� Email•_ ...� ..`�� �,�o� DESIGN PROFESSIONAL INFORMATION:', y.', r' ;F' 'r""nt•„,. .,fit '+ v Name:rv�. k-44Ail Mailing Address: ivy Phone (�i� u........_._..#•...... �_..?�,.�..,..._._..._W.��.....,,.�..�.....l,�.,-__....___.. ...,v. __..:. Email , .. ,- �.�►� ,,._��� ,C,.t `fr.�n S,.o. "CONTRACTOR I NFORMAT.ION: e:.. ,. ._.. _ ... r .. . .. Name Mailing Address: , 64&r Li 7b Phone#: a i g Email• _.M_.._. �_.... DESCRIPTION OF PROPOSED CONSTRUCTION' ❑New Structure [%Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ 000o 00 Will the lot be re-graded? ❑Yes &No Will excess fill be removed from premises? 527es ❑No 1 PROPERTY INFORMATION Existing use of properly:��MM�Y Vese.4+2 s2 Intended use of property:Slin,rn`r UC�a7 � l-bu Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes XNo IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design'professional is responsible for all drainage and storm water issues as provided byF 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 210AS of the New York State-Penal Law... Application Submitted By(print name): Its a,I Q` l ❑Authorized Agent XOwner Signature of Applicant: Date: /0�-, STATE OF NEW YORK) SS: COUNTY OF 51 I<- ) S Mallw being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing ontract)above named, (S)he is the .(Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief, and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this ,I _ day of 20 No ry Public PATRICIA A. FIELD Notary Public, 01F148537 3ewYork No. PROPERTY OWNER AUTHORIZATION Qualified in Suffolk County Where the a licant is not the owner Commission Expires Feb. 17, 20� Pp I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 E ly l5 Q U �SUffO( ILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD DEC 13 2023Tov all Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 �pr�uitding Departmentelephone (631) 765-1802 - FAX (631) 765-9502 1 , r f ,Town of SouJWtshQ-southoldtownnv.aov - seandi-southoldtownnv.00v APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: (�, t 0u Electrician's Name: �r License No.:MC-- 'Z3-);gg Elec. email: , -o TA Elec. Phone No: ;,.t-00 oc4- l 5'ct o Ofrequest an email copy of Certificat6 of Oompliance Elec. Address.:Q 3 b\vcL /7 �89 JOB SITE INFORMATION (All Information Required) Name: CNN M e..t err Address: ; 80 Cross Street: C,02S Phone No.: \_3 -7- 1- ( - g� Bldg.Permit#: L/79 ss— email: Tax Map District: 1000 Section: 1 Block: I Lot: 7 BRIEF DESCRIPT)ON OF WORK, INCLUDE SQUARE FOOTAGE (Please. rent Clearly): ,�. %N,bo,7 L� ��C S moC�el co a, Square Footage: Circle All That Apply: Is job ready for inspection?: E YES E]NO DRough In El Final Do you need a Temp Certificate?: ❑ YES Ft P, issued On Temp Information: (Ail information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service0 Fire Reconnect[]Flood Reconnect OService Reconnect QUnderground QOverhead #Underground Laterals 0 1 M2 H Frame F1 Pole Work done on Service? 0 Y nN Additional Information: PAYMENT DUE WITH APPLICATION 1`� ILDING DEPARTMENT-Electrical Inspector :Yt- O� TOWN OF SOUTHOLD tiDEC 1 3 2023Tov all Annex - 54375 Main Road - PO Box 1179 N � $ ; Southold, New York 11971-0959 ®'' ®���bUdiing�,,,5m t'� n elephone (631) 765-1802 - FAX (631) 765-9502 _ 16Ashasoutholdtownny pov - seand(c�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: (S� ?o� _% Electrician's Name: License No.:MC-- -Z Elec. email: Elec. Phone No: -3 ,S oc- l SQ�co request an email copy of Certificat6 of ompliance Elec.- Address.:Q3 '\c\\IJL Sao-J- 17 `b'_ JOB SITE INFORMATION (All Information Required) Name: e-r Address: 11 5 Cross Street: C'a Phone No.: -3 -7- e Bldg.Permit#: 4-1 j q s S— email: Tax Map District: 1000 Section: Block: Lot: I-), I BRIEF.DESCRIPTJON OF WORK, INCLUDE SQUARE FOOTAGE (Please rant Clearly): p0,9^�b.�� i F 'S� `� �t�9�C�.1\t.i v' 7 l.�ac cur l SmoG��-1 C�d. l Square Footage: Circle All That Apply: Is job ready for inspection?: EYES❑ NO Rough In Final Do you need a Temp Certificate?: YES Issued On Temp l6formation. (Ail information required) Service Size❑1 Ph F�3 Ph Size: A #Meters Old Meter# New ServiceO Fire ReconnectOFlood Reconnect OService Reconnect®Underground[]Overhead #Underground Laterals F1 1 2_ H Frame Pole Work done on Service? F1Y RN Additional Information: PAYMENT DUE WITH APPLICATION Vr J ) 'ERMIT P Address: )witches cutlets 3 FI's ,urface sconces I A H's I J C Lt s 111 ans Fridge HW xhaus Oven W/D ��1N 1 mokes DW Mini .arbon Micro Generator ombo Cooktop Transfer AH I I Hood Service Amps Have Usec pecial: omments 01 � o Scott AI.�' UAL q - 2023 �� �5U1F PTO RIMMATIER, SUPERVISOR NWANAGIEI�WIENIF SOUTHOLD TOWN HALL- � g,, ° U°`d o 53095MainRoad-SOUTI�OD� Y'4L2I Town of Southold CHAPTER 236 = STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) ji — - - - - — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — ;! APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: �ts�� Date: /v — zo- 23 ;Prm Contact Information: V 7 W r22 L-.lad 8 Teiephnne Vumhed Sri 72ry L al � � Property Address / Location of Construction Site: S.C.T.M. #: 1000 _ District Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT i; — — — — — — — — — — — — — — — — . ® - Area of Disturbance is less than t Acre. No S.P.D.E.S. Permit is Required ! Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Required .' - Area of Disturbance is Greater than I Acre & Storm-eater Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit. ,1rca of Disturbance is Greater than l Acre & Storm-\A';arPr R1lnnff Flows Through Southold Towns MS4 Systems to\Waters of the State of Ne\,\ York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit through the Southold Town Engineering Department Prior to Issuance of a Building Permit. . AAdL4 Date: Rey ier�•ed By. FYIR N/1 a CM('P -Tncz cirrni-- 7n 1 ci © G ems/R y� 1.Copyright 2022,Alphonse Pesce Jr.,Co.,Inc.Land Surveying,All Rights Reserved. 2,Unauthorized alteration or addition to a survey map bearing a licensed land surveyor's seal is a violation of section 7209,sub-division 2,of the New York State Education Law. 3.Only boundary survey maps with the surveyor's embossed seal are genuine true and correct copies of the surveyor's original work and opinion. 4.Certifications on this boundary survey map signify that the map was prepared in accordance with the current existing Code of Practice for Land Surveys adopted by the New York State LOT 36 �1 Association of Professional Land Surveyors,Inc.The certification is limited to persons for whom the boundary survey map is prepared,to the title company,to the governmental agency,and to (P the lending institution listed on this boundary survey map. V 5.The certifications herein are not transferable. LOT 37 l ,�Sv �'3,� 6,The location of underground improvements or encroachments are not always known and often 16- must be estimated.If any underground improvements or encroachments exist or are shown,the `�1�3� improvements or encroachments are not covered by this certificate. C\2 7.The offsets or dimensions shown from the foundation to the property lines are for specific p purpose and use and therefore are not intended to guide the erection of fences,retaining walls, Q 0 3'S o pools,planting areas,addition to structures and any other construction. LOT 38 � I o ' w. Q �rl—I—rrl—I—r-I—rl—rn—rrrn 30.2' LOT 39 ��NOE � 40.1 WOOD - 1 STORY &) DECK U�� FRAME �JLj °36 N 0/ �q- 16.0' _° 34_0',_I_I_I_IJ� 3 0.4' PAVERS / 77.0' 20.3' 1.0'W 0 g'S osGARAGE c ^^ 1 1/2 STY. 0.1E 20.4' T CCQ LOG HOME 2.3'W �0 CCQ C I A in 6.8'W I I ^ C�2 I O W rl I—r I—I—rl—rrl—rl—rrl—rl—rr� 30.7' zI 45.2' r� LU .0'CE It 1 STORY o� H FRAME w o N 38.2' _j L—llI_I_I_LI_I_I_I_I_I_I_I_I_LI—, 30.9 P4 CELLAR ENTRY MONUMENT 0,2'W FOUND I � I SPLIT RAIL ' 0.3'W i w i i z � w LL I � I 1 I I � I I _J I 1 i i P I � O 0.1W C\2 I � I I � I I iI I O ' LOT 20 � I LOT 24 LOT 21 W LOT 22 C\2 LOT 23 d+ 0 Z NOTES: S�6° Non-visible easements,recorded or unrecorded are not shown. -Underground foundations or substructures not visible are not shown. SURVEY FOR LOCATION: 5280 WESTPHALIA ROAD, MATTITUCK � �$ �. TOWN OF SOUTHOLD s V41EW y, COUNTY OF SUFFOLK, STATE OF NEW YORK t +2ttnb Sururgar PESO 96r LOTS 20, 21, 22, &23 ON, /;2;; "MAP OF LOTS BELONGING TO WILLIAM B. CODLING" e � aMAP#: 745 FILED: 05-10-1921 Lic. No.048365 O &"MAP OF TOLLEWOOD" MAP#:175 FILED: 01-25-1927 DIST: 1000 SEC.: 113.00 BLOCK: 11.00 LOT: 017.001 5 CIRCLEDALE LANE �F• 046�g� SURVEY DATE: AUGUST 11, 2022 JOB: 22-451 HOLBROOK, NEW YORK 11741 �s�® LANp Fm9 =30' 718-486-5408 631-585-5317 ZONING INFORMATION TABLE OF AREAS SECTION BLOCK LOT # 113.00/11.00/017.001 AREAS S.F. ZONING DISTRICT R40 LOT AREA 52,310 TOWN OF SOUTHOLD ALLOWED PROPOSED 1ST FL. AREA, EXISTING 1,731 BUILDING HEIGHT 35 11.92 F.A.R. N/A N/A 1ST FL. AREA, NEW 464 LOT COVERAGE 20% 5.35% TOTAL 1ST FL. AREA 2,195 MINIMUM SETBACKS FT FT 2ND FL. AREA, EXISTING 0 FRONT 50 109.58 2ND FL. AREA, NEW 0 2ND FRONT YARD 35 53.34 TOTAL 2ND FL. AREA 0 SIDE 15 130.53 REAR 50 EXISTING i 0 30.2' XIST �n 6.0' I FRAME N EXIST d o D LLING WOOD 16.0' 3 .0 30.4' DECK PAVERS / 20.3' I 77.0' M I 3 I.OW Q.95 1 112 STY. 0.1SE 20.4' LOG HOME EXIST y N 2.3W Lo N GARAGE Cs Cs W M . 30.7' z EXI :n d ~ I STY FR4.ME oILI DWELLI G 38.2' 30.9' 5 EXIST CELLAR E:1'TRANCE I Q MONUMENT 021W FOUND 130.53' I 13.34' SPUT RAIL NEW IST FLOOR 0.3'W I ADDITION 464 SF U IZ LL � I I / / / I / o n / / o ' // LOT 21 z / LOT 20 LOT 22 LOT 23 1 SITE PLAN SITE SCALE: 1 =40'-0" INFORMATION FOR SITE PLAN TAKEN FROM SURVEY PROVIDED BY OWNER 'NOTE'SEE SURVEY FOR ACCESSORY STRUCTURE LOCATIONS ©2018 Architectural KAHNCEPTIONS, PLLC 0,"yg , ,,,,��� DATE PRINTED: ,��o,�yd'.••..AL ��''- ARCHITECTURAL NEW 1ST STORY ADDITION F� '• - 10/18/2023 �p y o 2': : {: KAHNCEPTIONS, PL.LC O'MALLEY RESIDENCE TTl e A r:Z m:fn' 143 E.Main Street '5H"7' Smithtown,IVY 11787 ` SITE r O P:(631)780.6124 g5 HOWARD AVENUE MATTITUCK NY 11952 `` Akahn@Kahnceptions.com •'ar) wwww.Kahnceptions.com unw n• DATED DW rn A� CERTIFICATE OF LIABILITY INSURANCE l3 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE_CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Philip O'Brien NAME: O'Brien Quick Agency HONE Ext: (631)474-7070 AXc No: (631)938-8257 PO Box 1546 AA DMIL PhilipO@cquicldnsurance.com INSURER(S)AFFORDING COVERAGE NAIC# Selden NY 11784 INSURERA; Utica First Insurance INSURED INSURERS: Progressive Casualty Ins 24260 Allfeld Construction&Remodeling Inc INSURERC: 26 Washington Ave INSURER D: INSURER E: Miller Place NY 11764 INSURERF: COVERAGES CERTIFICATE NUMBER: CL2392105964 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 1 TR TYPE OF INSURANCE INSD POLICY NUMBER MMIVDD Eft MIOWLDI D CY FOP LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE ©OCCUR G PREMISES Ea occurrence $ X BLANKET AI MED EXP(Any one person) $ 5,000 A Y Y ART3000965080 08/11/2023 08/11/2024 PERSONAL&ADV INJURY $ 1,000,000 MOTHER: LAGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $ 2,000,000 JJEECT LOC PRODUCTS-COMP/OPAGG $ 2,000,000 POLICY ❑X Blanket Additional $ AUTOMOBILE LIABILITY OOMBMTED SINGLE LIMIT $ a accident ANYAUTO BODILY INJURY(Per person) $ 10000 B OWNED SCHEDULED Y Y 01909456-3 03/05/2023 03/05/2024 BODILY INJURY(Per accident) $ 300,000 AUTOS ONLY AUTOS HIRED NON-OWNED pROPERTYDAMAGE $ 50,000 AUTOS ONLY AUTOS ONLY rac Ident PIP-Additional $ 50,000 X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 1,000,000 A EXCESS LIAO CLAIMS-MADE Y Y ART3000965080 08/11/2023 08/11/2024 AGGREGATE $ 1,000,000 DED I X1 RETENTION$ -10,000 $ WORKERS COMPENSATION I PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE IER ANY PROPRIETORIPARTNER/EXECUTIVE ❑ NIA E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-FA EMPLOYEE $ if yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULDANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN EDWARD&SUSAN O'MALLEY ACCORDANCE WITH THE POLICY PROVISIONS. 9 HOWARD STREET AUTHORIZED REPRESENTATIVE MATTITUCK NY 11952 �, O 1988-2015d/ACC`ORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD ACOO CERTIFICATE OF LIABILITY INSURANCE F DATE(MMIDDIYYYY) 1 09/21/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: BIBERK PHONED gM:844-472-0967 Nc No: 203-654-3613 IAIC.P.O. Box 113247 E-MAIL customerservice@biBERK.com Stamford,CT 06911 ADDRESS: INSURERS AFFORDING COVERAGE NAIC# INSURER A:Wellfleet New York Insurance Company 20931 INSURED INSURER B:. Allfield Const. &Rmdlg.,Inc. INSURER C: 26 Washington Ave INSURERD: Miller Place, NY 11764 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE -IMPOLICY NUMBER MMIDDIYYYY) fMMIDDNYYY1 LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 0 CLAIMS MADE F1 OCCUR AMAGE TO RENTED 0 PREMISES Ea occurrence $ MED EXP(Any one person) $ 0 PERSONAL&ADV INJURY $ 0 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 0 POLICY❑JEO LOC PRODUCTS-COMP/OP AGG $ 0 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY Per accident $ AUTOS ONLY AUTOS ( ) HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY Per accident $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION X ,PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE I ER A ANYPROPRIETOR/PARTNERIEXECUTIVE E.L.ELEACHACCIDENT $100 000 OFFICERIM EMBER EXCLUDED? NIA N9WC847938 08/06/2023 08/06/2024 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $100,000 If yes,describe under 500 000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ Professional Liability (Errors & Per Occurrence/ Omissions): Claims-Made Aggregate DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Exclusions: Thomas Field; CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Ed and Sue O'Malley THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 95 Howard Ave ACCORDANCE WITH THE POLICY PROVISIONS. Mattituck, NY 11952 AUTHORIZED REPRESENTATIVE 44. ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD . � - x"��-> ,��- '� `'* gar •`;� - §:`" ' +. � }' �.- t,$:..:,- .'��(-z §`�'�` "6"�' -sY t` 'tJ-:n F s�°,��# yK1 Fy,N ' • $� s i 9..,.�T"`3i:- ti a4 L-!s` .. � � d- �. � _• _• .' lipRK, r uffc�Ek:CA s � �fl4 _ ' �* Lab = . .. or -Licari' Y s._n r HYO f FF- }V:E i ". .l E �. a t'1'1 �a THOIV'AS ,FIIB r ft in cgs.cep the . .aE�r�er ul` 1 c s.��d ALLFIELD C C TF I T1 N',&: E? . -� Drf sod _ .4,NCI se 1,95-7,55 r c�rrIMI sfoner x i Generated by REScheck-Web Software Compliance Certificate Project O'Malley Residence ; }P Energy Code: 2018 IECC Location: New York, New York p .- Construction Type: Single-family ''•���`®=fie 3 Project Type: Addition Climate Zone: 4 (5362 HDD) nmu +n Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 95 Howard Avenue O'Malley Alexander Kahn Mattituck, NY 11952 95 Howard Avenue Architectural Kahnceptions Mattituck, NY 11952 143 East Main Street Smithtown, NY 11787 Compliance: Passes using UA trade-off Compliance: 7.2%Better Than Code Maximum UA: 83 Your UA: 77 Maximum SHGC: 0.40 Your SHGC: 0.30 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 Cant. Prop. Req. Prop. Req. Perimeter Ceiling: Flat Ceiling or Scissor Truss 464 30.0 0.0 0.035 0.026 16 12 Wall: Wood Frame, 16" D.C. 555 21.0 0.0 0.057 0.060 28 30 Window: Wood Frame 60 0.300 0.320 18 19 SHGC: 0.30 Floor:All-Wood joist/Truss 464 30.0 0.0 0.033 0.047 15 22 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: O'Malley Residence Report date: . 09/21/23 Data filename: Page 1 of 9 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. - Section Plans Verified Field-Verified Pre=Inspection/Plan Review, 1 :Corplies? Comments/Assumptions Req.ID Value "Value 103.1, ;Construction drawings and ❑Complies ;Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the :Location on plans/spec: l� !building envelope.Thermal ❑Not Observable ;SEE RES CHECK NOTES !envelope represented on }❑Not Applicable SHEET Al construction documents. 103.1, ;Construction drawings and y❑Complies ;Requirement will be met. 103.2, !documentation demonstrate "ElDoes Not 403.7 !energy code compliance for ;Location on plans/spec: [PR3]1 ;lighting and mechanical systems. ❑Not Observable ;SEE RES CHECK NOTES ;Systems serving multiple _ 3EINot Applicable ;SHEET Al dwelling units must demonstrate ; ;compliance with the IECC j commercial Provisions. 302.1,.,. 4 Heating and cooling equipment is: Heating: ; Heating: I❑Complies ;Requirement will be met. 4037 ;sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2j� on loads calculated per ACCA i Cooling: Cooling: :❑Not Observable Location on plans/spec: Manual J or other methods Btu/hr Btu/hr SEE RES CHECK NOTES approved by the code official. ❑Not Applicable SHEET Al ; Additional Comments/Assumptions: 1 I High Impact (Tier 1) 2 Medium Impact(Tier 2) 1,3 1 Low Impact(Tier 3) Project Title: O'Malley Residence Report date: 09/21/23 Data filename: Page 2 of 9 section r: # Foundation Inspection. f,.Complies. ,Comments/Assumptions &Req:ID r. 303'.2.1 A protective covering is installed to 1❑Complies ;Requirement will be met. protect exposed exterior insulation UDoes Not and extends a minimum of 6 in. below 'Location on plans/spec: SEE RES CHECK NOTES SHEET Al • grade. UNot Observable ❑Not Applicable 403.9 . -Snow-and ice-melting system controls;❑Complies ;Requirement will be met. [F012]2 iinstalled. ;❑Does Not ?; ;y ;❑Not Observable;Location on plans/spec: SEE RES CHECK NOTES SHEET Al ❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) -2 1 Medium Impact(Tier 2) I'l Low Impact(Tier 3) Project Title: O'Malley Residence Report date: 09/21/23 Data filename: Page 3 of 9 :Section Plans"Verified Field Verified :# F`rammg J Rough'In Inspection Compliles� CommentslAssumptions Value Value &Req ID =fi 402:1.1, ;Glazing U-factor(area-weighted ; U- ; U- E]Complies ;See the Envelope Assemblies 402.3.1, 1 average). ;❑Does Not table for values. 402.3.3, ! 402.5 ;[-]Not Observable [FR2]1 i ; ;❑Not Applicable 1 I I I 0 I I I I I 303.1.3 ;U-factors of fenestration products - a ❑Complies ;Requirement will be met. [FR4]1 :are determined in accordance ❑Does Not with the NFRC test 4_1procedure or _ :Location on plans/spec: ;taken from the default table. =';;z ' -]Not Observable : ❑Not Applicable SEE RES CHECK NOTES I .;t.:�-:,°"" •. .j ;SHEET Al 402.4.1.1 Air barrier and thermal barrier ❑Complies :Requirement will be met. [FR23] :installed per manufacturer's ❑Does Not U instructions. Location on plans/spec: ❑Not Observable 1SEE RES CHECK NOTES ❑Not Applicable ;SHEET Al 402.4.3 Fenestration that is not site built ❑Complies !Requirement will be met. [FR20]1 is listed and labeled as meeting -. '❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC - -}'.' ❑Not Observable 400 that do not exceed code ❑Not Applicable ; limits. 402.45-'',;,IC-rated recessed lighting fixtures ❑Complies Requirement will be met. [01116]2 "I sealed at housing/interior finish - '❑Does Not land labeled to indicate s2.0 cfm ;❑Not Observable Location on plans/spec: SEE RES C leakage at 75 Pa. l-CINot Applicable ;SHEET Al HECK NOTES 403.3.1 ;Supply and return ducts in attics ''❑Complies ;Requirement will be met. [FR12]1 I insulated >= R-8 where duct is ` '_ -:. `>..' _ .-• ❑Does Not >= 3 inches in diameter and >_ '':- :Location on plans/spec: CO) ❑Not Observable R-6 where < 3 inches.Supply and "'' '; - ] SEE RES CHECK NOTES !return ducts in other portions of ?''",E]Not Applicable ;SHEET Al ;the building insulated >= R-6 for I diameter>= 3 inches and R-4.2 ; I Ifor< 3 inches in diameter. 403.3.2 ;Ducts, air handlers and filter ;❑Complies :Requirement will be met. [FR13]1 boxes are sealed with ,A`°>`,t_' '" ❑Does Not ,joints/seams compliant with E ❑Not Observable :Location on plans/spec: "` ` ' " " "' SEE RES CHECK NOTES llnternational Mechanical Code or ❑Not Applicable !International Residential Code, as , _p:;,. ',`- . 9.c" ., `; - ,r:=,.' ,. SHEET Al !applicable. 403.3 5 ' Building cavities are not used as ❑Complies ;Requirement will be met. 1'573[FR p, ducts or plenums. r ❑Does Not ❑Not Observable ;Location on plans/spec: SEE RES ❑Not Applicable SHEET Al HECK NOTES 403`.4`- ,',. HVAC piping conveying fluids ; R- R- ;❑Complies ;Requirement will be met. [FR17]2, ` above 105 QF or chilled fluids I ;❑Does Not " below 55°F are insulated to aR- Location on plans/spec: I❑Not Observable 1 SEE RES 3° ; ;❑Not Applicable ;SHE T Al HECK NOTES 403.4.1 ;Protection of insulation on HVAC r ,' ❑Complies ;Requirement will be met. [FR24]1 (piping. F ' ❑Does Not Location on plans/spec: 'C]Not Observable SEE RES CHECK NOTES 1JNot Applicable ;SHEET Al 403.53":-; Hot water pipes are insulated to R- ; R- ;❑Complies ;Requirement will be met. >_R-3. ;❑Does Not ,❑Not Observable :Location on plans/spec: s RES HECK NOTES ;❑Not Applicable SHEET Al 1 High Impact(Tier 1) 1.2`Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: O'Malley Residence Report date: 09/21/23 Data filename: Page 4 of 9 section_•; Plans Verified,; . Field,Verified " '.' F # Framing./:Rough-lnanspection Complies Comments/Assumptions„ &Req.ID Value" Value 403.6 Automatic orgravity dampers are ❑Complies :Requirement will be met. {FRl9]?' =.'� installed on all outdoor air �`, ;I � '�� - �:.❑Does Not intakes and exhausts. -]Not Observable Location on plans/spec: SEE RES CHECK NOTES !❑Not Applicable SHEET Al Additional Comments/Assumptions- 1 High Impact (Tier 1) -2'1 Medium Impact(Tier 2) 1 ,3 Low Impact(Tier 3) Project Title: O'Malley Residence Report date: 09/21/23 Data filename: Page 5 of 9 Section - Plans Verified;' S' Field Verified # =..Insulation Inspection., ° ' Value Value .`4;6mp11es? Comments/Assumptions &Req. 303_:1 •. All installed insulation is labeled ❑Complies ;Requirement will be met. UN1312 or the installed R-values ❑Does Not � •• provided. Not Observable J❑Not Applicable 402.1.1, i Floor insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.E ;❑ Wood ;❑ Wood ;❑Does Not table for values. [IN1]1 j ❑ Steel ;❑ Steel ;❑Not Observable i ;❑Not Applicable j 303.2, ;Floor insulation installed per loComplies ;Requirement will be met. 402.2.8 !manufacturer's instructions and ;❑Does Not [IN2]1 ;in substantial contact with the -]Not Observable Location on plans/spec: underside of the subfloor, or floor = j SEE RES CHECK NOTES framing cavity insulation is in #❑Not Applicable SHEET Al contact with the top side of ;sheathing, or continuous i insulation is installed on the ; underside of floor framing and extends from the bottom to the i top of all perimeter floor framing members. 402.1.11 '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 1❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.6 ;wall insulation on the wall i❑ Mass ❑ Mass :❑Not Observable [IN3]1 exterior,the exterior insulation ❑ Steel i❑ Steel i❑Not Applicable ca ;requirement applies (FR10). i i 303.2 ;Wall insulation is installed per S❑Complies ;Requirement will be met. [IN4]1 !manufacturer's instructions. ❑Does Not ' ❑Not Observable Location on plans/spec: SEE RES CHECK NOTES I❑Not Applicable i SHEET Al Additional Comments/Assumptions: 11 High Impact (Tier 1) -,2; Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: O'Malley Residence Report date: 09/21/23 Data filename: Page 6 of 9 J Se1.ction,': Plans Verified FleldN6rifled # Final'Irispection Provisions`- : Coni lies CommentslAssumptions .' &Req.ID "Value.- Value 402. .1, ;Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ',❑ Wood ;❑Does Not table for values. 402.2.2, ; ;❑ Steel ❑ Steel :[E]Not Observable 402.2.6 ; [Fill' ; ; ;❑Not Applicable ; 303.1.1.1, ;Ceiling insulation installed per J❑Complies ;Requirement will be met. 303.2 I manufacturer's instructions. }❑Does Not [FI2]1 ;Blown insulation marked every -? Location on plans/spec: ;300 ft2. :;.{❑Not Observable ISEE RES CHECK NOTES ;❑Not Applicable ;SHEET Al 462.21 3 4Vented attics with air permeable ;❑Complies ;Requirement will be met. [FI221z insulation include baffle adjacent j❑Does Not Ito soffit and eave vents that _]Not Observable (Location on plans/spec: ;extends over insulation. SEE RES CHECK NOTES I _ , :y❑Not Applicable ;SHEET Al 402.2.4 ;Attic access hatch and door R- ; R- ;❑Complies ;Requirement will be met. [FI3]1 I insulation >_R-value of the ;❑Does Not adjacent assembly. :Location on plans/spec: I ❑Not Observable SEE RES CHECK NOTES ;❑Not Applicable ;SHEET Al 402.4.1.2 ;,Blower door test @ 50 Pa. <=5 ; ACH 50 = ; ACH 50= ;❑Complies :Requirement will be met. [FI1711 1 ach in Climate Zones 1-2, and I❑Does Not <=3 ach in Climate Zones 3-8. ; :Location on plans/spec: { :❑Not Observable :SEE RES CHECK NOTES ;❑Not Applicable :,SHEET Al 403.3.3 Ducts are pressure tested to cfm/100 ; cfm/100 ;❑Complies ;Requirement will be met. [FI27]1 determine air leakage with ft2 ft2 !❑Does Not either: Rough-in test:Total :Location on plans/spec: leakage measured with a ❑Not Observable SEE RES CHECK NOTES l pressure differential of 0.1 inch 1 ❑Not Applicable SHEET Al Iw.g. across the system including ; ;the manufacturer's air handler ;enclosure if installed at time of ;test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system lincluding the manufacturer's air handler enclosure. 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies ;Requirement will be met. [FI4]1 (cfm/100 ft2 across the system or ft2 ft2 I❑Does Not <=3 cfm/100 ft2 without air �Location on plans/spec: {handler @ 25 Pa. For rough-in UNot Observable SEE RES CHECK NOTES ;tests,verification may need to ; ;❑Not Applicable ;SHEET Al Ioccur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated _ §❑Complies ;Requirement will be met. [FI24]1 I by manufacturer at<=2% of ❑Does Not design air flow. !Location on plans/spec: ❑Not Observable :SEE RES CHECK NOTES ❑Not Applicable ;SHEET Al 463,1.1` Programmable thermostats ❑Complies ;Requirement will be met. [ J9]2_ s installed for control of primary (❑Does Not Ctheating and cooling systems and ;Location on plans/spec: f initially set by manufacturer to ❑Not Observable I SEE RES CHECK NOTES 2 code specifications. ; ❑Not Applicable ;SHEET Al 403•.1.2' ' Heat pump thermostat installed ❑Complies ;Requirement will be met. [FI10]2 . on heat pumps. ❑Does Not ;.'❑Not Observable :Location on plans/spec: ;SEE RES CHECK NOTES a ; ❑Not Applicable ;SHEET Al 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: O'Malley Residence Report date: 09/21/23 Data filename: Page 7 of 9 —.,Section: P' :.'F: -lan -Verified. ield:Verlfied`: 4.: Inspection'Provisions Complies „Comments/Assumptions Value d ;-, 403Sr 1 Circulating service hot water k°` ~2❑Complies" ;Requirement will be met` [Fill]2 : systems have automatic or ,❑Does Not accessible manual controls. —]Not Observable ;Location on plans/spec: SEE RES CHECK NOTES ADNot Applicable SHEET Al 3 403;6!1,,'$All mechanical ventilation system E]Complies ;Requirement will be met. [FI25]2 _ 'fans not part of tested and listed ",❑Does Not HVAC equipment meet efficacy j :Location on plans/spec: "E]Not Observable and air flow limits per Table 3❑Not Applicable ;SEE RES CHECK NOTES R403.6.1. PP SHEET Al 4.03:2 Hot water boilers supplying heat ..,_;[__]Complies :Requirement will be met. [1`I26]2.z, through one-or two-pipe heating ❑Does Not i ysystems have outdoor setback , Location on plans/spec: control to lower boiler water <j❑Not Observable SEE RES CHECK NOTES ,temperature based on outdoor ,i❑Not Applicable SHEET Al temperature. ; 403:5.1 I Heated water circulation systems ❑Complies ;Requirement will be met. have a circulation pump.The ;, i ; T❑Does Not system return pipe is a dedicated ,1 ;Location on plans/spec: ireturn pipe or a cold water supply ,❑Not Observable :SEE RES CHECK NOTES pipe. Gravity and thermos- ]❑Not Applicable :SHEET Al ;syphon circulation systems are ti.3 not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump ; when water is in circulation loop $is at set-point temperature and "A no demand for hot water exists. 403:5.1 2;11 Electric heat trace systems , ❑Complies ;Requirement will be met. [FI29]? comply with IEEE 515.1 or UL ❑Does Not , 515. Controls automatically _JE]Not Observable :Location on plans/spec: adjust the energy input to the SEE RES CHECK NOTES heat tracing to maintain the ❑Not Applicable SHEET Al desired water temperature in the s; w. Piping. i 403.5.2_ -.'Demand recirculation water '�❑Complies ;Requirement will be met. [F130]2, _`.'systems have controls that I❑Does Not manage operation of the pump ; !Location on plans/spec: ;�❑Not Observable ; and limit the temperature of the , SEE RES CHECK NOTES water entering the cold water ;❑Not Applicable ;SHEET Al ;,,piping to <= 1049F. 4,03;5.4 "'Drain water heat recovery units r ❑Complies ;Requirement will be met. 0I31]2- , tested in accordance with CSA y, ❑Does Not B55.1. Potable water-side Location on plans/spec: pressure loss of drain water heat FINot Observable :SEE RES CHECK NOTES recovery units< 3 psi for ap ❑Not Applicable SHEET Al individual units connected to one l or two showers. Potable water- u` j -side pressure loss of drain water ` heat recovery units< 2 psi for , - individual units connected to :a three or more showers. s s 404.1 ,90%or more of permanent ='j❑Complies ;Requirement will be met. [FI611 !fixtures have high efficacy lamps . ❑Does Not ,3❑Not Observable :Location on plans/spec: r SEE RES CHECK NOTES $. s❑Not Applicable 1SHEET Al 404.1.1 Fuel gas lighting systems have 'T❑Complies ;Requirement will be met. [F123]3j,' no continuous pilot light: 111Does Not ❑Not Observable ::SEE RES Location on plans/spec: HECK NOTES ❑Not Applicable :SHEET Al 1 High Impact(Tier 1) :2' Medium Impact(Tier 2) .3" Low Impact(Tier 3) Project Title: O'Malley Residence Report date: 09/21/23 Data filename: Page 8 of 9 .:Section Plans Verified �1eld Verified # "Final Inspection Provisions Complies Com m ments/Assuptions &Req. Value' Value 401:3 .Compliance certificate posted. ❑Complies :Requirement will be met. [FI7)2, ;❑Does Not ❑Not Observable ; ❑Not Applicable 303:3,`: .- Manufacturer manuals for ❑Complies ;Requirement will be met. [FI18]3=: mechanical and water heating t❑Does Not systems have been provided. ]EINot Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) -2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: O'Malley Residence Report date: 09/21/23 Data filename: Page 9 of 9 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Door Rating U-Factor SHGC Window 0.30 0.30 Door CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments ZONING INFORMATION TABLE OF AREAS SECTION BLOCK LOT # 113.00/11.00/017.001 AREAS S.F. ZONING DISTRICT R40 LOT AREA 52,310 TOWN OF SOUTHOLD ALLOWED PROPOSED 1ST FL. AREA, EXISTING 1,731 BUILDING HEIGHT 35 11.92 F.A.R. N/A N/A 1ST FL. AREA, NEW 464 LOT COVERAGE 20% 5.35% TOTAL 1ST FL. AREA 2,195 MINIMUM SETBACKS FT FT 2ND FL. AREA, EXISTING 0 FRONT 50 109.58 2ND FL. AREA, NEW 0 2ND FRONT YARD 35 53.34 TOTAL 2ND FL. AREA 0 SIDE 15 130.53 REAR 50 EXISTING fo V FEN h I STFFRAME EST � 0.4' 1 DWELLING N I GQ� xk" / WOOD .� 16.0' .0' 3 w� h DECK PAVERS STY 20.3' I 77.0' 401112 STY. Q0�g E LOG HOME EXIST I 20.4' 2 uyi� I GARAGE o �� TLiVS,Y y s8'w 30.7' Uj z ISTYm4E o DWELLING 38.2' 30.9' EXIST CELLAR = I ENTRANCE I Q MONUMENT 02 FOUND W 130.53, II 53.34' SPLT I x NEW IST FLOOR a3'w I ADDITION 464 SF LU Z LWL I O N I J I oxw N 2, / LOT 21 z ' i LOT 20 i i I i LOT 22 / LOT 23 �,51► i 1► 1 SITE PLAN SITE SCALE: 1 =4 0'-0" INFORMATION FOR SITE PLAN TAKEN FROM SURVEY PROVIDED BY OWNER 'NOTE'SEE SURVEY FOR ACCESSORY STRUCFURE LOCATION'S ©2018 Architectural KAHNCEPTIONS, PLLC % "1,��.,� DATE PRINTED: °�y� •°A� kR�c�s ARCHITECTURAL W1STSTORYADDITION 10/18/2023 77 Co.) :m' KAHNCEPTIONS, PLLC ''' ��= O'MALLEY RE dz: o, 7D• 143E.MainStreet SIDE NCE SHEET' =Ff1• O Smithtown,NY I1787 �0 P.dWa 780.6124 SITE 95 HOWARD AVENUE MATTITUCK NY 11952 Akahn@Kahnceptions.com wwww.Kahnceptions.com�i��'pi•°• ��� . . . CENTRAL NOTES 27.NNThere new foundations are added adjacent to existing foundations.deformed 6. All gypsum board work shall be done in accordance with the West edition of the MDMNICALWAC NOTES 8. New&existing back fill material,topsoil are to be free of weeds,free roots,rocks reinforcing steel dowels shall be provided Embeclatent shall be G"inimum into Drywall Construction Handbook-by united states Gypsum and installed as per 1. No Work shall W until approved Ccustruction Documents are obtained from debris.All surplits material that is unsuitable for back fill material shall be the existing fouriclation,and secured using an eM anchorage adhesive section R702.3.All finish joints,j-beads,nail dimples,comers,edges and seams 1. if applicable,all mechanicAWAC work shall be in accordance with all state Table 3.1 Nailing Schedule TABLE 11301.2(l) ARCHITECTURAL I' the Building Department removed front the site.Proper town inspection approvals;must be obtained manufactured by Smpson Strong Me'SE7 or equal,Installed per the shall be taped and finished in accordance with mantifachirer's installation and local codes.The HVAC"in shall be designed by others,the Contractor CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA V 4 T TA TJ- zL=manufacturres recommendations,See plans for dowel sizes and locations. recommendations.Apply three(3)coats ofjoint compound The Contractor shall shall coordinate with the Owner. Joint Description of Nails Nail Sp� _ I NC:F"'TIONS PLLC before covering any excavated work GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER AIR MEAN 143 E6ast Main Street 2. Prior to any Work being performed,the Contractor shall be responsible to read wait a minimum 24 hours to dry between coats,and the final coat shall be SNO Speed d Topographic Special wind Windborne DESIGN DESIGN FLOOD Smi t, 'I]] over all notes,drawings,and specifications(if applicable),If the Contracbr sees 9. All trees that an within eight(8)feet of the building shall be protected(see approved sanded smooth.primed and ready for wall finishing,as per owner.Metal comer ROOF FRAMING LOAD� GORYf Weathering' Frost lin HAZARDS9 SM ith tovm,IVY I I 78i 7 28.Anchor bolts shall be 518,diameter x 16,lmgj-bolt Grade 55 or WIND-BORNE DEBRIS ZONES (mph) effects' region' debris zone' CATE depth b Termite, TEMP* REQUIRED' INDE)V TEMPJ any discrepancies,he shall notify the Architect for clarifications. detail sheets for more information). 3- Od P. (631) 780-6124 9M equal,minimum twoj-bolts per sole plate per ASTM F-1554 with 31 washers bead to be used on all outside corners and around all openings typical Rater to Top Plate (Toe-Nailed) 3- 8d PER RAFTER NQ I`ia I I hillf ROM COA9 JL 3EL MOD-WVY Yu- 5,U info@Kahnceptions.com with nuts and shall be embedded a minimum of 8,into concrete.Anchor bolts PER JOIST 71 1. All construction within(1)mile of water as defined by authorities having Ceiling Joist to Top Plate (Toe-nailed) M 3. 'The Contractor shall file all necessary permits,and appropriate applicatims 10.A licensed land surveyor shall perform a final grade survey prior to occupancy shall be spaced a maximum of 36,O.C.and located 6-12,from the ends of each 7. All painted surfaces must be fully covered in a uniform manner to be accepted as jurisdiction shall comply to Wind-borne Debris Zme criteria,including 130 Celing Joist to Parallel Rafter (Face-nailed) 8-16d EACH LAP MANUAL J DESIGN CRITERIA' w1wW.Kahinceptions.com prior to the start of any Work and obi ain the Certificate of Occupancy 0 the in order to assure positive drainage away from the foundation(Minimum 5%). plate section.Anchor bolts shall not be placed in doorways,Anchor bolts shall be complete by the Owner.Any painting to be done shall be two(2)finish coats of 8-16d EACH LAP Elevation Latitude Winter Summer Altitude Indoor design Design Heating temperature completion of the pn:ject for the Owner.The Contractor shall pay for permits, Drainage elevations arid direction should be noted on the document coated in accordance with the pressure treated wood manufacturers mph wind gust.Windows shall be protected using impact-re-sisimt glazing able Ceirng Joist Lops over Partitions (Face-nailed) f::10H. PER TIE heating cooling correction factor temperature temperature cooling difference premium grade paint over one(1)coat of compatible primer by Wnjamin to withstand Large Missile impact Onto& In lieu of this,openings can be Collor Tie to Rafter (Face-nailed) l5d EACHEND certificate of occupancy,and any necessary field tests as required to meei design recommenclations. Moore,'or approved equal Color as specified by the Owner.unless otherwise 2- criteria of all materials,unless otherwise agreed upon by the Owner. 11.All Drywells on-site shall be installed per State and Local Codes. protected,to a maximum of Tx 8�with 518'CDX plywood panels cut,locitted, Blocking to Rafter (Toe-naled) EACH END n-_ r 16d I noted.Any exterior wood surfaces:shall be two(2)coats of exterior grade stain and stored on site with approved hardware available. Vu%&efteF (End mailed) Cooling Wind Wind velocity Coincident Daily Winter Summer 4. AD Work completed shall be in accordance with the following codes, DEATOLIFION NOTES Footings as selected by Owner. I temperature difference velocity heating cooling wet bulb range humidity humidity 2020 Residential Code of New York State RES-C�, ENERGY NOTES Top Plate to Top Plate (Face-Nailed) 2- PER FOOT �:-� - - - 2020 Energy Conservation Construction Code of New York State 1. Remove all existing constructions and finishes necessary for the completion of 29.All footings shall bear on virginsoil having a minimum bearing capacity of(2) 8, Patch all finishes to match existing,including but not limited to.gypsum board Top Plates at Intersections (Face-nailed) 16d JOINTS - EACH SIDE I- I - T_ 2018 Wood Frame Construction Manual(WFCM 2018) the Work as shown on the drawings,Necessary disconnects and alterations to ton per square foot plas;ter.acoustic systems,wood frim,covers,base,panels.rails and wainscot. 1. All new construction shall comply with IECC 2015. Stud to Stud (Face-nailed) 4- 2e O.C. For SI: I pound per square foot=0.0479 kPa,I mile per hour=0.447 m/s. NITA Standard 70,The National Electrical Code existing mechanical and electrical systems.Patch as required all constructions Verify match of new finish materials to existing in color,texture,thickness,cut, 16d a. Wherc weathering requires a higher strength concrete or grade ofmasonry than necessary to satisfy the structural requirements ofthis code,the frost line depth strength required for weathering shall govem. to remain in accordance with the contract drawings.Where Cmtractor is 30.Footings to extend a minimum T-0,below grade,unless otherwise noted etc.to satisfaction of flie Owner prior to any installations.Provide other Header to Header (Face-nailed) 2- 16" O.C. ALONG EDGES The weathering column shall be filled in with the weathering index,"negligible.....moderate"or"severe"for concrete as determined from Figure R301.2(4).The grade ofmasonry units shall be determined 2. Install air barriers:&thermal barriers per manufactimes from ASTM C34,C55,C62,C73,C90,C 129,C 145,C216 or C652. 5. in addition to the above codes,all work shall be code compliant to the latcst designated to in&removals,disposition of materials is the responsibility of the materials to match existing to be approved by the Owner. instructions. installation Top or Bottom Plate to Stud (End-nailed) 16d b.Where the frost line depth requires deeper footings than indicated in Figure R403.1(1),the frost line depth strength required for weathering shall govern.The jurisdiction shall fill in the frost line depth editions of the NYS uniform fire prewittion,all applicable building codes,the Contractor.Verify with the Owner.the disposition and removal of any 3 1.Footings and foundations to be poured concrete of size noted on Plans, 16d column with the minimum depth offboting below finish grade. zoning codes of the local Town and all other fecleral.state and local agency components of salvageable value. 9. Patch existing walls gypsum drywall or plaster to match existing of sufficient c. Thejurisdiction shall fill in this part ofthe table to indicate the need for protection depending on whether there has been a history of local subterranean termite damage. regulations havingjurisdiction over this projecL Ifthere are any discrepancies thickness to maintain uniform wall thickness.An exposed portions of wall shall 3. All fenestration to be fisted ad labeled to meet AAMA. Bottom Plate tonoor Joist, Bandloist, 2-16di, PERFOOT d. Thejurisdiction shall fill in this part ofthe table with the wind speed from the basic wind speed map[Figure R301.2(5)AI.Wind exposure category shall be determined on a site-specific basis in accordance between agency requirements,the Contractor shall follow the strictest 2. All removals and salvage shall become the pmperty of the Contractor,unless FRAMINGICARPENIRYNCITES be finished with flm(3)coats of spackling,sanded and left in a paint ready l7ndkist - Rlncklng(�ace-palled) 3- with Section R301.2.1.4. requirements. noted or requested by the Owner. condition. 4. All recessed fighting fliclures shag be IC rated,labeled and sealed at FLOOR PRAMING led e. The outdoor design dry-bulb temperature shall be selected from the columns of97'/2-percent values for winter from Appendix D ofthe Plumhing Code ofNew YorkState.Deviations from the Appendix D 1. All carpentry wood Work shall be done in compliance with the Wood Frame hous4iglinterior finish. A- temperatures shal I be permitted to reflect local el imates or local weather experience as deten n incd by the bui Iding official.[Also see Figure R30 1.2(I)J 6, All work shall comply with the standards of the National Board of Fire 3. Remove only tion-load bearing construction and partiticris.The Contractor to Gmstniction Manual 2018. 10.Level all existing floors as required to receive new floor finishes where Joist to Sill, Top Plate or Girder (Toe-Nailed) 41.6§d PER JOIST f Thejurisdiction shall fill in this part ofthe table with the seismic design category determined from Section R301.2.2.1. Underwriters(NBFU),the American Gas Association(AGA),American Society of verify,prior to removal,that no structural components,i.e.bearing walls,beams, applicable.The Contractor shall install transition pieces approved by the Owner 5. Automatic or gravity dampers shall be installed on all outdoor air intakes Bridging to Joist (Toe-Nailed) i=i@d EACH END g. [NY]To establish flood hazard areas,each community regulated under Title 19,Part 1203 ofthe Official Compilation ofCodes,Rules and Regulations ofthe State ofNew York(NYCRR)shall adopt a Heating&Air Conditioning Engineers(ASHAI),Occupational Safety and Health headers,etc.Supporting floor,roof or ceiling joists are design ated for removal. Bloding to Joist (Toe-Nailed) 2- 8d flood hazard map and supporting data.The flood hazard map shall include,at a minimum,special flood hazard areas as identified by the Federal Emergency Management Agency in the Flood Insurance Administration(OSHA),applicable state0uilding codes and the requirements of 2. All lumber shall be Doug-Fir#2(lb-875 psi)grade stamped minimum. between various floor finishes where applicable, exhausts. Bloding to Sill or Top Plate (Toe-nailed) 3- 16d EACH BLOCK Study for the community,as amended or revised with: all public tifility,companies serving the prcject site. 4. The Contractor shall contact the Architect prior to removal of any ccristraction Ledger Strip to Beam (Face-Nailed) 3- 16d EACH JOIST i.The accompanying Flood Insurance Rate Map(FIRM), differing from the design intent.The Contractoes no,_Wtct of Architect prior 3. All lumber shall be 81 above grade minimum. ELECTRICAL NOTES G. Blower test door @ 50 pa less than 3 ach.Record when testing was conducted Joist on Ledger to Beam (Toe-nailed) 3- 8d PER JOIST ii.Flood Boundary and Floodway Map(FBFM),and 7. The Contractor and allSub-Cmtractas shall be licensed by the state fit virich to removal of any Work indicates his complete understanding that no load (after rough-in and installation of penetrations)leakage rate,and test 3- 16d PER JOIST iii.Related supporting data along with any revisions thereto. the project is located and approved in advance by the Owner. bearing or structural work is being altered under this contract and assume$all 4. Any lumber in contact with concrete or masomy,or the exterior envirmment 1. All electrical work shall be in accordance with the National Electrical Cc&,NYS specifications.If testing is not performed,a visual inspection must be performed Band Joist to Joist (End-nailed) PER FOOT The adopted flood hazard map and supporting data are hereby adopted by reference and declared to be part ofthis section. liability. shall be ACO,pressure treated luniber. Fire Underwriters Code,Residential Code of New York State,all state and local and verification may need to occur during irispection report WP twxlwo it or lap Note (loe-ndued) h. In accordance with Sections R905.1.2,R905.4.3.1,R905.5.3.1,R905.6.3.1,R905.7.3.1 and R905.8.3.1,where there has been a history oflocal damage from the effects ofice damming,thejurisdiction shall 8. The Contractor and all Sub-Cmtraclors shall carry workers compensatim and codes,and utility company codes and regulations. Wood Structural Panels 8d (See Table 3.10) . fill in this part of the table with"YES."Otherwise,the jurisdiction shall fill in this part of the table with"NO." general liability insurance that complies with state,local codes and orditances. 5. All structural systems shall be maintained and be adequate strength to Support 5. Ali new exterior wood fence and new decking materials shall be water sealed& 7. 12-factors of fenestration products are determined in accordance with the NFRC Diagonal Board Sheathing 1. Thejurisdiction shall fill in this part ofthe table with the 100-year return period air freezing index(BF-days)from Figure R403.3(2)or from the 100-year(99 percent)value on the National Climatic Data the new design loads and to resist the deformation caused by such loads as stained as per manufachnes recommendations. 2. Furnish nre Underwriters Certificate upon completion of work W procedures or taken from the defauh tables I- 8d PER SUPPORT Center data table"Air Freezing Indcx-USA Method(Base 32*F)." DATE REV.* DESCRUMON 9. All work is to be coordinated with the Owner.The Contractor is to meet with the applicable.For Minimum design load values,see table K301.5 on General Note is j. Thejurisdiction shall fill in this part ofthe table with the mean annual temperature from the National Climatic Data Center data table"Air Freezing Index-USA Method(Base 32*17)." Owner prior to starting consinictim.The Contractor will present the building sheetAl x1 0" or Wider 3- 8d PER SUPPORT k. In accordance with Section R301.2.1.5,where there is local historical data documenting structural damage to buildings due to topographic wind specd-up effects,thejurisdiction shall fill in this part ofthe permit&insurance certificates to the Owner prior to starting construction. G. Sills to be pressure treated and securely flashed with termite shiel&The sill plate 3. The Contractor must verify with his licensed electrician if an upgrade of 8. A protective covering is installed to protect exposed exterior insulation and CEILING SHEATHING table with"YES."Otherwise,the jurisdiction shall indicate"NO"in this part of the table. Owner governs all aspects ofoutside Contractorsworking on the propeily. 6. All electrical cmduits,wires,and equipment adjacent to or contained within shall be 2x6.unless otherwise noted electrical service is required for this project,and notify the Owner. extends a minimum of 6 in.below grade. Gypsum Wallboard __T5d Coolers 1 7' Edge / 10" Field 1. In accordance with Figure R301.2(5)A,where there is local historical data documenting unusual wind conditions,the jurisdiction shall fill in this part ofthe table with"YES"and identify any specific existing partitions shall be removed back to the next panel board and shutdown. WALL SHEATHING requirements.Otherwise,the jurisdiction shall indicate"NO"in this part ofthe table. 10.All materials to be furnished and incorporated into the Work shall be rev. No circuits,wires or equipment shall remain open or five during cmstructim. 7. All metal connectors shall be'Simpson Strong-tie No substitutions allowed. 4. Per Section R315&the 2020 NYS Fire Code Section 915,A carbon monoxide 9. All insulation shall be installed and labeled w/R-value provided in.In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part ofthe table. unused and of quality standard to the industry of similar nature and character, Metal connectors shall be at all appropriate locations includin&but not kited alarm shall be provided on each story cmiaining a sleeping area,within 10 feet Wood Structural Panels 8d (See Table 3. n.Thejurisdiction shall fill inthese sections of the table to establish the design criteria using Table laor IbfromACCAManualJ orestablished criteria determined by the jurisdiction. unless otherwise noted,All materialsshall be installed using the Manufxturees to,Roof to wall wall to wall.wall to foundation,and all other locations as of the sleeping area.Mom than one carbon monoxide alarm shafl be provicled 10.Floor insulation installed per manufacturer's instructions and in substantial Structural Fiberboard Panels o. [NY]The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet.Sites at elevations above 1,000 feet shall have recommendations and best standards of construction. FOUNDATION/CONCRETE NOTES required by code.If a connection is not specified,the Contractor shall notify the where necessary to assure that no sleeping area on such story is more than 10 contact with the underside of the subfloor,or floor framing cavity insulation is 1/2" 11ga. galv 6- Field their ground snow load increased from the mapped value by 2 psf for every 1,000 feet above 1,000 feet. Architect prior to ordering. feel away from a carbon monoxide alarm.A carbon monoxide alarm shall be in contact with the top side of sheathing.or continuous insulation is installed on 25/32' 11ga. galv 3" Edge 6' Field TABLE R301.7 TABLE R301.5 11.Allmaterials,assemblies,&methods cfconstruction arelobesupervisecibythe General provided on each story that contains a carbon monoxide source&fuel-burning the underside of floor framing and extends from the bottom to the top of an ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERSb.c Contractor to be sure they are in accordance with the drawings,specifications, 1. =iecontractor shall provide foundation plans to the geotechnical engineer for a liance Gypsum Wallboard (1/2' MIN) 5d Coolers 7* Edge 10- Field MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS &A relevant codes.Any variations frm the drawings&specifications will not review to ensure compliance with the geotechnical report The Contractor shall 8. Framing shall be doubled around all openings&joists tindff parallel walls above PP perimeter floor framing members. Hardboard 8d (See Table 3.11) STRUCTURAL MEMBER ALLOWABLE (in pounds per square foot) DEFLECTION Particleboard Panels 8d (See manufacturer) USE LIVE LOAD U be permitted,unless by written consent from the Architect be familiar with the geotechnical reporL if a conflict occurs between the notes 5. Single and multiple station smoke alarms shall be provided in accordnce with 11.Wall,floor&ceiling insulation shall be installed in accordance with the Rafters having slopes greater than 3:12 ith and the gootechnical engineer's recommenclatims,then the most stringent shall 9. All beams,girders,etc.to have minimum bearing of 3.5*. Diagcnal Board Sheathing w L1190 Uninhabitable attics without storage' 10 NOTE,FOR TMCAL DEAD 12,Substitutions not pemiW unless by written consent from owner&Architect apply. Section R314(IRC)as modified by the NYS Supplement They shall be provided manufacturees installation instructions. 1"x6" or 1*x8" 2- 8d finished ceiling not attached to rafters LOADS FOR WOOD FRAME 10.Nojoist or Mid shall be cut more than 113 its depth for any piping work,duct or in each sleeping room,outside each separate sleeping area.and on each level 1%10" or Wider PER SUPPORT Interior walls and partitions H1180 Uninhabitable attics with limited storage- 20 CONSTRUCTION ASSUME C) 13.if the Cortractor requires additional details or information not found on the 2. The Contractor shall verify all dimensions,drops,slopes,and shall report with the exception of uninhabitable spaces per the Residential Code of New York 12.Vented attics with air permeable insulation include baffle adjacent to soffit& FLOOR SHEATHING Floors L1360 Habitable attics and attics served with fixed stairs 30 �_I drawings or specifications(if apphcable),then the Contractor shall request this discrepancies to the Architect prior to the start of omstruction. electrical work State.Smoke alarms and carbon monoxide alarms shaD be interconnected so that eave vents that extends over insulation. Ceilings with brittle finishes(including plaster 10 LBS/SQ.Fr., information from the Architectin writingphor to the start ofconstruction. the actuation of one alarm activates all of them.The alarm shall be clearly Structural Panels and stucco) L1360 Balconies(exterior)and decke 40 UNLESS OTHERWISE NOTED 3. During construction the Contractor may encounter existing conditions that were 11.All stair construction to comply with."residential building code.8 114* audible in all bMiooms. 1" or Less 8d V Edge 12" Field Fire escapes 40 maximum riser,9,minimum tread depth.1114,max nosing,V high handrail 13.Attic access hatch&door insulation�R-value of the adjacent assembly Greater than 1' 10d 6- Field Ceilings with flexible finishes(including gypsum L/240 14.DO NOT SCALE THE DRAWINGS.Written dimensions take precedence over unknown during design and vary from the plans.The contractor shall notify the G. Prior to installing gypsum work the Contractor shall coordinate with the Owner Diagonal Board Sheathing I board) Guards and handrail Sd 200" scaleddimensionslTiFeTontrac shall notify the Architect of any discrepancies Architect in writing prior to proceeding With the Work of all discoveries that 14.Construction drawings mid documentation demonstrate energy code compliance 2- 8d All other structural members L1240 m drawings prior to starting the Work If the Contractor is unsure of a specific interfere with proper execution of the Work ad/orjeopadze the structural 12.All gable walls taffer than&-l"above the finished floor(ie cathedral ceilings) to determine the location of any items such as thermostats,telephones.cable, 1*x6* or 1*x8* Guard in-fill components' 50, dimension,the Contractor shall noM,the Architect for clarification, integrity of the structure. shall be framed with 2xG studs @ I G"O.C.minimum. intercoms,alarms.etc. for the building envelope.Thermal envelope represented on construction fxlff nr Hdpr 3- 8d Exterior walls-wind loads'with plaster or documents ' Nailing requirements are based on wall sheathing nailed 6' on-center at the panel stucco finish H/360 Passenger vehicle garages' 50' 15.The Contractor shall verify all dimennons in field,9 them me any discrepancies 4. Underground utility services that ran parallel to the foandation shall not be 13.Fire blocking shall be provided per section R302.1 I both vertically blocked at 7. The Contractor shall verify with the owner,location and quantity of lisliting 15.Compliance certificate posted A certificate identifying the energy-related edge. If wall sheathing Is nailed 3* on-center at the panel edge to obtain higher shear Exterior walls-wind load Sa with other brittle H1240 Rooms other than sleeping rooms 40 on the drawings,Contractor shall notify the Architect prior to starting de Work located closer than 5 feet from the foundation. fixtures,switches.outlets,etc. capacities, nailing requirements for structural members shall be doubled, or alternate finishes od Sleeping rooms 30 C intervals not exceeding 8 feet and horizontally blocked at intervals riot features of the building must be located on or in the electrical patiel,or other ctor shear Mte%ushall be used maintgin th%loqd Exterior walls-windloads'with flexible finishes H112 approvedlocation. en w ing is c n inu s over connec mem ers, e a a e'd 16.On site verification of dimensions and conditions to be made before ordaing 5. A moisture retarder,such as two layers of 15#felt or one layer of 30#felt,and exceeding 10 feet.Fire blocking shall be installed also in concealed spaces. 8. All switches shall be installed 36,above the finish floor,unless otherwise notect q0we 5 1 lsfia& , ir 19:1 021 Lintels supporting masonry veneer walls' L1600 Stairs 40c Must provide I bl�ls >_4 materials;or starting work hot-mMed or approved equivalent foundation membrane shall be applied to I number of nails shall be permitted to be reduced to 1- 16d nail per foot. I - i D, J and S a exterior wall surfaces below grade to be continuous from top of foundation and 14.lateral stability in floors&ceilings-depth(d),width(b) 16.Supply&return ducts in attics insulated 2:R-8 where duct is?3in in diameter Note:L=span length,H=span height. For SI: I pound per square foot=0.0479 kPa,I square inch 645 mm', 17.Before proceeding w/the Work any omissims/discrepancies of the CmAruction extend to lap edge of footing.Seal fie holes,voids and honeycombed am with 14.a. 0:5 2;no lateral support shall be required. 9. rower outlets shall be provided in the following locatiom &�R-6 where<3m.Supply&return ducts in other portions of the building I pound=4.45 N. NYS Energy Documents andlarjobcondifions shall be clarified by theArchitect. sealant before damp proofing. 14-b. 2<d1b S 4;the ends shall be held in position by frill depth solid blocldn& a. In every habitable room insulated�R-6 for diameter a 3in&R 4.2 for<3in in diameter. TABLE 3.10 ROOF SHEATHING TABLE 3.11 WALL SHEATHING&CLADDING a. Elevated garage floors shall be capable of supporting a 2,000-pound load bridging.hangers,nailing,or bolting to other framing members i. Every wall,in every room,shall have at least(1)me power outlet. applied over a 20-square-inch area. 18.No deviations or changesto the struciural system shall be made unless approved 6. A minimum 6-mil thick polyethylene vapor retarder sheeting shall be placed 14.c. 4<d1b 5 5 the conipression edge of the member shall be held in he for iL Outlets to be spaced Cal 12ft o.c.in=starting at 6ft from any opening. 17.Building cavities are not used as ducts or plenums ATTACHMENT REQUIREMENTS FOR WIND LOADS ATTACHMENT REQtRREMENTS FOR WIND LOADS b. Uninhabitable attics without storage are those where the clear height directly below the concrete;lapjoints a minimum of G'and sea]with duct tape its entire Length to prevent lateral displacerrient,as by adequate sheathing b. in kitchens above countertops 130&140 MPH between joists and rafters is not more than 42 inches,or where there are 0 by the Architect in written consent 130&140 MPH not two or more adjacent trusses with web configurations capable of accommodating an assumed rectangle 42 inches in height by 24 inches in or other tape approved for such use by its manufacturer.Vapor retarder shall or subflooring,&ends at point of bearing shall be held in position to i. All outlets to be GF0.Spaced @ 4ft o.c.maximum 18.Duct lightness test results of:5 4cfm/100ftz across the system or 5 3cfai/100fiz 700-YR WIND SPEED 3-SECOND GUST(MPH) Z 19.The Contractor must fully guarantee ill Work and the Work of his extend to the perimeter formwork prevent rotation ancVor lateral displacement. H. Provide(1)one GFCI outlet within Z-01 of any sitik range,&fridge without air handler @ 25 Pa.For rougb-in tests,verification may need to occur STRUCTURAL SHEAMNG 700-YR WIND SPEEI)3-SECOND GUST(MPH) width,or greater,within the plane of the trusses.This live load need not Sub-Contractors for a period of eve(1)yen after substantial completior of the 14-d 5<d/b 9 6-bridging,full depth solid blocking or diagonal cross bracing iii.Provide(1)one GFCI outlet on an island during framing inspection, E STRUC7URAL SHEATHING be assumed to act concurrently with any other live load requirements. preject,unless otherwise noted 7. Concrete slabs shall rest on minimum 61 fine gravel or sand with a 6 mil shall be ins,talled at imervals not exceeding 8 feet,the compression edge c. Individual stair treads shall be designed for the uniformly distributed live polyethylene vapor barrier under occupied space. of the member shall be held in fine as by adequate sheathing or C. In Bathrooms SHEATHING RAFMMUSS FRAMING RAFTERITRUSS Maximum Nail Spacing for E F load or a 300-pound concentrated load acting over an area of 4 square 20.The Contractor shall indemnify and bold harmless the Owner.Archited their subflooring.and ends at point of bearing shall be held in position to i. Provide(1)me GFCI outlet in every bathroom,unless otherwise noted 19. Ducts are pressure tested to determine air leakage with either,Rough-in tesL LOCATION' SPECIFIC GRAVr1Y,G STACING(in) 8d Common Nails(in,O.C.) SHEATHING RAFITIMUSS Maximum Nail Spacing for inches,whichever produces the greater stresses. agents and employm from and against all claims,damages.loses and expenses. 8. Flash all joints where slab abuts framing. prevent rotation andbr lateral displacement d In Garages Total leakage measured with a pressure differential of 0.lin w.&across the LOCATION' SPACING(in) 8d Common Nails(in.O.C.) d. A single concentrated load applied in any direction at any point along the l4e. 6<0.5 7;bothedgesof the member shall be heldin he fortheirentire i. All outlets to be GFCL Spaced Ca 12ft O.C.maximum,starting at 6ft sysVm including the manufacturees air handler enclosure if instlled at time of INTERIOR ZONE .42,.49 12-24 6 12 top. 2 1.The Architect is responsible for design intent only,unless retained by the Owner Fill length&ends at points of bearing shall be held in position to prevent from any opening test.Fostconstruction test.Total leakage measured with a pressure differential of INTERIOR ZONE 12-24 6 12 e. See Section R507.1 for decks attached to exterior walls. BIOWer doo for supervision of work 9. 76-backfill shall be placed against foundation wall until first floor framing is in 0.lin w.g.across the entire system including the manufacturer's air handler PERIMETER .49 IG 6 12 f Guard in-fill components(all those except the handrail),balusters and place. rotation and/or lateral displacement. enclosure. EDGE ZONE PIMMM 12-24 6 12 panel fillers shall be designed to withstand a horizontally applied normal -and ductwoi 10.Electrical receptacle outlets shall be installed in accordance w/Section E3901.9 .42 16 6 6 EDGE ZONE load of 50 pounds on an area equal to I square foot.This load need not be CONTRACTOR RESPONSIBILITIES GABLEENDWALL RAKE OR RAKE TRUSS assumed to act concurrently with any other live load requirement. tcstingrcquir A. 10,All existingfili shall be replaced in accordance with the geotechnical report The ATmoWS&DooRSNOTEs 20.90%of lamps in permanent fixtures or 90%of permanent fixtures have a high '07TH UP TO ITT OVERHANG BOARD SHEATHING g. Uninhabitable attics with limited storage are those where the clear height I. The contractor shall be responsible fcr all construction means and methods.The geotechnical engineer shall approve any fill consisting of onsite soils. 11.AD receptacle outlets itistatled in the detached garage shall have ground-faalt efficacy lamps.Does not apply to low-voltage fighting. between joists and rafters is not greater than 42 inches,or where there are contractor,in the proper sequence,shall provide proper shoring and bracing as I. All windows and exterior doors shall be as manufactured byAndersen',unless circuit-intermpter protections,in accordance with Section E3902.2 BOARD SHEATHING SHEATHING SIZE RAFTER/TRUSS Minimum number of two or more adjacent trusses with web configurations capable of necessary during construction to achieve the final completed structure. 11.Any structural fill shall be in accordance with the geotechnical report Field SPACING(in) 8d Common Nails per support accommodating an assumed rectangle 42 inches in height by 24 inches in Z otherwise noted.All window&door sizes specified on the plans areAndersen' 2 1.Fuel gas fighting systems have no cominuous pilot fight. n W 0 C) density tests are required for the sub-grade below the fill and each lift including, code numbers specified for 400 series Tilt Wash Double Hung Full Frame or 12.Provide ground-fault&am-fault circuit-interrupter protections in accordance RAFTEIMSS Minimum number of width,or greater,within the plane of the trusses. W :e in 2. The Contractor shall be responsible for the scheduling of all activitiesA keeping but not limited to,flatwork areas such as driveways and patios. 400 series Casement&Awning windows.SeeAndersen'specifications for rough with Men E3902 SHEATHING SIZE STACING(in) 8d Common Nails per support IxG OR I x8 SHEATHING 12-24 2 The live load need only be applied to those portions of thejoists or truss ELECTRICA Z 22,Air handler leakage designated by manufacturerat:5 2%of design air flow. bottom chords wherc all of the following conditions are met: 0 0 V) , .4 the pMect on toe. 12.Fill required adjacent to the footprint of the foundation or any flativork shall be opening wts. IxG OR Ix8 SHEATHING 12-19.2 2 IxIO OR LARGER SHEATHING 12-24 3 1.The attic area is accessible from an opening not less than 20 inches in INSPECTION Reo C4 2 Z 11.At last one wall-switch-caritrolled lighting outlet to be installed to provide E-Nail spacing at panel edges(in.) 'E" 7D W .4 0 C> 3. The Contractor shall coordinate consiraction activities with the Owner to compacted to the same specificalions required within the footprint of the 23.Programmable thermostats installed for control of primary heating and cooling I x 10 OR LARGER SHEATHING 12-19.2 3 width by 30 inches in length that is located where the clear height in 0. <� >. 2. All windows&doors shall be installed in accordance w/manufacturer specs illumination on the exterior side of each outdoor egress door having grade level F-Nail spacing at intermediate supports in the panel field(in.) the attic is not less than 30 inches. minimize interruptions to normal Nwr operations. foundation and for a horizontal distance of 3 feet for every foot that the finished systems and initially set by manufacturer to code specifications. E-Nail spacing at panel edges(in.) -:4 access,in accordance with Section E3903.2. �: floor concrete elevation is above existing grade. F-Nail spacing at intermediate supports in the panel field(in.) 2.The slopes of the joists or truss bottom chords are not greater than 2 < U I For roof sheathing within 4 W of the perimeter edge of the roof,including 4 feet on each side of Z >. = 4. The Contractors shall maim timely sif�nnissims to the Owner of all inquiries to 3. All headers shall be(2)-2xl 2 minimum,unless otherwise noted 10.At least one wall-switch-controlled lighting outlet shall be installecim' every 24.Heat pump thermostat installed on heat pump I for roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peA the 4 foot perimeter the roof peak the 4 foot perimeter edge zone attachment requirements shall be used inches vertical to 12 units horizontal. C) Z .4 CA allow reasonable and adequate time for review and for approval of submissions 13.There shall be a minimum of G*between the top of the founclation and the brick 3.Required insulation depth is less than the joist or truss bottom chord 0 r_ -1:11 < W. P. �T. = C) habitable room,bathrooms,hallways,stairways,attached garages,and detached edge zone attachment requirements shall be used. 2 for wind speeds greater thin 130 mph,blocking is required which transfers shear load to two U Z in without delaying the progress of any part of the project. ledge from final grading,including landscaping. 4. The Contractor shall seal and/or prime all doors immediately upm installation. member depth. w - garages with electric power. 25.Circulating service hot water systems have automatic or accessible manual 2 Foraind speeds greater than 130 mph,blocking is required which transfers shear load to two addifional joists(3 joists total) additional joists(3 joists total) -PLUMBER CEq TIFICA E5 �: V) controls. Z �4 5. The Contractor shall be responsible for all site safety requirements to protect 14.Surf=water shall be directed away from the founclation at minimum slope of 0 0 5. All glazing and skylights shall be in accordance with the NYS Residential ON LEAD CONTFAI T, - Z workers and all other people on site during all construction phases at all times. 5%within 10 feet of foundation.No ponding of surface water shall be allowed 11.All appliances shall have separate circuits,amperages shall be based on 7-Pr x E- Building Code for impact resistance. 0 within 10 feet of the foundation during coristructim or completion of the Work manufacturer's recommendations and specifications. 26.All mechanical ventilation system fans not part of tested&listed HVAC MANDATORY ITEMS FROM CHAPTER I I ENERGY EFFICIENCY 2020 RCNYS party conducting the test and provided to the code official,the written report NI 103.1.1(R403.1.1)Programmable thermostat The thermostat controlling the NI 103.5(R403.5)Service hot water systems.Energy conservation measures for It-ICA TE OF 0 7 E_ 1- Z g - TOWN up� - `:� E_ NOTES FROM THE cc Af LOT it4 0 All materials shall be installed in accordance w/manufacture6 specificitions equipment meet efficacy&air flow limits. shall include, primary heating or cooling system of the dwelling unit shall be capable of service hot water systems shall be in accordance with Mons N 1103.5,1 Z Z W Concrete G. All glazing in hazardous locations according to section R308.4,shall be NI 101.14 Certificate.A permanent certificate shall be completed by the builder The name and place of business of the parly conducting the kst; controlling the heating and cooling*,*in on a daily schedule to maintain through N 1103.5.4. SOLDER USED IN I-, PLUMBING NOW WA 0 Z0 .4 7. No materials;shall be used for coristruction until it has been inspected& 15.Te=r .2,all concrete to be air-entrained with minimum compressive strength insulated tempered glass. 2 7.Hot water boilers supplying beat through I or 2 pipe heating systems have and posted on a wall in the space where the furnace is locatcA a utility room or The address of the building which was te*d; different temperature set points at different times of the day.This thermostat shall P: = <� >- Z r4 art approved location inside the building where located on an electrical panel, include the capability to set back or temporarily operate the system to maintain SUPPLY SYSTEM CANA, accepted by the Owner,unless othenvise agreed upon.All materials rejocted of 3000 0 at 28 days.All concrete to be air-entrained wl minimum outdoor setback control to lower boiler water temp,based on outdoor temp. The conditioned floor area of dwell*calculated in accordance with ANSI zG5, NI 103.5.1(R403.5.1)Heated water circulation and temperature maintenance shall be immediately removed from the site¬ offered for inspection again. compressive strength of RWO psi at 28 days for porches,steps exposed to 7, All windows to be double gJazed with Low-e glazing,U9 1 maximum,& 1. All plumbing work including the water supply and sewage disposal system shall the certificate shall rot cover or obstruct the visibility of the circuit directory cept that conditioned floor am shall include areas where the ceiling height is zme temperatures down to 551f or up to 851f.the thermostat shall initially be systems(Mandatory).Heated water circulation systems shall be in accordance EXCEED 2110 OF I% LEI C> Z I- programmed by the manufacturer with a heating temperature set point no �: I- -in weather,garage floor slabs&carport slabs.Minimum fooling width per R403.1. SHGC-.40 maximum,Design pressure-50,All exterior doors to heated spaces be installed in accordance with part VH of the Residential Code of New York label,service disconnect label or other required labels.the certificate shaft fist the ex with Section RI 103.5.1.1.Heat trace temperature maintenance systems shall be APP 0 ED ASNOTED U in Z V" State,Plumbing Code of NYS.the County Department of Health and other 28.Heated water circulation systems have a circulation pump.The system return predominant R-values of insulation installed in or m cedingftDof,walls, less than 5 feet(1524 nur); higher than 700f&a cooling terriperature set point no lower than 780f. in accordance with Section R 1103.5.1.2.Automatic controls,temperature sensors V < Z_ 8. AD Work shall be executed using besf:cortstruction practices and all workers shall be insulated and weather-stripping installed per the Energy Conservation pipe is a dedicated ittum pipe or a cold water supply pipe.Gravity foundation(slab,basement wall,crawl space wall and/or floor)and ducts outside Measurement of the air volume 10 at an internal pressurization of 0.2*w.g.(.50 in rA shall be skilled in their trade. 16.Concrete shall be placed in continuous pour,unless otherwise approved by an Construction Code of New York State. agencies havingjurisdiction. and puirps shall be accessible.Manual controls shall be readily accessible. IDA7:L�-33B.P#__Ll� thermos-syphon cirrulation systems are not present Controls for circulating hot conditioned spaces;t-factors for fenestration and the solar heat gain coefficient pascals); Engineer in writing.In no case shall aijacent concrete be placed more than 30 1 water system pumps start the pump signal for hot water demand within the (SHGC)of fenestration,and the results frorn my required duct system and The date(s)of the tes� NI 103.1.2(R40,912)Heat pump supplementary heat.Heat pumps having AM11 ext i lightt�it� u,4 9. Items shown on plans but not specific!*stated in the specifications and/or vice minutes apart to prevent a cold joint If there is an unplanned delay,vibrate the 8 Provide at least me window in each bedroom for emergency exit(egress)in 2. Contractor shall provide cut sheets of all plumbing fixtures for Owner approva occupancy Controls automatically turn off the pump when water is in supplementary electricresistance heat shall have controls that.except during NI 103.5.1.1(R403.5.1.1)Ciriculation systems.Heated water cirmlation systems FM 6� I?, By.. installe i plaCed P.e >G versa shall be considered to be included in the cmtract(if applicable) fresh concrete&contact Engineer promptly for instructions on how to proceed ' conformance with Residential Code of New York State.'Alindows shall have circulation Imp is as a set-point temperature&no demand for hot water exists. building envelope aft leakage testing done on the building.where there is mOre A certification by the party condiicfing the test of the accuracy of the test results; defrost.prevent supplemental heat operation when the heat pump compressor shall be provided with a circulation pump.The system return pipe shall be a NOTIFY BUILDING DEPARTMENT AT than one value for each component,the certificate shall fist the value coveting 11 10.The Contractor shall be responsible for Shop Drawings when applicable All 17.All mixing,transportation,placing and curing of concrete shall comply with minimum openings of 24,vertical,20,horizontal,with a minimum clear 3. The Contractor shall install hot water baseboard heat(unless otherwise noted)in the largest area.the certificate shall Est the types and efficiencies of heating The signature of the party conducting the test. can meet the heating load dedicated return pipe or a cold water supply pipe.Gravity and thermo-syphon 631-765-1802 8AM TO 4PM FOR THE repaired conditions and dimensions am to be field verified by the Contractor. ACI-318,current edition.Do not place concrete less than two days prior to a opening of 5 sq ft for Ist floor and 5.7 sq ft for 2nd floor.Habitable spaces shall each room to meet the"Sn heating load The hot water heater shall have a 29,Electric beat trace systems comply with M 515.1 or UL 515.Controls cooling and service rater heating equipment where a gas-fired unvented room circulation systems shall be prohibited Controls for circulating hot water system FOLLOWING INSPECTIONS: to C1 aptcr172 freeze unless protective measures are taken.Concrete shall be placed when have a minimum of 8%of floor area for glizing and minimum of 4%of floor maximum temperature setting of 140F. automatically adjust the energy input to the heat tracing to maintain the desired heater,electric furnace,or baseboard electric heater is installed in the residence. NI 102.4.2(R402.4.2)Fireplaces,New wood-burning fireplaces shall have NI 103.3.2 Sealing.Ducts,air handlers&filter boxes shall be sealed joints pumps shall start the pump based on the identification of a demand for hot water 1. FOUNDATION-TWO REQUIRED of the ro 11.The Contractor shall be responsible for removal of allcmstruchon debrisfrom temperatures are at a minimum of forty degrees Fahrenheit(400F)and rising, area for ventilation.Provide egress hardware for casements where appHcable. water temperature in the piping. the certificate shall Wgas-fired unvented room heater,,*electric funiacel or fight-fitting flue dampers or doors,and outdoor combustion air.Where using seams shall comply with the 2020 Residential Cc&of New York State within the occupancy.The cmtrols shall automatically turn off the pump when FOR POURED CONCRFTE pmjed site&shall provide dumpster;etc.as req!d The project site shall be kept unless proteclive measures am taken as specified by the concrete supplier. 4. There shall be botfcold water supply lines&shut-off vaIves at all fixtures. *baseboard electric hmter,l as appropriate.an efficiency shall not be listed for figirt-fitting doors on factory-built fireplaces listed and labeled in accordance Exceptions, the water in the circulafion loop is at the desired temperature and when there is 2. ROUGH-FRAMING&PLUrVBING reasonably orderly on a daily basis.At the completion of theWorkthe 9. R312.2 Window fail protection Any window A that ii<24,hi�h slid be required to WWI 30.Water distribution systems that have recirculation punf ps that pump water gas-fired urivented room heaters,electric furnaces or electric baseboard heaters. with UL 127,flic doors shall be tested and fisted for the fireplace.where using Air-impermeable spray foam products shall be permitted to be applied without no demand for hot water. TITLE SHEET Window openinS control devices(WOCV)installed per R31222&omply with ASBi F2090. fight-fitting doors on masonry fireplaces,the doors shall be listed and labeled in ackfiffmaljoirttsab. 3. INSULATION Contractor shall remove all waste materials,tools,rubbish,etc.,from the site& 18.In no case will the placement of concrete having a temperature in excess of ne WOCD after operation to rehw the control devke silowing the window to fully open shA 5- All Piping shall be pitched minimum 1/8,per foot unless otherwise noted from a heated water supply pipe back to the heated water source through a cold accordance with UL 907. 4. FINAL-CONSTRUCTION!M1 I S GENERAL NO7]TES leave the floors broom clean.The final cleanup shall be to owner satisfaction. initiety,degrees Fahrenheit(901F)be permitted. not reduce the net clear opening=a of the window unit to less thm the au required by water supply pipe have a demand mcivculation water system.Pumps have N 1102.4(R402.4)Air leakage.The building thermal envelope shall be For ducts having a static pressure classification of less than.91 of water column NI 103.5.12(R403.5.1.2)Heat trace systems.Electric heat trace systems Shan UST Sectim)1310.21 G. 4"pipe shall be used through any foundation walls,all waste lines below grade controls gut manage operation of the pump and fimit the temperature of the coristructed to limit air leakage in accordance with the requirements of sections NI 102.4.3 IR40243)Fenestration air leakage.Windows,skylights and sliding (500 pal,additional closure systems shall not be required for continuously comply with IM 5 13.1 or UL 515.Cmtmls for such systems shall automatically BE COMPLETE FOP.C.G. FE1\11 SITE NOTES 19.In area subject to freezing conditions,concrete shall be designed accordingly shall be extra heavy piping all potable water sttpply�fines M be type 1:copper water entering the cold water piping to 104117. R402.4.I through R402.4.6. weldedjoints and seams,and locking-typie joints and seams of other than the a4ust the energy input to the heat tracing to maintain the desired water ALL CONSTRUCTION SHALL M.EFT THE using air entrainment or other appropriate methods glass doors shall have an air infiltration rate of no more than 0.3 cfm per square snap-lock and button-lock types. tempera�uv in the piping in accordance with the times when heated water is REQUIREMENTS OF THE GODE,:�OF--�EVV I. Contractor shall visit the site to verify existing ronditions&make all appropriate 10.Flashing pans to be installed under all exterior doors&winclows,Exterior doors piping,all new piping shall have insulation installed as required by code. foot(1.5 I/s1m2),and swinging doors no mom than 0.5 cfm per square foot(2.6 V used in the occupancy. IN' inquires to determine conditions&fidd construction criteria prior to submission 20.Maximum aggregate size shall be I%In or 113 the depth of the concrete slab, are to be fully weather-stripped.Provide all screens&hardware as required. 3 1.Drain water heat recovery units tested in accordance with CSA B55.1.Potable NI 102.4.1 Building thermal envelope.The building thermal envelope shall slm2),when tested according to nfrc 400 or aamalwdma/csa 1011i.s.2/a,140 by YORK STATE. NOT 7. The size of typical waste pipe diameter for fixtures as followed, water-side pressure loss of drain water beat recovery units<3 psi for individual comply with sectims NI 102.4.1.1 and NI 102.4.1.2.the sealing methods an accmAtd independent laboratory and listed and labeled by the NI 103.3.2.1 Sealed air handler.Air handlers shall have a manufacturers DESIGN OR CONSTRU(;TC)r-,Ll Project A- 2345 of bids,&shall make no additional claims regarding site conditims thereafter. whichever is less. units connected to one or two showers.Potable water-side pressure loss of drain between dissimilar nArials shall allow for differential expansion and manufacturer. designation for an air leakage of no more than 2%of the design air flow rate N 1103.8(R403.13)Mechanical ventilation.The building shall be provided with Contractor&Owner's agreement to enter into the work shall suffice as their 11.All new moldings,casings,window frames,etc,shall match existing unless Dishwasher,Sinks or lavatories,11/2, water heat recovery units<2 0 for individual units connected to 3+showers. contraction. when tested in accordance with ASHRAE 193. venfilafim that meets the requirements of the 2020 RCNYS,as applicable,or Drauing Scale: AS NOTED acceptance to the terms specified hen.-in,&shall be incorporated into any&all 2 1.Maximum water added to concrete at the jobsite.without written permission otherwise noted Clothes Washer,Shower or Tub,2' 11 Willi other approved means of ventilation.Outdoor air intak s and exhausts shall Drawri By: YAIAJK agreements between the Owner&Contractor. from the concrete supplier,is I%gallons per cubic yard of concrete.Concrete Water Closets,3, N 1102.4.4(R402,4.4)Room containing fuel-burning appliances.In chmate NI 103.3.3(R403.3.3)Duct testing.Ducts shall be pressure tested to determine have automatic or gravity dampers that close when the ventilation system is not COMPLY WITH ALL CODES OF tickets showing time of mix,time of&livery,yards delivered and total water 12.All windows and doors shall be caulked and sealed per the Energy Conservation 32.Manufacturer manuals for HVAC&water heating systems shall be provided N 1102.4.1.1 Installalion.The components of the building thermal envelope as zones.9 through 8,where open combustion air ducts provide combustion air to air leakage by one of the following methods. operating. NEW YORK STATE&TOWN CODES Date Printe& 10/18129023 2. Any existing concealed conditions am based upon information taken from listed in table NI 1024.1.1 shall be installed in accordance with the open combustion fuel-burning appliances,the appliances ad combustion air added shall be collected from each driver and retained by contractor. Construction Code of New York State requirements. S. The water distribution system shall conform to Table G04.3 of the Plumbing manufacturees instrtctions and the criteria fisted in table N 1102.4,1.1,as AS REQUIRED AND CONDITIONS OF limited field investigations.The Contractor shall make required adjustments to Code of NYS,for flow rate and pressure values, 33.Heating&cooling equipment is sized per ACCA Manual based on loads applicable to the mehod of construction.where required by the building official, opening shall be located outside flie building thermal envelope or enclosed in a N 1103.6.1(MO&G.1)Whole-house mechanical ventilation system fan efficacy. system components as required by acutal field conditions at no additional cost to calculated per ACCA ManuaIJ or other methods approved by the code official room,isolated from inside the thermal envelope.Stich rooms shall be sealed and Rough-in test�total lcaL9c shall be measured with a pressure differential of 0.1 Owner or Architect Report any dismTancies between the drawings and actual 22.All penetratims through concrete work shall be sleeved 13.All glass installed M to be free of scratches&imperfectims,&manufacturer an approved third party shall inspect all components and verify compliance. insulated in accordance with the envelope requirements of table NI 102.1.2, inch w.g.(25 pa)across the system,including the manttfacturces air handler Mechanical ventilation system fans shall meet the efficacy requirements of Table SOnDLD TO , BA field conditions to the Architect before coristruction begins shall include of a minimum 5 year guarantee on all windows&doom 9. All waste water pipes shall have cleanouts;when there is a change of direction. 34.HVAC piping conveying fluids above 1057 or chilled fluids below 551F are where die walls,floors and ceilings shall meet a minimum of the basement wall enclosure if installed at die time of the test.all registers shall be taped or N11016.1. ------ V,N PLAWqING 80A�D SHEET. 23.Contact the Architect in writing prior to placement of concrete for a revised -3. R402.412 Testing.be building or dwelling unit shall be tested and verified as R-value requirement The door into the rooin shall be fully gasketed and any otherwise sealed during the test. Exception.Where mechanical ventilation fans are integral to tested and insulated to�R a, fisted HVAC equipment,they shall be powered by an electronically commutated ur_ 3. The Owner sIA be resporisible for any irregiaMfies discovered during the foundation design if crack controljoints;are desired. FINISHES NOTES 10.All venting systems shall have one 4*main vent stack to penetrate the roof. having an&leakag rate not exceeding three air changes per hour.testing shall water lines and ducts in the room insulated in accordance with section NI 103, Post construction test total leakage shall be measured with a pressure differenti SOnl OL OWN TRUSTEE' construction phase of the pilect which may require additional measures to be be omducW in accadance with ASTM E 779 or ASTM E 1827 arid reported at a The combustion air duct shall be insulated where it paws through conditioned of 0.1 inch w.g.(25 pa)across flie entire system,including the manufacturers air motor. I Y's 35,Protection of insulation on HVAC piping. VS, 3 taken on the part of the Contractor,sub-Cmtractors.or the Architect Any and Reinforcement 1. All interior finishes shall be as selected by Owner,unless otherwise noted 11.The sanitary disposal system shall be county department of health services pressure of 0.2 inch vg.(50 pascals),Testing shall be performed at any time space to a minimum of R-8. handler enclosure.registers shall be taped or otherwise sealed during the test, 0 0LDHP0 A I all costs related to the additional work shall be the sole responsibility of the 24.A11 rebar shall be a minimum grade 60 approved for design and installation.the Ownees surveyor shall be responsible after creation of all prietraftons of the building thermal envelope.during testing, Exceptiors, exception,a duct air leakage test shall not be required where the ducts and air N 1103.7 lR403.7)Equipment sizing and efficiency rating.Heating and cooling so ', OLD HPO owner,unless otherwise agreed upon. 36,Hot water pipes are insulated to a R-3. handlers are located entirely within the building thermal envelope, equipment shall be size�in accordance Willi ACCA Manual S based on building r' 'D 25.The minimum reinforcement corictele coverage shall be the following, 2. The Contractor shall obtain/provide the Owner with samples of all finishes for for design locations of flie facilities as well as obtaining all permits or approvals. Direct vent appliances with both intake and exhaust pipes installed continuous to loads calculated in accordance with ACCA Manual J or other approved heating sn 'D Exterior windows&doors,fireplace and stove doors shall be closed,but not the outside. 4. All items that obstruct the new construction such as utilities,existing structures, a) Concrete cast against and permanently exposed to earth.3- proper color selection and final approval of all finishes prior to installaflon. scaled,beyond the intnded weather-stripping or other infiltration control Fireplaces and stoves complying with sections NI 102.4.2 and RIOX. A written report of the results of die test shall be signed by the party conducting and.cooling;calculation methodologies.New or replacement heating and cooling etc.shall be removed andlor replaced with approval from the Owner, Concrete exposed to earth or weather, ICE SHIELD&ROOF UNDERLAYMENT measures. the test and provided to the code official. equipment shall have an efficiency rating equal to or greater than the minimum I I I I I I V W fill Q No.6 through No.18 bars,2- 3. All interior trim shall be cedar wood,painted white,selected by Owner,unless Dampers including exhaust intak makeup air,backdraft and flue dampers shag required by federal law for the geographic location where the equipment is ?- NI 102.4.5(R402.4.5)Recessed lighting Recessed luminaires installed in the O`CCUPANU OR �--',--0 5. The Contractor shall verify the location of all existing utififies,piping and related ii) No.5 bar,W31 or D31 wire,and smaller,I Ile otherwise noted I. Asphalt shingles shall be used only on rod slopes of two units vertical in 12 installed. ........ .I L) be closed,but not sealed beyond intended infiltration control measures. building thermal envelope shall be sealed to limit air leakage between NI 103.3.5(R403.3.5)Building cavities.Building framing cavities shall not be P, do, units horizontal(2,12)or greater.For roof slopes from two units vertical in 12 items prior to the commencement of work.All costs incurred shall be the c) Concrete not exposed to weather or in contact with ground, Interior doom if installed at the time of the test shall be open. conditioned and unconditioned spaces.all recessed luminaires shah be ic-rated used as ducts or plenums. units horizmtal(Z 12)up to four units vertical in 12 units horizontal(4,12), 'E IS UNLAWFUL responsibility of the Contractor.unle5s otherwise agreed upon by the Owner. 4. All interior firrishes shall be Class C(surface flame spread rating of 76-200) Exterior doors for coatinuous;ventilation systems and heat recovery ventilators NI 104.1(R404.1)Wifing equipment.Not less than 75 percent of the lamps in U QS double underlayment application is required in accordance with Section and labeled as having an air leakage rate not more than 2.0 cfin(0.944 11s)when 25.Bottom rebar shall be supported on rebar chairs at a maximum of R-01 spacing. minimum in cmformity with generally accepted standards. Carpeting shall be permanently installed lighting fixtures shall be high-efficacy lamps or not le ss f 4-. _J R905.1.1. shall be closed and scaled tested in accordance with ASTM E 283 at a 1.57 psf(75 pa)pressure differential. NI 103.4(R403.4)Mechanical system piping insulation.Mechanical system 6. The Contractor shall be responsible for the protection of all existing buildings than 75 percent of the permanently installed lighting fixtures shall contain VVITHOUT CERTIFI' other installations that are to remain intact while performing the specified work Rebar chairs for coricrete slab shall be spaced each way such that the reinfoncing class 2 with a minimum critical radiant flux of.22-watts per square inch. Heating and coofingTstems,if installed at the time of the W,shall be turned off. All recessed luminaires shall be sealed with a gasket or caulk between the piping capable of carrying fluids above 1051f or below 551f shall be insul3ted to high_ffic only e &cy lamps. ::.rp M steel is located 1/3 the distance from the top of the slab. Supply and return reosters,if installed at the thue of the test,shall be fulfy�open. housing and the interior wall or ceiling covering. a minimum of R-3. _�A Provide&nuintain fire extinguishers on prcject site during construction. 2. An ice barrier that consists of a least two layers of underlayment cemented Exception.Low-voltage fighting. OF 0CCUP'Atr\10Y BING 5. The Contractor shall install foil faced fiberglass baft insulation by John together or of a self-adhering polymer modified bitumen sheet,shall be used in �X, 0 Mansville'or approved equal in all areas shown on the drawings including ALL PLUMEING WASTE 7. The stakeout of the project footprint t)establish all hes&benchmarks;is to be 26.Continuous reinforcing shall be lapped a minimum of 30 bar diameters.Splices exterior walls,floors above cellars/basements,and ceilings above the heat lieu of normal underlayment and extend from the eave!s edge to a point at least Where required by tie code official,testing shall be conducted by an approved NI 103.1(R403.1)Controls.At least one thermostat shall be provided for each NI 103.4.1(R403A 1)Protection of piping insulation.Piping insulation exposed N110411(R404,1.1)Lighting equipment Fuel gas fighting systems shall not &VVATE R Ll N ES NE D 0 t performed by a licensed surveyor.All information given on the drawings shall shall be tied at the both ends of the splice. envelope.foil shall be placed facing the warm side of the insulation, 24'Mde the exterior wafl fine of the building. Use comesim-resistant third party. separate heating&cooling system. to weather shall be protected from damage,including sunlight,moisture, have continuously burning pilot lights. TEVNG r.3EF:orr,: be verified.If there am any discrepancies,not the Architect prior to fasteners in accordance with manufacture's installation instructions.Fasteners A written report of Ile results of the test shall be prepared and signed by the equipment maintenance&wind and shall provide shielding from solar radiation proceeding for clarification. are to be applied along the overlap not farther apart than Wo.c. that can cause degradation of the material.Adhesive tape not permitted. RETAIN STORI' PURS TT3 WATER R18a6ig Architectural KAHNCEPTIONS, PLLC I lu Unhl'I Lh ZJb OF THE TOWN CODE. ARCHITECTURAL K�� KAUNCEPTIONS PLLC 143 East Main Street Smithtown,NY 11787 P. (631)780-6124 info@Kahnceptions.com www.Kahnceptions.com EGRESS WINDOW REQT) MIN 20,WIDTH — — — — — — — — — — — — — — — --I MIN 24'HGT MAX 44'SILL HGT 4 3T-01 5.7 SF CLEAR OPENING 61-4, rc,'-4- r4 NEW CONST EXIST CONST A4 29'-0" 2H,lV TYPICAL EXT. WALL CONST BATH MUDRM #5 DOWEL T SIDING AS SELECTED,BY OWNER. — — — — — — — — — — — — — -- — — �LL�*O.�j.VER 3046DH 3046DH A31(1)—VENT— — — — — — — — — L — — — — — — — — STEP FTG DOWN 3046DH— I r- —YENT— TYVEK 112*CI)X,2XG STUDS @ 16-O.C.W/IDBL TOP PLATE, --L 5 1/2'R-21 BA INSULATION, 2 V-0" NEW EGRESS I F 1/2"GYP BD 7 0 8'-4" 10'-4" 8x 16 CONC.FTG W/ 0 Lr) FIXTURE CLEARANCES AS PER R307.1 "-0 I I O / � NEW CRAWL 0 2x4 KEYWAY(2)#5 REBAR MIN 2 11 IN FRONT OF WC AND SINK 6 MIL 2"CONC RAT SLAB VAPOR BARRIER (§)& 8"BLOCK FND W/5/8"DIA.ANCHOR BOLTS @ 36-OC LIVING MIN 24"IN FRONT OF SHOWER DOOR TERMINATE IN FTGS, FILL ALL VOIDS SOLID 4-WELL-GRADED GRAVEL a MIN 30"BET%AUN WC LIGHT ViNT Q '� o 3 1/2'STL COL(TYP) x KITCHEN u cq 95%COMPACTED FILL REO'D 8 SF 4 SF J--BEAM POCKET 6 sr v 3-1 3/4"x I I I/4"LVL 2xI0 RIDGE FCTUAI 10 SF ED -- - — — — — — — — — — — — — — — — — GIRDER DROPPED fn M LU DRYER SHALL VENT RIGID BEDROOM E) 2'-0"x2'-0"xI'-0. I I NOTE, x PIPE DIRECTLY TO OUTSIDE PROVIDE NEW ACCESS TO CRAWL ri PER I I CODE,SEAL All SEAMS, CONC.FTG(TYP) I co ew, - SPACE.LOCATION PER OWNER. &INSECT SCREEN FLASHING V) 1-6" 91-4" 9'-6" IS I 9MIN 18-X24'OPENING(TYP) IJ N Nk I �9 AROUND OPENING 3068 2668 V) cq I I I I I N TYP INT WALL TI NEW 16*X8*VENT HDUS �CEE o so o co v 2x4 OR 2x6 STUD @ 1 6"O.C. WITHIN 36'OF CORNER HDU5(TYP) #5 DOWEL Ij // 8'I 1-4' (9 L @ 12-O.C.VERT 1/2'GYP BD @ EA.SIDE 0 2668 IN FILL&MATCH L EXIST FOUNDATION VENT VENT 1 I I I L 3042DI-I— — — — — — — — — — — 304301-1 EXISTING CONST. STEP FIG DOWN — — — — — — — — -- - — — -- 2H,lV N 29'-0" 18'-4' DINING ( ( I I ( i 29'-0" %---- f 6 1 WALL LEGEND cq BEDROOM NEW EXTERIOR WALL SIDING AS SELECTED BY OWNER. TYVEK 1/2"CDX.2X6 STUDS @ 16-O.C.W/DBL TOP PLATE I I I 0 z W W A 5 1/2'R-21 BATT INSULATION z 1/2"GYPSUM BOARD 0 09 X � ¢ 81-4" 10'-4* 0 NEW INTERIOR WALL z z 2x4 OR 2x6 STUD @ I G"O.C. —7 1/2'GYP BD @ EACH SIDE 0 a M z W E.WIN E.WIN 1:4 0 In EXISTING EXTERIOR WALL TO REMAIN r Z 0 z. 9 r. E- Z Z z M W ;..I EXISTING CONC.FOUNDATION WALL 0 z tj- < c� < I _I z W TO REMAIN EN Z C4 L — — — < Z) OZF- rA. < E- r F.: < 4 = 8-BLOCK FND W/5/8'DIA.ANCHOR BOLTS @ 36-Oc L— — — — — — — — — — — — — — — — — — — L— TERMINATE INFTGS, FILL ALL VOIDS SOLID z M 8xl6 CONC.FTG W/Zx4 KEYWAY(2)#5 REBAR — — — --- — — — — — — — — — — — — — — — — L E.WIN— J — — — E-WIN FOUNDATION PLAN FOUNDATION PLAN 2 FIRST FLOOR PLAN SCALE: 1/4"= 1'-0" A2 SCALE: 1/4"= 1'-0" Project 2345 Drawing Scale: AS NCL7�M Drawn 13�, YA/AX Date Printed: 10118/2023 SHUT. A2 =41 < i < 3 2017 Architectural KAHNCEPTIONS, PLLC 000, ROOF CONST .ARCHITECTURAL T.O.RIDGE FROM 1ST F.F. CDNTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT t CONTINUOUS RIDGE VENT,ARCHITECTURAL TO.RIDGE FROM iS1 F.F. 12 SHINGLES.#15 FELT,1/2"CDX.2X10 RIDGE, KAHNCEPTIONS PLLC 2X8 RR a 16"O.C.,ALUM OVER FASCIA BOARD, Smithtown NY 11787 ELEV.+I1'-11' ELEV.+II'-ll" 143 East Main Street ARCHlTECTUIUJ SHINGLES 6 t VENTED SOFFIT , AS SELECTED BY OWNER EXISTING HOUSE P:(631) 780-6124 ALUM OVER FASCIA BOARD, ATTIC SNOW AND ICE SHIELD SHOULD EXTEND FROM info@Kahnceptions.com VENTED SOFFIT TO REMAIN ROOF EDGE AT EAVES TO A POINT NO LESS THAN www.Kahnceptions.com 24'Of EXTERIOR WALL LINE 4"GUTTER PITCH t MIN WINDOW HD HGT _ WINDOW HD HGT CEILING CONST ELEV.+6-8•A1F ELEV.+G-8"AFF 2X1 s a )" MATCH EXIST FASCIA R-30 BATT.[NSUL. W/ALUM OVER NEW VINYL SIDING TO MATCH EXISTING "GYP BD CLG EXTERIOR WALL CONST � VENTED SOFFIT(TYP) SIDING x CORNER BOARD TYVEK,1/2,CDX•2X6 STUDS d NEV LIVING IL I @ 16.O.C.W/DBL TOP PLATE, CD 5�R-21 BATT INSUL, NEW 16"XS"VENT 1/2•GYP.BOARD fL00R CONST WITHIN 36.OF CORNER(TYP) 314"T&G PLYVCr6ZSD�D6 F1 2X101)(✓16,O.C.• 1ST FLOOR_ IST FLOOR R-30 BATT.INSUL. _ 2x6 P.T.SILL PLATE ELEV.+0'0" ELEV.+0'-0' 3 DIA SFL CAL(fYE) t a , FOUNDATION CONST 3-1 11 LVI xG F.1.SILL rIA11 Wl TERMITE SHIELD 5/8"D1A ANC.BOLTS @ 36"O.C. 8"CONC.END WALL I ( I § GIRDER DROPPED TERMINATE IN FTG 8"X16"CONC.FTG "' SLAB CONST V'/2"}:4"KEYWAY 2 1C�C1'SLAB e FILL VOIDS SOLID,8"CONC.BLOCK FNTD WALL — — —— — — — — — — — — — — — — — — — — — — —— —— — — — — 6 MIL VAPOR BARRIER 21-0'x 2'-0'x 1'-0' s ' 8X16 CONC FTG W/2X4 KEYWAY 2-(#5 REBAR) -- -- - - - - - - - - - - - - - - - --- - ---- - -� I ( 6MILVAPORDEDGRAVEL \� � 95°,6 COMPACTED FILL C'ONC.FTG(fYP) STEP FTG DOWN \"-� —L — J EXISTING FOUNDATION I 2":'� � - - - - - - - - - - - - - - -TO - - - - 4 BUILDING SECTION — — — — — — � DATE REV.# DESCRIPTION A3 SCALE: 1/4'= 1'-0" 1 FRONT ELEVATION A3 SCALE: 1/4"= 1'-0" 41VTR TABLE P3201.7 SIZE OF TRAPS FOR PLUMBING FIXTURES TRAP SIZE Z'V PLUMBING FIXTURE MINIMUM r ` (inches) V N Bathtub(with or without shower head and/or / \ whirlpool attachments) ] /2 NOTE. \ '� P3103.1 ROOF EXTENSION.OPEN VENT PIPES THAT EXTEND THROUGH A ROOF SHALL BE Bidet ] /4 O T TERMINATED NOT LESS THAN 6'ABOVE THE ROOF OR 6•ABOVE THE ANTICIPATED SNOW \ Clothes washer standpipe 2 w ACCUMULATION,WHICHEVER IS GREATER WHERE A ROOF IS TO BE USED FOR ASSEMBLY, I \ Dishwasher(on separate trap) 1 /2 AS A PROMENADE,OBSERVATION DECK OR SUNBATHING DECK OR FOR SIMILAR I U 1 112"V 1 1/Z'V ( Floor drain 2 T.O.RIDGE FROM 1ST F.F. FURPOSES,OPEN VENT FIFES SHALL TERMINATE NOT LESS THAN 7FT ABOVE THE ROOF. 1 I/2N ~� 1 1/2N Kitchen sink one or two traps,with or ' ELEV.+11'-11' P3103.2 FROST CLOSURE.WHERE THE 97.5%VALUE FOR OUTSIDE DESIGN TEMPERATURE . � CAV ( p ' I ARCHITECTURAL SHINGLES AS I without dishwasher and food waste disposer) 1 /2 SELECIID BY OWNER(I'YP) 12 IS 0°F(-IS°C)OR LESS.VENT EXTENSIONS THROUGH A ROOF OR WALL SHALL BE NOT W.C. ` w 161 EXISTING ROOF LESS THAN 3"IN DIA&�Ei'ER ANY INCREASE IN THE SIZE OF THE VENT SHALL BE MADE TLaundry tub(one or more compartments) 1 /2 �•1 ALUM OVER FASCIA BOARD, NOT LESS THAN 12,INSIDE THE THERMAL ENVELOPE OF THE BUILDING. I Lavatory ] /4 TO REMAIN 1 112' VENTED SOFFIT(TYP) V'�H Shower(based on the total flow rate through 0 4•GUTTER.PITCH tMIN SHOWER 2' showerheads and bod s ra s Y P Y ) E-1 WINDOW HD RGT 3" 2• Flow rate: 5.7 gpm and less 1 I/2 ELEV.+6'-8TAFF More than 5.7 gpm up to 12.3 gpm 2 E•'-1 Morc than 12.3 gpm up to 25.8 gpm 3 (n C.O. CON'NECTTO NEW More than 25.8 gpm up to 55.6 gpm 4 3" HOUSE DRAIN For S[: 1 inch=25.4 mm. NEW VIM SIDING TO MATCH EXISTING Ln CORNERBOARD EXISTING HOUSE s PLUMBING RISER TO REMAIN NOT TO SCALE IST FLOOR_ 0 8"CONC.END WALL I 8116"CONC.FTG —� I I RIDGE VENT Wl 214,KEYWAY - - - - - - - - - - - - - - - -- - - -- - - - - - - EXISTING FOUNDATION I 5-8d NABS @ EA.END TO REMAIN I ROOF CONSFRUCTION, A W A zz (SEE DRAWINGS FOR MORE INFO) z W O E- W „aQFOE., - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � wQwk Q 2 LEFT ELEVATION zo � Q � � 2X PLATE p H ¢ ¢ w A3 SCALE: 1/4"= 1'-0" RIDGE BOARD W z N a W A23 CLIP a Z ¢ ¢ WAEWO ° A - E z W SDW-I PER RAFTER E-' E- z x C) jz GABLE WALL z A W a z O Z a ¢ A ¢ ATTIC p � ¢ z ¢ a 000 ZI-. CS20 c I6'O.0 Wi TYP c20 5 U N ¢ r"CDX 3-81)EACH END STRAPPING ¢ ¢ W Z h CONTINUOUS RIDGE VENT T.O.RIDGE FROM IST F.F. W x ~ ELEV.+11'-ll" NOTE: BAYS BLOCK � ¢ � 2X X PLATE SHALL BE WIDE ENOUGH TO FULLY @ WALL ARCHITECIURALSHINGLES SUPPORT RAFTER CUT. REMOVE EXISTING TYP 2-2x 12 HEADER AS SELECTED BY OWNER SHINGLES TO BEAR DIRECTLY ON SHEATHING. ALUM OVER FASCIA BOARD VEN f'ED SOFFIT TM 4•GUTTMIITCH?MIN _ 2X12 ON FLAT PLATE �_ A23 w/3-sa EA. ELEVATIONS WINDOW HD HGT END WINDOW SILL -- ELEV.+6'-8"AFF ® ® NEW WINDOWSBY ~' ANDLItSEN',SEE PLANS FOR SIZES(TYP) � GABLE WALL NEW VINYL SIDING TO CS2016'O.0 W/ MATCH EXISTING FLOOR 4-SD EACH END WLSDOW NOT REQD 1R Project A 2345 COINER BOARD EXISTING HOUSE 3"x 3'BP WASHER Drcrvilng Scale: AS NOTED TO REMAIN NEW 16181VENT Drawn By: YA/AJK WITHIN 36.OF CORNIER(DT) R, s Date Printed: 1011812023 x"DLONGC 40, HDU5 W STS V0 16•LONG@40'O.C. ® c eo SCREWS/ ® FLAT CLG CAPPER COATED T1RMITESHFELD o 5/8" DIA. sxEE1 I I I 3 8"CONC.FND WALL ROD NOTE,COIL STRAPFING SHALL BE I /�—�i H2A 16,O.C.O.0 #4 REBAR PLACED ON HEADER STUDS IN LIEU OF UNDER WINDOW OPENINGS CONCRETE FOUNDATION M 8"Xls•CONC.FTG CNW nr I I I —'- - - - - - - - - -- - - - - - - - -- - - - - - - - (� - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - W12"X4'KLTWAY FIRST EL ``ALL I I � /�/ FOUNDATION WALL EXISTING FOUNDATION I L — TO REMAIN STEP FTG DOWN - — — -- — — — — — — — — — — — — — — — - - - - - - - � ZH:Iv FLAT CEILINGAv . J10>. . � . f:: WALL HEADING STRAPPING @ 1 ST FL ;: ��'�'f / ,r��,,•'�f 6 STRAPPING CONNECTORS & HOLDDOWNS (TYP) :f •� ' - 3 REAR ELEVATION A3 SCALE: 3/4"= 1'-0" = - A3 SCALE: 1/4"= 1'-0" ~'�• (}; ©2019 Architectural KAHNCEPTIONS, PLLC