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HomeMy WebLinkAbout51434-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51434 Date: 12/04/2024 Permission is hereby granted to: Robert W Conway 2454 4th Ave East Meadow, NY 11554 To: Construct additions and alterations to an existing single-family dwelling to include deck addition, finished basement and alterations as applied for. Premises Located at: 2450 Cedar Dr, Southold, NY 11971 SCTM# 77.-2-15 Pursuant to application dated 10/07/2024 and approved by the Building Inspector. To expire on 12/04/2026. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $1,260.00 CO Single Family Dwelling-Addition /Alteration $100.00 Total $1,360.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 lt't :dv�w' a. tutloldtowr��� .Gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only i PERMIT NO, 1 Building Inspector:, OCT 7 2024 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an P A � ° Owner's Authorization form(Page 2)shall be completed '' t � � Date:9/12/24 OWNER(S)OF PROPERTY: Name: Robert& Patricia Conway IS C-TM # 1000-077.00-02.00-015.000 Project Address:2450 Cedar Drive, Southold NY 11971 Phone#: Email: atteconwa mail.com 516-313-5449 (Patte) p aconway@gmail.com Address:2450 Cedar Drive, Southold NY 11971 CONTACT PERSON: Name: Robert Conway R.A. Mailing Address:6334 Northern Blvd. East Norwich NY 11732 Phone#:516-509-3846 Email: RobertWConway3@gmail.com DESIGN PROFESSIONAL INFORMATION: Name:Robert Conway R.A. Mailing Address:6334 Northern Blvd. East Norwich NY 11732 Phone#:516-509-3846 Email: RobertWConway3@gmail.com CONTRACTOR INFORMATION: Name:J Boes Jr. Construction Mailing Address:408 Atwell Street, Holbrook NY 11741 Phone#:631-484-3312 1 Email:jboesl 2@yahoo.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure DAddition RAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ 175,000 Will the lot be re-graded? ❑Yes �No Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property,Single Family Residential Intended use of ro ert p p Y Sing le Family Residential Zone or use district in which premises is situated;.. R-4� Are there any covenants and restrictions with respect to is property? Dyes 8No IF YES, PROVIDE A COPY. � Check Box After Reading: The owner/c�antrattar deal � this for all and storm water issues as Provided'by le Chapter 236 of the Town Code. APPLICATION IS HEREBY NV9AN]I:to the Building Department forbthe issuanceinage of a Building Permit pursuant to the Building Zone Chrdinante of thae Town of Sauthold,Suffolk,CauntY,4 ew York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, a ditions,alteratlans ar far removal or demolition as iroerein described.The applicant agrees to comply with,all applicable laws,ordinances,building code, housing code and reguNatlons and toadmht authorized Inxpectors on premases and In building(s)for necessary inspections.false statements made herein are punishable as a C9ass A misdemeanor pursuant to Section ZI�, S of the lVew York State penal Law. Application Submitted BY(pri name): Robert Conway BAuthorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF �, I Robert Conway being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, n (S)he is theDesi 9 Professional & Authorized Agent (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/`he ;and that the work will be performed in the manner set forth in the application file therewith. Notary� �Pubjitate f�NY Sworn before me this No.OILU6344683 Qualified in Nassau County (� Expires 07-11-2028 I (v day of J 20 2.q 47� Notary Public P OP R` y O%Alll D AI]THORIZATIOl (Where the applicant is not the Owner) Patricia Conway residing at 2450 Cedar Drive, Southold NY 11971 Robert Conwaydo hereby authorize, to apply on my b half to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 l3t�ildin lie a�trr�ent A ��licat�at� (:wllese �ITIPI�P?ICIIlnit�-r�o�the oiW11e0 I Patricia Conway "� -- — --- residing at 2450Cedar Dr., Southold NY 11971 (Print property owner's name) (Mailing Address) p do hereby authorize Robert Conway R.A. (Agent) �--- — .. to apply on my behalf to the Southold Building Department. ( g ) (Owner's Si ��att�re (Date) (Print Owner's Name Ar AF Nx I Now York State'nsurconcO Fund PO Box 66699,Albany,NY 12206 CERTIFICATE OF WORKERS' I nysif.com COMPENSATION INSURANCE A A A A A 272878992 J SOES JR'CONSTRUCTION CORP �^ 408 ATWELL ST, HOLBROOK NY 11741 POLICYHOLDER SCAN TO VALIDATE J BOES SIR CONSTRUCTION CORP AND SUBSCRIBE CERTIFICATE HOLDER 408 ATWELL S1'. HOLBROOK NY 11741 TOWN OF SOUTHOLD TOWN HALL ANNEX 54375 MAIN ROA P,O,BO,K 1'179 SOUTHOLD NY 11971-0959 POLICY NUMBER CERTIFICATE NUMBER 12279 400-2 157907 POLICY PERIOD THISD UNDER CERTIFY THAT THE POLICYHOLDER NAI I D O6106/2024 TO 05/0�6/2025 DATE FUN POLICY 9/18/2024 WORKERS' NO. 227 AI�OV RS CYCOMPENSATION UNDER COVERING T EIS INSURED WTIO THE NEW YORK OPERATIONS INR THE NEW YOLK HE ENTIRE OBLIGATION OF STATE INSURANCE THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW AND OUTSIDE OF NEW PORK, TO THE POLICYHOLDERS REGULAR NEW WORKERS` CO THIS POLICYHOLDER FOR MPENSATION LA,W WITH IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID,P RESPECT TO ALL YORK STATE EMPLOYEES ONLY,ONLY,..TH RESPECT TO OPERgTp'ONS PORK STATE',INSURANCE OTIF I a NOT LIABLE OLICY,INCLUDING ANY NOTIFICATION OF OR TO VALIDATE THIS CERTIFICATE,VISIT Okpp�WEISITE AT HTTI�S,//V'I/WXI" W,NYSIF�COI'I�/CERTICER,TV",p,L.ASPTI�IE NEVVNS, AI3LI IN THE EVENT OF FIL4UI�iE TO GIBE THIS POLICY DOES NOT COVER CLAIMS OR'SUITS THAT ANISE FROM BODILY SUCH NOTIFICATIONS. INSURED CORPORATION, PRESIDENT INJURY SUFFERED BY THE OFFICERS OF THE JONATHAN BOES J BOE S JR CONSTRUCTION CORP A ONE-PERSON CORP THIS CERTIFICATE IS ISSUED A A MATTER OF INFORMATION O COVERAGE UPON THE CERTIFICATE THE COVERAGE AFFORDED HOLDER, THIS ONLY AND CONFERS BY THE POLICY. CERTIFICATE DOES NO RIGHTS NOR INSURANCE NOT AMEND, EXTEND OR ALTER NEW YORK STAT 7NCE FUND VALIDATIO 4 26.3 N NUMBER:245146028 DIRECTOR,INSURANCE FUND UNDERWRITING ruRx VVulrcers• Corn'pensation CE Beard RTIFICATE OF INSURANCE NYS DISABILITY AND PAID FgMILY COVERAGE PART 1. To be con npteted b y NYs it and Paid FamilyLEAVE BENEFITS LAW la, Legaf e Address of Insured(use street address only) Leave 40B ATyhrO 'T UCTION CCIRp benefit's carrier or tics HOLBR STt EET Y) 1b.Business Telephone need insurance a K� NY 11741 Number of Insured gent of that Carrie 631-484-3312 `` `~ Work Location of Insured(0nlyrertcrii-ed itcovera cenarrr locatrans in New 1 c• Federal Employer Identification Nu ork Stale,r"",e„k�vra fie'/�"specifically limited to p tip pe/rcyi or Social Security Number tuber of Insured 2. Name ddress of Entity Se Iuestin P 272878992 g Listed as the Ce roof of Coverage rtificate Holder) 3a, Name of Insurance Carrier Town of Southold ShelterPoint Life Insurance Company" Annex 54375 Main Road R 0• BOX 1179 3b• Policy Number of Entit Li roWn Hall Southold, IVY 11971_0959 DBL727 Y sted in Box 760 1a"° 3c. Policy effective 4. Policy provides the'followin Period A, Both disability and.. ' benefits; 09/17/2024 Paid fa to 0 /16/2025 ❑ 11.Disabilityroily leave benefits. y a benefits only. x,�1 C Paid family leave benefits only.5. Policy cover's.' ❑© A.All of the employer's employees eligible under the B. Only the following class or classes of employer's employees: Benefits Law. Under penaltyf oo etutl, l certify insured has NYS D,slurylt that I a - --_ m an aulhorrxed representative or licensed a y and/or Paid Family Leave Benefits insurance coverage gent of the insurance carrier referenced above Date Signed as described above. 9/20/2024 and that the named Telephone By Number d�rg�nasurre of insurarrce adx�der's auth 51 - 8100 r rNzed rrGrorez��nka7rve a r IMPORTANT,: if Name and Title NYS licensed 1,w-ranee A Saxes 4A and 5A are checked ' " t{--fi -��!elSh ltdrar ofrlraa Mnrosuranoc aarwrer` Licensed Insurance A and this form Is signed - S Chief Executive u'tive Dent of that carrier, ' by the insurance carrier"sfle f If box 46 this certificate is �tllol-ETt . 4 or 513 is Mail it dire authorized representative or NYS Disability and P checked, this certificate is NOT Y the ce completion to thend Farrlidy 1-save ben �lvll7l-E`TE for rtl�cateholder, PART bikers efits Law. It must be purposes of Section 220„ 2. To be co orpensation S emailed to PAiI Subd, 8 rnpleted by the NYS Q oard, Flans @wcb•nyBov or it of the NYS UVortcers o Acceptance Unit, ISO can be mailed for pensation Board Sox ,2p0„ lnr�harnton, (only if Box 4B, NY 1002-5200„ Y 4C or 56 According to information have been checked) NYS Disabilit maintained b � fet"B' NeVtd Y0t" y and Paid Familyy the NYS workers"0or � ett]PP� $ t' Leave Benefits Law p nsation Board, fhe(Article 9 of tt�e yMlorkers"Date Signed Ctarxrpensat"or�LaW d em y pPo er has complied with the with By respect to all of their employees telephone Number Msnature of Authorized NYS Workers' 'lease �,.-_" Name and Car�� errsatr`on aoard r nptnyel, 9�insursnoe carriers/rce Title gents of those insurance carriers area need to uthorized worts J' 'S disab1hry andpaidfarrri/y pea pre bone fits irasurnr to issue orora f S f20.1,Ins urarrce,broker 3-120.7 (12-21) s are Nor me policies endue t iaccrrsedirisuralice authorizeo"to issue fhfs form. (12—21) •�•�pRO rIH►s RTI CIF ATE IS I CERTIFICATE OF LIABILITY ► JBOESJR-01 CERTIFICATE DOES NOT AFI=IRIt ArIti1MA E I'NEo1�I�rArloN ""`.'� . _ INSURANCE M 1 AS REd7R TfIIS CERTdF►CArE EGATIVELY ONLY E-AggE(MM/DD/YYyy E1tiPTATIV OR I�Rt7DI1 nlNStdRANCE A416NO CONFERS ) rdelo AND THE CERTIFICATE NOT CONsrfrLrr SEND OR No RtC;IHTs uoN9/17/2024 RTANT. If the ALTER r THE CERrII CERTIFICATE LDER T HIS If S(IBRO certifica holder is an RrIFdCATE HOLDER, CONTRACT lHE COVERAGE AFRO HOLDE C+4TldN IS WAIVED ADDITIONAL INSI/RED the THE f�dd, Cjr this ce - R BENEEN THE ISS4pINa RDED g DLICIES Irtiflcate doe subject to the ER(S),ALIT hts to the terms and condltdons of IlcYl m t have AUTHORIZED PRODUCER _ Oxford Agency fe0eIOcate WmN mId` r�n lieu of s the folic , ADDdTIO'N R James 14. ►lin Insurance -such e Y certain policies AL INS't1RED frrovlsl'ons or be e 1dUt�hes Y n Ioro°sernent s. rrlaY require an endorse endorsed, P.O.sox 5030 � �GT �{ ment. A statement on Ray Shore,NY 11706 PHONEE'----- - M xr 631 434- --A'6C Ne«E 66 INSURED ...,""..""'.....,..... ,krythl, ''erN,.k ( DrillN 6bOPdro 4 mm AfiOF$DPN Cy 'r':AGE J Boo s Jr Construction CorpNs R R"A Zs -outs esr p�arine,� 408 Atv well Street p r ` — - Geqvraf Insurance Co ---NAIL Holbrook,NY 11741 Y w ' 12294 IdGd'SE,IRER C a - .'- ,. �"""_^ m' an INSURER a t`0VRAGES INSURER E T 'S IS TO CERTIFY TH__.AT`TIiE P INSURER P YNDICATED. - ERT•._ IAIEpollllBE CERTIFYCATE MAY NOTWITHSTANDING N YCdEs OF INSLu -NUMBER, w ISSUED ANY REI UIREMEN TERNCE M BEI,O ry1 HAVE 6 EN ED TO THE INSURED Cd.USp AND ISSUED OF StjCI-C I PCRTES.$IMI)TERV4tl C)RION OF E ISION NQ --- ERTAIN, THE INIrRAIv@CEOAFORDED BY __,�_�,°•ERR TYPE OP INSURANCE S SHO''A MAY ANY CONTRACT OR OTHER NAMED ABOVE FO —X COMMERCIAL GENE A t0l SUER — �dAVE BEEN THE rOLPCIES OCUMENT WITH R FHF I�OLYOY P GENERAL LIABILITY POLICY NUMBER�N ••�• E L BY DE C'RIBE�:D HEREINRE'�PECT TO W'� EROOD CLAIMS- P PAID CLAMIS. IS SUBUECT CO HI H THIS MADE )(p OCCUR - Ik9l PCLrp P _ d TI-E"Y'ER4@Sa X taL202 RI_H0004 LIMITS - - _ 1/22/2024 EACH aCa uRRENCE - � 1/22/2025 MA 1,000„000 CEN"L AGQREIGATE LIMITAPPOCS PER. „RENTED POLICY PRO. MED EXpa 100,000 �dImC7 �LCpC "'"".�.,..�-��rana arsen OTHE- DER 0fd tl AE7U NdURY 0, AUTOMOBILE LIABILITY �"" �0,(��0.: ANYAUTO O-ERALAREO'ATE PR{—UC°iS. , 2e00t1 . 'D'UVNED �� "- .�OMPfOP'AfiaG-..�.. AUTOSONLY SCJ`«E'.DULED •""'-...°" W...,--....�.......„-„ w(jOtI,CPCI0 NUF AUTOS' CtYhe ZED ShPGLE LIMP^T_-` . AUQS ONLY NCyAp.DyV ALITC,7S ONLB M3ODILY'pN,1'U8Y P 5 UMBRELLA LIAR C�D�l!Y IN,Ir,pRY `" ---- EXCESS LIAR -"-- OCCUR "- ...�. Fy4�PL- H," .�.;,,.CPgrlaap! IT CLAIMS.•pOE Trccdanr AMACE DED R'E7ENTpa7r"PS :. . S ANOO EMPLOYE S LrA r' IL Y .,.,....�..RENC`_- AC3r`, d.001"ICE EAC) ANY PROPRIETOR roFE'JCER/kpgP,q�I A I'INERIE' YINJdECUTIVE� _` RJE ATE �,. ......,..w-....,._ Iandalory Ir1 frf�EXCLUDED'? --..�. ., D-SCIdesc - �,O N 06'CFT" PER S OTII. ��.�A1'dOMS 4ePc�ar-�.� EAC�I���" ACCQENT E L.D9SSEE�A EPd_aaYk, E.L als,?'S .POLIC LI,,vT .. pESCay R OPERATIONS Y LOCATIONS/VEHICLES Re,Conwaycan Resirlence� dd 2450 Cedar Drlve,Soutd ACORD roro,Additional Remarks NY 11td71 marks Schedule, ' may be attached If more space is required) * RTId ICAT,E'dlOLDR . 9-NCELLA I IN Toayn of Southold _,.,___ Hof Annex 54375 SHOULD ANY 01 I'.D.6oX 1179 fVlaln Road THE SHOULD ANY OF HE A110VE DESCRIBED Southold, ACCORDANCE WITH THE p ONS.E ES ILL CANCELLED BEFORE fSY'11971 0959, DATE THEREOF HE POL'PCY PR IONS. l�VIt,L BE DELIVERED AUTHORIZED IN OR25 � REPRESENTATIVE 2016/03j f/ The ACORD name and log ©1988-2015 CORD VCO RIN.o are registered marks of ACORD All rights served„ pY REScheck-Web Software Cornplianc e Certificate Project Conway Residence Energy Code: Location: 2020 NYStretch - 2018 IECC Construction Type: Southold, New York Project Type. Single-family Orientation: Addition Climate Zone: Bldg. faces 270 deg, from North Permit Date: 4 (5572 FIDD) Permit Number: All Electric Is Renewable false Has Charger false false Has Battery: Has Heat Pump: false false Construction Site: 2450 Cedar Drive Owner/Agent: Southold, NY 11971 Robert&Patrica Conway Designer/Contractor: 2450 Cedar Drive Robert Conway Southold„ NY 1.1971 6334 Northern 8ivd.516-313.5449 East Norwich, NY'11732 patteconway@gmail.com �R.ld"CM id�7n�G�. �. ardr Better Than Caste The Better or Worse Than Code rrtrex retdests rroa, sdcaseu Compliance a r�e td� asp is 9aa It LCa-s r4dd�'r pl�ovr�re arl estrurate Of over Ysrrrr a�Ft � rY use tae text Aeda[xve ton a rradrrd'"urn-ca�'e hrrnae. �raxirar�rrrti S�r�C: p.aR Sls°sb on-grade tradeoffs are no longer considered an the UA ou°perorrxaance c tra�rt• rrwre . Yrrrr srrt : asserrrialy ld� the specified Climate zone must meet the nl4lirnUnj energy code ompirarace path in t�ESciaeci;, Each slab -on-r3r'ade insulation R-value and depth r°etiuirern-011- - e . Ceiling: Cathedral Ceiling • • , Front Wall, Wood Frame, 16"o.c. 1,000 30.0 Orientation:. Front 0.0 0.034 0.026 34 26 Door:Solid Door(under 50%glazing) 355 15.0 Orientation: Front 0 0 0.077 0.045 Window: Wood Frame 21 19 11 SHGC: 0.17 0.180 0.270 Orientation: Front 4 6 Rear Wall: Wood Frame, 16° 89 Orientation: Back o.c. 0.220 0.270 20 24 355 15.0 0.0 0.077 0.045 18 11 Project Title: Conway Residence Data filename: Report date: 09/1 2 Page 1 of10 Door 1: Glass Door(over 50%glazing) SHGC: 0.40 Orientation: Back 42 Window 1: Wood Frame 0.260 0.270 11 11 SHGC: 0.17 Orientation: Back 78 Left Side: Wood Frame, 16" o.c. 0.220 0.270 17 21 Orientation: Left side Window 3: Wood Frame 260 15.0 0.0 0.077 SHGC: 0.17 0.045 10 6 Orientation: Left side 129 Right Side:Wood Frame, 16"o.c. 0.220 0.270 28 35 Orientation: Left side Window 2: Wood Frame 260 19.0 5.0 0.045 SHGC: 0.17 0.045 g 9 Orientation: Left side 64 Basement Wail; Solid Concrete or Masonry 0.220 0,270 14 1 Orientation: unspecified Wail twight:8.0' Depth below grade:4.0' 1,030 15.0 Insulation depth: 8.0° lO O' 0.041 0.050 42 52 CoMPHance'Statc°rnent: The proposed building design described here is consistent with the buildira calculations submitted witil the permit application.The proposed building has been designed to rneet Checklist, requirements in REScheck Version RI Scheck-Web and to comply wi It the mandatory requirements listed i g plans, specifications and other' Cl'�eckllst° the 2020 °�5tretch -20I8 IYMCC ar. n the RFSchreck inspection blame-Ti1'20—tle Sign re + late Project Title: Conway Residence Data filename: Report date: 09/11/24 Page 2 of10 ••�a.n Jurrware Version - REScheck-Web Inspection9 Checklist Energy Code: 2020 NYStretch - 2018 IECC Requware ite ee c s 100.0% were addressed directly in the REScheck soft nts/Assumptions column is provided by the user in the EScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented or t is being claimed, Where compliance is itemized in a separate table, a reference to that table is r that an exception Section Provided, R Pre-Inspection/Plan Review Plans Verified Field Verified 10 l ID ,, _ Value Value Complies? Comments/Assumptions Construction drawings and docu �....�.,�, �... �� q 03.2 building demonstrate i� � Re . µ �... [PRl]1 energycode compliance for tine CICam lies Requirement will be met. .� Q.-Does Not envelope represented on al ONot Observable _ construction documents. ONot Applicable 10 .1, Construction drawings 2, documentation demonstrate eyes Note "" m �Complles Requirement will be met. 403.7 energy code compliance for [PR3]1 lighting and mechanical systems. Systems serving multiple 'i]Not observable dwelling units must demonstrate ONot Applicable compliance with the IECC Commercial Provisions. . Hating B 302.1, p Hea 403.7 sized per ACCA Manual S based - _ g --q.p..�....._......�. ter/ r g. ._. ��... .� Heating and coolin e ul ment is [PR2 a heating: i PCo I lies ] on loads calculated per ACCA Btuahr Requirement will be met. Manual] or other methods Cooling: ODoes Not Cooling: approved by the code official. Btu/hr Btu/hr ONot Observable EJNot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1 Medium I p ----- _ _ m act �_ .- ._...�_._.. �� ��....�.. (Tier 2) 3 Low l Project Title: Conway Residence act Tier 3) ryry Data filename: Report date: 09/11/24 Page 3 of10 [Sect: n Plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions 02R1.1 Conditioned basement wall R R- ❑Complies See the Envelope Assemblies [FO4]1 insulation R-value. Where interior R_ Does Not table for values. insulation is used, verification ❑Not Observable may need to occur during 'Insulation Inspection. Not ❑'Not Applicable required in warm-humid locations in Climate Zone 3. 303.2 mConditioned basement wall _ ❑Complies Require .._._. ment will be met.. [FO5]1 insulation installed per ❑Does Not manufacturer's instructions. V1 ❑Not Observable ❑Not Applicable 402.2.9 Conditioned easement wall _ ft _ ft ❑Complies See e fe values. velope Assembli _.. es [FO6]1 insulation depth of burial or ❑Does Not 4 'distance from top of wall. ❑Not Observable ❑Not Applicable _ _..__.� ....... �.,y. .�, �.. ��_. � mOm lies Requirement will be metmmm�� 303.2.1 ;A protective covering is installed Com p q [FO11]2 to protect exposed exterior ❑Does Not insulation and extends a ❑Not Observable minimum of 6 in. below grade. ❑Not Applicable 9 controls installed. ❑Doe Snow a ice-melting nd ice-meltin system � ❑Complies Exception: Requirement is [0 2]z Not not applicable. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 Hi h Im act(Tier 1) 2 Me� � ITITmmmm, IT Low Impact(Tier 3) Project Title: Conway Residence Report date: 09/11/24 Data filename: Page 4 of10 Section Plans Verified Field Verified # Framing/Rough-in Inspection Value Value Complies? Comments/Assumptions & Re .1D 402.1.1, Door U-factor. U- _ U- ❑Compl'ies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 ❑Not Observable �Y'' ❑Not Applicable 402.1.1, GlazingU-factor(area-weighted U- U-. g ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, ❑Not Observable 402.5 ❑ FR2]1 Not Applicable 031.3 tors of fenestration products ❑Complies Requirement will be met. [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or ❑Not Observable taken from the default table. ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier ❑Complies Requirement will be met. [FR23]1 installed per manufacturer's ❑Does Not #� instructions.An approved third- ❑Not Observable party will inspect all components and verify compliance. See ❑Not Applicable section details and guidance from Table R402.4.1.1. 402.4.3 1 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/LS.2/A440 ❑Not Observable or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies Requirement will be met. [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate 152.0 cfm leakage at 75 Pa. [:]Not Observable ' ❑Not Applicable 3.3.1 Supply and return ducts in attics ❑Complies Requirement will be met, [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ R-6 where < 3 inches. Supply and, []Not Observable return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 'for< 3 inches in diameter. _ - - 403.3.2 Ducts, air handlers and filter LIComplies Requirement will b e met. [FR13]1 boxes are sealed with ❑Does Not joints/seams compliant with International Mechanical Code or ❑Not Observable International Residential Code, as ❑Not Applicable applicable. ❑Does Not Requirement will be met. [F132] additions are located in am�ITITm� � nnnn� 403.3 Ducts system in new buildings and p' q 1 conditioned space in accordance with Sections R403.3.7 (1-2). ❑Not Observable ❑Not Applicable . .Ducts ____.........__.�.�.,� �.._._,�_.__... �...�.�,��:.� . _...•.._.d ._._.� .. �.-....-.. .� 403.3.8 are sized in accordance ❑Complies Requirement will be met. [FI33]1 'with ACCA Manual D and sections []Does Not R403.7 8. _a: ❑Not Observable ❑Not Applicable 403.3.5 Building cavities are not used _ ........ ed as ❑Complies Requirement will be met. [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable 1 High Impact (Tier 1) 2Medium Impact (Tier 2) 3 Low Impact(Tier 3) Project Title: Conway Residence Report date: 09/11/24 Data filename: Page 5 of10 Section Plans Verified Field Verified # Framing/ Rough-in Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.3.7 Ducts declared to be within the ❑Complies Requirement will be met. [FR28]3 conditioned space are either 1) ❑Does Not completely within the continuous air barrier and within the building ❑Not Observable thermal envelope, 2) buried ❑Not Applicable within ceiling insulation in accordance with Section R403.3.6 and the air handler is located completely within the continuous air barrier and within the building thermal envelope and the duct leakage is <= 1.5 cfm/100 square feet of conditioned floor area served by the duct system, or 3)the ceiling insulation R-value installed against and above the insulated duct >=to the proposed ceiling insulation R-value, less the R- value of the insulation on the 403.4 HVAC piping conveying fluids _ R- R-umµmm ❑Complies Requirement will be met m [FR17]2 above 105 -F or chilled fluids ❑Does Not below 55 °F are insulated to >_R- 3 ❑Not Observable ❑Not Applicable . esRe li Requirement will be me 403.4.1 Protection of insulation on HVAC DCom P i q t• [FR24]1 piping. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.3 :Hot water pipes are insulated to R- R- ❑Complies Requirement will be met [FR18]2 >_R-3. ❑Does Not ❑Not Observable ❑Not Applicable 403.5 Energyconservation measures R- R- OCo..� mplies Requirement will be met. [FR29]2 for SWH systems follow ❑Does Not guidelines in section R403.5.1-5. ❑Not Observable ❑Not Applicable .. ........ O - ;Re � .6 Automatic or gravity dampers are p' q et. [ R ❑Comlies Requirement will be m 19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable , ❑Not Applicable Additional Comments/Assumptions: High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 Low Impact(Tier 3) Project Title: Conway Residence Report date: 09/11/24 Data filename: Page 6 of10 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & e .ID _ _... ....... 303.1 All installed insulation is labeled ❑Complies Requirement will be met. [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, Wall insulation R-value. If this is a R- R ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ® Wood ❑ Wood ❑Does Not table for values. 402.2.E wall insulation on the wall ® Mass ❑ Mass []Not Observable [IN3]1 exterior,the exterior Insulation ® Steel ❑ Steel ❑Not Applicable requirement applies (FR10), 303.2 Wall lnunsulation instructions. ❑D will t ..___..insulation is installed per omplies Requirement will be met. ._. oes Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: �gpact(Tier 1) 2 ppMedium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High h Impact 1._IT......_ a ..,...... �. Project Title: Conway Residence Report date: 09/11/24 Data filename: Page 7 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions ORlc� ID Ceiling....Insulation R-value . ...... . �. __ ..__ _.... _ R R- ❑Complies See the Envelope Assemblies 402.2.1, [ Wood ❑ Wood ❑Does Not table forvalue� 402.2.2, Steel ❑ Steel ❑Not Observable 402.2.6 ❑Not Applicable [Fill 303. _._....... _ ... — ,.-_.�_ ..... _. .... .. ... 1.1.1, Ceiling insulation installed per ElComplies Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [FI211 Blown insulation marked every ❑Not Observable 300 ftz. ❑Not Applicable attics with air permeable _.��.. .❑Complies Exception: eption: eequ. [FI22]z insulation in Requirement is 402.2.3 Vented attics Jude baffle adjacent ❑Does Not Pp to soffit and eave vents that ❑Not Observable extends over insulation. ❑Not Applicable 402.2.4 (Attic access hatch and door R- � —� � � R- ❑Complies Requirement will be met. [FI311 insulation ?R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable _ 402.4.1.2 Blower door testmmm 50 Pa. <-5 ACH 50 = ACH W50 _ ❑Complies Requirement will be m _ @ �. _ et. [F117]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable _ i_. .......m g .......p_. . ,_._�.. .._..,...�....m .w�_wT-_._ ,,. ..w..._ ._ ❑Com lies Requirement will be met. ...-._. [022.4.2 ''Wood-burning fireplaces es have P� q ztight fittingflue dampers and ❑Does Not outdoor air for combustion. ❑Not Observable ❑Not Applicable 403.3.3 determine ir leakage with ft� � - ft .. ❑Dompli Ducts are pressure tested to cfm/100 z cfm/100 ❑Com ......._. � plies 'Exception:All ducts and air s Not handlers are located within either: Rough-in test:Total conditioned space. leakage measured with a ;❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including ,the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. _ 403.3.4 Duct tightness test result of< 4 z cfm/100 -Jz cfm/100 ❑Com lies "Exception: located .. _ p All ducts and air [FI411 cfm/100 ft2 across the system or ft ft ❑Does Not handlers a within <,=3 cfm/100 ft2 without air conditioned space. handler @ 25 Pa. For rough-in []Not Observable 'tests, verification may need to ❑Not Applicable occur during Framing Inspection, _ .......g �_.. __ �. ...,___ ...__ 403.3.2.1 Air handler leakage designated ❑Complies Requirement will be met, [FI2411 by manufacturer at <=2% of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies Requirement will be met [FI9]2 installed for control of pro-nary ❑Does Not heating,and cooling systems and ❑Not Observable initially set by manufacturer to code specifications, ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Co empli s mmmm�ITITITmmmmmmmm-- - � Requirement will be met. [FI10]2 on heat pumps, ❑Does Not ❑Not Observable ❑Not Applicable _ 1 FHigh Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Conway Residence Report date: 09/11/24 Data filename: Page 8 of10 9 . Final Inspection ProvisionsVerified Value 1Qd & Value ❑Com Complies. Comments/Assumptions lies 'Exception:Re ID 403.5.1 Circulating service hot water en fie field Verified [FI11]2 systems have automatic or p Requirement is accessible manual controls. ❑Does Not not applicable. ❑Not Observable E]N [F ❑Co pliesicable 'Requirement will be met. 4025 .1... falns not mechanical art of te�u .. .� .._...�m.� _.�,.._ ..... _ - .. a l ventilation system --••--_•.--_-�.-��.. .....�-_.�. ]z p tested and listed HVAC equipment meet efficacy ❑Does Not and air flow limits per Table ❑Not Observable R403.6,1. ❑Not Applicable 3.2 Hot water boilers supplyingheat "" """� ... .m .. [FI26]2 through one-or two-pipe heating ❑Complies Requirement will be met. systems have outdoor setback ❑Does Not control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. - Heated water circulation systems . .Ww. _ _." p .Exception: Requirement� mm [FI28] have a circulation pump,The ❑Com lies is system return pipe is a dedicated ❑Does Not not applicable. return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos- '❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the ,occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 5.12 Electric heat trace systems . ...�. [ ❑Complies 'Exception: FI2912 comply with IEEE 515.1 or UL Requirement is 515, Controls automatically ❑Does Not not applicable. adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the Piping. WW Wu ®Cr-m li,pes have Exception: Requirement is 403.5.2 'Demand recirculation waterm Does Not not applicable. [FI30]z systems e controls that .'manage operation of the pump and limit the temperature of the ❑Not Observable water entering the cold water ❑Not Applicableting < 104°F,403.5.4 Drain water heat recovery units i `" " "'"" '° IT [FI31]2 have >= 40 percent efficiency if Co mplies Exception: Requirement s installed for equal flow or>=52 ❑Does Not not applicable. percent efficiency if installed for ❑Not Observable unequal flow.Vertical drain water. ❑Not Applicable heat recovery units comply with CSA 855,2 and tested and labeled in accordance with CSA 1355.1. Potable water-side pressure loss of drain water heat recovery units are < 3 psi for 'individual units connected to one . or two showers„ Potable water- side pressure loss of drain water heat recovery units are < 2 psi for individual units connected to three or more showers„ 404.1 90oo or more of permanent .. _ " ._._ .. '._- .. t.� [FI6]1 fixtures have lamps with an ❑Complies 'Requirement will be me� efficacy — 65 lumans/watt or ❑Does Not have a total luminaire efficacy ❑Not Observable >=45 lumens/watt. ❑Not Applicable E _ 1 Nigh If;p act Tier 1 2 Medium Impact(Tier 2) 3 Low Im act Tier 3 Project Title: Conway Residence Data filename: Report date: 09/11/24 Page 9 of10 �w Final Inspection Provisions Plans Verified Field Verified 6, Ite .ID Value Value plies' Comments/Assumptions 404.2 Detached one and two-family be met. [FI35]1 dwellings and townhouses where es Requirement will the conditioned space Is > 1,400 of sf co�rwply with the regwufrernents' ❑Not Observable w ._.._� ofAppendixRA. ❑Not Applicable or [FI3 ]1 TTmX ownhousestwo-family with pa pardwelkings ing area oa m Ewa, ElComplies Exception:: Requirement is� provided on the building site shall Does Not not applicable. have a 208/240V 40-amp outlet for each dwelling unit or panel ❑Not Observable capacity and conduit for the ❑Not Applicable future installation of such an outlet. See section details, 404.1.1 �....�h � [ com flea ;Fuel gas lighting systems have [FI2313 no continuous Pilot light. -[�Daes Not .. .• ...M• •. e Requirement will b et. ONot Observable 401.3 "Compliance .. `p�. p —.-.-'[]Not Applicable Com liance certificate posted. [FI7]z Com lies q.... _ .. .. ._ C p Re uirement will be met Does Not ❑Not Observable .�........�.�...�.__�,._.a. ...�_.. ❑Not A pp 303.3 mechanical and water ficable ,Manufacturer manuals for �� _ .� .. heating [Complies Requirement will be met. systems have been provided, Does Not ❑Not Observable Additional Comments/Assumptions: ❑Not Applicable gh ... 1' 1 Hiw Irrppac.. (Tier_1) — 2 Medium Im act Tier 2 � _ Project Title: Conway Resi ( ) 3 owlmpact(Tier dence p 3) Data filename: Report date: 09/11/24 Page 10 of10 fficiency Certificate 'M r-Grade Wall 15.00 -Grade Wall 2 Floor 5.00 Ceiling / Roof 0.00 30.00 Ductwork (unconditioned spaces): Window Door 0.22 0.17 0.26 0.40 M= ====MUM, Heating System, Cooling System Water Heater: Name: Comments Date Town Hall Annex 54375 Main Road 61 " ° Telephone(631)765-1802 P. O. Box 1179 Fax(631) 765-9502 Southold, NY 11971-0959 'a ro d J* BUILDING DEPARTMENT NOTICE OF I.ITILIZATIAN OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONgTRUCTION ANDIOR TIMBER CONSTRICTION Date: . Owner: Robert&Patricia Conway Location of Property: 2450 Cedar Dr. Southold NY 11791 Please take notice that the (check applicable line): New commercial or residential structure X Addition to existing commercial or re i ent al structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) X Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): .... - Floor framing, including girders and beams (F) X Roof framing (R) Flo r and roof framing (FR) Signature: Name (person submitting this form): Robert Conway R.A. Capacity(check applicable line): Owner -.1 Owner representative TrussReg15.docx Effective 1/1/2015 120.00' N 68°30'50" E / /.5' Zl- 49.5` 23.9' i 5 2' 8f LQ ^I O I STORY 29.9=�} m FRAME 59,0' Om RESIDENCE n p p 0) � Q O ,N 2. ,N p � -� F MSFPCMW 34.9' 24,t' �r ro T _ m S 68°30'50" VV 120. 00' B i r o ,b A venue 20' WIDE (PRIVATE ROAD) Site Plan SCALE : 1" = 20' INFORMATION TAKEN FROM SURVEY PREPARED BY: SCALICE LAND SURVEYING I SOUTH BAY AVENUE ISLIP, NEW YORK 11751 P: 631-957-2400 MJSLANDSURVEY.COM DATED: 4/22/2020 ZONING ANALYSIS TOWN OF SOUTHOLD 2450 CEDAR DRIVE,SOUTHOLD,NY RESIDENCE:R-40 SCTM#1000-077.00-02.00-015.000 ISSUE REQUIRED/PERMITTED EXISTING PROPOSED LOT AREA 40,000 SF *12,000 SF. (0.28 ACRES) NO CHANGE BUILDING COVERAGE *20%OF LOT AREA=2,400 SF EXISTING DWELLING = 960 SF. DWELLING = 1,000 SF. EXISTING SHED = 97 SF. EXISTING SHED = 97 SF. 8.9%=1,061 SF, PROPOSED DECK = 471 SF. PORTICO = 30 SF. 13.3%=1,598 SF. MIN.FRONT YARD *35.0 FT.(PRIMARY FY CEDAR DR.) 34.9 FT.(r0 CEDAR DR.PRIMARY FY) 34.9 FT.(TO CEDAR DR.PRIMARY FY) *20.0 FT.(SECONDARY FY BIRCH AVE.) 38.4 FT.(TO BIRCH AVE.SECONDARY FY) 38.4 FT.(r0 BIRCH AVE.SECONDARY FY 29.9 FT. TO PROPOSED PORTICO EXEMPT PER§280-104 C.(2) MIN.SIDE YARD EACH *10.0 FT. 21.5 FT. 11.5 FT.TO PROPOSED DECK SIDE YARD AGG. *25.0 FT. N/A-CORNER LOT N/A-CORNER LOT *35.0 FT. 59.0 FT.TO PROPOSED ADDITION MIN.REAR YARD 61.0 FT. 49.5 FT.TO PROPOSED DECK MAX HEIGHT 35.0 FT.-2 STORY 21.5 FT. NO CHANGE ACCESSORY BUILDINGS MIN.SIDE/REAR YARC 5.0 FT= 8.6 FT, NO CHANGE MAX HEIGHT 18.0 FT. 10.5 FTa NO CHANGE GROSS FLOOR AREA 2,100 SF.+12.5%of the lot area 1 ST FLOOR= 960 SF. 1 ST FLOOR= 1,000 SF. in excess of 10,000 SF BASEMENT= 960 SF. BASEMENT= 960 SF. =2,350 SF. FRONT STOOP= EXCLUDED FRONT PORTICO= EXCLUDED REAR STOOP= EXCLUDED PROPOSED DECK= EXCLUDED_ TOTAL= 1,920 SF. TOTAL= 1,960 SF. Robert Conway R.A. DATE ISSUED: When a registered design CONWAY 10-3-2024-Issued for Permit professional has stamped and 6334 Northern Boulevard signed this page (blue ink), they East East Norwich, New York 11732 are attesting that to the best of his/her knowledge, belief, and DENCI -0- professional judgement, such -�- plans and/or specifications are 2450 Cedar Drive 516. 509 . 3846 Phone in compliance with the latest New York State Building code. Southold, New York 119 BF*- 6N3yPROPOSED ADDITIONS ALTERATIONS _ ss�sso�s UTHOLD NEW YORK GENERAL NOTES: PROPOSED SCOPE OF WORK: Robert Conway R.A. • NO CHANGE TO BEDROOM COUNT(EXISTING 2 BEDROOMS/ PROPOSED 2 BEDROOMS) • PROPOSED WOOD FRAMED DECK-471 SF. THE GENERAL CONTRACTOR AND ALL SUB-CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH THE FULL SET OF CONTRACT THESE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT FOR THIS PROJECT ARE THE ARCHITECTS PROVIDE 1"+/-NON SHRINK GROUT BELOW ALL BEARING AND MSE PLATES • PROPOSED PORTICO - 30 SF. 6334 Northern Boulevard DOCUMENTS,AND CONTACT ARCHITECT IN WRITING OF ANY CLARIFICATIONS NEEDED PRIOR TO COMMENCEMENT OF INSTRUMENTS OF SERVICES WHICH ARE LICENSED TO THE OWNER FOR THE SOLE USE WITH RESPECT TO THIS PROJECT.THE CONSTRUCTION. ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW,STATUTORY AND OTHER • PROPOSED FINISHED BASEMENT- 960SF. East Norwich, New York 11732 RESERVE RIGHTS,INCLUDING THE COPYRIGHT. ALL PIPE AND/OR LALLY COLUMNS TO BE SECURELY BOLTED,LEVELED WITH STEEL SHIMS AND PACKED TIGHT WITH NON-SHRINK • PROPOSED FIRST FLOOR ADDITION -40 SF. -�- THE WORK UNDER THIS CONTRACT SMALL CONSIST OF ALL LABOR,INSTALLATION,MATERIALS AND EQUIPMENT REQUIRED AND GROUT. NECESSARY TO PERFORM ALL WORK AS SHOWN ON THE DRAWINGS SPECIFIED HEREIN AND AS REQUIRED BY CONDITIONS AT THE PROPOSED FIRST FLOOR ALTERATIONS- EXPAND KITCHEN RENOVATE BATHROOM ALTER BEDROOM THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OR THE WORK OF THE GENERAL CONTRACTOR,OWNER OR ANY JOIST HANGERS,HOLD DOWN CLIPS,ETC.SHALL BE SIMPSON STFONG-TIE CO.,INC.,OR APPROVED EQUAL(SECURED WITH ANNULAR � � SITE. OTHER SUBCONTRACTORS NOR SHALL HE GUARANTEE THEIR PERFORMANCE. NAILS,ETC.AS PER MANUFACTURER'S SPECIFICATIONS)FOR ALL FLUSH STRUCTURAL CONNECTIONS. PROVIDE SADDLE-TYPE,HEAVY • PROPOSED ALTERATIONS TO EXISTING ROOF- FRAME OVER REVERSE GABLES 5 1 6 . 5 0 9 .3 8 4 6 P h o n e ANY ITEM OF WORK NECESSARY FOR PROPER COMPLETION OF CONSTRUCTION,WHICH IS NOT SPECIFICALLY COVERED ON THE DUTY BEAM HANGERS AS REQUIRED. ALL EXTERIOR CONNECTORS,FASTENERS,ETC.SHALL BE STAINLESS STEEL. PROVIDE WELDED RobertWConway3@gmail.com THE ARCHITECT SHALL NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, DRAWINGS OR IN THE SPECIFICATIONS,SHALL BE CONSIDERED INCLUDED IN THIS WORK AND SHALL BE PERFORMED IN A MANNER METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE STEEL CONNECTIONS FOR ALL FRAMING HANGERS,ETC.AT STEEL BEAMS,COLUMNS,ETC. DEEMED GOOD PRACTICE OF THE TRADE INVOLVED. WORK SINCE THESE ARE SOLELY THE GENERAL CONTRACTOR'S RESPONSIBILITY UNDER THE CONTRACT FOR CONSTRUCTION. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE GENERAL CONTRACTOR'S SCHEDULES OR FAILURE TO CARRY OUT THE WORK IN ALL WOOD FRAMING SHALL BE CONSTRUCTED AND INSTALLED A5 PER"NATIONAL DESIGN STANDARDS FOR WOOD CONSTRUCTION", ALL WORK SHALL CONFORM TO ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE ARCHITECT SHALL NOT HAVE CONTROL OVER OR CHARGE OF ACTS OR LATEST EDITION. THE 2020 BUILDING CODE OF NEW YORK STATE OMISSIONS OF THE GENERAL CONTRACTOR,SUBCONTRACTORS OR THEIR AGENTS OR EMPLOYEES,OR OF ANY OTHER PERSONS THE 2020 RESIDENTIAL CODE OF NEW Y STATE PERFORMING PORTIONS OF THE WORK. ALL STRUCTURAL WOOD FRAMING,UNLESS OTHERWISE NOTED,SHALL BE MINIMUM DOUGLAS FIR NO.2 OR BETTER WITH BASE THE 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE THE 2020 FIRE CODE OF NEW Y' STATTEE DESIGN MINIMUM FB 850 PSI;FV=75 PSI;FC(PERP)=1,250 PSI;E=1,300,000 PSI(SEE PLANS FOR ADDITIONAL NOTES AND DATE ISSUED: ON > THE 2020 PLUMBING CODE OF NEW YORK STATE CONCRETE&FOUNDATIONS: REQUIREMENTS). THE 2020 FUEL GAS CODE OF NEW YORK STATE /�' Q20. OD 10-15-2023-Working Drawings$ ALL OTHER LOCAL CODES AND AGENCIES HAVING JURISDICTION. DESIGN STRENGTH OF 28-DAY CONCRETE SHALL BE 3,000 PSI MINIMUM. GARAGE SLABS TO BE 5,000 PSI AIR-ENTRAINED. ALL ALL LUMBER SHALL BE PROPERLY SEASONED AND SHALL BE NEW UNLESS OTHERWISE APPROVED BY THE ARCHITECT. ALL LUMBER l�/ 68"JD 50 E 10-3-2024-Issued for Permit CONCRETE SHALL HAVE A MAXIMUM AGGREGATE SIZE OF 3/4",MINIMUM CEMENT CONTENT OF 560 LBS/CU YD AND A MAXIMUM SHALL BE FREE FROM KNOTS,SHAKES,ROT,FUNGUS,OR OTHER DEFECTS. ALL NEW CONSTRUCTION SHALL CONFORM TO AMERICAN WOOD COUNCIL,2018 WOOD FRAME CONSTRUCTION MANUAL FOR 1&2 SLUMP OF 4". ALL CONCRETE(CONTROLLED STONE OR GRAVEL)AND REINFORCED CONCRETE WORK SHALL CONFORM TO ACI-318 FAMILY DWELLINGS SPECIFICATIONS,LATEST EDITION. CONCRETE SHALL BE AIR-ENTRAINED(6%)WHERE EXPOSED. ALL BEAMS SHALL BE PROPERLY ANCHORED AS REQUIRED. PROVIDE PREFABRICATED GALVANIZED STEEL HANGERS AT ALL FLUSH h FRAMED MEMBERS. HANGERS SHALL BE THE APPROPRIATE SIZE FOR THE SUPPORTED MEMBER WITH THE SPECIFIED NUMBER OF ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 NATIONAL ELECTRICAL CODE(NFPA70)AND THE FASTENERS BUILDING CODES OF NEW YORK STATE. CONTRACTOR TO PROVIDE CYLINDER SAMPLES(3 PER TRUCK)TO BE SENT TO A TESTING LAB TO BE BROKEN OPEN AND TESTED AT 7, 14 AND 28 DAYS RESPECTIVELY.NOTIFY ARCHITECT OF RESULTS WITHIN 24 HOURS OF OBTAINING SAME. CONTRACTORS TO SUBMIT 49.5' ALL PLUMBING WORK SHALL CONFORM TO THE 2020 PLUMBING CODE OF NEW YORK STATE REQUIREMENTS AND ALL OTHER LOCAL DELIVERY RECEIPTS INDICATING THE VOLUME AND STRENGTH OF CONCRETE DELIVERED. DOUBLE ALL FRAMING AROUND ALL OPENINGS UNLESS OTHERWISE NOTED. i CODES,ORDINANCES AND AGENCIES HAVING JURISDICTION AND TO THE STANDARDS OF THE LOCAL COUNTIES HEALTH /WOOD DECK' j DEPARTMENT. ALL REINFORCING,AS REQUIRED,SHALL BE MINIMUM GRADE 60 CONFORMING TO ASTM A-615. PROVIDE AND INSTALL ALL FIRE STOPPING,CATS,BLOCKING,ETC,AT EXTERIOR WALLS AND BEARING WALLS AND AS REQUIRED BY .471"Sf, CODE AND/OR JOB CONDITIONS AND IN ACCORDANCE WITH STANDARD ACCEPTABLE PRACTICE. THE HVAC SUBCONTRACTOR SHALL MAKE ALL ARRANGEMENTS FOR THE INSTALLATION OF ALL HVAC EQUIPMENT AS NOTED ON THE PROVIDE EXPANSION,CONTROL AND CONSTRUCTION JOINTS AS REQUIRED BY APPLICABLE SECTIONS OF ACI 301-84. DRAWINGS. ALL WORK SHALL BE IN COMPLIANCE WITH NEC,NEMA,NATIONAL PLUMBING CODE,ASME AND ASHRAE ALL NEW WINDOW AND DOOR OPENINGS SHALL HAVE STUDS TRIPLED ON JAMBS. THE INNER TWO STUDS SHALL BE CUT TO RECEIVE • N ;;// fRAA�E SPECIFICATIONS,INCLUDING ALL EQUIPMENT,FIXTURES,MATERIALS,ETC.REQUIRED BY STATE AND LOCAL CODES. THE EXCAVATION FOR ALL FOOTINGS SHALL HAVE LEVEL,SOLID AND UNDISTURBED BOTTOMS. ALL FOOTINGS SHALL BEAR ON THE LINTEL OR HEADER OVER THE OPENING AND SHALL EXTEND N ONE PIECE FROM LINTEL OR HEADER TO BEARING BELOW. THEE 14 VIRGIN,UNDISTURBED SOIL,MINIMUM DEPTHS AS PER DRAWINGS. SOIL BEARING CAPACITY IS ASSUMED AS 2,000 PSF MINIMUM. OUTER STUD SHALL RUN IN ONE PIECE FROM SILL TO TOP PLATE'.. �2.0' THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE APPLICABLE FILING OF ALL APPLICATIONS,PERMITS,DOCUMENTS, THE CONTRACTOR SHALL VERIFY SAME IN THE FIELD. INSURANCE,ETC.WITH ALL REGULATORY AGENCIES AS REQUIRED IN CONNECTION WITH THIS WORK. ALL NOMINAL JOISTS SHALL BE CROSSBRIDGED WITH SOLID BRID31NG AND/OR 5/4"X 3"BRIDGING AS INDICATED AT MID-SPAN OR INTERVALS NOT TO EXCEED 8'-0"O.C.AND SECURELY NAILED AT EACH END. BRIDGING SHALL NOT BE NAILED UNTIL AFTER 29.9' I STORY CONTRACTOR TO PROVIDE DETAILED PRICE BREAKDOWN.OWNER TO PROVIDE BUILDING PERMIT,SURVEY AND FINAL SURVEY. MAXIMUM SLOPE BETWEEN BOTTOMS OF FOOTINGS SHALL BE 30 DEGREE ANGLE OR REPOSE O -# FRAME 59.0' O, PARTITIONS ARE IN PLACE. PROVIDE SOLID BRIDGING BETWEEN.OISTS OVER GIRDERS AND PLATES OF BEARING PARTITIONS. METAL IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND EACH OF HIS SUBCONTRACTORS,TO VISIT THE SITE PRIOR TO BRIDGING STRAPS MAY BE SUBSTITUTED AND INSTALLED ACCORDINGLY. O o;�,- RESIDENCE OO o , FOOTING ELEVATIONS SHOWN ON FOUNDATION PLAN ARE BASED ON AND CONSTITUTE THE BEST AVAILABLE INFORMATION. IT MAY � PROPOSED SUBMISSION OF HIS BID TO FAMILIARIZE HIMSELF WITH ALL EX'STING CONDITIONS. NO ADDITIONAL ALLOWANCES,OR EXTRA BE NECESSARY TO ADJUST FOOTINGS DEPTH DUE TO FIELD CONDITIONS IN ORDER TO REACH ADEQUATE BEARING MATERIAL. O Cam, MDmr O CHARGES,WILL BE PERMITTED BECAUSE OF HIS FAILURE TO PERFORM THE AFOREMENTIONED SITE VISIT. STRUCTURAL WOOD FRAMING USED IN EXTERIOR APPLICATIONSOR IN CONTACT WITH MASONRY OR CONCRETE SHALL BE ACQ o V PoP0� 2'O o FOOTINGS SHALL NOT BE CONSTRUCTED UNTIL SOIL,PREPARED FOR BEARING,HAS BEEN REVIEWED BY THE ARCHITECTAND THE AUTHORITIES HAVING JURISDICTION. PRESSURE TREATED LUMBER. S a0 SF. THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR PROVIDING ALL SITE AND SAFETY PROTECTION(FENCING,BARRIERS, ^I N 34.9' V ETC.)DURING CONSTRUCTION IN ACCORDANCE WITH ALL APPLICABLE CODES AND ORDINANCES(OSHA,ETC.)TO PROVIDE FOR THE NO HORIZONTAL CONSTRUCTION JOINTS WILL BE PERMITTED IN WALLS,BUTTRESSES,OR FOOTINGS UNLESS SPECIFICALLY SHOWN. NOMINAL SIZES OF LUMBER NOTED,ACTUAL NET SIZES USED FOR STRESS CALCULATIONS. 24,1' SAFETY OF THE PUBLIC AND THE PROTECTION OF THE SITE AND BUILDING. (� THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCY OCCURS BETWEEN ACTUAL FIELD CONDITIONS AND WHERE SLAB ON GRADE IS SUPPORTED ON BACKFILL,THE FILL SHALL BE COMPACTED IN LAYERS NOT EXCEEDING 8"TO AT LEAST 95% ALL DIMENSIONS ARE TO STUD FACES OR CENTERLINE OF BEAMS DRAWINGS. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION. OF THE MAXIMUM DRY DENSITY PER ASTM D-1557. FILL MATERIAL SHALL BE LIMITED TO WELL GRADED SAND OR SAND AND GRAVEL MIXTURE WITH LESS THAN 10 TO 15%FINES PASSING THE NO.200 SIEVE AND A MAXIMUM GRAVEL SIZE OF 3". WOOD JOISTS SUPPORTED BY STEEL BEAMS TO BE CONNECTED TO 2"X_"WOOD BLOCKING BOLTED TO STEEL BEAMS WITH(2)1/2" THE GENERAL CONTRACTOR SHALL CONFIRM AND VERIFY EXISTING BEARING CONDITIONS BEFORE PROCEEDING WITH THE WORK. DIAMETER BOLTS 4'-0"O.C.MINIMUM WOOD JOIST LAP IS 4". CONCRETE SLABS ON GRADE SHALL BE POURED OVER 10 MIL THICK CLEAR POLYETHYLENE FILM VAPOR BARRIER OF TYPE DO NOT SCALE DRAWINGS.WRITTEN DIMENSIONS CONFIRMED BY FIELD CONDITIONS TAKE PRECEDENCE. IF DISCREPANCY ARISES RECOMMENDED FOR BELOW GRADE APPLICATION. ALL FLUSH STEEL BEAMS TO BE TOPPED WITH A 2"X6"WOOD PLATE BOLTED TO STEEL BEAMS WITH(2)1/2"DIAMETER BOLTS 4'-0" a BASED ON FIELD CONDITIONS CONSULT WITH ARCHITECT'S OFFICE BEFORE PROCEEDING WITH WORK OR ORDERING MATERIALS. O.C. m THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ANY EXISTING DRYWELLS, ALL SUBGRADE FOUNDATION WALLS FOR CRAWL SPACES OR CELLARS TO BE TREATED WITH TUFF-N-DRI H8 DAMP-PROOFING BY r CESSPOOLS,SEPTIC TANKS AND UTILITIES,UNDERGROUND PIPING OR STRUCTURES THAT MAY INTERFERE WITH NEW WORK OR TREMCO OR APPROVED EQUAL.INSTALLED PER MANUFACTURES INSTRUCTIONS DOUBLE JOIST UNDER ALL PARTITIONS PARALLEL TO SAME AND AROUND OPENINGS. V DEMOLITION AND TO PROTECT SAME FROM ANY DAMAGE. THE REPAIR OF ANY DAMAGE DUE TO NEW CONSTRUCTION OR DEMOLITION IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. SPREAD FOOTINGS SHALL BE LOCATED SUCH THAT WALLS AND COLUMNS ARE CENTERED OVER FOOTINGS IN BOTH DIRECTIONS ALL FLOOR JOISTS SUPPORTING BATHROOM FIXTURES SHALL BE DOUBLED OR 12"O.C.WHICHEVER CONDITION IS DEEMED UNLESS OTHERWISE NOTED ON THE PLAN. PRACTICAL IN THE FIELD. NOTIFY ALL CORPORATIONS,ADJACENT PROPERTY OWNERS,UTILITY COMPANIES AND/OR LOCAL AUTHORITIES OWNING CONDUIT, WIRES,PIPES OR OTHER UTILITIES RUNNING TO OR ON THE PROPERTY OR IN THE AREAS AFFECTED BY THIS CONSTRUCTION AND/OR STANDARD PROCEDURES OF FROST PROTECTION FOR FOOTINGS AND FOOTING EXCAVATIONS SHALL BE USED FOR WINTER LVL'S AND ENGINEERED WOOD I BEAM JOISTS TO BE AS MANUFACTURED BY'TRUSS JOIST MACMILLIAN CORP'OR EQUAL LVL OTHERWISE REQUIRED BY THE TOWN OR LOCAL AGENCIES HAVING JURISDICTION. CAP ALL ABANDONED UTILITY LINES IN CONSTRUCTION. BACKFILLING OF FOOTING EXCAVATIONS SHALL BE DONE AS SOON AS POSSIBLE TO PROTECT FOOTINGS FROM MEMBERS TO BE 13/4"WIDTHS OR SOLID PSL MEMBERS OF THE SAME SIZE. LVL'S SHALL HAVE A MINIMUM MODULUS OF S 680 > » 30 50 W ACCORDANCE WITH THE INSTRUCTIONS FROM UTILITY COMPANIES OR LOCAL AUTHORITIES HAVING JURISDICTION. FROST ACTION. ELASTICITY OF 1,900,000 PSI. 120. 00.1 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DEMOLITION,EXCAVATION,CARTING,REFUSE AND THE LEGAL SPREAD FOOTINGS,UNLESS OTHERWISE NOTED,SHALL BE 8"DEEP X 16"THICK,REINFORCED WITH(2)CONTINUOUS#5 REBAR @ FLITCH BEAMS SHALL BE CONSTRUCTED OF CONTINUOUS FULL LENGTH STL PLATES BOLTED TO WOOD MEMBERS WITH 5/8"DIA. DISPOSAL OF SAME AS REQUIRED TO ALLOW FOR NEW CONSTRUCTION AND REMOVAL OF ALL DEBRIS FROM THE SITE. BOTTOM,MIN 3"CLEAR OF EARTH. BOLTS @ 12"O.C.STAGGERED,U.O.N. DISPOSE OF ALL(IF ANY)HAZARDOUS MATERIAL OR ASBESTOS IN AN APPROVED MANNER AS REQUIRED BY FEDERAL,STATE AND SLAB ON GRADE,UNLESS OTHERWISE NOTED,SHALL BE 4"THICK,REINFORCED WITH ONE LAYER OF 6X6 W2.9X2.9 WELDED WIRE PROVIDE NEW WOOD HEADERS MINIMUM(2)2"X8"AT INTERIOR WALLS(NON-BEARING)AND AS PER DRAWINGS AT(2"X4"FRAMED) LOCAL AGENCIES(INCLUDING THE EPA). FABRIC CONFORMING TO ASTM A-185. EXTERIOR AND INTERIOR BEARING WALLS WITH SOLID BEARING STUD SUPPORTS AT ALL NEW WINDOWS,DOORS,AND OPENINGS AS 20' WIDE (PRIVATE ROAD) THE CONTRACTOR SHALL KEEP THE CONSTRUCTION AREA FREE',FROM ACCUMULATION OF ALL WASTE MATERIALS OR RUBBISH MAY BE REQUIRED BY EXISTING CONDITIONS AND NEW CONSTRUCTION UNLESS OTHERWISE SHOWN OR NOTED. _ CAUSED BY HIS OPERATIONS. ATTHE COMPLETION HE SHALL REMOVE HIS WASTE MATERIAL AND RUBBISH FROM THE PREMISES AND WELDED WIRE FABRIC FOR CONCRETE SLABS ON GRADE SHALL BE PLACED 2"BELOW TOP OF SLAB. LAP SPLICE OVERLAP LENGTH TO BE 8"AND SHALL BE MEASURED BETWEEN THE OUTERMOST CROSS WIRES OF EACH FABRIC SHEET. SITE AS WELL AS ALL HIS TOOLS,CONSTRUCTION EQUIPMENT AND SURPLUS MATERIALS AND SHALL CLEAN ALL GLASS SURFACES AND ALL PLYWOOD SHEATHING SHALL BE EXTERIOR GRADE C D EXTERIOR,TYPE 1 EXPOSURE. APA STRUCTURAL(GRADE STAMPED) LEAVE THE WORK"BROOM CLEAN". UNLESS OTHERWISE INDICATED. EXPOSED PLYWOOD SOFFITS SHALL BE A-C GRADE EXTERIOR,TYPE 1.PLYWOOD SHEATHING @ BOTTOM OF FOOTING SHALL BE CARRIED DOWN AT LEAST 3 FT.BELOW LOWEST LEVEL OF ADJOINING GROUND OR PAVEMENT FLOORS TO BE 3/4"APA RATED. 48/24 SLOPED ROOFS AND WALLS SHALL BE SHEATHED WITH 1/2"APA RATED. THE GENERAL CONTRACTOR IS TO COORDINATE WITH THE OWNER FOR INSTALLATION OF THE OWNER'S SECURITY,TELEPHONE,OR SURFACE AND TO BE PLACED ON INORGANIC UNDISTRESSED SOIL W/A MIN BEARING CAPACITY OF 2000 PSF UNLESS OTHERWISE Site Plan OTHER A/V SYSTEMS AND SHALL COOPERATE WITH OWNER'S INDEPENDENT CONTRACTORS. THE GENERAL CONTRACTOR SHALL NOTED. DRAWING LIST• PROVIDE ADVANCED NOTICE TO THE OWNER AS TO WHEN TO SCHEDULE INSTALLATION SO AS NOT TO DELAY COMPLETION OF THE PROJECT. CONTRACTOR TO PROVIDE AND COORDINATE INSTALLATION OF ALL SLEEVES REQUIRED TO ACCOMMODATE PLUMBING, CONTRACTOR SHALL INSTALL AS PER OWNER'S DIRECTION ANYAND ALL INTERCOM,TELEPHONE,LAN,VLAN,SPEAK,ALARM, MECHANICAL AND ELECTRICAL TRADES. SHEET DESCRIPTION SCALE : 1" = 20' COMPUTER,AND/OR CABLE WIRING IN WALLS PRIOR TO SHEETROCKING. BRACE ALL FOUNDATION WALLS AS REQUIRED PRIOR TO BACKFILLING. GENERAL NOTES: SITE PLAN INFORMATION TAKEN FROM SURVEY PREPARED BY: THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR AND/OR REPLACEMENT OF ANY ITEM OF EXISTING CONSTRUCTION GN-1 sCALICE LAND SURVEYING THAT IS TO REMAIN OR THAT IS DAMAGED DURING NEW CONSTRUCTION. DO NOT BACKFILL AGAINST FOUNDATION WALLS UNLESS THEY ARE PROPERLY BRACED BY FLOOR SLABS,TEMPORARY SHORING,OR I SOUTH BA BALANCED FILL.PROVIDE 15# Y AVENUE FELT MEMBRANE OVER TOWELED ON MASTIC FOR DAMP-PROOFING ON ALL FOUNDATION WALLS, GN-2 GENERAL NOTES: PLUMBING ISLIP, NEW AV NUE G O N i7�I AY THE GENERAL CONTRACTOR SHALL PROVIDE FOR ALL PROPER BRACING,SHEETPILING,SHORING,DE-WATERING,ETC.,AND THE WHERE INDICATED ON DRAWINGS. PROTECTION AND SUPPORT OF THE EXISTING AND ADJACENT STRUCTURES AND TREES THAT ARE TO REMAIN.PROVIDE FOR ALL GN-3 GENERAL NOTES: STRAPPING P: 631-957-2400 UNDERPINNING AS REQUIRED DUE TO FIELD AND PROJECT CONDITIONS. UPON BACKFILLING FOUNDATION,CHEMICALLY TREAT SOIL FOR TERMITE PROTECTION IN ADDITION TO PROVIDING TERMITE SHIELDS MJSLANDSU22/2020 AND WOLMANIZED SILLS. GN-4 GENERAL NOTES: STRAPPING & ENERGY DATED: 4/22/2020 RESIDENCE ALL WORK SHALL BE ACCURATELY FRAMED PLUMB,LEVEL AND TRUE,WELL SPIKED AND NAILED AND ANCHORED TOGETHER TO FORM A RIGID STRUCTURE AND TO INSURE EVEN SETTLEMENT AND SHRINKAGE THROUGHOUT. WITH A MIN.2X6 SILL PLATE USE 5/8"ANCHOR BOLTS TYPICAL 44"O.C.(24"O.C.FOR SLAB-ON-GRADE)AND MAX.12"FROM EACH GN-5 GENERAL NOTES: I ECC NOTES -�- ANY DAMAGE TO ANY EXISTING PAVEMENTS(INCLUDING PUBLIC STREETS)OR STRUCTURES TO REMAIN MUST BE REPAIRED TO THEIR CORNER.7"EMBEDMENT MIN.USE 3"X 3"X 5/16"SQ.WASHER PLT. SEE PLANS FOR CORNER HOLD DOWN(HD)DESIGNATION ZONING ANALYSIS TOWN OF SOUTHOLD 2450 Cedar Drive ORIGINAL CONDITION OR REPLACED BY THE GENERAL CONTRACTOR AT NO EXTRA COSTTO THE OWNER. STRUCTURAL WORK: D-1 DEMOLITION PLANS: BASEMENT& FIRST FLOOR 2450 CEDAR DRIVE, SOUTHOLD NY RESIDENCE: R-40 Southold, New York 11971 RESECURE AND PROPERLY SUPPORT ALL EXISTING FRAMING AND ALL OTHER CONSTRUCTION THAT MAY BE AFFECTED BY NEW SC-1 SCHEDULE: WINDOW & DOOR SCTM# 1000-077.00-02.00-015.000 CONSTRUCTION. REMOVE AND REPLACE ANY AND ALL DAMAGED,ROTTED OR OTHERWISE UNSOUND FRAMING. REPLACEMENT FRAMING MUST BE 1000-077.00-02.00-015.000 CONTRACTOR TO RESTORE ANY PORTION OF HOUSE DAMAGED DURING ALTERATION. OF PROPER SIZE AND BEARING TO SUPPORT ANY AND ALL LOADS IMPOSED. A-1 PLAN: FOUNDATION & BASEMENT FINISH PLAN ISSUE REQUIRED/PERMITTED EXISTING PROPOSED DIMENSIONS SHOWN ON THESE PLANS ARE NOMINAL.CONTRACTOR SHALL FIELD VERIFY ACTUAL DIMENSIONS.DIMENSIONS FOR A-2 PLAN:FIRST FLOOR & ROOF PLAN LOT AREA 40,000 SF -12,000 SF. (0.28 ACRES) NO CHANGE ALL MATERIALS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND/OR INSTRUCTIONS. FRAMING ARE FOR ROUGH FRAMING. A-3 ELEVATIONS BUILDING COVERAGE *20%OF LOT AREA=2,400 SF EXISTING DWELLING = 960 SF. DWELLING = 1,000 SF. PRIOR TO ORDERING WINDOWS,CONTRACTOR TO VERIFY ALL DOOR/WINDOW OPENINGS. CONTRACTOR TO PROVIDE ANY UNDERPINNING,AND/OR TEMPORARY SHORING,REQUIRED FOR THE ADEQUATE EXECUTION OF THE EXISTING SHED = 97 SF. EXISTING SHED = 97 SF. CONTRACTOR SHALL BE FULLY COVER JOB. A-4 SECTIONS: CROSS SECTION COVERED BY WORKMAN'S COMPENSATION INSURANCE AND SUCH INSURANCE AS MAY REQUIRED 8.9% = 1,061 SF. PROPOSED DECK = 471 SF. When n a registered design BY LOCAL LAWS. PORTICO = 30 SF. n THE DESIGN,FABRICATION,AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE AISC"MANUAL OF STEEL CONSTRUCTION, S-1 STRUCTURE: FIRST FLOOR CEILING -ATTIC FRAMING & ROOF FRAMING 133%= 1598 SF professional has stamped and . , . CONTRACTORS SHALL GUARANTEE FOR A PERIOD OF ONE(1)YEAR FROM THE DATE OF FINAL COMPLETION,AND ACCEPTANCE BY LATEST EDITION.MATERIALS AS FOLLOWS: signed this page (blue ink), they THE OWNER,ALL WORK PERFORMED UNDER THEIR RESPECTIVE CONTRACTS. STRUCTURAL STEEL: ASTM A572,GR50, E-1 ELECTRICAL: CELLAR & FIRST FLCOR MIN. FRONT YARD -35.0 FT. (PRIMARY FY CEDAR DR.) 34.9 FT. (TO CEDAR DR. PRIMARY FY) 34.9 FT. (TO CEDAR DR. PRIMARY FY) are attesting that to the best of CONTRACTORS AT TIME OF COMPLETION OF WORK,WHERE APPLICABLE OBTAIN FIRE UNDERWRITERS CERTIFICATE FOR ELECTRICAL BARS,PLATES,ANGLES,MISC: ASTM A36 *20.0 FT. (SECONDARY FY BIRCH AVE.) 38.4 FT. (TO BIRCH AVE. SECONDARY FY) 38.4 FT. (TO BIRCH AVE. SECONDARY FY) his/her knowledge, belief, and WORK AND BUILDING DEPARTMENT ACCEPTANCE AS MAY BE REQUIRED BY THEIR RESPECTIVE TRADES. SQ STEEL TUBING: ASTM A500,GRADE B 29.9 FT. TO PROPOSED PORTICO professional judgement, such BOLTS: ASTM A325 EXEMPT PER§280-104 C. 2 plans and/or specifications are CONTRACTOR TO EXPEDITE THE WORK AND ESTABLISH WITH THE OWNER A COMPLETION DATE. ANCHOR BOLTS: ASTM A307 ( ) in compliance with the latest ALL WORK LISTED ON THE CONSTRUCTION NOTE SHEETS AND SHOWN OR IMPLIED ON ALL DRAWINGS SHALL BE SUPPLIED BY THE WELDING ELECTRODE: ASTM E70XX MIN. SIDE YARD EACH *10.0 FT. 21.5 FT. 11.5 FT. TO PROPOSED DECK New York State Building Code. CONTRACTOR WHOSE BUILDING TRADE STATUS STANDARDLY REQUIRES SAME. ALL WELDING SHALL CONFORM TO AWS CODE FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION AND BE PERFORMED BY SIDE YARD AGG. *25.0 FT. N/A-CORNER LOT N/A-CORNER LOT © copyright 2024 DURING THE COURSE OF CONSTRUCTION IF MODIFICATIONS TO THE DESIGN OCCUR AS A RESULT OF CLIENT,ARCHITECT,ETC.THE WELDERS CERTIFIED IN ACCORDANCE W/AWS STANDARDS. CONTRACTOR SHALL SUBMIT TWO WRITTEN COPIES OF A CHANGE ORDER WITH THE AMENDED PRICE. CONTRACTOR SHALL NOT *35.0 FT. 59.0 FT. TO PROPOSED ADDITION CONTINUE WITH ANY CHANGES UNTIL HE RECEIVES WRITTEN AUTHORIZATION FROM THE OWNER. PLACE ALL BEAMS W/CAMBER BOWING UP MIN. REAR YARD 61.0 FT. 49.5 FT. TO PROPOSED DECK THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY CHANGES TO THIS PROJECT MADE BY OWNER,GENERAL CONTRACTOR OR ANY MAX HEIGHT 35.0 FT. -2 STORY 21.5 FT. NO CHANGE SUBCONTRACTOR OR MATERIAL SUPPLIER UNLESS PROPERLY AUTHORIZED,IN WRITING,BY THE ARCHITECT. ALL NEW ROOF JOISTS,HEADERS AND TRIMMERS AND OTHER HORIZONTAL WOOD MEMBERS SHALL BE SET WITH THE CROWN EDGE �' !v UPWARD. ACCESSORY BUILDINGS CSC THERE IS NO OBLIGATION FOR THE ARCHITECT TO PRODUCE CERTIFICATION LETTERS REQUIRED BY THE MUNICIPALITY. MIN. SIDE/REAR YARD 5.0 FT. 8.6 FT. NO CHANGE MAX HEIGHT 18.0 FT. 10.5 FT. NO CHANGE TABLE R 301.2 1 ) GROSS FLOOR AREA 2,100 SF. + 12.5% of the lot area 1ST FLOOR= 960 SF. 1ST FLOOR= 1,000 SF. i in excess of 10,000 SF BASEMENT= 960 SF. BASEMENT= 960 SF. �s CLIMATIC �� GEOGRAPHIC DESIGN CRITERIA (SUFFOLK COUNTY) =2,350sF. FRONT STOOP= EXCLUDED FRONT PORTICO= EXCLUDED `T; ' e I6 REAR STOOP= EXCLUDED PROPOSED DECK= EXCLUDED TOTAL= 1,920 SF. TOTAL= 1,960 SF. *NONCONFORMING LOT'S PER 280-124 B. Registered thru 02/26/2026 GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHEILD FLOOD AIR FREEZING MEAN FILE: SNOW DESIGN DESIGN UNDERLAYMENT HAZARD INDEX ANNUAL 23370 LOAD SPEED (MPH) TOPOGRAPHIC SPECIAL WIND WIND-BORNE CATEGORY WEATHERING FROST LINE TERMITE TEMP. REQUIRED TEMP EFFECTS REGION DEBRIS ZONE DEPTH SCALE: AS NOTED DRAWN BY: 30 130 MPH. NO NO ZONE 1 B SEVERE 36" REQUIRED YES 150 YES AS PER 1500 OR LESS 510 RWC EXPOSURE B FIRM SHEET: VENT PIPES TO EXTEND THROUGH ROOF 6"OR ABOVE ANTICIPATED MIN. 3"VENT FROM EVER 1S GREATER PER P3103.1 ENVELOP TO ABOVE 12"INSIDE THERMAL NEW YORK STATE REQUIREMENT ROOF SNOW ACCUMULATION, WHICH I I ROOF AS PER P3103.2 RENOVATED Q RENOVATED BATHROOM #2 � I KITCHEN ROOFING NOTES: THE CONTRACTOR SHALL PROVIDE RECEPTACLES SO THAT NO POINT ALONG THE FLOOR LINE IN ANY WALL SPACE IS MORE THAN SIX FEET(6')MEASURED HORIZONTALLY FROM AN OUTLET IN THAT SPACE. 2„ - (--- FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL,STAINLESS STEEL,ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12 GAGE[0.105 INCH]SHANK WITH A MINIMUM 3/8-INCH DIAMETER HEAD,ASTM F 1667,OF A LENGTH TO PENETRATE THROUGH THE ALL BATH,TOILET,KITCHEN AND GARAGE OUTLETS SHALL BE GROUND-FAULT-INTERRUPTER PROTECTION APPROVED DEVICES. I I I Robert Conway R.A. ROOFING MATERIALS AND A MINIMUM OF 3/4 INCH INTO THE ROOF SHEATHING. WHERE THE ROOF SHEATHING IS LESS THAN 3/4 INCH I I I I I THICK,THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING. PROVIDE WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM WITH AIRFLOW RATES TO COMPLY WITH TABLE M1507.3.3(1)FOR CONTINUOUS OPERATION,USE TABLE M1507.3.3(2) 21 2 2 I 21,I 2 I ASPHALT SHINGLES SHALL HAVE THE(MINIMUM NUMBER OF FASTENERS REQUIRED BY THE MANUFACTURER APPROVED INSTALLATION FOR CONVERSION FACTORS FOR INTERMITTENT OPERATIONS REQUIREMENTS. I I I 6334 Northern Boulevard INSTRUCTIONS,BUT NOT LESS THATN THAN FOUR FASTENERS PER STRIP SHINGLE OR TWO FASTENERS PER INDIVIDUAL SHINGLE.WHERE THE I TOILET LAV. SINK East Norwich, New York 11732 ROOF SLOPE EXCEEDS 21 UNITS VERTICAL IN 12 UNITS HORIZONTAL(21:12),SINGLES SHALL BE INSTALLED IN ACCORDANCE WITH THE THE MINIMUM LOAD FOR UNDERGROUND SERVICE CONDUCTORS AND SERVICE DEVICES THAT SERVE ONE HUNDRED PERCENT(100%)OF I I MANUFACTURES APPROVED INSTALLATION INSTRUCTIONS. THE DWELLING UNIT LOAD SHALL BE COMPUTED IN ACCORDANCE WITH TABLE E3502.2. I DISH ICE BARRIER SHALL BE INSTALLED FOR ASPHALT SHINGLES,METAL ROOF SHINGLES,MINERAL-SURFACE ROLL ROOFING,SLATE,AND WIRING METHODS SHALL BE IN ACCORDANCE WITH TABLE E3701.2. ALLOWABLE APPLICATIONS FOR WIRING METHODS SHALL BE IN FIRST FL SHOWER I I WASHER . SLATE-TYPE SHINGLES,WOOD SHINGLES AND WOOD SHAKES. ACCORDANCE WITH TABLE 3701.4. GENERAL INSTALLATION AND SUPPORT REQUIREMENTS FOR WIRING METHODS SHALL BE IN 5 1 6 . 5 0 9 . 3 8 4 6 P h o n e ACCORDANCE WITH TABLE E3702.1. 3" 2' 2" 2" THE ICE BARRIER SHALL BE'GRACE ICE&WATER SHIELD SELF-ADHERED ROOFING UNDERLAYMENT'BY GRACE OR APPROVED EQUAL. RobertWConWay3@gmail.com INSTALLED PER MANUFACTURES INSTRUCTIONS FINAL SELECTION OF ALL ELECTRICAL LIGHTING FIXTURES TO BE BY OWNER-CONTRACTOR&ELECTRICAL CONTRACTOR TO COORDINATE ALL 2„ 2" RELATED WORK AS PER FIXTURES SELECTED CLEAN 2"TRAP SIZE FOR TUB CLEAN THE ICE BARRIER SHALL EXTEND FROM THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT NOT LESS THAN 24 INCHES INSIDE THE OUT 8 SHOWERS AS PER I OUT EXTERIOR WALL LINE OF THE BUILDING. ANY LIGHTING&ELECTRICAL OUTLET SHOWN ON PLAN IS A PRELIMINARY LAYOUT-ALL LOCATIONS TO BE VERIFIED WITH OWNER IN THE RP3201.7 FIELD-WALK THRU WITH OWNER/ARCHITECT IS REQUIRED r I THE ICE BARRIER SHALL ALSO BE APPLIED NOT LESS THAN 36 INCHES MEASURED ALONG THE ROOF SLOPE FROM THE EAVE EDGE OF THE BUILDING. SMOKE ALARM,HEAT DETECTOR,AND CARBON MONOXIDE ALARM NOTES: RENOVATED PROPOSED DATE ISSUED: I I FLASHING TO BE 0.04 ALUMINUM MIN.UNLESS OTHERWISE NOTED PROVIDE SMOKE ALARMS AND HEAT DETECTORS PER SECTION R314&NFPA 72 BATHROOM #1 LAUNDRY ROOM 10-15-2023-Working Drawings ALL FLASHING AT MASONRY VENEERS TO BE 16 oz COPPER • SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217 2" I I _ 2" --1 10-3-2024-Issued for Permit • HEAT DETECTORS SHALL BE LISTED IN ACCORDANCE WITH UL 521 OR UL 539 F F FLASHING TO EXTEND MIN.8"UNDER SHINGLES AND UP VERTICAL FACE OF BRICK IF APPLICABLE. (AS APPROPRIATE FOR INTENDED APPLICATION) • CARBON MONOXIDE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 2034 PROVIDE COUNTER FLASHING TO LAP OVER STEPPED FLASHING 3 INCH MINIMUM AND TO RUN BETWEEN BRICK AND UP INTERIOR 0 COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217&UL 2034 VERTICAL FACE 1 INCH MINIMUM.IF APPLICABLE 2 I 2 I 2 I I I 12 IN NEW CONSTRUCTION SMOKE ALARMS SHALL BE PROVIDED IN DWELLING UNITS&HEAT DETECTORS SHALL BE PROVIDED IN NEW PROVIDE ALUMINUM EAVE FLASHING AT ALL GUTTER/EAVE CONDITIONS,LAP INTO GUTTER ATTACHED GARAGES. TUB I TOILET LAV. FRESH AIR INTAKE WHERE SKYLIGHTS IN CATHEDRAL.CEILINGS BLOCK THE CONTINUOUS AIR PASSAGE,NOTCH 1 INCH HOLES IN THE CRIPPLE ° ° INDIRECT F - - - EXISTING DWELLINGS UNDERGOING REPAIR,ALTERATION,CHANGE OF OCCUPANCY,ADDITION OR RELOCATION SHALL BE PROVIDED WITH ° I I WASTE RAFTERS ABOVE AND BELOW THE SKYLIGHT TO PROVIDE AN AIR CHANNEL INTO ADJOINING RAFTER BAYS. SMOKE ALARMS AS REQUIRED BY APPENDIX 10F 2020 RESIDENTIAL CODE OF NEW YORK STATE o WASHING CHIMNEYS SHALL EXTEND AT LEAST 2 FEET HIGHER THAN ANY PORTION OF A BUILDING WITHIN 10 FEET,BUT SHALL NOT BE LESS THAN 3 LOCATIONS. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: BASEMENT MACHINE I FEET ABOVE THE HIGHEST POINT WHERE THE CHIMNEY PASSES THROUGH THE ROOF. 1.IN EACH SLEEPING ROOM. 3" 2 2.OUTSIDE OF EACH SEPARATE SLEEPING AREA,IN THE IMMEDIATE VICINITY OF THE BEDROOMS. 2 4"C.l. HOUSE TRAP/N ALL FLUES SERVING WOOD BURNING FIREPLACES SHALL BE PROVIDED WITH A SPARK ARRESTOR PER R1003.9.2 3.ON EACH ADDITIONAL STORY OF THE DWELLING,INCLUDING BASEMENTS AND HABITABLE ATTICS,AND NOT INCLUDING CRAWL SPACES 2., PIT W/STL. COVER AND UNINHABITABLE ATTICS.IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN CLEAN ALL FLUES TO BE PROVIDED WITH A CHIMNEY CAP PER R1003.9 THE ADJACENT LEVELS,A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED OUT 2"TRAP SIZE FOR TUB 8 SHOWERS AS PER THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. RP3201.7 CHIMNEY CLEARANCES-ANY PORTION OF A MASONRY CHIMNEY LOCATED IN THE INTERIOR OF THE BUILDING OR WITHIN THE EXTERIOR 4.SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET HORIZONTALLY FROM THE DOOR OR OPENING OF THE BATHROOM THAT WALL OF THE BUILDING SHALL HAVE A MINIMUM AIRSPACE CLEARANCE TO COMBUSTIBLE OF 2 INCHES. CHIMNEYS LOCATED ENTIRELY CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM REQUIRED BY THIS SECTION. OUTSIDE THE EXTERIOR WALLS OF THE BUILDING,INCLUDING CHIMNEYS THAT PASS THROUGH THE SOFFIT OR CORNICE,SHALL HAVE A 5.ALL LAUNDRY ROOMS/ROOMS CONTAINING CLOTH DRYER MINIMUM AIR SPACE CLARENCE OF 1.INCH. THE AIR SPACE SHALL NOT BE FILLED,EXCEPT TO PROVIDE FIRE BLOCKING IN ACCORDANCE WITH SECTION R1003.19 ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE PLUMBING RISER DIAGRAM INDIVIDUAL DWELLING UNIT. PHYSICAL INTERCONNECTION OF ALARMS SHALL NOT BE REQUIRED WHERE LISTED WIRELESS ALARMS ARE CHIMNEY FIREBLOCKING-ALL SPACES BETWEEN CHIMNEYS AND FLOORS AND CEILINGS THROUGH WHICH CHIMNEYS PASS SHALL BE INSTALLED AND ALL ALARMS SOUND UPON ACTIVATION OF ONE ALARM. FIREBLOCKED WITH NONCOMBUSTIBLE MATERIAL SECURELY FASTENED IN PLACE. THE FIREBLOCKING OF SPACES BETWEEN CHIMNEYS AND WOOD JOISTS,BEAMS OR HEADERS SHALL BE ELF-SUPPORTING OR BE PLACED ON STRIPS OF METAL LATH LAID ACROSS THE SPACE BETWEEN ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING,WITH A BATTERY BACKUP.WIRING SHALL BE PERMANENT COMBUSTIBLE MATERIAL AND THE CHIMNEY. AND WITHOUT A DISCONNECT SWITCH OTHER THAN THOSE REQUIRED FOR OVERCURRENT PROTECTION. NOT TO SCALE CHIMNEY CRICKETS-CHIMNEYS SHALL BE PROVIDED WITH CRICKETS,UNLESS THE CHIMNEY INTERSECT THE RIDGELINE.THE INTERSECTION 915 FIRE CODE OF NEW YORK STATE.CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: OF THE CRICKET AND THE CHIMNEY SHALL BE FLASHED AND COUNTERFLASHED IN THE SAME MANNER AS NORMAL ROOF-CHIMNEY INTERSECTIONS.CRICKETS SHALL BE CONSTRUCTED IN COMPLIANCE WITH FIGURE R1003.20 AND TABLE 1003.20. CARBON MONOXIDE ALARMS IN DWELLING UNITS SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA 10 FT OF THE ENTRANCE FACTORY-BUILT FIREPLACES SHALL BE:LISTED AND LABELED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE CONDITIONS OF THE TO THE SLEEPING AREA,AND AT A MIN.ON EVERY STORY THAT CONTAINS A CARBON MONOXIDE SOURCE. LISTING. FACTORY-BUILT FIREPLACES SHALL BE TESTED IN ACCORDANCE WITH UL 127 CARBON MONOXIDE DETECTORS SHALL BE INSTALLED AT EVERY LOCATION SPECIFIED BY CODE PLUS ANY ADDITIONAL LOCATION REQUIRED BY THE MANUFACTURE OF THE CARBON MONOXIDE DETECTION DEVICE.ALL CARBON MONOXIDE DETECTORS SHALL BE INSTALLED IN PLUMBING NOTES: LOCATIONS THATAVOIDS DEAD AIR SPACES,TURBULENT AIR SPACES,FRESH AIR RETURNS,OPEN WINDOWS,HVAC DUCTS,CLOSED DOORS, AND OTHER SUCH OBSTRUCTIONS THAT COULD PREVENT CARBON MONOXIDE FROM REACHING THE DETECTOR. 1.ALL WORK TO BE DONE BY A PLUMBER LICENSED IN THE LOCAL MUNICIPALITY. 2.ALL PLUMBING WORK SHALL CONFORM TO THE STANDARDS OF THE 2020 BUILDING CODE OF NEW YORK STATE,THE 2020 PLUMBING MISCELLANEOUS: CODE OF NEW YORK STATE,2020 FUEL GAS CODE OF NEW YORK STATE AND ALL OTHER LOCAL CODES,ORDINANCES AND AGENCIES TABLE P3201.7 HAVING JURISDICTION AND TO THE STANDARDS OF THE LOCAL COUNTIES HEALTH DEPARTMENT, 3.THE PLUMBER SHALL PAY FOR AND OBTAIN ALL PERMITS,INSPECTIONS,ETC.RELATED TO HIS WORK UNDER THIS APPLICATION,AS PROVIDE METAL DRIP FLASHING OVER ALL WINDOWS AND DOORS AS REQUIRED. SIZE OF TRAPS FOR PLUMBING FlxruREs PLUMBING FIXTURES TRAP SIZE REQUIRED FOR THE COMPLETION OF HIS WORK. MINIMUM 4.THE PLUMBER SHALL REMOVE ALL UNUSED AND UNNECESSARY PIPING AND SHALL PROVIDE NEW AS SHOWN ON PLANS. PROVIDE CAULKING AT ALL WOOD AND METALJOINTS,AND ALL DOORS&WINDOWS. (INCHES) 5.ALL PIPING IS TO BE CONCEALED IN WALLS,SOFFITS,OR HUNG CEILINGS AND SHALL NOT BE EXPOSED TO VIEW,UNLESS SO NOTED. BATHTUB(WITH OR WITHOUT SHOWER 1 6.PLUMBER SHALL PERFORM ALL WORK AS REQUIRED TO PROVIDE A COMPLETE SYSTEM THAT COMPLIES WITH ALL APPLICABLE CODES. PROVIDE AND INSTALL 5/8"GYPSUM BOARD(MINIMUM),(TYPE"X"AS NOTED),TYPICAL ALL WALLS AND CEILINGS,UNLESS OTHERWISE HEAD AND/OR WHIRLPOOL ATTACHMENT) EXISTING PIPING SHALL BE MODIFIED AS REQUIRED. NOTED. ALL GYPSUM BOARD SHALL BE TAPED AND SPACKLED(3 COATS). 1 15"MIN. 15"MIN. BIDET 1 Y 7.WATER DISTRIBUTION SYSTEM TO BE COPPER TUBING OR APPROVED EQUAL THROUGHOUT. (-+ I- CLOTHES WASHER STANDPIPE 2 PROVIDE AND INSTALL 5/8"GYPSUM BOARD TYPE'X'OR APPROVED EQUAL"FIRE CODE"GYPSUM BOARD MINIMUM 3/4 HOUR RATED DISHWASHER ON SEPARATE TRAP 1}� DRILLING AND NOTCHING OF EXTERIOR WALLS AND BEARING PARTITIONS SHALL COMPLY WITH SECTION R602.6.DRILLING AND NOTCHING ( I ? TOP PLATES FLOOR DRAIN z GARAGE AND OVER BOILER ROOM EQUIPMENT AND WALLS ADJACENT TO HABITABLE SPACE AS REQUIRED BY STATE AND LOCAL BUILDINGG KITCHEN SINK(ONE&TWO TRAPS,WITH OR 1 Y OF TOP PLATE SHALL COMPLY WITH SECTION R602.6.1. CODES. O WITHOUT DISHWATER&WASTE DISPOSAL) NO STUD SHALL BE CUT TO RECEIVE PIPING LARGER THAN 1-1/2"IN DIAMETER. IF THE RUNNING OF PIPES REQUIRES THE CUTTING OF N�j LAUNDRY TUB 1 OR MORE COMPARTMENTS 1 PLATES,PROPER PROVISION SHALL BE MADE FOR TYING TOGETHER AND SUPPORTING ALL STRUCTURAL MEMBERS AFFECTED BY SUCH THE GENERAL CONTRACTOR IS TO PROVIDE AND ALLOW FOR NEW FLOOR FINISHES THROUGHOUT. TUB STUD LAVATORY 1 Y SHOWER(BASED ON TOTAL FLOW RATE CUTTING. BORED HOLE MAX. DIAMETER 40 THROUGH SHOWERHEADS& THE CUTTING OF ANY 2X JOISTS TO FACILITATE THE INSTALLATION OF PIPING WILL ONLY BE PERMITTED WITH THE FOLLOWING LIMITATIONS: THE CONTRACTOR MUST ALLOW AND PROVIDE FOR ALL NEW PLUMBING(GAS,WATER,ETC.),PIPING AND/OR REPIPING AND EQUIPMENT AS JO"MIN. 2/"MIN PERCENT OF STUD DEPTH flow BOD�Se RAYS) MAY BE REQUIRED. CLEARANCE 518 IN. MIN, TO EDGE THE TOP AND BOTTOM EDGES OF JOISTS MAY BE NOTCHED NOT TO EXCEED 2",EXCEPT THAT THE NOTCHING OF TOP OR BOTTOM EDGE OF mo gpm and less 11 more that 5.7 gpm up to 12.3 gpm 2 a JOIST IN THE MIDDLE THIRD OF ITS SPANmore thn 12.3 gpm up to 25.8 gpm 3 WILL NOT BE PERMITTED. PROVIDE ACCESS TO ATTIC/CRAWL SPACE AREAS BY MEANS OF 24"X18"REMOVABLE PANELS IN CLOSET CEILINGS,OR AS INDICATED ON more than 25.8 gpm up to 55.6 gpm 4 IF CUTTING OF A FLOOR JOIST MORE THAN 2"IS FOUND NECESSARY,A HEADER THE FULL DEPTH OF THE BEAM SHALL BE CUT IN TO SUPPORT DRAWINGS. TUB 5/8 IN. MIN. TO EDGE THE END OF THE JOISTS. 24 MIN. CLEARANCE IN PROVIDE NEW FULL CAVITY INSULATION IN ACCORDANCE WITH THE 2020 NEW YORK STATE ENERGY CONSERVATION CODE REQUIREMENTS FRONT OF OPENING ALL PLUMBING FIXTURES SHALL BE INSTALLED WHERE PIPES MUST PASS THROUGH JOISTS,HOLES SHALL BE D2ILLED TO RECEIVE THE PIPES.THE DIAMETER OF SUCH HOLES SHALL NOT BE AT ALL EXISTING EXTERIOR WALLS AND ROOF ENVELOPE AREAS EXPOSED DURING NEW CONSTRUCTION. NOTCH MUST NOT EXCEED 25 WITH CLEARANCES IN ACCORDANCE WITH MORE THAN 1/2"GREATER THAN THE OUTSIDE DIAMETER OF THE PIPE.ALL DRILLING OF HOLES SHOULD BE THROUGH THE NEUTRAL AXIS OR PERCENT OF STUD DEPTH SECTION 307,FIGURE R307.2 OF THE 2020 CENTERLINE OF BEAM WHERE POSSIBLE. WINDOWS: SHOWER WATER CLOSETS RESIDENTIAL CODE OF NEW YORK STATE BORED HOLES SHALL NOT BE IF HOLE/S BETWEEN 40 PERCENT AND 60 O ��� THE MAXIMUM WATER CONSUMPTION FLOW RATES AND QUANTITIES FOR ALL PLUMBING FIXTURES AND FIXTURE FITTINGS SHALL BE IN LOCATED IN THE SAME CROSS PERCENT O STUD DEPTH, THEN STUD ALL WINDOWS AND DOORS TO BE PROVIDED WITH A HEADER AS FOLLOWS UNLESS OTHERWISE NOTED ON PLANS: SECTION OF cur OR NOTCH/N MUST BE DOUBLE AND NO MORE THAN ACCORDANCE WITH TABLE P2903.2. TWO SUCCESSIVE STUDS ARE DOUBLED UP TO 4'-0"TO BE PROVIDED WITH(2)2x8 HEADERS; STUD PLUMBING SPECIFICATIONS: UP TO 8'-0"OPENINGS SHALL BE PROVIDED WITH 2 2x12 AND SO BORED WATER SUPPLY PIPE-COPPER ASTM B42 E S I D N BATHTUBS WITH SHOWER HEADS AND SHOWER COMPARTMENT FLOORS AND WALLS SHALL BE FINISHED WITH ANON-ABSORBENT SURFACE ( ) ( ) EXTENDING TO A HEIGHT OF NOT LESS THAN SIX FEET(6')ABOVE THE FLOOR. 14"MIN. ,r-- 4"MIN. I ,r-- 4"MIN. 2"MIN. WATER DISTRIBUTION PIPE-PEX(ASTMF877) CE GENERAL CONTRACTOR TO VERIFY ALL WINDOW AND DOOR TYPES,SIZES,COLOR ETC.W/OWNER PRIOR TO ORDERING -�I WALL NOTCHING HOLE LIMITS , PIPE FITTINGS PEX(ASTM F877) - - SHOWERS AND TUB/SHOWER COMBINATIONS SHALL BE EQUIPPED WITH CONTROL VALVES OF THE PRESSURE BALANCE,THE THERMOSTATIC MIXING OR THE COMBINATION PRESSURE BALANCE/THERMOSTATIC MIXING VALVE TYPES WITH HIGH LIMIT STOPS. HAZARDOUS GLAZING SHALL COMPLY WITH R308.1&MEET THE CRITERIA FOR CATEGORY 11 AS INDICATED IN 2020 RCNYS 308.4 ALL POTABLE WATER OPENINGS AND,OUTLETS SHALL BE PROTECTED BY AN AIR GAP,ATMOSPHERIC-TYPE VACUUM BREAKER,PRESSURE TYPE ALL WINDOWS&DOORS TO BE BY'WEATHER SHIELD'. MUNTIN BARS AS PER ELEVATIONS.4-9/16"JAMBS. FINISHES AS SELECTED -TUB - WASTE PIPE-PVC SDR35 2450 Cedar Drive Southold, New York 11971 VACUUM BREAKER OR HOSE CONNECTION BACKFLOW PREVENTER. BY OWNER. HARDWARE AS SELECTED BY OWNER. NEW WINDOW IN EXISTING 2X4 WALL CONSTRUCTION TO HAVE 4 9/16"JAMBS. WC NOT TO SCALE SEPARATE BRANCH SHUT-OFF VALVES WILL BE PROVIDED FOR EACH BATHROOM AND KITCHEN,EACH FIXTURE TO BE PROVIDED WITH CLEARANCE GENERAL CONTRACTOR TO FIELD VERIFY TO INSURE PROPER JAMB SIZES PRIOR TO PLACING ORDER. CL MIN NOT 1000-077.00-02.00-015.000 SEPARATE SHUT-OFF VALVES. PSPN516Z ALL BEDROOM WINDOWS MEET EGRESS REQUIREMENTS AND CONFORM TO R310.1.1.SUCH OPENING SHALL NOT IMPEDE EGRESS ALL CONNECTIONS TO THE POTABLE WATER SHALL CONFORM TO SECTIONS P2902.4.1 THROUGH P2902.4.5. IN AN EMERGENCY,SHALL HAVE A MIN. AREA OF (5.7)SF.,WITH A MIN.DIMENSION OF 20"WIDTH/24"HEIGHT WITH BOTTOM OF LAVATORIES RPS28 s MSTC52 OPENING NO HIGHER THAN 3'-6"ABOVE FINISHED FLOOR. ,;e; ..,. WOOD FRAMED STRUCTURAL MEMBERS SHALL NOT BE DRILLED,NOTCHED OR ALTERED IN ANY MANNER EXCEPT AS PROVIDED IN SECTION R606.6. ANY WINDOW WITH A INTERIOR SILL HEIGHT OF 24"OR LESS,AND EXTERIOR SILL HEIGHT GREATER THAN 72"SHALL BE A SOIL OR WASTE PIPE,OR BUILDING DRAIN PASSING UNDER A FOOTING OR THROUGH A FOUNDATION WALL SHALL BE PROVIDED WITH A EQUIPMENT WITH A OPENING CONTROL DEVICE COMPLYING WITH R312.2 When a registered design RELIEVING ARCH;OR THERE SHALL BE BUILT INTO THE MASONRY WALL A PIPE SLEEVE TWO PIPE SIZES GREATER THAN THE PIPE PASSING ALL SHOWER DOORS AND OTHER GLASS LESS THAN 18"A.F.F.TO BE TEMPERED(MIN.3/16"THICKNESS). professional has stamped and THROUGH. signed this page (blue ink), they PIPING SHALL BE INSTALLED IN TRENCHES SO THAT THE PIPING RESTS ON SOLID AND CONTINUOUS BEARING. are attesting that to the best of DRAIN,WASTE AND VENT PIPING AND FITTING MATERIALS SHALL COMPLY WITH TABLE P3002.1. CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION MAX. D FROM SUPPORT his/her knowledge, belief, and professional judgement, such SYSTEM AIRFLOW RATE REQUIREMENTS (�( L WATER OR plans and/or specifications are BUILDING SEWER PIPING AND FITTING MATERIALS SHALL COMPLY WITH TABLE P3002.2. TABLE M 1507.3.3 1 I�l L/3 VENT PIPE ( ) in compliance with the latest THE WATER SUPPLY FOR DISHWASHERS SHALL BE PROTECTED BY AN AIR GAP OR INTEGRAL BACK-FLOW PREVENTER. ID L/3 NO NOTCHESNew York State Building Code. T THE DISCHARGE FROM CLOTHES WASHING MACHINES SHALL BE THROUGH AN AIR BREAK. D/3 MAX. E16 MAX. PERMITTED NUMBER OF BEDROOMS © Copyright 2024 THE ENTIRE PLUMBING SYSTEM SHALL BE TESTED IN ACCORDANCE WITH SECTION P2503 OF THE CODE. DWELLING UNIT D16 MAX. ILI a ALL PLUMBING FIXTURES FIXTURES SHALL BE INSTALLED WITH CLEARANCES IN ACCORDANCE WITH SECTION 307,FIGURE R307.2 OF THE FLOOR AREA 0-1 2-3 4-6 6-7 >7 NSJ ssJ.S a CODE. INDICATE SPACING BETWEEN PLUMBING FIXTURES AS PER FIGURE R307.2&NON-ABSORBENT SURFACE AT TUB&SHOWER As PER (SQUARE FEET) RAFTER CEILING JOISTS (802.6) c FLOOR JOIST - CENTER CUTS SECTION R307.2. AIR FLOW IN CFM cc) \,\T� /� BOILER ROOM NOTES: � � I° y N �. < 1,500 30 45 60 75 90 0 o C r y 1.PROVIDE A MINIMUM OF 18"CLEARANCE AROUND BOILER. 0 2.NO GAS OR ELECTRIC METER IN(BOILER ROOM. o ° ¢ 6 �- 3.BOILER TO BE ON CONCRETE BASE. 1,501-3,000 45 60 75 90 105 0 Ns1 4.CEILING OVER BOILER ROOM TO BE MINIMUM ONE 1/2 HOUR RATED. w HSS2- S S1. 5.BOILER ROOM DOOR TO BE 3/4 IHR.FPSC. 3,001-4,500 60 75 90 105 120 g / 6.NO STORAGE IN BOILER ROOM. D/3 MAX. m SUPPLY S . ALL HEATING,VENTILATING AND AIR CONDITIONING SYSTEMS AND WORK SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS 13 4 r501-6,000 75 90 105 120 135 D14 MAX. v LINES •M �\1 04no1 THROUGH 24 OF THE RESIDENTIAL CODE OF NEW YORK STATE. ALL LOCAL RULES AND REGULATIONS AND AS SPECIFIED BY THE LATEST 00 • ('C"P' EDITION OF THE NATIONAL FIRE PROTECTION ASSOCIATION. 6,001- ],SOD 90 105 120 135 150 -1- �D "" HSS2-3-SDs1.s ALL MECHANICAL SYSTEMS,EQUIPMENT,APPLIANCES,ETC.MUST BE LISTED AND LABELED AND INSTALLED IN ACCORDANCE WITH THE PIPE OR NS1-► Registered thru 02/26/2026 CONDUIT D14 MAX. �� ELECTRICAL ;e MAN UFACTURER'SSPECIFICATIONS,(LISTING/LABELANDTHE CODE.. >7,500 105 120 135 150 165 2/N. MIN. FROM O 1 WIRING FILE: TOP AND BOTTOM D(ACTUAL DEPTH) NSI o •�� ALL FUEL,GAS SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDINGS SHALL BE EQUIPPED WITH A FLAME SAFEGUARD DEVICE,WHICH WILL OF JOIST o 23370 SHUT OFF THE FUEL SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT LIGHT IS EXTINGUISHED. FLOOR JOIST - END CUTS PSPNSJSZ LOAD BEARING WALL R (with HVAC Chase) M'STC52 SCALE ALL EQUIPMENT SHALL PERFORM IN ACCORDANCE WITH TABLE N1103.1 OF THE CODE. INTERMITTENT WHOLE-HOUSE MECHANICAL VENTILATION RATE FACTORS \PSPN582 �°"' AS NOTED ALL HVAC PIPING SHALL BE INSULATED IN ACCORDANCE WITH TABLE N1103.5. TABLE M 1507.3.3(2) RPS28Z DRAWN BY: DOMESTIC HOT WATER HEATING EQIJIPMENTSHALL BE SUBJECTTO THE MINIMUM FEDERAL STANDARDS AS PER TABLE N1104.1 AND N1104.2 AS APPLICABLE. IR1NC ELECTRICAL NOTES: 4 HOUR SEGEGMENTNT RUNTIME E 25% 33% 50% 66% 75% 100% JOIST NOTCHING & HOLE LIMITS Plumbing, Electrical & HVAC Protection Guards SHEET: PROVIDE MECHANICAL VENTILATION FOR BATHROOM AS PER 13303.4. AND FOR RANGE HOODS AS PER M1503.WHERE SYSTEMS REQUIREMENTS EXCEED CFM THRESHOLD PER CODE,MAKE UP AIR IS TO BE PROVIDED THROUGH WHOLE HOUSE VENTILATION SYSTEM. FACTOR 4 3 2 1.5 1.3 1.0 NOT TO SCALE NOT TO SCALE GN =2 STRAPPING CAN BE INSTALLED DIRECTLY TO ROUGH FRAMING OR OVER PLYWOOD SHEATHING. SHEARWALL DETAIL (TYPICAL) NAILING & STRAPPING @ EXTERIOR STR-AP P 1,NG___DETA1_LS CONTRACTOR TO CONTACT LOCAL BUILDING DEPT. FOR REQUIRED STRAPPING INSPECTION. WINDOWS DOOR HEADERS HIP RAFTER PORCH / DECK STRAPPING DETAILS RAT/o LIMITS=H/L <31/2 PL YWOOD NOT SHOWN FOR CLARITY S/MPSONSTRONG-TIE SOLID BLOCKING@ SEAMS NAILING SCHEDULE 'B' • cszo'colt STRAP OVER EVERY RAFTER SIMPSON STRONG-TIE � ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS O (3)80 NAILS � ` 'HCP2'(SINGLEINGLE HIP RAFTER) Robert Conwa R.A. 63J 8D NAILS HCP4'(DOUBLE HIP RAFTER) Y • I ; ° o Notation ° (5)8D x 1-112"NAILS p = Rough A B C D E F A —RIDGE TO RAFTER —SIMPSON STRONG-TIE PL YWOOD SHEATHING 8D O p e n i n g 6334 Northern Boulevard ADJUSTABLE I BOARD ° ° COMMON NAILS @ 6"0.C. HANGER ° o o; -ABA46(4 X6"POST) EDGE 6 FIELD. 2'_01 7 1 2x4 1 1 1 1 A East Norwich, New York 11732 -A8444 (4 X4"POST) ( ) D —•— ROOF ROOF ROOF (2)8D x 1-1/2"NAILS ° I -AB466(6 X6"POST) 3'-0" 7 (1) 2x4 2 2 1 2 RAFTER RAFTER \, ° TO PLATES PLATE N \, 4-0" 7 (1) 2x4 2 2 2 2 516 . 509. 3846 Phone HOLD DOWN SEE DETAILS c RobertWConway3@gmail.com SIMPSON STRONG-TIE THIS SHEET 5'_0° 7 (1) 2x43 2 2 2 H2A AT EACH RAFTER Q TYPICAL POST BASE L \' (5)8D x I-1/Z"NAILS r CONNECTION DETAIL 6'-0" 7 (1) 2x4 3 2 3 2 B RAFTER TO RAFTER ROOF RAFTER TO PLATE HIP RAFTER TO T-0" 7 (2) 2x4 or (1) 2x6 4 3 3 3 E S8-0" 7 (2) 2x4 or (1) 2x6 4 3 4 3 S 1 2'XLEDGERFASTENED NOTE: DATE ISSUED: CONNECTION DETAIL 2 TO WALL STUD DETAIL DETAIL TO WALL STRUCTURE II ___--_— _------- __---_.-WALL--STUD-- ------ -_.— S3PLATE 1. SHEATHING AS PART OF SHEARWALL SEGMENT WHERE NOTED ON FLOOR - (2) 2x4 or(1) 2x6 5 3 4 3 A _ _ 9 0 7 10-15 2023 Working Drawings Z JOIST HANGER PLAN, SHALL BE CONTINUOUS FROM SILL TO TOP PLATE OR ADEQUATELY 10'-0" 7 (2) 2x6 5 4 5 4 F z (5)8D NAILS 'SIMPSON'H2.5 A SEE RAFTER TO BEAM TO BLOCKED AT JOINTS. ,. „ 10-3-2024-Issued for Permit POST STRAPPING DETAIL 2. HOLD DOWNS REQUIRED AT ALL CORNERS OF STRUCTURE SEE DETAILS 11 0 7 (2) 2x6 6 4 5 4 / HIP/VALLEY (S5) THIS SHEET. 12'-0" 7 (2) 2x6 6 5 6 5 ® RAFTER 3. REFER TO NAILING AND STRAPPING DETAILS THIS SHEET TO FOR A O RAFTER 'S/MPSON'L70 CONTINUOUS LOAD PATH. Notations F_ ( I O SIMPSON STRONG-TIE— N MODEL 'HRCl.BI" \\ ° u BEAM 1j JOIST HANGER A. NUMBER OF 8D NAILS AT EACH END OF STRAPPINGS U. ° ° \ COMMON ° u BLOCKING AT E N DWALL B. NUMBER OF SILL STUDS ON THE FLAT (DOES NOT APPLY TO DOORS) NOTE: O RAF/TER °° V \�� ', RAFTER ° 2'k IEDGERFASTENED C. NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF HEADER TO WALL STRUCTURE °° HIP ( ° \\ ° i D. NUMBER OF 16D NAILS END-NAILED THROUGH ADJACENT KING STUD ALL STRAPPING TO BE 1 1/4" x 20 0 RAFTER I ° ' \�,\ PORCH RAFTER RIDGE TO END OF HEADER AT EACH SIDE GAUGE STEEL OR SIMPSON �io�F a (s)SD NAILS \ ` E. NUMBER OF JACK STUDS AT EA.END OF HEADERS (ASSUME DBL HEADER) EQUIVALENT- CS20 (COILED STRAP) SIMPSON S TRONG-TIE CONNECTION BLOCKING 2 BAYS F. NUMBER OF 16D NAILS END-NAILED THROUGH ADJACENT JACK STUDS (ALL STRAPPING SHALL BE INSTALLED CS20'COIL STRAP o ASSEMBLY DETAIL BACK @48"O.C• ( ) PRIOR TO SHEATHING. OVER EVERY STUD ° TO END OF SILL(S) AT EACH SIDE DOES NOT APPLY TO DOORS ) 0 (8)80 NAILS ATTIC HIP RAFTER TO PORCH ROOF RAFTER COMMON RAFTER TO (3)8oCROOF AM J S 4, — (3)8D COMMON NA/LSAT Q S P L I C I N G O F TOP PLATES RIDGE DETAIL TO BEAM TO POST DETAIL - HIPNALLEY RAFTER DTL. EACH END OF STRAP WRAP CS20 STRAP CONTINUOUS FROM PORCH BM. OVER ROOF BM. TOP PLATE tE BACK DOWN TO PORCH FIRST 8 SECOND FL. SPLICE LENGTH N (4)8D NAILS IF CRIPPLE STUDS ARE UTILIZED BM. AS SHOWN TOP PLATE SPLICE REQUIREMENTS J (8)8D NAILS SECOND FLR. OVER HEADER, THEN PROVIDE END J •. ONE CSIB STRAP FROM TOP BuildingNumber of 16d common nails LENGTH PLATE TO CRIPPLE STUD 8 FROM Q CUT ER CRIPPLE STUD TO HEADER LOAD-BEAR'G HOLLOW 1,2,3 SIMPSON STRONG-TIE LENGTH �EP� FIBERGLASS COLUMN Dimension (ft.) per each side of splice 'CSZO'COIL STRAP (8)80 NAILS s• OVER EVERY STUD o BLOCKING 2 BAYS 12'-0" 5 Wti 2 •. (8)8D NAILS 0 LENGTH (8)80 NAILS BACK 48"O.c. 16 0 6 CUT EXCEPTION: '_ " -� EACH H ND OF AT WHEN AN ATTIC FLOOR OR CEILING DIAPHRAGM IS USED TO BRACE „ w Q SIMPSON STRONG-TIE EACH END OF STRAP 20_O �•, CLEAR 'CS/8'COIL STRAP OVER THE GABLE ENDWALL OR WHEN A HIP ROOF SYSTEM IS USED a SPAN EVERY JACK 8 KING STUD Z _ PORCH GIRDER „ - Z POST TO BEAM BLOCKING IS NOT REQUIRED. 24-0 10 S/MPSONSTRONG-T/E W II STRAPPING SIMPSON HZ.5 28'-0" 11 A 'CS20'COIL STRAP o LL OVER EVERY STUD INSTALL 'SIMPSON'CMSTI6 FOR POST FIRST FLOOR NY NAIL SPACING FOR SHEATHING 32'-0" 13 /1 /6 FT WIDE SLIDING DOOR z POST BASE (8)80 NAILS PROVIDE STRAP FOR ' ° 1. Tabulated splice t0 late to to late Q EACH JACK STUD 36 -0 14 p p p p p WHEN MULTIPLE JACK LENGTH STUDS ARE REQUIRED @ PRESSURE ZONES 40'-0" 16 2-16d nails Is shall not have more than (8)8D NAILS-- (8)80 NAILS " O •• CONCRETE PIER p C', 50'-0" 20 2. Tabulated splice assume a building g ° ° Jos 60'-0" 24 located in Exposure B or C. J HOLLOW PORCH ZONE 1 ZONE 2 ZONE 3 ZONE 4(8)8ONAILE 3. To plates shall be a minimum of stud J COLUMN TO DECK FIELD 8" O.C. 12" O.C. 3" O.C. 4" O.C. 70,-011 28 grade material. Q GABLE STUD WALL FIRST FLOOR TO SECOND JACK STUD AT ASSEMBLY DETAIL 80-0 32 S7TO WALL STUD DTL. � S $ S 9 PANEL EDGES 4" O.C. 6" O.C. 3" O.C. 3" O.C. S ---- - _ - --- -  - _ - FLOOR WALL STUD DETAIL HEADER OPENING ROOF BEAM --' �JLA7 .JL 'I � I 1 I 1 9 - - PORCH ROOF RAFTER TO v BEAM TOPOST STRAPPING(S5J 0 0 0 001 0 0 Q 3 o MULTIPLE PIECE BEAMS CONWAY J (8)80 NAILS O O O SIMPSON STRONG-TIE RESIDENCE O O 'CS20'COIL STRAP SIMPSON STRONG-TIE I / Q I� OVER EVERY STUD 'CS20'COIL STRAP °,/(8)80 NAILS SIMPSON STRONG-TIE SOLID WOOD POST INSIDE CONNECTION OF MULTIPLE PIECES OF TOP-LOADED BEAMS (1) —�— r ° CS20'COIL STRAP OVER EVERY STUD o ° HOLLOW COLUMN A A 2450 Cedar Drive W OVER EVERY STUD h Q 0 0 0 (D0 O4 0 00 0 0 13/" Width Pieces: Southold, New York 11971 Cz (8)80 NAILS - - • MINIMUM OF 3 ROWS 10d (3" X 0.128") NAILS AT 12" O.C. LOAD-BEAR'G HOLLOW RIM Jorsr ( FIBERGLASS COLUMN (� Q • MINIMUM OF 4 ROWS 10d 3" X 0.128") NAILS AT 12" O.C. FOR 14„ 1000-077.00-02.00-015.000 BLOCKING 1 LOAD MUST BE APPLIED EVENLY ACROSS Z (8)8D NAILS (2)80 NAILS p1E F Q Q AND DEEPER BEAMS ENTIRE BEAM WIDTH. OTHERWISE, USE (2)8DNAILS �o J015 POST BASE INSIDE HOLLOW 11� • IF USING 12d (3/4 ) OR LARGER NAILS,THE NUMBER OF NAILING ROWS p� T kt) / a 3 r 3 R 3 4 sCONNECTIONS FOR SIDE-LOADED BEAMS. ^ WRAP UNDER DOoBleS1�L (5)BD NAILS o �o's� RI� E. COLUMN( EE DTLJ O O O O 0 � MAY BE REDUCED BY ONE. 1�1. SILL PLATE WRAPLA°ER / SIMPSON'H2.5 A o°uae o- (8)80 NAILS GABLE ROOFS HIP ROOFS ADDITIONAL NAILING OR BOLTING MAY a o TOP PLATE ' ° ° NOTE: 3%" Width Pieces: BE REQUIRED WITH SIDE-LOADED When a registered design A/ —sue O�� • JOIST HANGER 1 „ „ g g F CONCRETE FOUNDATION A=4 FEET IN ALL CASES NAILING REQUIREMENTS ARE FOR 120-MPH 3- SEC • MINIMUM OF 2 ROWS / BOLTS AT 24 O.C. STAGGERED MULTIPLE-MEMBER BEAMS. REFER TO (5)SD x I-I/2"NAILS ,e professional has stamped and 111I11 II��II SIMPSON' OIL STRAP STRONG-TIE PEAK GUST. SPACING IS BASED ON 1/2" SHEATHING & 8D COMMON NAILS CURRENT PRODUCT LITERATURE. signed this page (blue ink), they N WALL STUD — OVER EVERY STUD are attestingthat to the best of I \(8)8D x 1-//2"NAILS 1 lil -- - his/her knowledge, belief, and 0Y I \ (8)8D NAILS • (8)8D NAILS professional judgement, such o ii►III ' SOLID POST PORCH ANCHOR BOLT SPECIFICATION TYPICAL EXT• PARTITION TYPICAL EXT, in compllianrcspecifications e with the late t 0 Wall Stud to SWall Stud to Sill Plate S12 Cantilevered Wall Stud COLUMN TO FOUND'N New York State Building Code. J S 10 F.im Joist Detail at Garage Wall to Rim to To Plate Detail TYPICAL TYPICAL LL ASSEMBLY DTL. SPACING CORNERS INTERSECTION DETAIL CORNER POST © copyright 2024 44"0.C. 6"MIN. BEAM TO✓o/sr 12"max. FILLER BLOCK U) STRAPPING INSTRUCTIONS / STRAPPING SIMPSON H2.5 f/r (HOT-D/PPED GAL 1. ALL STRAPPING TO BE 1-1/4"WIDE 20 GA.STEEL / ONE 16d Q OR'SIMPSON'EQUIVALENT CS20 COILED STRAP (4)8D NAILS C SEE DECK LEDGER TO FILLER ( ) DECK JOIST DETAIL, SAME SHT.FOR • • Note: Required UNLESS NOTED OTHERWISE. ATTACHMENT TO HOUSE TWO 16d BLOCK THREE 16d W SOLID CORNER POST where note on plans 2. USE STAINLESS STEEL STRAPS&FASTENERS OR ` TO FILLER E Q Q SOLID CORNER POST HOT-DIPPED GALVENIZED WHEN IN CONTACT WITH •., a • • ; < BLOCK PRESSURE TREATED LUMBER. Z 3. INSTALL STRAPPING FOR ALL NEW (4)80 NAILS PORCH GIRDER } 16d 0 'SIMPSON'HDU8-SDS2.5 e CONSTRUCTION.AND WHERE NOTED ON PLANS - PLAN STAGGERED POST TO BEAM STRAPPING • 4. INSTALL STRAPPING FOR EACH OF THE 12" O.C. 'SIMPSON'HDU8-SDS2.5 7/8"D/A. THREADED ROD 2-16D COMMON NAILS HOLDOIN,V @ 6" POST TO SPACERSIMPSON VERTICAL ° U LENGTH OF STUD -RAFTER TO RAFTER OVER RIDGE POST BASE STUD Registered thru 02/26/2026 W w -RAFTER TO PLATE TO STUD 3"SO. x 5/16"WASHERS STAGGERED Z ] BLOCKING @ ENDWALL Z -HIP RAFTER TO PLATE TO STUD 8 END NUT SETUP o ~ 0 0 -COMMON RAFTER TO HIPNALLEY RAFTER Z SECOND FLOOR g -END WALL STUDS TO WALL STUDS FILE: WALL THREE 16d O DOUBLE SILL PLATE _ 23370 -HEADER TO JACK STUD Fill Void with STUD 10d TOE- TO FILLER (SINGLE FOR SLAB ON , _ 7/8"PIA. THREAED ROD U -JACK STUD TO RIM JOIST —CONCRETE PIER GRADE APPL/CATIONS) Rigid Insulation , BLOCK SCALE: U EMBEDDED 12"INTO w • ' . 7"EMBEDMENT INTO T NAILED Prior to Sheath'g RIM JOIST CONCRETE W/ 'SIMPSON 1 l � TO SOLE-WALL STUD TO RIM JOIST ,a •.'. CONCRETE FOUNDArroN ° e AS NOTED Z SET'ADHESIVE Z) -CANTILEVERED STUD TO WALL BELOW 518"DIA. ANCHOR 15"EMBEDMENT INTO -RIM JOIST TO SILL PLATE BOLTS(TYP.) , ••' BLOCK FOUNDATIONS SHOE IF FOOTING OCCURS O INSTALL (2)#4 DOWELS DRAWN BY: :9 •. RWC �- -RAFTER TO LEDGER WITH JOIST HANGER .•� 9Yli 0 'S/MPSON'HDU8-SDS2.5 ° FIRST FLOOR z = w -RAFTER TO BEAM TO POST POURED ' O 0 -BEAM TO POST TO FLOOR BEAM FCONCRETEOUNDATION ° SHOE CONNECTION HOLDDOWN CONNECTION CL 2 -FLOOR BEAM (FOOTING) DECK STRAPPING SHEET: HOLDDOWN CO POST TO PIER(FOOTING) WALL 0H - H2 --- - `—----------- U -JOISTS TO BEAM FOR FIRST FLOOR TO FOUNDATION WALL CONNECTION FOR FIRST FLOOR TO SECOND FLOOR CONNECTION ASSEMBLY DETAIL---- __--- = SECTION DESIGN LOAD INFORMATION: MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE TABLE R402.2 NAILING SCHEDULE 2020 ENERGY CONSERVATION CONSTRUCTION CODE COMPLIANCE STATEMENT: TABLE 301.5 NUMBER OF NUMBER OF DESCRIPTION OF BUILDING ELEMENTS COMMON NAILS BOX NAILS NAIL SPACING THE PROPOSED BUILDING REPRESENTED IN THIS DOCUMENT IS CONSISTENT WITH THE BUILDING PLANS,SPECIFICATIONS,AND GROUND SNOW LOAD SEE CLIMATIC DATA GN-1 MINIMUMSPECIFIED COMPRESSIVE STRENGTH F ( ) ROOF FRAMING GTH OTHER CALCULATIONS SUBMITTED WITH THIS PERMIT APPLICATION. THE PROPOSED SYSTEMS HAVE BEEN DESIGNED TO MEET THE 2020 ENERGY CONSERVATION CODE REQUIREMENTS.SEE RES CHECK COMPLIANCE REPORT 3 SECOND DESIGN WIND GUST SPEED SEE CLIMATIC DATA GN-1 WEATHER POTENTIAL RAFTER TO TOP PLATE (TOE NAILED) 3-8d 3-10d PER RAFTER TYPE OR LOCATION OF CONCRETE CONSTRUCTION CEILING JOIST TO TOP PLATE (TOE-NAILED) 3-$d 3-10d PER JOIST UNINHABITABLE ATTIC W/O STORAGE LL=10 PSF NEGLIGIBLE MODERATE SEVERE CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 7-16d 7-40d EACH LAP Robert Conway R.A. UNINHABITABLE ATTICS W/ LIMITED STORAGE LL=20 PSF BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE 2,500 2,500 2,500c CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) 7-16d 7-40d EACH LAP Generated by REScheck-Web Software NOT EXPOSED TO WEATHER COLLAR TIE TO RAFTER (FACE-NAILED) 2-10d 2-12d PER TIE HABITABLE ATTICS OR W/ FIXED STAIRS LL=30 PSF BLOCKING TO RAFTER (TOE-NAILED) 2-8d 2-10d EACH END Compliance Certificate 6334 Northern Boulevard BASEMENT SLABS AND INTERIOR SLABS ON GRADE 2,500 2,500 2,500c RIM BOARD TO RAFTER(END-NAILED) 2-16d 3-16d EACH END East Norwich, New York 11732 EXTERIOR BALCONIES 8t DECKS LL=40 PSF (EXCEPT FOR GARAGE FLOOR SLABS) -�- WALL FRAMING o,%r FIRE ESCAPES LL=40 PSF BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS, 2,500 3,000d 3,000d TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d1 2-16d1 PER FOOT Project Conway Residence 5 1 6 . 5 0 9 . 3 8 4 6 P h o n e AND OTHER VERTICAL CONCRETE WORK EXPOSED TO WEATHER TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-16d 5-16d JOINTS- EACH SIDE RobertWConway3@gmail.com GUARDS & HANDRAILS LL=200 PSF STUD TO STUD (FACE-NAILED) 2-16d 2-16d 24" O.C. Energy Code: 2020 NYStretch - 2018 IECC PORCHES, CARPORT SLABS AND STEPS EXPOSED TO 2,500 3,000def 3,500def Location: Southold, New York HEADER TO HEADER (FACE-NAILED) 16d 16d 16 o.c.ALONG EDGE GUARDS IN-FILL COMPONENTS LL-50 PSF WEATHER, AND GARAGE FLOOR SLABS Construction Type: Single-family TOP PLATE OR BOTTOM PLATE TO 2-16d 2-40d PER 2'l STUD Project Type: Addition _ a. AT 28 DAYS PSI. STUD (END-NAILED) 3-16d 3-40d PER Tl STUD Orientation: Bldg. faces 270 deg. from North DATE ISSUED: PASSENGER VEHICLE GARAGE LL=50 PSF b. SEE TABLE R301.2(1) FOR WEATHER POTENTIAL. „ Climate Zone: 4 (5572 HDD) c. CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING 4-16d 4-40d PER 2 x8 STUD Permit Date: 10-15-2023-Working Drawings ROOMS OTHER THAN SLEEPING ROOMS LL=40 PSF CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE d. BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, 2-16d1'2 2-16d1'2 PER FOOT Permit Number: 10-3-2024- Issued for Permit d. CONCRETE SHALL BE AIR-ENTRAINED. TOTAL AIR CONTENT (% BY VOLUME CONCRETE) SHALL ENDJOIST OR BLOCKING (FACE-NAILED) All Electric false SLEEPING ROOMS LL=30 PSF NOT BE LESS THAN 5 % OR MORE THAN 7 %. FLOOR FRAMING Is Renewable false e. SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8d 4-10d PER JOIST Has Charger false STAIRS LL=40 PSF f. FOR GARAGE FLOORS WITH A STEEL-TROWELED FINISH, REDUCTION OF THE TOTAL AIR CONTENT Has Battery: false BRIDGING TO JOIST(TOE-NAILED) 2-8d 2-10d EACH END Has Heat Pump: false (% BY VOLUME OF CONCRETE) TO NOT LESS THAN 3% IS PERMITTED IF THE SPECIFIC BLOCKING TO JOIST(TOE-NAILED) 2-8d 2-10d EACH END ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS: COMPRESSIVE STRENGTH OF CONCRETE IS INCREASED TO NOT LESS THAN 4,000 PSF BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16d 4-16d EACH BLOCK TABLE 301.7 LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d 4-16d EACH JOIST Construction Site: Owner/Agent: Designer/Contractor: ALLOWABLE WIND-BORNE DEBRIS PROTECTION FASTENING JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d 3-10d PER JOIST 2450 Cedar Drive Robert&Patrica Conway Robert Conway STRUCTURAL MEMBER TABLE R301.2.1.2 Southold, NY 11971 2450 Cedar Drive 6334 Northern Blvd. DEFLECTION SCHEDULE FOR WOOD STRUCTURAL PANELS BAND JOIST TO JOIST(END-NAILED) 3-16d 4-16d PER JOIST Southold, NY 11971 East Norwich, NY 11732 1 1 516-313-5449 RAFTERS HAVING SLOPED GREATER THAN 3:12 BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d 3-16d PER FOOT patteconway@gmail.com W/ FINISHED CEILING NOT ATTACHED TO RAFTERS L/180 a,b,c,d ROOF SHEATHING INTERIOR WALLS AND PARTITIONS H/180 FASTENER SPACING WOOD STRUCTURAL PANELS 8d 10d 6" EDGE/6" FIELD 4 FOOT 6 FOOT STRUCTURAL PANELS @ GABLE RAKE OVERHANGS 8d 10d 4" EDGE/4" FIELD .z11 '' FASTENER TYPE PANEL SPAN _.,_.._ ___.._.._-..___... .�._- ..._.. -_ ._. .- -.-.__� .... ... ..,FLOORS L/360 < 4 FOOT < PANEL SPAN < PANEL SPAN DIAGONAL BOARD SHEATHING Compliance: 1.3%Better Than Code Maximum UA: 229 Your UA: 226 Maximum SHGC: . .ao Y o our o.� 19 < 6 FOOT < 8 FOOT 1"x6" or 1"x8" 2-8d 2-10d PER SU PPORT The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. CEILINGS W/ BRITTLE FINISHES (INC. PLASTER & STUCCO) L/360 _ _ It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. #8 WOOD SCREWS 1"x10" or WIDER 3-8d 3-10d PER SUPPORT Slab-on- rade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade CEILINGS W FLEXIBLE FINISHES GYPSUM BOARD L 240 W 2" EMBEDMENT LENGTH 16" 10" 8" y' specified climate zone must meet the minimu energy code insulation -value and depth requirements. / (INC.( ) / / CEILING SHEATHING assembly In the s gy p q ALL OTHER STRUCTURAL MEMBERS L/240 GYPSUM WALLBOARD T5d COOLERS - 7" EDGE/ 10" FIELD #10 WOOD SCREWS 16" 12" 9" WALL SHEATHING Envelope Assemblies EXT. WALLS -WIND LOAD W/ PLASTER OR STUCCO FINISH H/360 W/2" EMBEDMENT LENGTH WOOD STRUCTURAL PANELS 8d 10d 6" EDGE/ 12" FIELD 1, gill 11 '3 UW11 _ j /4 LAG SCREWS 1� �� �� STRUCTURAL FIBERBOARD PANELS _.. l; _ .- i4;0_Ut�iW "i l4 .W+ ° EXT. WALLS -WIND LOAD W/OTHER BRITTLE FINISH H/240 W/ 2" EMBEDMENT LENGTH 16 16 16 1/2" 1(GAD„GAL ROOFING NAIHEAD1S - 3" EDGE/6" FIELD . =- ... -r,.-.._4.-:..-..-.-,�- ..�.,--,..,�-_.. -..-.... ..... ... . ...-. 1-.1 .._.... -__11 ...a_,...._...,_; EXT. WALLS -WIND LOAD W/ FLEXIBLE FINISHES H/120 25 32" 11 GA.GALV ROOFING NAILS Ceiling: Cathedral Ceiling 1,000 30.0 0.0 0.034 0.026 34 26 / (0.120"z13/4"LONGx3/8"HEAD) - 3„ EDGE/6 FIELD Front Wall:Wood Frame, 16"o.c. LINTELS SUPPORTING MASONRY VENEER WALLS L/600 A.THIS TABLE IS BASED ON 180 MPH WIND SPEEDS AND A 45-FOOT MEAN ROOF HEIGHT. GYPSUM WALLBOARD 5d COOLERS - 7" EDGE/ 10" FIELD orientation: Front 355 15.0 0.0 0.077 0.045 19 11 B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. Door: Solid Door(under 50%glazing) FASTENERS SHALL BY LOCATED NOT LESS THAN 1" FROM THE EDGE OF THE PANEL. HARDBOARD 8d 8d 6„ EDGE/ 12„ FIELD Orientation: Front 21 0.180 0.270 4 6 C. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN EMBEDMENT PARTICLEBOARD PANELS 8d 8d (SEE MANUFACTURE) Window:Wood Frame PRESUMPTIVE LOAD-BEARING VALUES OF FOUND. MAT. LENGTH OF NOT LESS THAN 2" INTO THE BUILDING FRAME. FASTENERS SHALL BE LOCATED NOT DIAGONAL BOARD SHEATHING Orients ion: Front 89 0.220 0.270 20 24 TABLE 401.4.1 1 „ - „ , LESS THAN 2 / FROM EDGE OF CONCRETE BLOCK OR CONCRETE. 1 x6 or 1 x8 2-8d 2-10d PER SUPPORT Rear Wall:Wood Frame, 16'o.c. 355 15.0 0.0 0.077 0.045 18 11 LOAD BEARING D. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING 1"x10" or WIDER 3-8d 3-10d PER SUPPORT Orientation: Back STRUCTURAL MEMBER LOAD VIBRATION-RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS Door 1: Glass Door(over 50%glazing) FLOOR SHEATHING SHGC: 0.40 42 0.260 0.270 11 11 CRYSTALLINE BEDROCK THAN 1,500 POUNDS WOOD STRUCTURAL PANELS Orientation: Back 12000 WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF%6" (11.1MM) AND A SPAN OF NOT Window 0.W 78 0.220 0.270 17 21ood Frame 1 OR LESS 8d 10d 6 EDGE/ 12 FIELD SEDIMENTARY AND FOLIATED ROCK 4,000 MORE THAN 8 FEET(2438 MM) SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING GREATER THAN 1" 10d 16d 6" EDGE/6" FIELD Orientation: Back THE OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE SECURED Left Side:Wood Frame, 16"o.c. 260 15.0 0.0 0.077 0.045 10 6 SANDY GRAVEL/AND OR GRAVEL (GW& GP) 3,000 WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE DESIGNED TO RESIST THE DIAGONAL BOARD SHEATHING Orientation: Left side 1"x6" or 1"x8" 2-Sd 2-10d PER SUPPORT Window 3:Wood Frame SAND, SILTY SAND, CLAYEY SAND, COMPONENT AND CLADDING LOAD DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2) OR SHGC: 0.17 129 0.220 0.270 28 35 2,000 ASCE 7, WITH THE PERMANENT COROSSION-RESISTANT ATTACHMENT HARDWARE PROVIDING AND 1"x10" or WIDER 3-8d 3-10d PER SUPPORT Orientation: Left side SILTY GRAVEL AND CLAYEY GRAVEL Right Side: Wood Frame, 16"o.c. ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT IS ACCORDANCE WITH TABLE 260 19.0 5.0 0.045 0.045 9 9 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE PANEL Orientation: Left side CLAY SANDY CLAY SILTY CLAY CLAYEY SILT 301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAN ROOF HEIGHT OF 45 FEET (12,728 MIA) OR EDGE.ALTERNATIVE NAILING SCHEDUALES SHALL BE USED WHERE WALL SHEATHING IS REDUCED. FOR Window 2: Wood Frame CONWAY ' ' ' ' 1,500b SHGC: 0.17 64 0.220 0.270 14 17 SILT AND SANDY SILT LESS WHERE THE ULTIMATE WIND SPEED IS 180 MPH (290KPH) OR LESS EXAMPLE, IF WALL SHEATHING IS NAILED 3 INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER Orientation: Left side SHEAR CAPACITIES,NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR RESIDENCE b. WHERE IN-PLACE SOILS WITH AN ALLOWABLE BEARING CAPACITY OF ALTERNATE CONNECTORS,SHALL BE USED TO MAINTAIN THE LOAD PATH. Basement Wall: Solid Concrete or Masonry Orientation: Unspecified LESS THAN 1,500 PSF ARE LIKELY TO BE PRESENT AT THE SITE,THE NOTE: WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS Wall height: 8.0' 1,030 15.0 10.0 0.041 0.050 42 52 ALLOWABLE BEARING CAPACITY SHALL BE DETERMINED BY A SOILS MIN. WIDTH OF CONCRETE OR MASONRY FOOTINGS TO COMPLY WITH TABLE R403.1 Depth below grade:4.0' -�- 2. ,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. Insulation depth: 8.0' 2450 Cedar Drive INVESTIGATION. Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other Southold, New York 11971 calculations submitted with the permit application.The proposed building has been designed to meet the 2020 NYStretch-2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection CL Checklist. 1000-077.00-02.00-015.000 SHEATHING N me-Title Signat re Date A35 FRAMING APA PORTAL NOTES: ANCHOR 'FRONT"OR"SWHD-02A" 1. STRONG-WALL SHEARWALL IS MANUFACTURED BY SIMPSON STRONG-TIE STAMPED ON PLATE E"-- DOUBLE TOP o . WASHER 2. INSTALLATION OF PRODUCT SHALL BE DONE IN STRICT CONFORMANCE TO THE 6" DIAMETER PLATES (I When a registered design DRAWINGS INSTALLATION GUIDE T-SWGUIDE. MODIFICATIONS TO THIS PRODUCT "" "" sv professional has stamped and MAXIMUM718"SHIM AND THE STRONG-WALLAND ASSOCIATED SYSTEMS OR CHANGES IN THE signed this page (blue ink), they STRONG-WALL X VIEW A-A INSTALLATION METHODS SHOWN ON THESE DRAWINGS AND THE INSTALLATION are attesting that to the best of 77- TOP PLATES -, GUIDE SHOULD ONLY BE MADE BY A QUALIFIED ARCHITECT, CIVIL, OR STRUCTURAL REFLECTIVE RED REFLECTIVE WHITE his/her knowledge, belief, and Z,"(MAX)D/A. HOLE, ENGINEER. THE PERFORMANCE OF SUCH MODIFIED PRODUCTS OR ALTERED PANTONE iF,87 professional judgement, such ONLY ONE HOLE/N � plans and/or specifications are pl SHEATH/NG PRE-INSTALLED INSTALLATION PROCEDURES IS THE SOLE RESPONSIBILITY OF THE DESIGNER. REFER pl compliance with the latest HOEDOWN TO I.C.B.O. PFC-5485 FOR FURTHER INFORMATION. & New York State BuildingCode. SDS/4'X6" 1"(MAX.) CENTER HOLE NUT 8 PLATE WASHER tg SCREWS THROUGNOFPOST. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ELEVATIONS, ETC. ONLY I HOLE PER POST IN © copyright 2024 CROSS HATCHED AREA PRIOR TO INSTALLATION OF ANY COMPONENTS FOR THE STRONG-WALL SYSTEM. IF (TYPICAL EACH POST) X X V ANY DISCREPANCIES ARE FOUND,THEY SHALL BE BROUGHT TO THE ATTENTION OF ALL THREAD ROD A a THE PROJECT ARCHITECT, PROJECT ENGINEER, OR BUILDING DESIGNER FOR y COUPLER NUT CLARIFICATION PRIOR TO CONSTRUCTION. THROUGH P'(MAUGH c OF BLOCK/NG D/A. HOLE 4. THE CONTRACTOR SHALL VERIFY THE POSITION OF THE STRONG-WALL IN RELATION T WITNESS HOLES / \ VISIBLE FOR TO THE REST OF THE BUILDING SYSTEM AS SHOWN ON THE PROJECT DRAWINGS. INSPECTION G7 TOP PLATE CONNECTION 5. USE OF THIS PRODUCT 15 SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING I 0 4n u BEARING PLATE W1 H �r s 1�✓ SDS AX21? SCREWS OFFICIAL.. STRONG-WALL POST 6. THE BUILDING STRUCTURE SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST ° " .; -, 1/2" (STUD SHOE REMOVED ADOPTED VERSION OF T'iE UNIFORM BUILDING CODE AND ANY OTHER LOCAL "�" STROKE FOR CLARITY) i ' The construction type STATE OR FEDERAL REQUIREMENTS THAT MAY APPLY. VERIFY DESIGN designation shall be `S'T,. o� ;get 4- T)'IPICAL LOCATION OF HOLE REQUIREMENTS WITH THE LOCAL BUILDING DEPARTMENT. "I","u "m -IV or"V �j OF ^'�0 ° to indicate the construction ° 7. THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM OF THE classification of the a STRUCTURE. DESIGN OFTHE BUILDING'S LATERAL FORCE RESISTING SYSTEM structure under DESIGNATION FOR STRUCTURAL Registered thru 02/26/2026 section 602 of the BCNYS ti -- W v ° a .4 INCLUDING A COMPLETE LOAD PATH NECESSARY TO TRANSFER LATERAL FORCES COMPONENTS THAT ARE OF FILE: D -e -5/8"X/2"ANCHORBOL a ° TRUSS TYPE CONSTRUCTION u W17"M/NIMUMCONCRETE a °d FROM THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY OF THE DESIGNER. 23370 EMBEDMENT �� �� a a a 8. SIMPSON STRONG-TIE COMPANY, INC. RESERVES THE RIGHT TO CHANGE F GIRDERS AND BEAMS FLOOR CONSTRUCTION,INCLUDING I"MAXIMUM DIAMETER HOLE IN FRAMING MEMBERS. SSTB28 SPECIFICATIONS, DESIGNS AND MODELS WITHOUT NOTICE OR LIABILITY FOR SUCH „R., ROOF FRAMING SCALE: ONLY ONE HOLE PER MEMBER CHANGES. kBUILDIINGAS NOTED GARAGE PORTAL STRONG-WALL SILL CONNECTION 9. ALL HARDWARE CALLED OUT IS SIMPSON STRONG-TIE. STANDARDS AND CODES "FIR" FLOOR AND ROOF FRAMING DRAWN BY: TYPICAL APA PORTAL DETAIL TRUSS TYPE CONSTRUCTION SIGN SPEC, SHEET: RWC NOT TO SCALE NOT TO SCALEGN =4 ATTIC INSULATION ATTIC FLOOR FRAMING TABLE R 402.4.1.1 RIGID INSULATION "R-VALUE/DEPTH PER CLIMATE" ENERGY CONSERVATION CODE: FIREPLACE ENCLOSURE COMPRESSIBLE WEATHERSTRIPPING PERIMETER SITE BUILT ATTIC ENCLOSURE MECHAN SECUREDROF ENCLOSURE AIR BARRIER AND INSULATION INSTALLATION INSULATED TO T.O. SECOND FLOOR CEILING RIGID INSULATION jai ENERGY CONSERVATION NOTES: COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA FIRESTOP BLOCKING PREFABRICATED CHAPTER 1: SCOPE AND ADM INSULATED CHIMNEY GENERAL REQUIREMENTS A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN THE AIR-PERMEABLE INSULATION SHALL NOT BE USED AS A SUPPORT BLOCKING FOR I Robert Conway R.A. R 104 INSPECTIONS: BUILDING ENVELOPE. SEALING MATERIAL. THIN PROFILE STRUCTURAL X X ZIP TAPE OR EQUIVALENT SHEATHING _ THE EXTERIOR THERMAL ENVELOP CONTAINS A SEALANT OR ADHESIVE I R104.4 APPROVED INSPECTION AGENCIES. THE CODE OFFICIAL IS AUTHORIZED TO ACCEPT CONTINUOUS AIR BARRIER. SEALANT OR ADHESIVE THIN PROFILE STRUCTURAL 6334 Northern Boulevard REPORTS OF THIRD PARTY INSPECTION AGENCIES NOT AFFILIATED WITH THE BUILDING O East Norwich, New York 11732 DESIGN OR CONSTRUCTION, PROVIDED SUCH AGENCIES ARE APPROVED AS TO BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE SEALED. SHEATHING AS ENCLOSURE LINER MECHANICAL LATCH TO PRESSURE QUALIFICATIONS AND RELIABILITY RELEVANT TO THE BUILDING COMPONENTS AND SYSTEMS PREFABRICATED FIREPLACE O SEAL AT WEATHERSTRIPPING -•- THEY ARE INSPECTING. CEILING/ATTIC THE AIR BARRIER IN ANY DROPPED CEILING/SOFFIT SHALL THE INSULATION IN ANY DROPPED CEILING/SOFFIT SHALL ' MANUFACTURED PULL DOWN STAIR :A� BE ALIGNED WITH THE INSULATION AND ANY GAPS IN THE BE ALIGNED WITH THE AIR BARRIER. RIGID INSULATION WITH k" WOOD BLOCKING 5 1 6 . 5 0 9. 3 8 4 6 P h o n e AIR BARRIER SHALL BE SEALED. TAPED AND SEALED JOINT DRAFTSTOP O RobertWConway3@gmaif.com R 106 REFERENCED STANDARDS: ACCESS OPENINGS SEALANT OR ADHESIVE , DROP DOWN STAIRS OR KNEE WALL O R106.2 APPLICATION OF REFERENCES. REFERE\ICES TO CHAPTER OR SECTION NUM,BERS, ZIP TAPE OR EQUIVALENT AROUND FOUR EDGES DOORS TO UNCONDITIONED ATTIC SPACE SHALL BE SEALED. ALL JOINTS OR TO PROVISIONS NOT SPECIFICALLY IDENTIFIED BY NUMBER, SHALL BE CONSTRUED TO TYPICAL AI RSEAL & INSULATION REFER TO SUCH CHAPTER, SECTION OR PROVISION OF THIS CODE. WALLS THE JUNCTION OF THE FOUNDATION AND SILL PLATES CAVITIES WITHIN CORNERS AND HEADERS OF FRAMING DATE ISSUED: SHALL BE SEALED. SHALL BE INSULATED VI COMPLETELY FILLING THE CAVITY SEALANT OR ADHESIVE n PULL DOWN ATTIC STAIRS CHAPTER 4: RESIDENTIAL ENERGY EFFICIENCY: WITH A MATERIAL HAVING A THERMAL RESISTANCE of - @.~ 10-15-2023-Working Drawings THE JUNCTION OF THE TOP PLATE AND THE TOP OF R-3 PER INCH MINIMUM. 10-3-2024- Issued for Permit R401 GENERAL: EXTERIOR WALLS SHALL BE SEALED. ZIP TAPE OR EQUIVALENT EXTERIOR THERMAL ENVELOP INSULATION FOR FRAMED ALL JOINTS NOT TO SCALE KNEE WALLS SHALL BE SEALED. WALLS SHALL BE INSTALLED IN SUBSTANTIAL CONTACT R401.2 COMPLIANCE. PROJECTS SHALL COMPLY WITH ONE OF THE FOLLOWING : AND CONTINUOUS ALIGNMENT WITH THE AIR BARRIER. RIGID INSULATION SEALANT 1. SECTIONS R401 THROUGH R404. WINDOWS,SKYLIGHTS,AND THE SPACE BETWEEN WINDOWS/DOOR JAMBS AND 2. SECTION R405 AND THE PROVISIONS OF SECTIONS R401 THROUGH R404 LABELED DOORS FRAMING,AND SKYLIGHTS AND FRAMING SHALL BE "MANDATORY." SEALED. / i / i // / / 3. AN ENERGY RATING INDEX ERI APPROACH IN SECTION R406 \ \`" \\ (ERI) RIM JOIST RIM JOIST SHALL INCLUDE THE AIR BARRIER. RIM JOIST SHALL BE INSULATED. \/�/� \ , R402 BUILDING THERMAL ENVELOPE: FLOORS(INCLUDING ABOVE THE AIR BARRIER SHALL BE INSTALLED AT ANY EXPOSED FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED /,\,/ CEILING DRYWALL TAPED TO \\ ,"\\, GARAGE AND CANTILEVERED EDGE OF INSULATION. TO MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE ';�\;-\ . �\,\\;\/X/\\ WALL DRYWALL FLOORS) OF SUBFLOOR DECKING, OR FLOOR FRAMING CAVITY j // ',/ R402.1 GENERAL (PRESCRIPTIVE). THE BUILDING THERMAL ENVELOPE SHALL MEETTHE \ "�/\\; �/ \ INSULATION SHALL BE PERMITTED TO BE IN CONTACT WITH /\\ \ \ REQUIREMENTS OF SECTION'S R402.1.1 THROUGH R402.1.5 ',�j�j�j/ THE TOP SIDE OF SHEATHING,OR CONTINUOUS INSULATION /\�\�\ DRYWALL CAULKED GLUED OR INSTALLED ON THE UNDERSIDE OF THE FLOOR FRAMING //\\/\//�//\/ GASKETED TO TOP PLATE R402.1.2 INSULATION AND FENESTRATION CRITERIA. THE BUILDING THERMAL ENVELOPE AND EXTENDS FROM THE BOTTOM TO THE TOP OF ALL ,/\ / \/\ SHALL MEET THE REQUIREMENTS OF TABLE 4C2.1.2, BASED ON THE CLIMATE ZONE PERIMETER FLOOR FRAMING MEMBERS. %x//\\ SPECIFIED IN CHAPTER 3. / CRAWL SPACE WALLS EXPOSED EARTH IN UNVENTED CRAWL SPACES SHALL BE CRAWL SPACE INSULATION,WHERE PROVIDED INSTEAD DRYWALL CAULKED, GLUED OR COVERED WITH A CLASS 1 VAPOR RETARDED WITH OF FLOOR INSULATION, SHALL BE PERMANENTLY `" `\ `� / GASKETED TO BOTTOM PLATE R402.4 AIR LEAKAGE (MANDATORY). THE BUILDING THERMAL ENVELOPE SHALL BE /\/ 'r /\'� / OVERLAPPING JOINTS TAPED. ATTACHED TO THE WALLS. //.�/\/��7�//"�/7<//\0/\'\ CONSTRUCTED TO LIMIT THE AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS OF / \//, SECTION R402.4.4 THROUGH R402.4.4. // /��/\ , \�. SHAFTS, PENETRATIONS DUCT SHAFTS UTILITY PENETRATIONS AND FLUE SHAFTS \' ; j`"% "` /\;;"/\\�` BOTTOM PLATE CAULKED OR R402.4.1.2 TESTING. THE BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED AS OPENING TO EXTERIOR OR UNCONDITIONED SPACE SHALL '/�\�; // GASKETED TO SUBFLOOR HAVING AIR LEAKAGE RATE NOT EXCEEDING FIVE AIR CHANGES PER HOUR IN CLIMATE BE SEALED. I>< _ ZONES I AND II, AND THREE AIR CHANGES PER HOUR IN CLIMATE ZONES 3 THROUGH 8. NARROW CAVITIES BATTS IN NARROW CAVITIES SHALL BE CUT TO FIT, OR AI RSEAL LOCATIONS (PREFAB. FIREPLACE) NARROW CAVITIES SHALL BE FILLED BY INSULATION THAT SUBFLOOR GLUED, CAULKED R403 SYSTEMS: ON INSTALLATION READILY CONFORMS TO THE AVAILABLE NOT TO SCALE OR GASKETED TO RIM JOIST CAVITY SPACE. R403.1 CONTROLS (MANDATORY). AT LEAST ONE THERMOSTAT SHALL BE PROVIDED FOR GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE GARAGE CEILING DRYWALL TAPED TO EACH SEPARATE HEATING AND COOLING SYSTEM. AND CONDITIONED SPACES. FLUE WALL DRYWALL R403.3.1 INSULATION (PRESCRIPTIVE). SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING INSULATED TO A MINIMUM OF R-8 WHERE 3 INCHES IN DIAMETER AND GREATER AND R-6 THERMAL ENVELOP SHALL BE SEALED TO THE FINISHED THERMAL ENVELOP SHALL BE AIR TIGHT AND IC RATED. HIGH TEMPERATURE DRYWALL CAULKED, GLUED OR WHERE LESS THAN 3 INCHES IN DIAMETER. SUPPLY AND RETURN DUCTS IN OTHER SURFACE. SEALANT GASKETED TO TOP PLATE PORTIONS OF THE BUILDING SHALL BE INSULATED TO A MINIMUM OF R-6 WHERE 3 INCHES IN DIAMETER OR GREATER AND R-4.2 WHERE LESS THAN 3 INCHES IN DIAMETER. PLUMBING AND WIRING N EXTERIOR WALLS, BATT INSULATION SHALL BE CUT TWO HALVES OF FIRESTOP NEATLY TO FIT AROUND WIRING AND PLUMBING, OR NAILED IN PLACE INSULATION THAT ON INSTALLATION READILY CONFORMS BOTTOM PLATE CAULKED OR TO AVAILABLE SPACE SHALL EXTEND BEHIND PIPING AND GASKETED TO SUBFLOOR R404 ELECTRICAL POWER AND LIGHTING SYSTEMS: WIRING R404.1 LIGHTING EQUIPMENT (MANDATORY). NOT LESS THAN 75 PERCENT OF THE LAMPS SHOWER/TUB ON EXTERIOR THE AIR BARRIER INSTALLED AT EXTERIOR WALLS EXTERIOR WALLS ADJACENT TO SHOWER AND TUBS SHALL j IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFICACY LAMPS OR NOT WALL ADJACENT SHOWER AND TUB SHALL SEPARATE THE WALL BE INSULATED.FROM THE SHOWER OR TUB. , LESS THAN 75 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL • CONTAIN ONLY HIGH-EFFICACY LAMPS. ELECTRICAL/PHONE BOX ON THE AIR BARRIER SHALL BE INSTALLED BEHIND ELECTRICAL EXTERIOR WALLS OR COMMUNICATION BOXES OR AIR-SEALED BOXES SHALL CONWAY R406 ENERGY RATING INDEX COMPLIANCE ALTERNATIVE: BE INSTALLED. / R406.6.2 COMPLIANCE REPORT. COMPLIANCE SOFTWARE TOOLS SHALL GENERATE A HVAC REGISTER BOOTS HVAC SUPPLY AND RETURN REGISTER BOOTS THAT SEALANT, ADHESIVE BOTTOM PLATE RIM JOIST CAULKED OR RESIDENCE OR GASKET GASKETED REPORT THAT DOCUMENTS THAT THE ERI OF THE RATED DESIGN COMPLIES WITH SECTIONS PENETRATE BUILDING THERMAL ENVELOP SHALL BE SEALED • -�- R406.3 AND R406.4. THE COMPLIANCE DOCUMENTATION SHALL INCLUDE THE FOLLOWING TO THE SUBFLOOR,WALL COVERING,OR CEILING 2450 Cedar Drive INFORMATION: PENETRATED BY THE BOOT. GWB CEILING Southold, New York 11971 CONCEALED SPRINKLERS WHEN REQUIRED TO BE SEALED, CONCEALED FIRE 1. ADDRESS OR OTHER IDENTIFICATION OF THE RESIDENTIAL BUILDING. SPRINKLERS SHALL ONLY BE SEALED IN A MANNER THAT IS 1000-077.00-02.00-015.000 2. AN INSPECTION CHECKLIST DOCUMENTING THE BUILDING COMPONENT RECOMMEND BY THE MANUFACTURE.CAULKING OR CHARACTERISTICS OF THE RATED DESIGN. THE INSPECTION CHECKLIST SHALL SHOW OTHER ADHESIVE SEALANTS SHALL NOT BE USED TO FILL AI RSEAL LOCATIONS (FLUE)RESULTS FOR BOTH THE ERI REFERENCE DESIGN AND THE RATED DESIGN, AND SHALL VOIDS BETWEEN FIRE SPRINKLER COVER PLATESAND DOCUMENT ALL INPUTS ENTERED BY THE USER NECESSARY TO REPRODUCE THE WALLS OR CEILINGS. RESULTS. NOT TO SCALE TYPICAL AI RSEAL LOCATIONS (WALL) A. IN ADDITION, INSPECTITION OF LOG WALLS SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF ICC-400 3. NAME OF INDIVIDUAL COMPLETING THE COMPLIANCE REPORT. When a registered design 4. NAME AND VERSION OF THE COMPLIANCE REPORT. professional has stamped and signed this page (blue ink), they NOT TO SCALE are attesting that to the best of his/her knowledge, belief, and professional judgement, such 1 _ plans and/or specifications are TABLE R 40,Z. 1 2 in compliance with the latest WINDOW SPECIFICATIONS: TYP. DUCT GA. 24 ALUMINUM SHEET New York State Building Code. INSULATION & FENESTRATION HANGER METAL CLADDING FOR © copyright 2024 MANUFACTURER: WEATHER SHIELD EXPOSED DUCT ONLY NON EXPANDING FOAM SEALANT OR CAULK REQUIREMENTS BY COMPONENT R-8FIRERETARDANT VISIBLE LIGHT DUCT INSULATION WITH <. Q� �� ��'�^��o\�` TYPE UVALUE SHGC TRANSMITTANCE ALUMINUM FOIL VAPOR AIRSEAL LOCATIONS (WINDOW) 4��� BARRIER. BUBBLE WRAP I C� INSULATION NOT CLIMATE FENESTRATION SKYLIGHT GLAZED CEILING WOOD CASEMENT 0.26 0.17 0.39 PERMITTED ZONE U-FACTOR U-FACTOR FENESTRATION R-VALUE FRAME WALL SHGC R-VALUE s -HOT WATER PIPE AWNING 0.24 0.16 0.32 TYP. AIR DUCT T~� 4 EXCEPT 0.32 0.55 0.40 49 20 OR Registered thru 02/26/2026 MARINE 13+5 =-_- DOUBLE HUNG 0.27 0.18 0.40 FILE: 23370 MASS FLOOR BASEMENT SLAB CRAWL SPACE SKYLIGHT 0.55 0.40 0.66 ZIP TAPE OR EQUIVALENT --- SCALE: WALL R-VALUE WALL R-VALUE WALL (LAMINATED) FOR AIR SEAL R-VALUE R-VALUE AND DEPTH R-VALUE MIN R-3 PIPE INSULATION AS NOTED FRENCH DOOR 0 ADHERED TO PIES AS DESCRIBED IN R 403.5.3 DRAWN BY: (HINGED) .27 0.17 0.41 RWC 8/13 19 10/13 10, 2FT. 10/13 TYP. DUCT INSULATION TYP, HOT WATER PIPE INSULATION SHEET: FRENCH DOOR (GLIDING) 0.28 0.18 0.41 __ NOT TO SCALE NOT TO SCALE Robert Conway R.A. 6334 Northern Boulevard East Norwich, New York 11732 —0— 516. 509. 3846 Phone RobertWConway3@gmail.com I------------, —___=_====—Jj �I r—r-7—T—r-7-T—ram-1 I r— _�-=s=r -s=_�_�_ III I I I I I I I I I I I GUT M.O. FOR GUT M.O. FOR GUT M.O. FOR I I I I 1 1 1 1 1 1 WOOD DECK ABOVE I NEW WINDOW NEW WINDOW NEW WINDOW i I l I I l i i 1 WOOD DECK i 11 I I I I I I I I I I TO 13E'REMOVED I TO $E REMOVED DATE ISSUED: III I I I I I I I I I I I I I I I I I I I I I 10-15-2023-Working Drawings i II ---- — I I I I I I III ----- r r — —--- - - 024- Issued for Permit-- — �—_---- DE I GEN1 IN` , III — III II II I r = II -III ---- RELAGE WINDOWS 4 OR, r-_ — IIDEMO EXI5TIN6 AD. ST FRAMIN G FOR NEW2/0 TANK rL— III III III l I I I I I. �� II II DEMO FIXTURES ­DEMO FIXTURES IIIE I o II , I I I FIN15HE5 I I I I EXI5TIN6 _ I- g l 8 FIN151-E5 ` EXI5TIN6 WALL.DEMO EXI5TIN6 —EXISTIN WALL II II I I ITG L = II =_=—J DRYER TO BEREMOVED II 'RELOCATE DEMO GABINETRY 4 DOORRO.R p IIII IIII I I�----� I � III PLUMBING FIXTURES —J -——— � III I I _i_� Q I I I I — LA511W713WROOM#2 I I ILL — TO M'REMOVM EXI5TIN6 UNFIN15HED GELLAR I ii EXI5TIN6 WALL REVER5E E45TIN6 WALL TO BEREMOVED DOOR 51IN6 TO BEIREMOVED EX15TIN6 III ------� --- — r� 5TORA6E o r ——- ———— �� i I GARAGE I ——— —— —— I I I I Ex15i1W5 ---- I I 6REAT i�00M F J L—— I-----�J � ----- � / L---- � I o III F.. GUT 1�.0. FOR I I I I I F — �` III NEW DOORWAY II 1 II ---- ----- �_ I= LW _J� _ DEMO EXI5TIN6 ————— /�— FURNAGE 4 WH —— — LIVING ROOMI ,�Lr=J/ ---- III — --- ExlsrlrrG emRooM#I III III III REMOVE EXI5TIN6 III WINDOW ——— REPLACE WINDOW5,ADJUST I I GUT M.D. FOR I I I NEW WINDOW I i FRAMING FOR NEW R/O i I I I GUT M.D. FOR I WOOD 5TOOP l WOOD STOOP ABOVE l NEVI WINDOW I TO BE REMOVED I I TO BEREMOVED I I I I I I I I I I I ------------{ I-------------{ I I I I I I I I L-----------J L-----------J I I I I -——————————— t I-------------a L-----------J L---------- CONWAY RESIDENCE 1 Basement Demo Plan 2 First Floor Demo Plan 2450 Cedar Drive D-1 SCALE : 1/4"= 1'-01 " A-1 SCALE : 1/4"= F-0" Southold, New York 11971 1000-077.00-02.00-015.000 When a registered design professional has stamped and signed this page (blue ink), they GENERAL NOTE: are attesting that to the best of his/her knowledge, belief, and THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH professional judgement, such THE GENERAL NOTES SHEETS(GN 1-4)AND CONTACT ARCHITECT IN WRITING OF ANY plans and/or specifications are CLARIFICATIONS NEEDED PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTORS SHALL in compliance with the latest ALSO NOTIFY THE ARCHITECT IF ANY DISCREPANCY OCCURS BETWEEN ACTUAL FIELD CONDITIONS New York State Building Code. AND DRAWINGS. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION. © copyright 2024 DEMOLITION NOTES: Legend 1. CONTRACTOR TO FAMILIARIZE HIMSELF WITH THE EXISTING STRUCTURE 7. CONTRACTOR TO MODIFY&UPGRADE ELECTRICAL,AS REQUIRED. 11. CONTRACTOR TO REMOVE ALL WALLS, PARTITIONS OR PORTIONS OF THE HOUSE, LOCATING BEARING WALLS AND HEADERS. THEIROF SHOWN THUS. ALL EXISTING PLUMBING AND ELECTRICAL LINES _----_ ' 8. ALL DEMOLITION DEBRIS SHALL BE REMOVED FROM SITE AND DISPOSED CONTAINED THEREIN ARE TO BE CAPPED BELOW FLOOR LEVEL. EXISTING CONSTRUCTION: D; MULTI SENSOR SMOKE AND 2. CONTRACTOR TO PROVIDE TEMPORARY BRACING AS REQUIRED TO OF IN A SAFE, LEGAL MANNER. JOB SITE SHALL BE FREE OF CONTRACTOR TO PROVIDE TEMPORARY BRACING AND/OR SHORING AS L� 8x16 CMU FOUNDATION WALLS CARBON MONOXIDE DETECTOR PROTECT THE STRUCTURE DURING THE ALTERATION AND CONSTRUCTION ACCUMULATED DEBRIS. A REFUSE DUMPSTER OF APPROPRIATE SIZE REQUIRED TO SUPPORT REMAINING EXISTING STRUCTURE AND PROTECT ______ 16"x8" P.C. FOOTINGS INSTALLED PER 2020 RCNYS PERIOD. SHALL BE MADE ACCESSIBLE ON THE SITE DURING THE CONSTRUCTION SAME DURING PERIOD OF CONSTRUCTION. TEMPORARY BRACING AND/OR MULTI SENSOR SMOKE DETECTOR PERIOD AND SHALL BE EMPTIED ON A WEEKLY BASIS. CONSTRUCTION SHORING SHALL REMAIN IN PLACE UNTIL ALL OF THE NEW STRUCTURE HAS NEW CONSTRUCTION: INSTALLED PER 2020 RCNYS 6F P�' 3. ALL INTERIOR WALLS AND CEILINGS TO BE PATCHED AND REPAIRED BY BEEN COMPLETED. =--- -- NEW ALTERATION, OR TO REMEDY EXISTING DEFECTS IN SAME. ALL 9. CONTRACTOR TO CAP ALL EXISTING PLUMBING , ELECTRICAL AND 1 P.C. FOUNDATION WALLS 16"x8"KEYED P.C. FOOTINGS tjD MULTI SENSOR HEAT DETECTOR INTERIOR WALLS AND CEILING TO BE PRIMED AND PAINTED SO AS TO MECHANICAL LINES AS REQUIRED FOR DEMOLITION. CONTRACTOR SHALL 12. CONTRACTOR TO REMOVE ALL DOORS, JAMBS AND FRAMES SHOWN ------ INSTALLED PER 2020 RCNYS Registered thru 02/26/2026 ACHIEVE A UNIFORM FINISH IN KEEPING WITH THE QUALITY OF THE THEN ASSESS THE RE-USABLE VALUE AND SUITABILITY OF REMAINING THUS. CONTRACTOR TO PROVIDE TEMPORARY BRACING OF EXISTING/ EXISTING CONSTRUCTION: OVERALL RENOVATION. LINES AND REMOVE OR REPLACE SAME AS REQUIRED. EXISTING REMAINING STRUCTURE AS REQUIRED FILE: ELECTRICAL SERVICE SHALL BE MOVED AS PER ELECTRICAL PLANS. ALL 0 2x4 EXTERIOR WALLS ### WINDOW TAG SEE SC-1 4. ALL EXISTING WOOD FINISHED FLOORING TO REMAIN. REPAIR ANY EXISTING MECHANICAL DUCTWORK SHALL BE CAPPED AS REQUIRED FOR 13. CONTRACTOR TO REMOVE ALL WINDOWS, JAMBS AND FRAMES SHOWN 2x4 INTERIOR WALLS U.O.N. x 23370 DAMAGED FLOORING AND APPLY NEW FLOOR FINISH TO MATCH EXISTING DEMOLITION AND REMOVED FOR RE-USE AS REQUIRED BY NEW HVAC THUS. CONTRACTOR TO REMOVE ALL ADJACENT PORTIONS OF WALLS AS NEW CONSTRUCTION: SCALE: FLOOR. SYSTEM. SHOWN ON FLOOR PLANS AND PREPARE OPENINGS FOR NEW 2x4 EXTERIOR WALLS O DOOR TAG SEE SC-1 CONSTRUCTION AS REQUIRED. CONTRACTOR TO PROVIDE TEMPORARY AS NOTED 5. CONTRACTOR TO MODIFY EXISTING HEATING SYSTEM,AS REQUIRED. 10. UPON COMPLETION OF JOB, SITE IS TO BE CLEARED OF EXCESS DEBRIS BRACING AND/OR SHORING OF EXISTING/REMAINING STRUCTURE AS 2x4 INTERIOR WALLS U.O.N. ❑ POST ABOVE DRAWN BY: AND MATERIALS. HOUSE TO BE BROOM SWEPT AND CLEAN OF REQUIRED. SITE SHALL BE BROOM SWEPT ON A NIGHTLY BASIS. -_—_—_——_-_ TO BE REMOVED 6. ALL ELECTRICAL LINES TO BE CAPPED IN WALLS TO BE REMOVED. EXCAVATION DUST AND DEBRIS. ALL WINDO\VS TO BE CLEANED INSIDE ® SOLID POST IN WALL OR COLUMN RWC CONTRACTOR TO PROVIDE NEW OUTLETS AND SWITCHES THROUGHOUT AND OUT. THIS TO BE DONE TO THE SATISFACTION OF THE ARCHITECT SHEET: THE HOUSE AND IN NEW WALLS AS SHOWN ON PLANS. CONTRACTOR TO AND OWNER PRIOR TO RECEIVING FINAL PAYMENT. r SOLID POST ON A 30"x30"x18" PROVIDE NEW LIGHTING AS SHOWN ON PLANS,AND TO REPLACE EXISTING IL ® J POURED CONCRETE FOOTING --- NEW HEADER OR GIRDER FIXTURES AS PER OWNER. D- 1 511 , unless noted 10 otherwise on plan DOOR SCHEDULE R .j Double Top Plate 2 6 jj MARK TYPE MANUFACTURE CATALOG # SIZE SWING MATERIAL REMARKS 2 6 ,� LLL Window Header O� ' • BASEMENT Robert Conway .A. LL LLL (see plan) y LEL 001 OVERHEAD GARAGE DOOR 'EXISTING' EXISTING *8'-0" X 7'-0" OVERHEAD FIBERGLASS LLLL LL LLL 1"thick rigid insulation filler 002 HINGED ENTRY DOOR 'PROVIA' HERITAGE - 430-1P *3'-0" X 6'-8" RH GLASS & FIBERGLASS OAK GRAIN - WALNUT FINISH - 4 LITE SDL GRID 1V x 1H 6334 Northern Boulevard (Typical in ext.walls) East Norwich, New York 11732 LLLLLL 003 PAIR OF INTERIOR SOLID CORE DOOR 'BROSCO' BIRKDALE - STEPPED STICKING *4'-0" X 6'-8" LH / RH MOULDED 1%8" NO BORE - MAGNETIC CATCH LLL -• 004 INTERIOR FIRE RATED DOOR 'BROSCO' BIRKDALE - STEPPED STICKING *2'-8" X 6'-8" LH MOULDED 1%11 3/4 HR. FIREPROOF RATED & SELF-CLOSING - INTUMESCENT LAYERED CORE 005 INTERIOR POCKET DOOR 'BROSCO' BIRKDALE - STEPPED STICKING *3'-0" X 6'-8" POCKET MOULDED 1% ADD 1" TO POCKETING SIDE STILE & TOP RAIL TO ACHIEVE EQ. STILES 516 . 509. 3846 P h o n e Window Head RobertWConway3@gmail.com 7'-0"A.F.F.(typical) 006 INTERIOR SOLID CORE DOOR 'EXISTING' EXISTING *2'-0" X 6'-8" LH MOULDED 1%" s 007 INTERIOR SOLID CORE DOOR 'BROSCO' BIRKDALE - STEPPED STICKING *2'-0" X 6'-8" RH MOULDED 1%" TYPICAL HEADER TYPICAL DOOR JAMB 008 INTERIOR SOLID CORE DOOR 'BROSCO' BIRKDALE - STEPPED STICKING *2'-0" X 6'-8" LH MOULDED 1%" 009 INTERIOR SOLID CORE DOOR 'BROSCO' BIRKDALE - STEPPED STICKING *2'-0" X 6'-8" RH MOULDED 1 8" DATE ISSUED: 010 INTERIOR SOLID CORE DOOR 'BROSCO' BIRKDALE - STEPPED STICKING *2'-6" 2,-6„ X 61 -8„ RH MOULDED 1%" 10-15-2023-Working Drawings 011 INTERIOR SOLID CORE DOOR 'BROSCO' BIRKDALE - STEPPED STICKING *2'-4" X 6'-8" LH MOULDED 1%'�__7 10-3-2024- Issued for Permit * FIELD VERIFY ALL OVERHEAD CLEARANCE WITH ALL MECHANICALS, PLUMBING, &STRUCTURAL ELEMENTS. COORDINATE DOOR HEIGHT & SWING PRIOR TO ORDERING DOORS FIRST FLOOR Gyp. Board Casing to be selected O 101 HINGED ENTRY DOOR EXISTING EXISTING 3'-0" X 6'-8" RH EXISTING (typical) 102 SLIDING PATIO DOOR 'WEATHER SHIELD' 61068 - NEXT GEN 1 " 1 " OX GLASS & CLAD — 1/4"reveal \ 6 -9/4 X 6 -7/ (typical) 103 INTERIOR SOLID CORE DOOR 'BROSCO' BIRKDALE - STEPPED STICKING 2'-4" X 6'-8" RH MOULDED 1% \O � " '� 104 INTERIOR SOLID CORE DOOR EXISTING EXISTING 2'-6" X 6'-8" RH EXISTING 1"x Flat Poplar \ 105 INTERIOR SOLID CORE DOOR EXISTING EXISTING 2'-6" X 6'-8" RH EXISTING to be painted \ 106 INTERIOR POCKET DOOR 'BROSCO' BIRKDALE - STEPPED STICKING 2'-8" X 6'-8" POCKET MOULDED 1%11 ADD 1" TO POCKETING SIDE STILE & TOP RAIL TO ACHIEVE EQ. STILES Xk\A Shim Space —f ATTI C \ 301 7[77 ACCESS DOOR 'CUSTOM' 'CUSTOM' --T-27-0" WIDE MIN. RH MDF INSULATED W/AIR SEAL 1 Rough Opening , O ` (see plan) 7WINDOW SCHEDULE TYPICAL CASED OPENING MARK TYPE MANUFACTURER UNITSIZE CATALOG # LITE CUT QTY REMARKS: DOUBLE HUNG 'EXISTING' 2'-112" x 2'-112" EXISTING SEE ELEVATION 1 TEMPERED g AWNING 'WEATHER SHIELD' 2'-72" x V-112" 2820 SEE ELEVATION 1 / 0 CASEMENT 'WEATHER SHIELD' 2'-11 2" x 3'-112" 2840 SEE ELEVATION 2 EGRESS COMPLIANT j AWNING 'EXISTING' 2'-72" x V-52" EXISTING SEE ELEVATION 2 To"B" CASEMENT 'WEATHER SHIELD' 2'-72" x 3'-52" 2836 SEE ELEVATION 1 0 CASEMENT 'WEATHER SHIELD' 5'-3 16" x 3'-52" CS2-2836 SEE ELEVATION 1 To"B" O CASEMENT - FIXED - CASEMENT 'EXISTING' 5'-85/8" x 4'-52" EXISTING SEE ELEVATION 1 0 CASEMENT 'WEATHER SHIELD' 2'-11 2" x 4'-112" 3050 SEE ELEVATION 6 FROM"A" �� FROM"A" TYPICAL INTERIOR DOOR O FIXED 'WEATH ER SH I ELD' 4'-5%" x4'-112" 4650 SEE ELEVATION 3 LEFT HANDED RIGHT HANDED O CASEMENT - FIXED - CASEMENT 'WEATHER SHIELD' S8" x 3'-112" 1840 - 2640 - 1840 SEE ELEVATION 1 CASEMENT 'WEATHER SHIELD' V-112" x 2'-112" 2030 SEE ELEVATION 1 TEMPERED INTERIOR DOOR NOTES: 0 CASEMENT EXISTING' I 21-72'ix4;-52" " EXISTING SEE ELEVATION 4 EGRESS COMPLIANT WINDOW NOTES: 0 PICTURE WEATHER SHIELD 4 -52 x 1 -112 4620 SEE ELEVATION 2 CONWAY 1. ALL WINDOWS AND EXTERIOR FRENCH DOORS BY'WEATHER SHIELD' 1. ALL INTERIOR DOORS TO BE SELECTED BY OWNER x PICTURE 'WEATHER SHIELD' 4'-52" x 2'-112" 14630 SEE ELEVATION 1 RESIDENCE 4-9/16"JAMBS WHERE 2X4.STUDS. HARDWARE AS SELECTED BY 2. ALL INTERIOR DOORS ARE TO HAVE OWNER. (TYPICAL FOR WINDOWS IN NEW 2X6 WALL CONSTRUCTION) -STICKING AND PANELS AS NOTED —�— NEW WINDOW IN EXISTING 2X6 WALL CONSTRUCTION TO HAVE 6 9/16"JAMBS. GENERAL CONTRACTOR TO FIELD VERIFY WINDOW -5/4"JAMBS WITH SQUARE CORNER HINGES 2450 Cedar Drive SCHEDULE TO INSURE PROPER JAMB SIZES PRIOR TO PLACING ORDER. - 1/2" X 1-5/8" OG STOPS. Southold, New York 11971 3. ALL DOORS TO BE PAINT GRADE MDF U.O.N. ON 1000-077.00-02.00-015,000 2. WINDOW GLAZING SHALL COMPLY WITH HAZARDOUS LOCATION AS DOOR SCHEDULE. SET FORTH BY 2015 IRC R308.1 AND MEET THE CRITERIA FOR CATEGORY I I AS INDICATED IN 2020 RCNYS R308.3 SEE GN-04 4. FINAL QUANTITY TO BE VERIFIED BY CONTRACTOR. 5. AT POCKET DOOR UNITS, ADD 1" TO LEFT HAND SIDE 3. ALL BEDROOM WINDOWS MEET EGRESS REQUIREMENTS AND STILE (FROM'A'TO'B') AND TOP RAIL TO ACHIEVE CONFORM TO 2020 RCNYS, PART R310.1.1. SUCH OPENING SHALL EQUAL STILES AFTER INSTALLATION OF FINISHED When a registered design NOT IMPEDE EGRESS IN AN EMERGENCY, SHALL HAVE A MIN. AREA JAMBS AT TRIM. professional has stamped and OF FIVE (5.7) SQ.FT, WITH A. MIN. DIMENSION OF 20" IN WIDTH, AND 6. VERIFY ALL SWINGS WITH PLANS. signed this page(blue ink), they MIN. DIMENSION OF 24" IN HEIGHT, WITH BOTTOM OF OPENING NO are attesting that to the best of HIGHER THAN 42" A.F.F. 7. ALL DOORS, DOOR TRANSOMS, AND ADJACENT his/her knowledge, belief, and SIDELITES TO BE TEMPERED GLASS,AS PER 2020 professional judgement, such 4. 'WEATHER SHIELD' REPRESENTATIVE IS TO FIELD MEASURE EXISTING NYSRC plans and/or specifications are in compliance with the latest WINDOWS, TO BE REPLACED & IS TO FIELD VERIFY EXISTING R.O./ New York State Building Code. M.O. PRIOR TO ORDERING REPLACEMENT UNITS. IN COORDINATION W/GENERAL CONTRACTOR. @ copyright 2024 5. ALL EXTERIOR WINDOWS AND GLASS DOORS SHALL BE DESIGNED TO WINDOW SPECIFICATION: RESIST THE DESIGN WIND LOADS SPECIFIED IN TABLE R301.2(2) SERIES: SIGNATURE ADJUSTED FOR HEIGHT AND EXPOSURE PER TABLE R301.2(3). UNITS < ' SHALL BE TESTED BY AN APPROVED INDEPENDENT LABORATORY, AND INTERIOR FINISH: PRIMED WHITE BEAR A LABEL IDENTIFYING MANUF. PERFORMANCE EXTERIOR FINISH: WHITE r + CHARACTERISTICS AND APPROVED INSPECTION AGENCY TO HARDWARE: RUSTIC BRONZE INDICATED COMPLIANCE WITH THE REQUIREMENTS OF 5/8" SDL MUNTIN BARS AS PER ELEVATIONS AAMA/NWWDA 101/1.S.2. NOTE: CORDINATE FINAL COLOR AND OPTION 6. WINDOWS SHALL HAVE GLAZED OPENINGS PROTECTED FROM SELECTION WITH OWNER PRIOR TO ORDERING WIND-BORNE DEBRIS MEETING THE REQUIREMENTS OF THE LARGE MISSLE TEST OF ASTM E 1996 AND OF ASTM E 1886 REFERENCED Registered thru 02/26/2026 THERIN. PROTECTIVE PLYWOOD PANELS SHALL BE MARKED AND STORED ON SITE. FILE: 23370 7. 'WEATHER SHIELD' REPRESENTATIVE IS TO SUPPLY THE CONTRACTOR SCALE: WITH LATEST CUTSHEET OF R.O. AND M.O. FOR SPECIFIED UNITS. CONTRACTOR TO COORDINATE REQUIRED OPENINGS. AS NOTED DRAWN BY: 8. CONTRACTOR TO COORDINATE UNIT SIZE, REQUIRED R/O AND M/O RWC WITH WINDOW MANUFACTURES SHOP DRAWINGS SHEET: 4x4 AGO POST,WITH MP544Z I 10" SQUARE GOLUMN5,G4 4 E34 I MOMENT POST BASE BY A-4 BY 'EXECUTIVE ARCHITECTURAL A-4 51MP50N 5TRON6 TE,TYPICAL MILLWORK' -__— _ Robert Conway R.A. :k ---- DOUBLE DECK JOIST ----DOUBLE DECK JOIST---- - y'lr, 2x12 AGQ STi�IN6ER5 ® I6" O.G. —-------------- ------ ------------- Ii IS" DIAMETER POURED ' ' II CONCRETE 5ONOTU6E I u- III I I I East Norwich, New Youk 11732 I' ® MIN. 36' BELOW GRADE ' - I,' ON VIRGIN 501L,TYPICAL) I .i it II a II I I I II II II II I I � II II II II II I I II II II II I ills I l p I � O ( I I Is LL I II II II II " vAll I"1-10 I I II II II II —icv I II I - < II _II II II I '� IIIIN I � cV � I CV II It II II II 1 I I II II II II I 516 . 509 .3846 Phone x A- = x II II II II If I I j II II II II RobertWConway3@gmail.com I� I� pry ry II II II II II 2 I I j II II II II 2 I II II II II II I DECK ABOVE I I II II II II LINE OR A-4 j 2x8 ACQ I 2x8 AGO I 1 J1 11 i 1—4—IL JI—Jl—�I A� 1 I CANTILEVER DECK J015T® 12" O.G. �i DECK J015T® 12" O.G. _______ - -- --(2)2X8 FLUSH RIM-BEAM_ _ - ______ I - -ABOVE - - - --- 1 I------------ ----------------- � -- _ --- _ - - -- _ -_ I — — -- DATE ISSUED: 1' I I 2x8 AGQ LEDGER W/THUNDERBOLT ----- --- 1 _---- - I - - III I I i I 1 1 I 001 002 I o03 10-15-2023-Working Drawings _—.� I `L®IMP—G_ TA I— J i' e e I e 10-3-2024- Issued for Permit J _J r-------------------- --- ------- -------L----�'�=------ --�—_ +------------- l III I I R-,,,- = I I I III I — — � I I - I I I I ING NRY ��_ '- I I r o INF LL EX ST MASO I I I � � I I III I III I --- - -- � o SGHLUTER KERDI WATC-RPROOFIN6 II I I 1 OPENIN6 WITH GMU BLOGKl �I /� ,'� 1 JJ I ,- I I I I T-IN B GH L O UNDRI=LAYMENT SYSTEM TO BE N -------GROUTED-50LID WITH N0�11 r II L J cn I I _.o ....o -I z I T 2*y'_ I7Y f- U5ED IN ALL NET SPACES. 1z 1 1 I I SHRINK GROUT r I; --- v l I I, _ �' I I I - - - QED �n (INDICATED WITH TILE HATCH) � uz IIII° I o - I " D I , OK#' I � I �� I I � ciJ H I I�� O O i � i 5 _ 3�" 004 L_J X --1—t- - I ~ I r-� IaJ I D- � -�---� - I / — I I dZi ZD IIII _ ------------ III x ....- ° I L----I-L=__ I J� ®i 4� 006 -«v r �REGREAION ROOM ° I �) 002 - I Iv INDIGATE5 FIR5T FLOOR u5 O I I 1 FRAMING ABOVE U i I I I 003 005 I II IIII I I d - �- ----- j I Q GOAT -_] E__ =L TRIM OUT EXISTING EXISTING STEEL COLUMN I :. I STEEL GOLUMN CONGEAL IN WALL FRAMING - •1 I REINFORCED CONCRETE I EXI5T1N6 (3)2x8 DROPPED ----- p I 004 I ----- = -- - --- - --- - II ---- I � � 10'-10° -- I ----� �I I no oil TYPE 'X' 5/8" 6.WB. - I ALL WALL5 AND GEILIN65 STAIRS 4 RAILING TO =' `) I !I C'f ii o - I MAINTAIN 3/4 HOUR FIRE _ CONFORM TO iR311 8 - -- I I� I ii I II - -- u O UI ul I - v 5EPARATION BETWEEN - 12 OF 2020 RGNY5 - -- I I r� I o0s <! 11� 11 III �i� Q - -_ `)�I li I e GARAGE LIYIN6 SPACES G.L. 008 STAIR SHOP DRAWIN6 �o - -- BEDROOM#2 q 0005 I, I I ii L� I �_ II �y I® lc"� I EXISTING TO BE APPROVED BY =cv iu — _ sD z DOUBLE DECK JOIST IS 1 I ST 6E ARCHITECT BEFORE - - _ sD :) '*' -------_---------- I I �I -- - I - II --------- ------- GARAGE FABRICATION chi -- - ,! INFIH EXI5TIN6 MASONRY WITH 1�BAfZ,® 120�ISTING I I OPENING WITH GMU BLOCK (�x8 FLUI I I I I 6ROUTED 50LID WITH NON (VERTICAL).MIN. 8" EMBEDMENT I 1009 EXISTING WATER SERVICE 010 10-oil / \ I I I SHRINK GROUT i WITH EPDXY. TYPICAL @ ALL NEW I I �I "� PROVIDE FLU5H AGGE55 V V I -OLD FOUNDATION CONNECTIONS I in ---- -------------J L------ ---- - -�_.�--- ------------------ J PANEL FOR SHUT-0OFF L EXISTIN CONCRETE HEADER _, _ L77 ------- -- -------- --- -C1 x -I I I I- �xS FLUSR- EX. ELEG�IG 00 F :3 006 ,I UNEXGAYATI=DITS e UNEXGAVATED � STOOP ABOVE I ;�• I I • STOOP ABOVE .''. 2 L 8" POURED GONG1RETE - --- 6-0a --- -- --------- • '••. :. FOUNDATION WALL ON Sxib '� I ------ - KEYED FOOTING. MIN 36" --------- ---i 1 '-4' BELOW GRADE ON VN261N SOIL ., _____ POURED CONCRETE SLAB 8" POURED CONCRETE : _____ ---- -- X6 lo/lo WWM�REINFORGIN6 ' --------- CONWAY CHEEK WALL,COORDINATE --------- - .b" GLEAN COMPACTED FILL WITH FINAL 6RADIN6 IN MAX. 12" LIFTS RESIDENCE 1 Foundation Plan 2 Basement Finish Plan -'- 2450 Cedar Drive A'1 SCALE : 1/4" = V-0" A'1 SCALE : 1/4°= 1'-0" Southold, New York 11971 1000-077.00-02.00-015.000 When a registered design professional has stamped and signed this page(blue ink), they GENERAL NOTE: are attesting that to the best of his/her knowledge, belief, and THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH professional judgement, such THE GENERAL NOTES SHEETS(GIN 1-4)AND CONTACT ARCHITECT IN WRITING OF ANY plans and/or specifications are CLARIFICATIONS NEEDED PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTORS SHALL in compliance with the latest ALSO NOTIFY THE ARCHITECT IF ANY DISCREPANCY OCCURS BETWEEN ACTUAL FIELD CONDITIONS New York State Building Code. AND DRAWINGS. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN © copyright 2024 THE FIELD PRIOR TO CONSTRUCTION. Legend FRAMING NOTES: WINDOW&DOOR NOTE: CONCRETE NOTES: PROVIDE 1 1/8"X 1 1/4" DEEP SAW CUT CONTROL JOINTS AT 20'O/C MAXIMUM EACH WAY IN ALL PROVIDE ALL SLEEVES AND FOUNDATIONS VENTS AS REQUIRED BY CODE. GENERAL CONTRACTOR TO COORDINATE ALL ALL WINDOWS AND DOORS TO BE PROVIDED WITH A HEADER AS BASEMENT, PORCH,AND GARAGE SLABS ON GRADE. CUT JOINTS WITHIN 24 HOURS OF PLACING PROVIDE CONTINUOUS REBAR IN THE FOOTING AND A CONTINUOUS 2 X KEY BETWEEN THE r FRAMING IN FIELD IN ORDER TO RECEIVE PROPER PLUMBING ROUGH IN FOLLOWS UNLESS OTHERWISE NOTED ON PLANS: THE SLAB. EXISTING CONSTRUCTION: MULTI SENSOR SMOKE AND AND CENTERING OF ALL ELECTRICAL FIXTURES, SEE PLUMBING RISER, UP TO 4'-0"TO BE PROVIDED WITH (2)2x8 HEADERS; FOOTING AND FOUNDATION WALL,AS NOTED ON PLANS. i 8x16 CMU FOUNDATION WALLS CARBON MONOXIDE DETECTOR AND ELECTRICAL PLANS UP TO 8'-0"OPENINGS SHALL BE PROVIDED WITH (2)2x12 PROVIDE 245 BARS OVER AND 244 EACH SIDE OF ALL OPENING IN WALLS. BARS TO BE 1 1/21, 16"x8" P.C. FOOTINGS INSTALLED PER 2020 RCNYS CLEAR OF AND EXTEND 12 INCHES PAST OPENING. PROVIDE WALL REINFORCING AS INDICATED ON THE STRUCTURAL PLAN. ------ FIRE BLOCKING AS PER 2020 RCNYS SST n4r,�tiF. MULTI SENSOR SMOKE DETECTOR GENERAL CONTRACTOR TO VERIFY ALL WINDOW AND DOOR TYPES, PROVIDE BITUMEN EXPANSION JOINTS BETWEEN SLABS AND FOUNDATION WALLS. J� ,10 NEW CONSTRUCTION: sn INSTALLED PER 2020 RCNYS SIZES, COLOR ETC. W/OWNER PRIOR TO ORDERING CONCRETE USED FOR EXTERIOR WALKWAYS AND SLABS SHALL HAVE A MAXIMUM WATER TO \�C F NEi SEE GN-1-4 FOR ALL STRUCTURAL STRAPPING, HOLD DOWN DETAILS. CEMENT RATIO OF 0.45. PROVIDE WELDED WIRE MESH REINFORCED IN SLABS AS INDICATED ON THE DRAWINGS, 8"P.C. FOUNDATION WALLS AND FASTENER SCHEDULE HAZARDOUS GLAZING SHALL COMPLY WITH NYS CODE R308.1 AND MEET ALL FOUNDATION WALLS, FOOTINGS AND SLABS SURROUNDING BASEMENT AREA SHALL BE _ -----_ 16"x8" KEYED P.C. FOOTINGS T-,,, MULTI SENSOR HEAT DETECTOR THE CRITERIA FOR CATEGORY 11 AS INDICATED IN 2020 RCNYS R308.4 PROVIDE THE FOLLOWING CLEARANCES FOR REINFORCING STEEL TO: COATED WITH AQURON CPT-2000 AS PER MANUFACTURERS SPECIFICATIONS. Registered thru 02/26/2026 INSTALLED PER 2020 RCNYS SEE FRAMING PLANS FOR ALL STRUCTURAL FRAMING DIRECTION AND CAST AGAINST SOIL 3" FILE: EXISTING CONSTRUCTION: ### MAGNITUDE. ALL WINDOWS&DOORS TO BE BY'WEATHER SHIELD'. MUNTIN BARS AS EXPOSED TO WEATHER(FORMED) 1 1/2" CONTRACTOR TO PROVIDE CYLINDER SAMPLES(3 PER TRUCK)TO BE SENT TO A TESTING LAB TO 2x4 EXTERIOR WALLS e WINDOW TAG SEE SC-1 23370 2x4 INTERIOR WALLS U.O.N. X PER ELEVATIONS. 4-9/16"JAMBS. FINISHES AS SELECTED BY OWNER. NOT EXPOSED TO WEATHER 1" BE BROKEN OPEN AND TESTED AT 7, 14 AND 28 DAYS RESPECTIVELY. NOTIFY ARCHITECT OF INTERIOR FINISH NOTES: HARDWARE AS SELECTED BY OWNER. NEW WINDOW IN EXISTING 2X4 RESULTS WITHIN 24 HOURS OF OBTAINING SAME. CONTRACTORS TO SUBMIT DELIVERY RECEIPTS SCALE: NEW CONSTRUCTION: WALL CONSTRUCTION TO HAVE 4 9/16"JAMBS. GENERAL CONTRACTOR ALL WORK TO BE PERFORMED IN CONFORMANCE WITH THE LATEST STANDARDS FOR PLACEMENT INDICATING THE VOLUME AND STRENGTH OF CONCRETE DELIVERED. O DOOR TAG SEE SC-1 ALL WALLS AND CEILING FINISHES SHALL HAVE AFLAME-SPREAD TO FIELD VERIFY TO INSURE PROPER JAMB SIZES PRIOR TO PLACING OF CONCRETE AS SET BY THE A.C.I. AS NOTED 0 2x4 EXTERIOR WALLS CLASS OF NOT GREATER THAN 200 AS PER SECTION R319 ORDER. ALL CONCRETE TO BE POURED MONOLITHICALLY,WITHOUT COLD JOINTS, UNLESS SHOWN 2x4 INTERIOR WALLS U.O.N. ALL CONCRETE OR MASONRY WORK SHALL BE DONE DURING TEMPERATURES OF 28 DEGREES F. OTHERWISE OR PERMISSION IS OBTAINED IN WRITING FROM THE ARCHITECT PRIOR TO DRAWN BY: ❑ POST ABOVE BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS W/ ALL BEDROOM WINDOWS MEET EGRESS REQUIREMENTS AND AND RISING MIN. PLACEMENT. RWC _ TO BE REMOVED INSTALLED SHOWER HEADS AND IN SHOWER COMP. SHALL BE CONFORM TO 2020 NYSRC, PART 310.1.1. SUCH OPENING SHALL NOT ■ SOLID POST IN WALL OR COLUMN FURNISHED W/A NON-ABSORBANT SURFACE. SUCH WALL SURFACES IMPEDE EGRESS IN AN EMERGENCY, SHALL HAVE A MIN. AREA OF (5.7) NO CONCRETE SHALL BE PLACED ON FROZEN SURFACES. INTERIOR BASEMENT SLAB ON GRADES TO HAVE SYNTHETIC FIBERS WITH NO WELDED MIRE SHEET: r SOLID POST ON A 30"00"x18" SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6FT ABOVE THE SQ.FT, WITH A MIN. DIMENSION OF 20"WIDTH/24" HEIGHT WITH BOTTOM MESH. APPLY FIBERS TO MIX AT DOSAGE AND IN ACCORDANCE WITH MANUFACTURERS I I POURED CONCRETE FOOTING ___ FLOOR. ANY GLAZING IN SHOWER STALL TO BE TEMPERED GLASS AND OF OPENING NO HIGHER THAN T-6"ABOVE FINISHED FLOOR. NO ADDITIVES SHALL BE ALLOWED WITHOUT WRITTEN PERMISSION OF THE ARCHITECT. RECOMMENDATIONS. GARAGE AND TERRACE SLABS DO NOT HAVE FIBERS AND HAVE WELDED A- 1 NEW HEADER OR GIRDER WIRE MESH. I--J CONFORM TO 2020 RCNYS R308.1 A-4 A-4 r` -- -----___--_ 22 ____________________________ _____________ � —`-----_______--__ ��� Robert Conway R.A. 36 HIGH GLAIRDRAIL PER 2020-RLNY5 j 36" HIGH HANDRAIL 401-2" II II III Ili ,� `I 6334 Northern Boulevard I PER 2020 RCNYS 19'-512'- ill II East Norwich, New York 11732 4'-0' 3'--2�' DECK II I I I 1 I I I W/55. A5TENERS - j I I I I ill I I I I I I I RobertWConway3@g ahl com SGHLUTER KLFDI WATCRPROOFIN6 III I I I I I l I I DN EQ I I I I I A,4 UNDRELAYMENT SYSTEM TO BE I I I I I I I I Ax, I I I I RIS i USED IN ALL NET SPAGES. III I I I I I I I e111 11z (INDICATED WITH TILE HATCH) e III II III ��L 11 L f 110 ---� - ill P11LR3m- O -mKvv 3 n -Kv ry I1IIIIIII 1 IIIIIi �LIIiIIII ---I - -I 1JIIil iiIi1111ttIt 1D0A-1T5-E20 2IS3 S-Working Drawing s r 10-3-2024- Issued for Permit BIDE 11 r TEMP. GLASS18■x -4nF51 II I" 12-In b e109 OVA r TCHN POSEDKI WIC. LIFETIME ARCHITECTURAL ASPHALT r Ll� ROOF SHINGLES. COLOR AND STYLE L--2 c I TO BE SELECTED BY OWNER - 111 1 II I I € ----� - I----36x78 15LAND fill 114 I I III PROVIDE ICE 4 WATERSHIELD I L II 203 108 ------ — M � �I I COORDINATE FINAL I 103- e III i III EXTENDING FROM EAVE TO MIN.36" it - �J I -- --------------------,rl I I III ON'ROOF FROM EXT. WALL ITW Nil 1 CABIWMY AND APPLIANCE m Iii i III A5 PER 2020 NYSRG LAYOUT W/KITCHEN DESIGNER PROPOSE I III I N I I I SHOP DRAWINGS OWNER °%� m 105 FOYER -r�- 104 I in � I r-------- � II �j 20z 107 I TIN ¢y ____ 53"xbO" TRIMMED OPENING — 4 i II I I ———— -► III — I cry " N GREAT o ___ cn _ _ Q I I I III I EXISTING ASPHAI 'RIDGE GAP,WITH CONTI �RTU6� 11 III ROOM N Q III I I I I r -I I III I zM1 106 -bNA lIiIi - I EX STING FULLY FL ASHED Ii rI ------ CMNEY CRICKET --- ----- -------------_ L_-- U I EX 1 �J i _ iE ISTING EXISTING iSTING GMU CHIMNEY ® Y1N.24" ABOVE,LIVING BEDROOM #I AN POINT WITHIN 10'-0"10'-0' ROOM IIIII IIII I q III i -J i 361 HIC711 6UM RAIL PER 20201RGNY5 ° n n — III ,! 2' 2"-" III " " ■ — n _r'' Z 5 II 8 15-3 I 1101 I �- I e105 I iii e'y I I, i i i 1I III .., Al _ = _— ----- ------ =-- — _ 104 1oz 101 36 HIGH 116 —' � I I - l M K � I e103 e e I POR IGO I H H H I —L 16UA1RDRAIL PROVIDE GUARDS AT ALI- PORGHE 5,BALGONIES OR PER�020 I RAISED FLOOR 5URFAGE5 AS PEAR V316. PORCHES 12.. BALCONIES OR'RA1SED FLOOR SURFACES LOCATED A-4 A-4 1 wC'S 8" ` I I 2 1 04 MORE THAN THIRTY INCHES (30") ABOVE THE FLOOR o � --- COLUMNS,EG � l I i A-4 �10 B4 BY 'EXEGUTIYE I OR GRADE BELOW SHALL. HAVE GUARDS NOT LF55 � A�RGHITEGTURAL A-q. I t � THAN THIRTY-SIX INCHES(36') IN HEIGHT. — — — —— I I 1 MILLWORK' I I r-------------- 2'- 3'-T4" 2'4 6'2" 11-3 —— — ———— 8'-11" 5-5" I I I I —-------------- II 12 L--------------�I ---- I I I----------------� 401 2„ -- - - ----------- ii --------------� 36" HIGH HANDRAIL CONWAY I I PER 20201RGNY5 RESIDENCE 1 First Floor Plan 2 Roof Plan 2450 Cedar Drive A-2 SCALE : 1/4" = F-0" �.A-2 SCALE : 1/4"= F-0" Southold, New York 11971 1000-077.00-02.00-015.000 When a registered design professional has stamped and signed this page (blue ink), they GENERAL NOTE: are attesting that to the best of his/her knowledge, belief, and THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH professional judgement, such THE GENERAL NOTES SHEETS (GN 1-4)AND CONTACT ARCHITECT IN WRITING OF ANY plans and/or specifications are CLARIFICATIONS NEEDED PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTORS SHALL in compliance with the latest ALSO NOTIFY THE ARCHITECT IF ANY DISCREPANCY OCCURS BETWEEN ACTUAL FIELD CONDITIONS New York State Building Code. AND DRAWINGS. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN © copyright 2024 THE FIELD PRIOR TO CONSTRUCTION. FRAMING NOTES: WINDOW&D NOTE: �J � o DOOR O ROOFING NOTES: �' ;;� ��ti,�\ Legend -, SEE SITE PLAN FOR ALL DRAINAGE SCHEDULE AND DRYWELL PLACEMENT. / - GENERAL CONTRACTOR TO COORDINATE ALL ALL WINDOWS AND DOORS TO BE PROVIDED WITH A HEADER AS FLASHING TO BE 0.04 ALUMINUM MIN. UNLESS OTHERWISE NOTED. _----_ FRAMING IN FIELD IN ORDER TO RECEIVE PROPER PLUMBING ROUGH IN FOLLOWS UNLESS OTHERWISE NOTED ON PLANS: ALL FLASHING AT MASONRY VENEERS TO BE 16 oz COPPER PROVIDE ALUMINUM EAVE FLASHING AT ALL GUTTER/EAVE CONDITIONS, LAP INTO GUTTER EXISTING CONSTRUCTION: p; MULTI SENSOR SMOKE AND AND CENTERING OF ALL ELECTRICAL FIXTURES, SEE PLUMBING RISER, UP TO 4'-0"TO BE PROVIDED WITH (2)2x8 HEADERS; , 8x16 CMU FOUNDATION WALLS CARBON MONOXIDE DETECTOR AND ELECTRICAL PLANS UP TO 8'-0"OPENINGS SHALL BE PROVIDED WITH (2)2x12 FLASHING TO EXTEND MIN. 8" UNDER SHINGLES PROVIDE R-30 (UNLESS NOTED OTHERWISE) UNFACED FIBERGLASS BATTS TO FIT SNUG 16"x8" P.C. FOOTINGS INSTALLED PER 2020 RCNYS BETWEEN CEILING JOISTS,AND 4 MIL POLY VAPOR BARRIER IN SLOPED CEILINGS OR ------ MULTI SENSOR SMOKE DETECTOR FIRE BLOCKING AS PER 2020 RCNYS GENERAL CONTRACTOR TO VERIFY ALL WINDOW AND DOOR TYPES, PROVIDE COUNTER FLASHING TO LAP OVER STEPPED FLASHING 3 INCH MINIMUM AND TO RUN ELSEWHERE, IN NO CASE SHALL THERE BE LESS THAN 1 INCH CLEAR AIR SPACE ABOVE ------ sD SIZES, COLOR ETC. W/OWNER PRIOR TO ORDERING BETWEEN BRICK AND UP INTERIOR VERTICAL FACE 1 INCH MINIMUM. IF APPLICABLE INSULATION. NEW CONSTRICTION: INSTALLED PER 2020 RCNYS SEE GN-1-4 FOR ALL STRUCTURAL STRAPPING, HOLD DOWN DETAILS. 8"P.C. FOUNDATION WALLS MULTI SENSOR HEAT DETECTOR AND FASTENER SCHEDULE HAZARDOUS GLAZING SHALL COMPLY WITH NYS CODE R308.1 AND MEET INSTALL THROUGH WALL FLASHING AT INTERSECTION OF CHIMNEY&ALL ROOF PENETRATIONS. PROVIDE POLYSTYRENE BAFFLES TO UNDERSIDE OF ROOF SHEATHING AT ALL EAVES AND AT ------ 16 x8 KEYED F.C. FOOTINGS (iD THE CRITERIA FOR CATEGORY 11 AS INDICATED IN 2020 RCNYS R308.4 ALL CATHEDRAL CEILING SPACES FOR MINIMUM"IRSI"CLEAR AIR PASSAGE. Registered thru 02/26/2026 INSTALLED PER 2020 RCNYS SEE FRAMING PLANS FOR ALL STRUCTURAL FRAMING DIRECTION AND APPLY WATER AND ICE SHIELD EXTENDING 24"MIN. FROM INT. OF EXTERIOR WALLS AND 36" EXISTING CONSTRUCTION: MAGNITUDE. ALL WINDOWS&DOORS TO BE BYEATHER SHIELD'. MUNTIN BARS AS WIDE @ EA. SIDE OF VALLEYS. ALL INSULATED CEILING SPACES TO BE PROVIDED WITH CONTINUOUS 2"ALUMINUM SOFFIT FILE: 'W 0 2x4 EXTERIOR WALLS #X# WINDOW TAG SEE SC-1 PER ELEVATIONS. 4-9/16"JAMBS. FINISHES AS SELECTED BY OWNER. VENT AT SOFFIT AND RIDGE FILTER SHINGLE VENT AS MANUFACTURED BY'ROLL VENT' (OR 23370 2x4 INTERIOR WALLS U.O.N. INTERIOR FINISH NOTES: HARDWARE AS SELECTED BY OWNER. NEW WINDOW IN EXISTING 2X4 ALUMINUM GUTTERS WITH BAKED WHITE ALUMINUM FINISH TO BE PROVIDED AND INSTALLED EQUAL)AT RIDGE. WHERE CATHEDRAL CEILING ROOF MEETS A VERTICAL WALL PROVIDE FLASH SCALE: NEW CONSTRICTION: WALL CONSTRUCTION TO HAVE 4 9/16"JAMBS. GENERAL CONTRACTOR AT ALL ROOF DRAINAGE AREAS. GUTTERS TO BE SUPPORTED AT A MAXIMUM OF 60"O.C.WITH FILTER VENT AS MANUF. BY'AIR VENT'(OR EQUAL) O DOOR TAG SEE SC-1 ALL WALLS AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASS TO FIELD VERIFY TO INSURE PROPER JAMB SIZES PRIOR TO PLACING SPIKE AND FERRULE. PROVIDE EXPANSION JOINTS WHERE LENGTH EXCEEDS 40'-0". ALUMINUM AS NOTED 2x4 EXTERIOR WALLS OF NOT GREATER THAN 200 AS PER SECTION R319 ORDER. DOWNSPOUTS W/BAKED ALUMINUM FINISH, COLOR TO MATCH GUTTER. PROVIDE PROVIDE ROOF VENT PROTECTION AGAINST THE ENTRANCE OR RAIN OR SNOW. VENTILATION 2x4 INTERIOR WALLS U.O.N. DOWNSPOUTS AT 40 LINEAR FEET MAX. OPENINGS SHALL BE PROVIDED WITH CORROSION RESISTANT WIRE MESH,WITH ONE EIGHTH DRAWN BY: ❑ POST ABOVE BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS W/ ALL BEDROOM WINDOWS MEET EGRESS REQUIREMENTS AND CONFORM DOWNSPOUTS MINIMUM TO ONE QUARTER INCH MAXIMUM OPENINGS. THE TOTAL NET FREE RWC _ TO BE REMOVED INSTALLED SHOWER HEADS AND IN SHOWER COMP. SHALL BE TO 2020 NYSRC, PART 310.1.1. SUCH OPENING SHALL NOT IMPEDE PROVIDE ALL END CAPS, ELBOWS, SHOES, EXPANSION JOINTS, LEAF STRAINERS AND STRAPS VENTILATING AREA SHALL NOT BE LESS THAN ONE TO ONE HUNDRED FIFTY OF THE AREA OF ■ SOLID POST IN WALL OR COLUMN FURNISHED W/A NON-ABSORBANT SURFACE. SUCH WALL SURFACES EGRESS IN AN EMERGENCY, SHALL HAVE A MIN. AREA OF (5.7) SC.FT, FOR A COMPLETE INSTALLATION,WITH BAKED ALUMINUM FINISH, COLOR TO MATCH GUTTER. THE SPACE VENTILATED. WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL SHEET: r SOLID POST 014 A 30"x30"x18" SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6FT ABOVE THE FLOOR. WITH A MIN. DIMENSION OF 20"WIDTH/24" HEIGHT WITH BOTTOM DF NOT BLOCK THE FREE FLOW OF AIR. A MINIMUM OF ONE INCH SPACE SHALL BE PROVIDED I ® I POURED CONCRETE FOOTING NEW HEADER OR GIRDER ANY GLAZING IN SHOWER STALL TO BE TEMPERED GLASS AND OPENING NO HIGHER THAN T-6"ABOVE FINISHED FLOOR. PROVIDE 4 INCH SD35 PVC PIPING TO CONNECT DIRECTLY TO DRYWELL WHERE APPLICABLE. BETWEEN THE INSULATION AND THE ROOF SHEATHING AT THE LOCATION OF THE VENT. A-2 L -J CONFORM TO 2020 RCNYS R308.1 Robert Conway R.A. 6334 Northern Boulevard East Norwich, New York 11732 PROVIDE ICE 4 HATER SHIELD EXTENDINC7 FROM EAVE TO MIN.36" ON'ROOF FROM EXT.HALL PER 2020 NY5RG P1 516. 50 9 . 3846 P h o n e EX15TIN6 A5PHALTRI06E CAP,WITH r,0NTINU0L6RI0r-,E VENT /T*% T.O.RIDGE S 14 LT RID6E CAP,WITH GONTINM RID6E VENT — — — — — — — — — — — — — — — — — — o ert onway3 gmail.com EL. (+0'-0") 12"- 2- EK. 12" ASPHALT-RIDGE CAP DATE ISSUED: 10-15-2023-T.O.1ST FL.PLATE Working Drawings T.O.WINDOWS/PATIO DOOR 10-3-2024-Issued for Permit EL.=(+7'-OY4")T-0"ABV 13T FL. L- T.O.WINDOWS/INT.DOORS 2 EL. (+6'-8Y4")6'-8"ABV I ST FL. /104 /103\ /102\ 101 0 /116\ 115 /114\ II L L 0I II36" H16H GUM) RAIL PER 2020 0 3b" H16H aARDRAIL PER 20201RLNY5 11 36" HIGH HANDRAIL (5UARE),RAIL II O PM 2020-RGNY5 II II /T\ T.O.1ST FL,SUBFILOOR /7'N T.O.WINDOWS/DOORS 7777 7 \dJ EL.=(-1'-Zy4") 6'-8"ABV SLAB -/0 'K- 007 06 DATUM ELEVATION 15 1 1 92� /004\ 1 1 ESTABLISHED TO BE 0I-oil 1 1 \2-1 \2-1 COIL"11RAP AT TOP OF FR5T FLOOR 5UBFLO0R. ALL ELEVATIONS 301 36' H16H HANDRAIL VJARV'RAIL 1 ARE TAKEN FROM TH15 0'-0". \� � PER 2020 /1"%\ T.O.BASEMENT SLAB r, L-1 ri L------------------------------------------------------------------------------ -------------------------------------------- Front Elevation (Cedar Drive) ("-2 Right Elevation (Birch Avenue) SCALE : 1/4"= 1'-0" A-3 SCALE : 1/4"= 1'-0" PROVIDE ICE $ HATER 5HIELD EXTENDING CONWAY FROM EAVE TO MIN. 36' ON'ROOF FROM EXT. HALL PER 2020 NY5RG RESIDENCE ASPHALT-RIDGE GAP,WITH GONTINUOU5-RIDGE VENT /-IN T.O.RIDGE A5PHALT RID6E CAP,WITH(ONTIM)OU5-RIP6E VENT ---- EL. (+0'-0") GAP, NT1XXl5' ID6E ,n - - - - - — - — 2450 Cedar Drive 12" ) 142- 12" Southold, New York 11971 6-1 X. EX- 1000-077.00-02.00-015.000 ffi!O 2\ \ T.O.1ST FL.PLATE 1 203 /201\ M EL.=(+8'-1Y4") WINDOWS/PATIO DDOR Ji i - - i I - - - EL.-(+7'-OY4")T-0"ABV 13T FL. 112 / N T.O.WINDOWS I INT.DOORS professional has stamped and \�U EL. (+6-8Y4" ' ")6-8 ABV 13T FL. K /-11 A ' Irl-O�8 e signed this page(blue ink), they/110/113\ 102 1 1 /109 /10-6 are attesting that to the best of his/her knowledge, belief, and professional judgement, such 36 1`116H GUARD-RAIL PER 2 'RGNY5 36" HIGH GUARDRAIL PER 2020 plans and/or specifications are L - J n compliance with the latest New York State Building Code. -------- /T"\ T.O.1 ST FL.SUBFLOOR @ copyright 2024 (+0'-0") --------------- EL.=(-I'-7y") 6'-8"ABV /003\ /002\ DATUM ELEVATION 15 /008\ \ C / e ESTABLISHED TO BE 0I-0 N II' A r` �� �\'z`�AT TOP OF FIRST FLOOR �4=) SUBFLOOR. ALL ELEVATIONS A-RE TAKEN FROM TH15 O'-O"n I T.O.BASEMENT SLAB 0 T-N --------= ------------ ----i --r EL. T-1 1 -171 Or L—-----——————————————————————————————————————————————————— ---———————————————————— ———————————————————————————————————————————— Registered thru 02/2612026 FILE: 23370 SCALE: AS NOTED r3 -�� Rear Elevation (--4� Left Elevation DRAWN BY: RWC SCALE : 1/4"= F-0" A-3 SCALE : 1/4"= 11-011 SHEET: A-3 Robert Conway R.A. 6334 Northern Boulevard East Norwich, New York 11732 —0— 516 . 509 .3846 Phone RobertWConway3@gmail.com PROVIDE ICE 4 WATER SHIELD EXTENDING PROVIDE ICE rI WATER SHIELD EXTENDING FROM EAVE TO MIN. 36" ON ROOF FROM FROM EAVE TO MIN. 36" ON-ROOF FROM EXT. HALL PER 2020 NYSRG DATE ISSUED: EXT. WALL PER 2020 NY5RG TYPICAL NEW-ROOF GONSTiRUGTION 10-15-2023-Working Drawings TYPICAL NEW-ROOF CONSTRUCTION LIFETIME ARGHITEGTURAL.A51PHALTRROOF 5HIN6LE5. 10-3-2024-Issued for Permit LIFETIME ARCHITECTURAL A5PHALTROOF 5HIN6L.E5. COLOR AND STYLE TO MATCH EXI5TIN6,ROOF FULLY FLASHED VALLEY COLOR AND STYLE TO MATCH EXISTING-ROOF 15 LB. BUILDING FELT 15 LB. BUILDING FELT �" GDX PLYWOOD 5HEATHIN6 EX. ASPHALT-RIDGE GAP, �" COX PLYWOOD SHEATHING 'ROOF-RAFTERS A5 PER STRUCTURAL PLANS TYPICAL TU ROOF CONSTRUCTION WITH GONTINUOU5-RIDGE VENT 'ROOF RAFTERS AS PER STRUCTURAL PLANS -RAFTER TIES AS PER STRUCTURAL PLANS TYPICAL EX.'ROOF GON5TRUGTION - -- _ - _ _ - _ _ -RAFTER TIE�AS PER - LAN5- _ T.O.RIDGE , - #—ter — - --- - - TH CONTINUOUS RIDGE VENT ARCHITECTURAL A5PHALTROOF 5HIN6LE5 ARCHITECTURAL ASPHALT GOOF SHINGLES - - _ I + 4],^ EL.-(+0'-0") ASPHALT GAP WI, 1�I� ,, - - - - "t u I---.1. E —_ 15 LS$UIL�1N61 EL T - - --- -- EX. 121 t f�I=I I � ��II EX. GDX PLYWOOD 5HEATH►N6 j l' Tf 1G 1 �,,,I �i L� - � 12 COX PLYWOOD SHEATHING -ROOF-RAFTER5 AS PER 5TRUGTURAL LANS 5" ;t _ _ ;+ G.T.5� 5 2 ;y 5" 'ROOF 1ZAFTER5 AS PER STRUCTURAL PLANS -RAFTER TIES AS PER STRUCTURAL P � C CRAFTER TIES AS PER STRUCTURAL PLANS P AIR BAFFLES P ;i ATTIC FLAT VALLEY t I; ,, 'i 2x_ FLAT VALLEY -R-30 CLOSED �2 AIR BAF L E5 CONTINUOUS SOFFIT Q&LER SEE 5 2 �''1i;., /' NAILER SEE 52 GEL INSULATION I t i;' CONTINUOUS SOFFIT TO-RIDGE t -30 GLO5ED 1 ty a�i` 1t ._yT TO-RIDGE _ _- ,�T.O.1ST FL.PLATE ;F, - NEW EX ERIOR WALL SY5TEI fi __ -CELL INSULATION-— - - - - - - —t - — _- _ - - - - EL.=(+8'-1Ya") - - - — — - - - - _ HARDI GLAPE RD 51DIN6 _ _ _ _ _ _ _ _ _ _ _ _ _ _ T.O.WINDOWS/PATIO DOOR _ _® UPSET 6_IRDER IN ro_AT`TIC SEE 5-1 � _ UPSET_GIRDER INTO ATTIC SEE 5-1__ - WEATHER-RESISTANT BARRIER - - - - — - - - - — -- - - - - - - EL.=(+T-0%")T-0"ABV 1 ST FL. - - - - t- - - - — -)-- - - - �- — - - - - - - " GDX PLYWOOD —Kv, SOFFIT T.O.WINDOWS/INT.DOORS I I - I I OFFIT 2xb 5TUD5 @ 16" oL.0,00 QI 15 IN6 EL._(+6'-8Y4")6'-8"ABV 1ST FL. I I RENOVATED I EXIS 16 — -REAT�ROOM NEW EXTERIOR WALL 5Y5TEM I I KITCHEN I LIVING ROOM I -R 21 INSULATION �+ — - I I y2 GYP.WALL BOARD Y HARDI CLAPBOARD SIDING I L^_ --�+ I 105 WOOD FLOOR 5Y5TEM WEATHER-RESISTANT BARRIER I I EXISTING TO 105 I TYPICAL WOOD FLOOR SYSTEM I EXIST] G EXTERIOR Y TEM 3 GOATS TAPE AND SPACKLE HARDWOOD FLOORS A5 SELECTED BY OWNER n I I BE-REMOVED �� -RED O CLAPBOARD - - ---..-- GDX PLYWOOD BY OWNER - -- - - -- GLUE It NAILED TO 50FLOOR I --- — _- GLUE 4 NAILED TO 5UBFLOOR RESISTANT BARRIER -- - -- � 2x6 ST(JDS® I6 or,. N.o.I� I I I _-----— 36' HIGH GUARD SAIL PROP05ED %4 PLYWOOD 5U$FLOOR \ 'R 21 INSULATION I I I EXI5TIN6 %N PLYWOOD 5UBFLO I' P WOOD PER 2020-RCNYS DECK 5LEEPER5 ON FLAT W/-RIGID INSULATION BETHI±N y. GYP.y, I 515TER NEW CANTI I FLOOR J015T SEE 51RUGTURAL PLANS FOR INFO EXI5TIN6-REINFORCED CONCRETE SLAB ! �, I J015T TO EACH,5 5-I -- _ I ON _ -- -- - I E- - - -- - - T.O.1(T FL)SUBFLOOR 3 GOATS TAPE AND SPACKLE \,Y,��,-,��,�,V,\�,�,41/2u 6YPSUh7 BDAfRp 3 GOATS T +E SPACKLE — \'' T.O.WNDOWS/DOORS DECK J015T SEE -I �R-15 BATT R_1 �-I GIRDER,PROTECT FROM WEATHER WITH EL.=(-1'-2Y,") 6'-8"ABV SLAB EXI5TIN6 GIRDER SEE A-1 SELF ADHESIVE AG-RYLIG FLASHING _ INSULATION DATUM ELEVATION 15 - 1 ION --------------__--- TYPE 5/8' 6.14B. ON E5TABL15HED TO BE 0'-0" DECORATIVE GOLUMN WRAP iv ALL WALLS AND CEILINGS SHOWN IN BAGK6F:OUND ; 005 EXI5TIN6 AT TOP OF FR5T FLOOR --lirlil= —Llf—lil- { o�.� -ui—I•--li-ill-1 — r- PROP051B7 EXISTING Sxlb GMU FOUNDATIONID=Iir=L!-L-!i!= ri I!i-III-, -Il-t 5TORA6E 5UBFLOOR. ALL ELEVATIONS -I -,!-11-r!-r RENOVATED t' �p 2"-Rlp61D DRO MAINTAIN 3/4 HOUR FIRE WALL ON Ibx&POURED " =11=1i_ '1-W=��L=lli=1 GA9 6E SEPARATION BETWEEN CONCRETE FOOTING.MIN 36" A-RE TAKEN FROM THI5 0 0 . -wl=Fill BATHROOM #2 AEG-REATION i IDi l INSULATION -L'=1 -ROOM -I I- �R-10 GARAGE 4 LIVING SPACE BELOW GRADE ON VIRGIN SOIL '-1i1-, 'I � I I ���i' EXI5TIN6 Sxlb GMU FOUNDATION T.O.BASEMENT SLAB WALL ON Ibxb POURED kU— — -- — — - - I -- --- — I��-III-III •u-n�li�� — — — ----- — --- — :L-_n!=i_;--il -nl-'il=nr -III-nn -ilr ilCol= EL._(-T-1r'> CONCRETE FOOTING. MIN 36" = I-_r '! - _ IIIIImil I'-RID61D EXI5TIN6 4' POURED CONCRETE _l__ _L,_ --1-11=' EXISTING 4' POURED i-------� 5TAIR5 4-RAILING TO BELOW GRADE ON VIRGIN SOIL -III-n INT - CONCRETE SLAB CONFORM TD R31I ✓I INSULATION SLAB PITCHED TO DOOR -u- =lll i-Mil -R312 OF 2020-RCNY5 1 Cross Section Great Room 2 Cross Section Living Room A-4 SCALE : 1/4"= P-0" A-4 SCALE : 1/4"= V-0" CONWAY RESIDENCE -.- 2450 Cedar Drive Southold, New York 11971 1000-077.00-02.00-015.000 GENERAL NOTE: THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH When a registered design THE GENERAL NOTES SHEETS(GN 1-4)AND CONTACT ARCHITECT IN WRITING OF ANY professional has stamped and CLARIFICATIONS NEEDED PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTORS SHALL signed this page (blue ink), they ALSO NOTIFY THE ARCHITECT IF ANY DISCREPANCY OCCURS BETWEEN ACTUAL FIELD CONDITIONS are attesting that to the best of AND DRAWINGS. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN his/her knowledge, belief, and THE FIELD PRIOR TO CONSTRUCTION. professional judgement, suchplans and/or specifications are in compliance with the latest New York State Building Code. FRAMING NOTES: WINDOW&DOOR NOTE: CONCRETE NOTES: PROVIDE WALL REINFORCING AS INDICATED ON THE STRUCTURAL PLAN. ROOFING NOTES: © Copyright 2024 PROVIDE 1 1/8"X 1 1/4" DEEP SAW CUT CONTROL JOINTS AT 20'O/C MAXIMUM PROVIDE BITUMEN EXPANSION JOINTS BETWEEN SLABS AND FOUNDATION SEE SITE PLAN FOR ALL DRAINAGE SCHEDULE AND DRYWELL PLACEMENT. GENERAL CONTRACTOR TO COORDINATE ALL ALL WINDOWS AND DOORS TO BE PROVIDED WITH A EACH WAY IN ALL BASEMENT, PORCH,AND GARAGE SLABS ON GRADE. CUT FLASHING TO BE 0.04 ALUMINUM MIN. UNLESS OTHERWISE NOTED. FRAMING IN FIELD IN ORDER li O RECEIVE PROPER HEADER AS FOLLOWS UNLESS OTHERWISE NOTED ON JOINTS WITHIN 24 HOURS OF PLACING THE SLAB. WALLS. ALL FLASHING AT MASONRY VENEERS TO BE 16 oz COPPER PROVIDE ALUMINUM EAVE FLASHING AT ALL GUTTER/SAVE CONDITIONS, LAP INTO PLUMBING ROUGH IN AND CENTERING OF ALL PLANS: GUTTER /��•�` == ` '�' ELECTRICAL FIXTURES, SEE PLUMBING RISER,AND UP TO 4'-0"TO BE PROVIDED WITH (2)2x8 HEADERS; PROVIDE 245 BARS OVER AND 244 EACH SIDE OF ALL OPENING IN WALLS. PROVIDE WELDED WIRE MESH REINFORCED IN SLABS AS INDICATED ON THE FLASHING TO EXTEND MIN. 8" UNDER SHINGLES �� v -i.i;,r�co \ ELECTRICAL PLANS UP TO 8'-0"OPENINGS SHALL BE PROVIDED WITH (2)2x12 BARS TO BE 1 1/2"CLEAR OF AND EXTEND 12 INCHES PAST OPENING. DRAWINGS. PROVIDE R-30(UNLESS NOTED OTHERWISE)UNFACED FIBERGLASS BATTS TO FIT PROVIDE COUNTER FLASHING TO LAP OVER STEPPED FLASHING 3 INCH MINIMUM SNUG BETWEEN CEILING JOISTS,AND 4 MIL POLY VAPOR BARRIER IN SLOPED \\ I FIRE BLOCKING AS PER 2020 RCNYS GENERAL CONTRACTOR TO VERIFY ALL WINDOW AND DOOR CONCRETE USED FOR EXTERIOR WALKWAYS AND SLABS SHALL HAVE A ALL FOUNDATION WALLS, FOOTINGS AND SLABS SURROUNDING BASEMENT AND TO RUN BETWEEN BRICK AND UP INTERIOR VERTICAL FACE 1 INCH MINIMUM. IF CEILINGS OR ELSEWHERE, IN NO CASE SHALL THERE BE LESS THAN 1 INCH CLEAR TYPES, SIZES, COLOR ETC.W/OWNER PRIOR TO ORDERING MAXIMUM WATER TO CEMENT RATIO OF 0.45. AREA SHALL BE COATED WITH AQURON :,PT-2000 AS PER MANUFACTURERS APPLICABLE AIR SPACE ABOVE INSULATION. "1r SEE GN-1-4 FOR ALL STRUCTURAL STRAPPING, HOLD SPECIFICATIONS. DOWN DETAILS.AND FASTENER SCHEDULE HAZARDOUS GLAZING SHALL COMPLY WITH NYS CODE R308.1 PROVIDE THE FOLLOWING CLEARANCES FOR REINFORCING STEEL TO: INSTALL THROUGH WALL FLASHING AT INTERSECTION OF CHIMNEY&ALL ROOF PROVIDE POLYSTYRENE BAFFLES TO UNDERSIDE OF ROOF SHEATHING AT ALL AND MEET THE CRITERIA FOR CATEGORY 11 AS INDICATED IN CAST AGAINST SOIL 3" CONTRACTOR TO PROVIDE CYLINDER SAMPLES(3 PER TRUCK)TO BE SENT PENETRATIONS. EAVES AND AT ALL CATHEDRAL CEILING SPACES FOR MINIMUM"IRSI"CLEAR AIR SEE FRAMING PLANS FOR ALL.STRUCTURAL FRAMING TO A TESTING LAB TO BE BROKEN OPEN AND TESTED AT 7, 14 AND 28 DAYS TF �O 2020 RCNYS R308.4 EXPOSED TO WEATHER(FORMED) 1 1/2" PASSAGE. nF P� / DIRECTION AND MAGNITUDE. NOT EXPOSED TO WEATHER 1" RESPECTIVELY. NOTIFY ARCHITECT OF RESULTS WITHIN 24 HOURS OF APPLY WATER AND ICE SHIELD EXTENDING 24" MIN. FROM INT. OF EXTERIOR WALLS ALL WINDOWS &DOORS TO BE BY'WEATHER SHIELD'. OBTAINING SAME. CONTRACTORS TO SUBMIT DELIVERY RECEIPTS AND 36"WIDE @ EA. SIDE OF VALLEYS. ALL INSULATED CEILING SPACES TO BE PROVIDED WITH CONTINUOUS 2"ALUMINUM Registered thru 02/26/2026 INTERIOR FINISH NOTES: MUNTIN BARS AS PER ELEVATIONS.4-9/16"JAMBS. FINISHES ALL WORK TO BE PERFORMED IN CONFORMANCE WITH THE LATEST INDICATING THE VOLUME AND STRENGTH OF CONCRETE DELIVERED. SOFFIT VENT AT SOFFIT AND RIDGE FILTER SHINGLE VENT AS MANUFACTURED BY g AS SELECTED BY OWNER. HARDWARE AS SELECTED BY STANDARDS FOR PLACEMENT OF CONCRETE AS SET BY THE A.C.I. ALUMINUM GUTTERS WITH BAKED WHITE ALUMINUM FINISH TO BE PROVIDED AND 'ROLL VENT' (OR EQUAL)AT RIDGE. WHERE CATHEDRAL CEILING ROOF MEETS A FILE: ALL WALLS AND CEILING FINISHES SHALL HAVE A OWNER. NEW WINDOW IN EXISTING 2X4 WALL ALL CONCRETE TO BE POURED MONOLITHICALLY,WITHOUT COLD JOINTS, INSTALLED AT ALL ROOF DRAINAGE AREAS. GUTTERS TO BE SUPPORTED AT A VERTICAL WALL PROVIDE FLASH FILTER VENT AS MANUF. BY'AIR VENT' (OR EQUAL) FLAME-SPREAD CLASS OF NOT GREATER THAN 200 AS CONSTRUCTION TO HAVE 4 9/16"JAMBS. GENERAL ALL CONCRETE OR MASONRY WORK SHALL BE DONE DURING UNLESS SHOWN OTHERWISE OR PERMISSION IS OBTAINED IN WRITING MAXIMUM OF 60"O.C.WITH SPIKE AND FERRULE. PROVIDE EXPANSION JOINTS 23370 PER SECTION R319 CONTRACTOR TO FIELD VERIFY TO INSURE PROPER JAMB TEMPERATURES OF 28 DEGREES F.AND RISING MIN. FROM THE ARCHITECT PRIOR TO PLACEMENT. WHERE LENGTH EXCEEDS 40'-0". ALUMINUM DOWNSPOUTS W/BAKED ALUMINUM PROVIDE ROOF VENT PROTECTION AGAINST THE ENTRANCE OR RAIN OR SNOW. SCALE: SIZES PRIOR TO PLACING ORDER. FINISH, COLOR TO MATCH GUTTER. PROVIDE DOWNSPOUTS AT 40 LINEAR FEET VENTILATION OPENINGS SHALL BE PROVIDED WITH CORROSION RESISTANT WIRE BATHTUB AND SHOWER FLOORS AND WALLS ABOVE NO CONCRETE SHALL BE PLACED ON FROZEN SURFACES. NO WELDED MIRE MESH. APPLY FIBERSTO MIX AT DOSAGE AND IN INTERIOR BASEMENT SLAB ON GRADES TO HAVE SYNTHETIC FIBERS WITH MAX. MESH, WITH ONE EIGHTH INCH MINIMUM TO ONE QUARTER INCH MAXIMUM AS NOTED BATHTUBS W/INSTALLED SHOWER HEADS AND IN ALL BEDROOM WINDOWS MEET EGRESS REQUIREMENTS NO ADDITIVES SHALL BE ALLOWED WITHOUT WRITTEN PERMISSION OF THE ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. GARAGE AND OPENINGS. THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS THAN DRAWN BY: SHOWER COMP. SHALL BE FURNISHED W/A AND CONFORM TO 2020 NYSRC, PART 310.1.1. SUCH OPENING ARCHITECT. TERRACE SLABS DO NOT HAVE FIBERS AND HAVE WELDED WIRE MESH. PROVIDE ALL END CAPS, ELBOWS, SHOES, EXPANSION JOINTS, LEAF STRAINERS ONE TO ONE HUNDRED FIFTY OF THE AREA OF THE SPACE VENTILATED. WHERE NON-ABSORBANT SURFACE. SUCH WALL SURFACES SHALL NOT IMPEDE EGRESS IN AN EMERGENCY, SHALL HAVE AND STRAPS FOR A COMPLETE INSTALLATION,WITH BAKED ALUMINUM FINISH, EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK THE RWC SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6FT A MIN. AREA OF (5.7)SQ.FT,WITH A MIN. DIMENSION OF 20" PROVIDE ALL SLEEVES AND FOUNDATIONS VENTS AS REQUIRED BY CODE. COLOR TO MATCH GUTTER. FREE FLOW OF AIR. A MINIMUM OF ONE INCH SPACE SHALL BE PROVIDED SHEET: ABOVE THE FLOOR. ANY GLAZING IN SHOWER STALL WIDTH/24"HEIGHT WITH BOTTOM OF OPENING NO HIGHER BETWEEN THE INSULATION AND THE ROOF SHEATHING AT THE LOCATION OF THE TO BE TEMPERED GLASS AND CONFORM TO 2020 THAN 3'-6"ABOVE FINISHED FLOOR. PROVIDE CONTINUOUS REBAR IN THE FOOTING AND A CONTINUOUS 2 X PROVIDE 4 INCH SD35 PVC PIPING TO CONNECT DIRECTLY TO DRYWELL WHERE VENT. RCNYS R308.1 KEY BETWEEN THE FOOTING AND FOUNDATION WALL,AS NOTED ON PLANS. APPLICABLE. A-4 I I A-4 A-4 r -------------------=----=--- ---------------� --------------- Robert Conway R.A. - --- ---- --------------- ---- -------------- - - - ------------- lid �i i 6334 Northern Boulevard East Norwich, New York 11732 I I III I I I 'II I I I I I I I —•— I I I I I I III I I I I I I I II I I I i I I III I I 516 . 509. 3846 Phone I i RobertWConway3@gmai1.com 2 I I I I I I A� II I I I I I 2 I I I I I I I I III I I I I I A,4 I I I I I I I I I I I III - -I-___J (2)2x6 HEADER (2)2x6 HEADER 1 1 f - - DATE ISSUED: HEADER I I I - ✓ I I 10-15-2023-Working Drawings s HEADER 0) 2x6 HEADER �" SU _POFX. 2 2x8 2x6 EIN 115T I �x� �X. (2)2x6 HEADI 50CID " a-- - - --- III I I � (1) I xif 5TEEL PLATE + (2)2xo NT0 ATTIC II X '2x x b l�A ��_ _ I 50 - - LID 005T l iil ® 6 r II 50LID P05T L � I J III 'll III III I III I III rV- xb H N N I III - i O �I II LO III v O '° ° O III ' _ _' II IIII r -_ -- VI ------------ Lll 111 II r��� �9 I � JI II I I dJ "I I I x 0 I I I J N ----------- -------A WITH (2) THRU N ® N ® ul x FA5TENER5 PER J015T 5TA66EREDTTCH T .O RRAi LLJ LLJ II 4t II p III n --- r ----- -� J _ N o o (3) I%xll%8 ML. UP5ET INTO ATTIC - I EX15TIN6 2xb-RID6E ° i11 ^ z. — — (2)2x6 ER " -----� j - ------ -- o ® BEARING WALL BEARING WAL I u '------ 50LID P05T 50LID P05T sn III III N ----- 4 — ---- — � I -- �-_ I I I I I-------i I II Jl ATTACH TO RR. WITH (2) T 4RULOK III F TENER5 PER J015T 5T 66ERED ----- x A5 A -. x III ❑ ' �--- ! Q I L_ L IR �.Gf iiJ N II I ! I 115 Gq TI I, I I I I 2x F I 2x6 0 �, III 4 U.G.I �I'I6 �.CrA III =_JJII - -- - ; = I= = = _------ ------ - I - - � tIt EX. (2)2x6 EX. (2)2x6 FJC. (212x6 FjC. (2)2x6 HEADER FJC. (2) 2x6 HFADI=R I EX. (2)2xb HEADER 21 8�� � I x �I�I� � , �' I I I I HEADER HEADER HEADER �I I I 2 x u � Ili I N � I I II6 I6 O.G A-4 A-4 N-. N 2 I A-4 I I 4x4 AGO P05T i I r--------------- ---- ----------- I I ---------------I I I I I ------ II L-------------- � I I CONWAY RESIDENCE 1 Second Floor Framing Plan (First Floor Ceiling) 2 Roof Framing Plan 2450 Cedar Drive S-1 SCALE : 114" = 1'-0" S-1 SCALE : 1/4"= F-0" Southold, New York 11971 1000-077.00-02.00-015.000 When a registered design professional has stamped and signed this page (blue ink), they are attesting that to the best of his/her knowledge, belief, and professional judgement, such plans and/or specifications are in compliance with the latest New York State Building Code. © copyright 2024 Legend co EXISTING CONSTRUCTION: MULTI SENSOR SMOKE AND L.y 8x16 CMU FOUNDATION WALLS CARBON MONOXIDE DETECTOR 1 Y 16"x8" P.C. FOOTINGS INSTALLED PER 2020 RCNYS ------ sn MULTI SENSOR SMOKE DETECTOR qT 540916 NEW CONSTRUCTION: O INSTALLED PER 2020 RCNYS F 0 NE ti 8" P.C. FOUNDATION WALLS ------ 16"x8" KEYED P.C. FOOTINGS HD MULTI SENSOR HEAT DETECTOR Registered thru 02/26/2026 INSTALLED PER 2020 RCNYS EXISTING CONS-rRUCTION: FILE: 2x4 EXTERIOR WALLS #X# WINDOW TAG SEE SC-1 23370 2x4 INTERIOR WALLS U.O.N. SCALE: NEW CONSTRUCTION: IS TAG SEE SC-1 2x4 EXTERIOR WALLS 0 AS NOTED 2x4 INTERIOR WALLS U.O.N. DRAWN BY: � POST ABOVE TO BE REMOVE[) ■ SOLID POST IN WALL OR COLUMN SHEET: I � � SOLID POST ON.A 30"x30"x18" L—J POURED CONCRETE FOOTING —__ NEW HEADER OR GIRDER Robert Conway R.A. _ 6334 Northern Boulevard f ----- --- East Norwich, New York 11732 ----------------- ----------- ----------- �I � 516 . 509. 3846 Phone RobertWConway3@gmail.com it 1 I li ii i'i 'u ii i i ail I i ' DATE ISSUED: I� 10 15 2023 Working Drawings 10-3-2024- Issued for Permit APP? L99 APP? iU L.j`J---� --- 6 0 I - --_. - lddb- -----1<kIV_ i •N��c��y( \ - ' I �----T--"e- I --n--_ i --�,-- —� I / I ` - / I 1 \ 1 ' — I I I �/ I I R I � ---��---------a I4 dD _i 1 x om ------------Y2TTV I-- `-------- — I I I I I — & ---- 1 ------ ----- SD ` it I 1 It -- i fir„_— � _ -' M I I 1 /� � __, ------ — _��_ '-,�•�— 1 / ---------- -- - -- ------------ 1 / ----- ---- '- \\1 1 1 i - ry --�-- ----- ----- __________ - ' --_ 1 ------------------- Li ❑ ❑ -- ----------------- -- CONWAY -- ----------------- -- ------------------- RESIDENCE -------------------------- 2450 Cedar Drive ----------------------- Southold, New York 11971 1000-077.00-02.00-015.000 1 Basement Power & Switch Plan 2 First Floor Power & Switch Plan E-1 SCALE : 1/4"= P-0" E-1 SCALE : 1/4" = P-0" When a registered design professional has stamped and signed this page (blue ink), they are attesting that to the best of GENERAL NOTE: his/her knowledge, belief, and professional judgement, such THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH THE plans and/or specifications are GENERAL NOTES SHEETS(GN 1-4)AND CONTACT ARCHITECT IN WRITING OF ANY CLARIFICATIONS NEEDED in compliance with the latest PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTORS SHALL ALSO NOTIFY THE ARCHITECT IF ANY New York State Building Code. DISCREPANCY OCCURS BETWEEN ACTUAL FIELD CONDITIONS AND DRAWINGS. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION. © Copyright 2024 ELECTRICAL LEGEND ITEM SYMBOL DESCRIPTION ITEM SYMBOL DESCRIPTION ITEM SYMBOL DESCRIPTION r a� OR SUPP W BY OMPS.HIM LE M DESIGNATION IIDIGATES eRd1P5 OF L16HT FIx1URBi►� TIS SELECTION AS TDENTff W N SWMATE �-� REG�rAA E5 W/COhir4oN SYfTCFI RHGTION T THl51r105TAT W 60'APP. DA J-BOx FOR 5twAa-HOMIID CEMI6 PADDLE PAN- � � 5N61P POLE 5MTG1 C� n TC10 PMIS FM NATO t Lams COMOLl �-��((X WE FOR UM KIT. FIXM PWAM BY OTFM 7";9-: VAY OR FQA 4W Us NDIGATED)S MI W LLJ W AFF.JDA �r c jx HIM LEM DESI6NAn1"M'fE5M SB.BGTION AS � � � Z Tq 04 00• ABtTIFUA N SFMATE 50EOIILE I O ^v AN K RM)48'AFF.MOR rF O[ O 6' V0KU6HT-K:LED JAH3 SWTCN _,_ 6' DIM CM-IO LID,HTH LBIS- C fACLE 0 CaMr�YMAJOSIMLWIS Registered thru 02/26/2026 �AG�SPLJT Y9RID!SWTGFW. srA yW y c i )OR S W OOM LOCATION- O�,• -V,LEV,WT DOCATWINr SE AN SCAVIA-E FILE: -IC LED,YET LOCATION LISTED GF1 DUPLEX 6FI RF1.B'TAUZ 23370 43' � ExTMM YWl/50 :M4`1aWW 56LU"L16M FIXTURE O 0 � Imo' GOIEI1Lr6AlIT5 SPSEC6 ,uRID GABLE IPB2 AN ����� v DUPLEx WAIB2PRDOF'RFSkP'rAGIE � ® PROVIDE POM POR 6MME DOOR OPM YY TU•E o ^ LOCAL AN Ed11PMBtr SCALE: ^ AS NOTED a DRAY LI6?Ir DEDICATED APFUPtY�'RECLETAGIE Q WNJ MAIItfED LI6NT FIXRIRE SLPPIJEU BY OfFt3�i 1� T9.FPHM -wa aniFr(1N WE WON LETMDC OAn°N 'I5SIEGT10NAS DRAWN BY: WBMHW INSWMATE 5CLEaE Ml7T SBEOR°NOKE AND OA�BOH MONOXIDE DE1EGrdt 6tWAGEH0WrW FLUOF�.Saw UISW HX1dM RW C© DATA -WN L OUTLET(IN BA6E U ON 1 RPiTAUE)PB22020 NYSRC 1 TELH IM-nDOR OUTLET t� ASNorB) AU PM�MWTOR ® SHEET: ® Ca-W EXIWIST FAN,CFH AS NOTED n ® DATA-FLOOR OUTLET {D HETI SMIM WAT DETECTOR rni -r^P 6AMANY OR WAP;MM M61 N CABNEW RFT SID 5T�LI641M NSTALLID PM2=NYSR6