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HomeMy WebLinkAbout49839-Z o�oS�FFQ t p� Town of Southold 6/2/2024 P.O.Box 1179 o _ �c 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45248 Date: 6/2/2024 THIS CERTIFIES that the building ALTERATION Location of Property: 350 The Short Ln,East Marion East Marion SCTM#: 473889 Sec/Block/Lot: 30.-2-8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/19/2023 pursuant to which Building Permit No. 49839 dated 10/5/2023 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations to existing_single-family dwelling as applied for. The certificate is issued to Norton,Erin of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 49839 3/7/2024 PLUMBERS CERTIFICATION DATED 4/29/2024 eo Berry Jr th rize gnature �o�SOFFat,�co TOWN OF SOUTHOLD BUILDING DEPARTMENT C. TOWN CLERK'S OFFICE a • 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#: 49839 Date: 10/5/2023 Permission is hereby granted to: Norton; Erin 30 E 4th St Patchogue, NY 11772 To: construct alterations to existing single-family dwelling as applied for. d At premises located at: 350 The Short Ln, East Marion SCTM #473889 Sec/Block/Lot# 30.-2-8 Pursuant to application dated 9/19/2023 and approved by the Building Inspector. To expire on 41512025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $403.20 CO-ALTERATION TO DWELLING $50.00 Total: $453.20 1 1 Building Inspector pF SOUjyol . � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(aD_town.southold.ny.us Southold,NY 11971-0959 O�y�OUNTt,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Erin Norton Address: 350 The Short Ln city:East Marion st: NY zip: 11939 Building Permit* 49839 Section: 30 Block: 2 Lot: 8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: RJ Corazzini Electric License No: 33419ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service, X Commerical Outdoor X 1st Floor X Pool New X Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 35 Ceiling Fixtures 4 Bath Exhaust Fan 2 Service 3 ph Hot Water Oil GFCI Recpt 8 Wall Fixtures 5 Smoke Detectors 3 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 33 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Dual Ceiling Fan Combo Smoke/CO 2 Transfer Switch UC Lights Q' Dryer Recpt 30A Emergency Strobe Heat Detectors 1 Disconnect Switches 2Q 4'LED Exit Fixtures 11 Sump Pump Other Equipment: Fridge, Oven Dual Fuel, DW, Micro, Hood, Mini Fridge, 200A Panel 40 /29 Used Notes: First Floor Renovation Inspector Signature: Date: March 7, 2024 S.Devlin-Cent Electrical Compliance Form Town Half Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �Q Southold,NY 11971-0959 .�7-1 f'C BUILDING PEP ,TMENT TOWN OF SOI YMOLD MAY 9024 • ` _. ,j✓l�.N 1..�.^;..+t T:4 1. CERTIFICATI.ON � " I I Date: Building Permit No. L. Owner: P 1 C.L)C L o"2E SE it 2 i M t-1 a2T01-1 n (Pleaseprint) �► Plumber: (Please print) Y- " 1 I certify that the.solder used in the water supply system contains less than 2/10 of 1% lead. i lum lgnature) Swom to before me this da of ►'2 , 20 'oZ Ll Notary Public, V1CKI.L BERRY Notary.Public-State of New York No. 01 BE6070081 ,Qualified in Suffolk Cou Y--N- Commission Expires Sp ho�aOF SOUTyolo # # TOWN OF SOUTHOLD BUILDING DEPT. `ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ efFRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: OL 4 a q910RA 6k* Lv d DATE INSPECTOR OF SOUIyO� 9631 '�5s-v � * # TOWN OF SOUTHOLD BUILDING DE T. cou 631-765-1802 INSPECTION [ . ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE f INSPECTOR G� ho��OE SOGlholo TOWN OF SOUTHOLD BUILDING DEPT. `ycourmN�'' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ vi'-"INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL REMARKS: OY\ C ILI A,.X �- DATE INSPECTOR �o�a0FS00TyO� I (o' * # TO N OF SOUTHOLD BUILDING DEPT. um, 631-765-1802 ANSPECTIOW [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE:SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ]. RENTAL REMARKS: �e s4o-r VA Ll" ` DATE INSPECTOR SO(/lHo� # TOWN OF SOUTHOLD BUILDING DEPT. �ycourm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN LATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] RE C/O [ RENTAL REMARKS: l gkce:�� DATE 3 ZD INSPECTOR GELD INSPECTION REPORT DATE COMMENTS, FOUNDATION (IST) a C FOUNDATION (2ND) lym z a ja i' v- pltj 6 noc ° O H ROUGH FRAMING& �y O PLUMBING N P, •.7 n6j/ ,0_17%R v C&Gv&/` Code �r INSULATION PER N.Y. STATE ENERGY CODE 1 ,,m6ers Leo,& �l FINAL ADDITIONAL COMMENTS q� !o t t 23 w 'S<S3. a 3 P G O re e 165 `C t / 1-7--A QA 4c ra dr- C G. ✓c cry /o(e 21 1 q� 1 _ C7 v♦ H N O "1z x Z � � x d b H o.AS°FFo�K�©G�� TOWN OF SOUTHOLD—BUILDING DEPARTMENT y, x Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.so'utlioldtowmiy.aov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only 1 D ��GVE PERMIT NO. � Building Inspector: � 2023 Applyications and-forms most be filed out;in,tFieir entirety:Incomplete;' ;applications will not.be,accepted:'Whereahe"Applicant;isanot;ttie owner,'an+' r'Own'er's_Authoriiation'form;(Page"2)shall'be completeds $UII,I)ING DEFT. 7',. ..1�'^i-t�'•i1'--'-��i' :Cr ,..�i~t'; ,`c�,`' :1' ref'► -51�,/�G!V Date:08/28/2023 E� �OF'PROPERTY� t SOWN R S 'Name:Erin Norton/Ralph Cuccurese SCTM# 1000- 3-2,— $ Project Address:350 The Short Lane East Marion NY 11939 Phone#:516-429-5160 Email:`goingcuccu@pptonline,netW_µa Mailing Address: 30 E 4th St Patchogue _NY_11772. ;+i.. is 'a 1• :f/ ra= 1 v .k f:. �+r,rr•',CON ACT. h. 1 Q.. 93, Name: Ralph Cuccurese Mailing Address: 30 E.4th St Patchogue NY 11772 Phone#:,516-429-5160 J Email: goingcuccu@optonline.net14 Ni— OR y. ySON "IF DESIGN'PROFE P, •� _ Name: Jason f� _•- '• , Mailing Address / Phone#: _ Email: JA - ,.i., ,t„ ...5,-.;, r1,_�. - rep-.-- _ -i:.:.,,.f•, �a �i Jt^ 1 '1'i�•7N� ATIO y'CONTRACTOR. FORM 4{ Name: �.IQS Mailing Address: �(� 130' "Ll. j.l__._m SOU►. .�Lo7,_.,.,.~�`l. .,�.1°1`I 1. ., _ ._..,.... _... _w.__ �._.W _ _..... _ __.�. Phone#: (�'31.' "33.-_ �1.• 1.,� Email: �i�.S 1„!(�2 O`J� ©L, �? DESCRIPTION^sOFrRROPOSED,':CONSTRIJ O. .s n..,,4fi*rr apt s,.,,•t.� ❑New Structure ❑Addition BAlteration ❑Repair ❑Demolition Estimated cost of Project: ❑Other $ eA00'000 Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes ®No 1 'I TI PROPERTY NFORMA ON Existing use of property: residential �, Intended use of property:_r_e_sdental S .Ff'tt`'1• Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? DYes ®No IF-YES, PROVIDE A COPY. Cheek tox After.Reads ng: The owner/contractor/designYprofessional is responsible for alGdrainage and storm water issues a;provided by,.`,.t;' .'Chapt'er,236 of the TowmCode."APPLICATION IS HEREBY MADE tort he'Building Departrtient.for-the,issuance'of a Bu11ding Permit pursuant�to'the;Building Zone. Ordinance of,the-Town of Southold;Suffolk;County;New;York:end other'applicable laws,Ordinances or:Regulations;forthe construction of:buildings; additio ns,alterations or for removaYor demolition a"s herein descrlbed:Tt'a applicant agreesao comply wi4h'all applicabie.laws'ordinances;building code; Nhousing'code"and regulations and"to;admit authorised inspecfors:on,pcemises and'In buflding(s),for necessary,fnspectlons:False'statements,ma8e herein are;';,:; ,,�, , nishable as`a Class A misdemeanor pursuent`to Section 210 45 of.the New:York State PenaLLaw:' Application Submitted By(print name): 1 4Kir3 CUSINgAol u+S . ❑Authorized Agent 0Owner Signature of Applicant: ._. _w Date:_p_ q`/9- a .._ CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York SS: No.01 BU6185050 COUNTY OF ) Qualified in Suffolk County Commission Expires April 14,2d being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this /61"Oday of _V rQAfM 1l , 20 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, Erin Norton residing at 350 The Short Lane East Marion NY do hereby authorize �0M cs C05m AD ELI s to.apply on my be If to the To n of Sou d Building Department for approval as described herein. 7/28/2023 Owner's Signature V Date Erin Norton Print Owner's Name 2 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 FP Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(cD-southoldtownny.gov -- sea nd(aD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: I-Aha aN Company Name: R S CbQA-Z7L4 M i Electrician's Name: 13013 0QAZZ"A� License No.: 33LI 19 Me Elec. email: 1Z JL ® O PTOM U NI F.KTT Elec.,-Phone No: 6.5) -5;2:,; cpF9:1 ❑I request an email copy of Certificate of Compliance Elec. Address.: M►4 IN e 17 Cutc.kocic.Q N y JOB SITE INFORMATION (All Information Required) Name: 13L-p1t Cuer_u 2rzSE Address: 390 rtaC s4osz LAMF- Cross Street: 7I-1 f L0rA& ,tip Phone No.: J, ,.t G3t-zi3 -a��G Bldg.Permit#: L l ON re39 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): � MTE2io2 2�r�ov�L. Square Footage: I avvo Circle All That Apply: Is job ready for inspection?: 0 YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service[—]Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION O V, Z3 pt CL 1 SUFfO(k BUILDING DEPARTMENT-, Electrical Inspector TOWN OF SOUTHOLD ~ c =` Town Hall Annex - 54375 Main Road - PO Box 1179 `n Southold,'New York 11971-0959-- p9,�0� Telephone (631) 765-1802 =FAX (631) 765-9502 rogerr cD-southoldtownny gov — sea nd( southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: t o/7a .a3 Company Name: Electrician's Name: OCAZZIMV License_No.: 3-SLI 19 Me Elec. email: iZ JL ® O P;6M L%I-A C.t�9 Elec--Phone No: 6 5; ❑I request an email copy of Certificate of Compliance Elec. Address.: M 41 t! 12 0 CuTG 4.0eJ C JOB SITE INFORMATION (All Information Required) Name: ?LA t-PIL CuC.w +ZFsit Address: 7390 rHC &4o¢T LANE Cross Street: Phone No.: Bldg.Permit#: Ll q 30l email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): �►TE'Rio2 tZ�r►ooeL. Square Footage: I g000 Circle All That Apply: ' Is job ready for inspection?: YES ❑ NO ❑Rough In I Z , ❑ Final Do you need a Temp Certificate?: ❑ YES 0 NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A - # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION (Z i.3 Z-3 ! �o PERMIT q Address: 1 q S\.vitches Outlets 2s�- GFI's Surface I ' Sconces ! � HH'S 1 1` f � C - UC Lts Fans Fridge HW Oven ,�74 W/D Exhaust smokes J DW I Mini I 1 -arbon Micro Generator -ombo Cooktop Transfer Y aC AH Hood Service l6 Amps Have Usec -pedal: �omrnents Suffolk County Dept.of Labor,Licensing&Consumer Affairs ! HOIVEIMPROb'EA/ENTLICENSE Name ` JAMES J COSMADELIS Business Name This certifies:hat the nearer is duly licensed JAS-MAR CONSTRUCTION CORP Dy tf a County of suffolk License Number:H-35991 Rosalie Drago Issued: 10/2612004 Comm:ssloner Expires: 10/1/2024 ACC>RV® CERTIFICATE OF LIABILITY INSURANCE DATE(M 918 023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: if the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsements). PRODUCER N AC SPECIALIZED INSURANCE 8 SERVICES PHONE u FAR No 204 RTE. 112 ADDRESS: ASHLEY@SPECIALIZEDINSURANCE,COM PATCHOGUE,NY 11772 Auto-Hama-Business-cycle-etc. INSURER S AFFORDING COVERAGE NAIL f9 INSURERA•ATLANTIC CASUALTY INSURANCE CO 42846 INSURED INSURER B: JAS-MAR CONSTRUCTION CORP INSURERC: PO BOX 481 INSURER O: SOUTHOLD NY 11971 INSURERE: INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN;THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, ILTR TYPE OF INSURANCE Awl.SUER POLICY NUMBER POLICY MU DY EFF PODom DI EXP LIMITS A COMMERCIAL GENERAL LIABILITY Y N L266001047 9/11/2023 9/11/2024 EACH OCCURRENCE $ 1,000,000 DAMACLAIMS-MADE ®OCCUR P Is s Ea TO R xTur a ce $ 100,000 MED EXP(Any one on $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE 1 2,000 000 POLICY�JECT LOC PRODUCTS-COMPIOPAGG $ 2,000,000 OTHER: $ AUTOMOBILE UASIUTY COMBINED SINGLE LIMIT $ e accident) ANY AUTO BODILY INJURY(Par person) $ OWNED ASCHEDULED AUTOS ONLY UTO S BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY er accident UMBRELLALIA13 OCCUR EACH OCCURRENCE $ EXCESS LIA8 —d CLAIMS-MADE AGGREGATE $ DED 1 1 RETENTION$ $ WORKERS COMPENSATION ISTERUTs �T AND EMPLOYERS'LIABILITY Y f N ANY PROPRIETORIPARTNERIEXECUTIVE ❑ NIA E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yea,describe under OESCRP ION OF OPERATIONSbelow E.L.DISEASE-POLICY UMrr $ DESCRIPTION OF OPERATIONS I LOCATIONS VEHICLES(ACORD 101,Additlonal Remarks Schedule,may be attached if more space is required) CARPENTRY;DRYWALL OR WALLBOARD INSTALLATION;TILE,STONE;SUBCONTRACTORS CERTICATE HOLDER BELOW IS ADDITIONAL INSURED AS PER WRITTEN CONTRACT OR AGREEMENT CERTIFICATE HOLDER CANCELLATION TOWN OF SOUTHOLD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE. 54375 MAIN ROAD THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN SOUTHOLD, NY 11971 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENT ;%.,, ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD NYS1F New York state Insurance Fund PO Box 66699,Albany,NY 12206 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE AAAAAA 112865111 JAS MAR CONSTRUCTION CORP r PO BOX 481 . SOUTHOLD NY 11971 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER JAS MAR CONSTRUCTION CORP TOWN OF SOUTHOLD PO BOX 481 1 54375 MAIN ROAD SOUTHOLD NY 11971 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12555 021-1 641344 05/09/2023 TO 05/09/2024 9/12/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2555 021-1, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT JAMES COSMADELIS JAS MAR CONSTRUCTION CORP ONE PERSON CORPORATION THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. BY CAUSING THIS CERTIFICATE TO BE ISSUED TO THE CERTIFICATE HOLDER, THE POLICYHOLDER UNDERTAKES TO PROVIDE THE CERTIFICATE HOLDER 5 CALENDAR DAYS' NOTICE OF ANY CANCELLATION OF THE POLICY. NEW YORK STAT SU NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:330096723 U-26.3 NEW HURRICANE STRAPPING AT ROOF SPECIFICATION, NEW TO EXISTING TRANSITION. NEW ASPHALTIC ROOFING.SEE ROOF PLAN. GONTINUOU5 RIDGE VENT EXISTING ROOF TO REMAIN.MAIN. _ NEW 2X4 GABLE END WALL WITH EXTER E EXISTING INSULATION TO R EXTERIOR GRADE PLYWOOD, HOUSE WRAP AND SIDING AS SELECTED BY OMNER. NEW IB BA7T IFE ULAA'FtON eE TW3"s T CEILING. 15T5 Y'4ITH R-2 95 B'TT INSfULM�y N PL'RPEFJt DYER - 7}�c GEi6t G J0 .ALL PEI�tE'TT?AAT'IONS TO h�TTIG TO - BE EXI5TINS WALL TO REMAIN. EXISTING INSULATION TO REMAIN. NEPI�KITGHEN APP HURRIGANE STRING AT NEW TO EXISTING TRANSITION. BEYOND EXISTING HEADER TO REMAIN. Q v~i F NEW WINDOWS IN EXI5TIN5 WINDOW FRAMING.VERIFY ALL EXISTING EXISTING E 5TIN0 DIMENSIONS IN FIELD. DECK LIVING ROOM EN EXISTING FLOORING _ IOW SAY FO SEALA F'ER AIR SEALING DETAIL@ AND AND FLOOR JOIST 4'Ia KRA'FT PAGED -v 9A .1 7f�1. G'fiL�TA41 TO REMAIN. E3.'P05ED AV.ITIEs - FEW HURRICANE STRAPPING TO FOUNDATION AT PEW REVERSE GABLE. EXISTING P.G.SLAB ON GRADE. EXISTING UNFINISHED BASEMENT EXISTING STAIRS TO REMAIN. ROOF SHNSLE.SM ROOF RAN FOR ADDITIONAL UFO. PROVIDE IOE I MTER SMD TO 24'QFmE z-0- _ ExTBWRKAU.OVMALLftASlmi6 V MIN. OrtiHt ATTACAMW HkIZIYA EIN CGco ANCE FUTH SFLTION 40523.10115 �I5ECTION A PROJECT: 2'X ROOF RAFn36.SEE ROOF FLAN FOR ADDrtIOIQL DW. ' 1/4"= 1'-0• MAINUIN PARSAP FOR ROOF V9tIM' NORTON-CUCCURESE _ PROVIVE V096"T1014 RESIDENCE N LATER.OF R-N 13tAFT FACEDD - BATT MI.ATM BETHMN CMM , ,'DINTS AW N LAYM OF Rao LIPACM BATT I&AA701 PERPER74 M TO CALRIS JOISTS. 4'FREFOF ALLKWK WIfIR bSPRAYFOAM5EMANT SCTM:1D00-3-2-B 6UrIf3RMA LFAM SYSTEM AT ME TOP OF ALL FILLS (A)2'X4'TOP PAVE KM SILL NE TEXISTINGHURRICANESTRAPPING T EFPFLN Itti I4UR-E S STRAPS SE&L&.LA710IL t�etrSEEDETAILS ET ILS ORHTMSE C®��Y� EXISTING KID WALL 4 FEW LVL BEAM WITH METAL JOISTS HANGERS TO EXISTING TX KATC1EweFASGABO 350THESHORTLANE To MAra DESnI&. YX4 Hoop STWS. CEILING TO REMAIN.EXISTING CEILING JOISTS.5�FLOOR PLAN FOR ADDITIONAL INFO. CONG P SOFFIT VBTT WTH F830RA '6'IPSUM WALLBOARD - _ INSULATION TO REMAIN. SOFFIT KATEOAL OF APPROVID FIST EXISTING ROOF TO REMAIN. - ROOF SPECIFICATION, EAST MARION,NY 11939 MMH EXTERIOR R�IOR EXISTING INSULATION TO REMAIN. _ NEW ASPHALTIG ROOFING.SEE ROOF PLAN. R-I5 KMFT FMID BATT U231ATI0F1 NEW R-2I BATT INSULATION BETWEEN THE CEILING JOISTS 3'"R16m L&AA" WITH R-21 UNFAGED BATT INSULATION PERPEDIGULAR OVER THE GEIUNG JOIST.ALL PENETRATIONS TO THE ATTIC TO smLa6.SEE t3tvAnol6. DRAWING: R�Ta16m>tg IRlA71Gt1 GOMIWOIF DARK OR SPRAY EXISTING WALL TO REMAIN. BE SEALED.TYPICAL-ALL EXPOSED GEILINGB. Fes,t�tGA:IN��VAPOR PARE AIR FOAM 6EN.ANr.hrPJ EXISTING INSULATION TO REMAIN. BqUMR CNN DM3WR GRADE PLYH= V2'6rFSLH BOARD SEATHMS W 264 TOP PLATE - LBTIO EXISTING WALL TO REMAIN. 2X4 HOOD R IS•or. ND7 E45TINO INSULATION TO REMAIN. SECTIONS, INMATAFTFAW GATT 4 r DETAILS& m Fax EXISTING XISTING NEW FLOORING TO BE STIN 4 AIR SEALING V2•�BOAlw DECK LIVING ROOM OWL WOMOVENINTOEXISTING PEN FLOORING AND FINISHED 2X4 BOTTOM HATE TO MATCH EXISTING. PN%W FLOOR EXISTING FLOORING 3/4•TI6 RYHOOD WED AM7 AND FLOOR JOIST ISSUED 5Gtt6&X TO.IXSTS TO REMAIN. # DATE COMMENT FAU 2*AGO SLL PLATE HTH 6•W61O I&IAnoN -- - - ---- N M TB29TE.9d Alm 5LL SEAL 1 81212023 ISSUED FOR PERMIT R&MATLATION R-25 gtAFT FACED BATT MSLATM P Rfi FOIL FACED RIM J EXISTING EXI5TIN6 N Q DECK m 5UNROOM PROVIDE R-15 BAIT INSULATION AND AIR SEALING IN WALL. PATCH AND FINISH ALL REMOVED DOOR OPENIN65 TO MATCH TkO8410 ADJACENT SURFACES. SAFETY NEW DH NINDON NEW PH NINDON VV 6LAZIN6 REQ. TW3832 TO MATCH EXISTING TO MATGi EXI5TING .fl (?)-2Xi. d-i i L-i- - 1 NEW PLUMBING FIXTURES AND FIN15HED AS 3 z - --- 10'-10° 5'-5#" 1 5'-5#' I l 6-6° _ I_- ® SELEGTED BY OWNER J ROP05 o I 100 0 O BATH I EXI5TING - 1 EXI TI�VG 100 '= DINING KIT CH' Do EXI5TING ROOM LIVING PANTRY PROP05ED ROOM 'z CAB. ��� MASTER O l � o' �o kl EXI5T. BEDROOM LjVBATH :e o 2XI2-"7 EW,i'OSI j 2668 EXI5TING (w -.-- L_vL� -_-- FLUSH BOTTOM GARAGE 2668 NEW i HR FIRE RATED Z DOOR WITH SPRIN6 HIN6E5. 0 2b68 POCKET _AP- f� X�flo X �O EXI5TING IO EXI5TING INATE ROC FAMILY f°o EXI5TING BEDROOM 4 DE-ITH BUILT iN SYSTEM. �N~ r--41�j BEDROOM ROPOSEQ r---------- ROOM 1 SULATED ENTRY DooR A5 �, WALK-IN,- I I BY OWNR. U-VALUE:MAX .40 MAX. E6Rt �> 4'-O' 1 I EQ. EQ. TN21 l0 TH210410 TH21 10 `I I I I EXISTING _ EQ, EQ. EXI5TING NEW CLOPAY GALLERY COLLWTION TW26410 DW42410 TN2b410 I I 6ARA6E DOOR AS SELEMW BY NEW 6°PERMAWRAP SQUARE OWNER PVC COLUMN CLADDING BY H1336 OR APPROVED EQUAL. II II II II II I II II II II II jl I I II II li II II r , LD PROVIDE MIN.3OX30 ACCESS FROM EXI5TING ATTIC,TO NEW ATTIC,. CONTINUOUS RIDGE VENT. EDGE NAILING OF I I Ip�' `�J ` HEMMED EDGE ALUMINUM VALLEY FL SHEATHING AT&ABLE END ASHING TO 8°EACH WAY AT PRE-ASSEMBIJ=D 2X6 TO BE 3"0.0.FIELD I I x I i `,� ALL VALLEYS d ROOF TO WALL FLYIN&&ABLE TYP. NAILIN&AT b'O.G.MIN. I I N I I �' , ! TRANSITIONS.(TYP) I_-. I3PvLJII G• H --IT C-H 8:12 8:12 IX2 SOLID BLOCKIN&AT ENDIXB PVC,FACIA L71-7.7 RAFTERS FOR 2 RAFTER i24Gt1I T YBAYS : z-� \, \ `,GONr.vENEp SO JP, USE 'JCHANNEL® H 2°X_R.R.6I6"O.G. L -----------------REFER TO FLOOR PLANS FOR 51ZE COLLAR TIE-5 ® 16"O.C.FOR SOFFIT VE14T(f , rIIII III 2X WOOD 5TUD5.5EE SECTIONS. SELF ADHERING ICE AND WATER ROOF SPECIFICATION: SIDIN5.SEE ELEVATIONS. SHIELD TO 2'-0'INSIDE EXTERIOR LAMINATED ASPHALTIC, WALLS PER NY5 RE51DENTIAL GORE ARCHITECTURAL ROOFING SHIN5LE5 I R9O52.1 OVER HIGH PERFORMANCE BITUMEN INFUSED UNDERLAYMENT 50#OR APPROVED EQUAL ON Va"CDX EXP05LIRE I PLYHOOD. - O O A ��*1i-rr-511,0---lA-0,I r-M A i LIST OF DRAWINGS ARCHITECT: A-001 COVER SHEET �j JASON T.RA,AIA,NCARB NCARB A-002 GENERAL NOTES 11 SIMS STREET V FIT 111H A-003 ENERGY CODE NOTES PATCH 1-662 88 11772 R NO A'wv"ION TO r 63 -662-4884 A- 100 FIRST FLOOR REMOVAL PLAN jasont.merkel@gmail.com A- 101 BASEMENT CONSTRUCTION PLAN ,:;SEAL: X. NO-Irl TON CUCCU_Lvr� S S A- 102 FIRST FLOOR CONSTRUCTION PLANT A- 103 FIRST FLOOR RE FLECTED EFLECTED CEILING PLAN A- 104 ROOF CONSTRUCTION PLAN & E ID _- mmmm - - - -__ - - - --- 350T ELEVATION --- �i._._.1 1._ = _ --- -- .. , _ I---1 ►L_JI _ a= SECTIONS DETAILS & AIR SEALING 1-0 A-501 WALL FRAMING DETAILS & 9 r__1ASr1 ARr Y 11939 PLUMBING RISER DIAGRAM A-502 FRAMING CONNECTOR DETAIL aPPM N N R®�°�® AS � � S oATE" � B.P.# FEE BY: NOTIFY BUILDING DEPARTME !.;AT 631-765-1802 8AM TO 4P;~�FO ' THE TABLE 602.30) FASTENING 5GHEDULE TABLE 602.30) FASTENING 5GHEOULE TABLE R802.5.1(ci) RAFTER/GEILINC J015T HEEL JOINT GONNEGTIO 1. FOU FOLLOWING INSPE(Tin :. i�FrR NG� 5TANDARD: DESCRIPTION OF NUMBER AND TYPE SPACING AND DESCRIPTION OF NUMBER AND TYPE SPACING AND GROUND SNOW LOAD(PSF) Y MAP �. FOUNDATIO D 2020 RESIDENTIAL GORE OF NEVI PORK STATE ITEM BUILDIN6 ELEMENTS OF FASTENER LOCATION ITEM BUILDING ELEMENT'S OF FASTENER LOCATION RAFTER RAFTER 20"6 30 50 70 FOR POUREI i ROOF WALL CONTINUED .: UGH- 2020 ENERGY CONSERVATION CODE OF NEW YORK 5TATE SLOPE 5PACIN6 ROOF SPAN(FEET) „ " y a x x O ) 12 20 28 156112 20 28 36 12 20 28 156115 20 28 36 *. ' a `k, 3. INSULATION 2 "x0.113" or (2 " x0.113"•or Y 4. FiNAL-CONSTRUCTIO,'; ST Blocking between telling Joists or 3-sd common 3-sd common REQUIRED NUMBER OF I6d COMMON NAILS PER HEEL JOINT SPLICES ` �, , :.:. . ." n 1 rafters to top plate 2 x 0.151 or Toe Nall 2) x 0.131 •or 12 4 6 8 10 4 6 6 II 5 8 12 15 6 II 15 20 , '> ° BE COMPLETE FOR C.O. x 3-I0d box 3,12 16 5 8 10 13 5 8 11 14 6 11 15 20 8 14 20 26 `t ALL CONSTRUCTION SFIE:,_I. _.T THE r DF-51 C N LOAD I NO: 33' X 0.151);or ON x 0.►28");or x rnai s s es, crown 24 -► II 15 IQ 11 16 21 q 16 23 30 12 21 30 34 ,' ; ENTS Oi f;�F C(JCEl:4-ed x . , . � YORKREQUISTM bo I s/4 I 12 3 5 b 8 3 5 b 8 4 b Q II 5 8 12 15 , E• NOTREF,,, NEW x 8 and w►der sheatht to AT JNi(2 "x 0.113'.0 20 Face Nall + FOR er x . : ��e y: `� . ,,. each bearing 4-8d box 4sI2 16 4 6 8 10 4 6 8 11 5 8 12 15 6 11 15 20 '' :" ` r .",. `. .;=- , , DESIGN OR CONS1 Ri; Of ER RS WIND DESIGN 5UB.EGT TO DAMAGE FROM wnrrErt ICES ftaon , ►F,w 3-8d common Per Joist " 24 5 8 12 15 5 q 12 I6 7 12 17 22 a I6 23 2q 6ROUND SPEED TOP06RAPFNG SPECIAL WIN2 BOttN SEISNtIG t sls►+ u►uaztaY Iw nS Ni+>^t ng J top P 2 "x 0.131" or ' SNOW DESIGN Frost line 2 Celli oists to late Od box 3 4 5 b ' h k. }. t Te•P wEx tgfP to Noll 2 x 0.113).or r,: .' , LOAD (m 6fEG75 ND REGION 215 GA WeatFneri,g Termites 3-8d common ° . , 12 3 4 5 ? 3 5 7 q 4 7 q 12 "' ��� �,,,; ,:�"",� �..,. 's.°, .:;:t-A.,; � 4 ' (3 x 0.128),or 2 " x O 131" or k ;.;, �Cwt �, :. w 452 5o s,12 I6 3 5 b 8 3 5 7 a 4 7 Q 12 5 a 12 16 / .;#:h<;,< ,act -�,Y.., "„ ... ;. ;;: ','. COMPLY WITH ALL CODES 25 128 NO NO NO B Severe 3-0 Yes Yes Spa x na s 3-Od x 4-O x ■ ■ 24 4 7 a 12 4 7 10 13 b 10 14 18 7 13 18 23 ;. , °"' ' yy'y F Gelll oists not attached to parallel " 0 x 0.128);or ,.' '< ` 4 EILINs LIVE LOADe 20 5.F ngJ PeN �. ,. . ...., .. ' :.. t NE YORK STATE & TOWN C DES rafter, I over artlttorns (see x 0.126),or s es, crown 12 3 4 4 5 3 3 4 5 3 4 5 ? 3 5 7 a ::x$, , �,. : ° , MID.FLOOR LIVE LOAD 30 P.S.F. P 3- corrnrrion Face Nail s ■ ' ' .r,'.°' ."" . : AS :QUIRED AND CONDITI 3 Sections 23.1,R80232 and a., I /4 I 'it 12 I6 3 4 5 b 3 4 5 6 3 5 7 q 4 6 Q I I fi O S O F ST. O 40 P.5.F. 'x O 162' or ', .'° ,- t. T table R8025.1(a)) FLOOR 24 3 5 7 a 3 5 7 q 4 7 "r'. ' 9,ri:; '§ ,OR DESOUTHOLPOWMA- CK LOAD 40 P.5.F. 10 13 5 a 13 17 '', , _ x Hal s z..� : °. : ., ON LOAD LIVE LOAD e 32 PS.F. x �� a, �,.; 12 3 3 4 4 3 3 3 4 3 3 4 5 3 4 5 7 , ,4. ;y` . ',. �• Celli joists attached to parallel ■ ■. '.'`,; p .g. . .. v VERA6E DEAD LOAD ALL A_6EMBLIES, 10 P.S.F. Calling P (2 x 0.113 I or "r.. a ,� ... . ,, , ^ ;, rafter(heel joint),(see Sections Q.12 16 3 4 4 5 3 3 4 5 3 4 5 7 3 5 "i Cl -.� .,r y - . rti ' ;. �+ :a i DEAD LOAD SOLAR READY ZONE) 15 PS.F q JO Tc#�lo R8025.1(gI Face Nail 3-sd common «'. �:. �'• , � �, r' :, `' S I �, BOARD R8023.1,F'80232 and table 2 " x O.i31"•or 24 3 4 b 7 3 4 b "i 3 6 8 10 4 7 10 13 k SEE PLANS F( CALCULATIONS FOR COMPLEX LOADING CONDITIONS, R8025.1(q)) 21 Joist to s111,top plate or girder 3-10 box Toe Nall w y )` my' 1 ,v 1 RUSTE 5TRUGTURAL ELEMENTS, d LOAD PATHS 12 3 3 3 3 3 3 3 3 3 3 3 4 3 3 4 5 %.,`:'- ;.' ..' ,, :. :. .4 X (3" x 0.128");Or , t ; - x nails 12%12 I6 3 3 4 4 3 3 3 4 3 3 4 5 3 4 5 7 e s ; ,'y:. . _�l, ,, %:.� •4 AI I nwAFsl F DEFLECTION OF STRUCTURAL MEMBERS (3 x 0.128);or *�� r Collar tier to rafter,face nail or I Faso Nall 8d bo 2 ' x O 3° • 4" toe n I 24 3 4 4 5 3 3 4 6 3 4 6 8 3 6 8 10 " 5 O common a I e. .,. •. '. HAVINE SLOPES GREATER THAN 3/12 4"x 20 ga.ridge strap to rafter each rafter 8d common ;: .` g t. ✓ , L/180 (3 x 0.146),or " :: . '. . � � , t , WITH NO FINISHED CEILING ATTACHED t0 RAFTERS Rim Joist,band Joist or blocking 2 x 0.131 or „. ' x Hal s �s, x 22 to sill Or late (roof '.. . NTERIOR WALLS d PARTITIONS H/180 3- x Halls tOP P IOd box b toe Hall M1t ., #` 2 toe nails an applications also) " x 28'• ,.., LOOKS 3 PLASTERED CEILINGS L/360 ■ q�P (3 O I ),or 4k one side arm I - '. �, ` OCCUPANCY OR x Hai s ... ': x ' OTHER STRUc:TURAL MEMBERS L/240 3-O common nails : .. USEISUNLAWFU 6 s taco (3" x 0.148') Or toe Hall On 3-8d boxz: IOR WALL5 WITH PLASTER OR STUC,00 FINISH W360 Rafter or roof truss to p : opposite side ■ •. TABLE R602.3 3 REQUIREi"iENT5 FOR WOOD G ,. X (2 x 0.113) or O STRU TURAL b IOR WALL5-WIND LOADS WITH BRITTLE FINISHES L/240 . .• of each rafter 2-8d common PANEL SHEA N ,, . . .::'; ' ;-:. :;.: , ,' : .. '.:: � �, 1 (3 x o.128),or a " WALL THI G USED TO RESIST WIND PRESSURES ; , ,: ., > `'k`;,- <;',;` k, WITHOUT CERTIF . ATE IOR WALLS-WIND LOADS WITH FLEXIBLE FINISHES VI20 X O. Hal s try/ss 23 I"x 6"subFloor or less to each Joist 2 x 0.131 •or Face e F ' ,✓. ` 5-10d box Noll PANEL NAIL ULTIMATE , MINIMUM NAIL 5PACIN6 DESIGN WIND s, 0 F OCCUPANCY M' x 0.135" or (3 x 0.128);or MINIMUM SPEED Vw IS common s es, crown WOOD MINIMUM MAXIMUM ,� NOMINAL WALL r /� � /� (3 x 0.148),or Toe Noll SIZE PElt1RATi0N STRUCTURAL PANEL STUD es le ,,; �, �`<ws � F�01,,BER CER TIFI C ENERAL NOTES O x 3-I box PANEL Wind Exposure „ ` ■ ■. (INCHES) THICKNESS SPACING (is (inchesCategory .; - `+ ` VON x 0.128 or x 0.135 or '�' � , (3 )s 24 2 subfloor to Joist or girder find `'T'� rafters to rick voile J 9 B and LEAD Roof raf y or hip 2-Ibd common - .N ,.... �•. .° �,' , , d� x O. nails RATING (INJ (IN) o.cJ o.cJ ; O:� CONTENT EFORE 1. ALL WORK SHALL CONFORM TO 2020 F:E5IDENTIAL CODE OF NEW YORK STATE AND THE 2020 ENERGY -I rafters or roof rafter to minimum 2 face null B G D r• Ci 3-ba x Halls "x 0.162" cl:r7 rlfY'�cA rE of o[; �PA PVC' CONSERVATION CODE OF NEW YORK STATE. ridgebeam bd common"x 0.135' or 3-Ibd box IS 24/0 3/8 16 6 12 140 115 I10 2`plonks (plank d bean- At each 2.0 x 0.113 SOLDER /" 2. DO NOT SCALE DRAWIN65. WRITTEN DIMENSIONS SUPERCEDE SCALED DIMENSIONS. 2-16d common 25 P P " x 0.135" or CG ER floor d floor) 2-6 common bearing,face �. � � � (3 'x 0.162'•or End Noll ad common 16 6 12 fT0 140 135 3. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE SITE PRIOR TO STARTING WORK AND SHALL 3_1O box " x 0.162" Hall 1 T5 24/I6 l/Ib SUF'PL Y ' (2.5' x 0.151.) 1'^ FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK COMPLY WITH SAME. 3-I6d common 24 b 12 140 115 110 ; r C3" x o.128'h or EXCEED�'/,u ��r , J 4. CONTRACTOR SHALL OBTAIN A BUILDING PERMIT FROM THE TOWN OF SOUTHOLD PRIOR TO 5TARTIN6 ANY WORK. - x 0. Hai s (3 "x 0.162" F A() 5. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS,PERMITS,GERTIFIGATES OF OCCUPANCY, IbdWALL " ON 10 128") o,d box AREA GALGUL4T1ON5: ,,'P��jMglNG PROJECT: INSPECTION APPROVALS,ETC.,FOR WORK PERFORMED FROM A&ENGIE5 HAVING JURISDICTION THEREOF, IF common 24 o c. 26 Eland or Rim Joist to Joist x O nails End Nall REGUIRED• 8 Stud to stud (not at braced wall x 0.162 face nail ;�1LL PLUMPING WASTE x ga.staples, EXISTING UNFINISHED BASEMENTS 1,274 SF. &WATER LINES NEED panels) IOd box "x 0.128"; Ib"o.c. 7(b■ u..o,,m 1,6a3 SF 6. THE ARCHITECT HAS NOT BEEN RETAINED FOR ON-SITE INSPECTIONS AND/OR 055ERVATIONS OF THE GON5TRUGTION. or 3" x 0.131"nails face nail EXISTING FIRST FLOOR T •ING BEFORE COVERiN Stud to stud and abutting studs at I6d box C3 " x 0.135"); 12" oz. 2od common r e eye: FA5TENER5 FOR A5PHALT ROOF 5HINGLE5 EXISTING SUNROOMt 262 Sr-. LOT ae tor 15 NORTON-CUCCURESE I. IF IN THE COURSE OF GONSTRUGTION A c:ONDITiON EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THESE n9 (4 x O.Ig2);or as follows 3 PLANS,THE CONTRACTOR SHALL STOP I^IORK AND NOTIFY THE ARCHITECT OR ENGINEER.SHOULD HE FAIL TO FOLLOW q Intersect) wall corners(at braced or 3 x 0.131 nails face nail 2 EXISTING 6ARA6E� a Ibd common 16'oz. Oz.at top and 372 5F. t i7 77.73 TH15 PROCEDURE AND CONTINUE WITH THE WORK,HE SHALL A55UME ALL RESPONSIBILITY AND LIABILITY THEREFROM. wall Is) bottom and EXI5TIN6 FRONT PORCH, " f en RESIDENCE Pang 'x 0.162" face Hall R9052.5 FASTENERS.FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, 43 5F. " d"er staggered STAINLESS STEEL,ALUMINUM OR COPPER ROOFING NAILS MINIMUM 12 6A6E[O.M INCH tJS3�� As All exterior lighting 8. THE CONTRACTOR IS TO PROVIDE PROPER SUPPORT AND PROTECTION OF EXI5TIN16 CONDITIONS THROUGH DURATION OF common oz. EXISTING REAR DEGK� 417 SF. DEMOLITION AND NEW CONSTRUCTION. Built up header(2"to 2'header " x 0.162" a face nail O x oz. ace (2b7 MM)]SHANK WITH A MINIMUM 3/8-INCH(45 MM)DIAMETER HEAD,ASTM F I66-7,OF F� 10 with 15' spacer) Ibd box(3 ° x 0.1358); oz. ON x 0.128");or nail at top and A LENGTH TO PENETRATE THROUGH THE ROOFINI6 MATERIALS AND NOT LESS THAN 3/4 Manimeat � installed,replaced or e face nail X 0• nails bottom INCH(Iq.I MM) INTO THE ROOF SHEATHIN6.WHERE THE ROOF SHEATHING 15 LESS THAN repaired shall eonfo 9. ALL METHODS OF CONSTR.UGTION INGLUDIN6 FORM WORK AND PLACEMENT OF GONGRETE ARE TO BE CAREFULLY 27 Bvlit girders and beams,2 Inch staggered an p 5L PMV15ED BY THE CONTRACTOR. 5-bd box -uP 9 99e 3/4 INCH pq.l MM)THICK,THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING. 2 " x 0.113'•or lumber layers opposite sides to Chapter 172 10. ALL CONCRETE SHALL BE IN ACGORDAN CE WITH TABLE R402.2 OF THE 2020 RESIDENTIAL GORE OF NEW YORK STATE: II Continuous header to stud 4- common Toe Nall RcIO52b ATTACHMENT.ASPHALT 5HIWvLE-5 SHALL HAVE THE MINIMUM NUMBER OF Of the Town Cody 2 "x 0.151"•or 2 20d common FASTENERS REQUIRED BY THE MANUFACTURER,NUT NOT LESS THAN FOUR FASTENERS ZON I NI GALGULATI ON5: w SCTM: 1000-3-2-8 2500 PSI (4 x O.IQ2");or Face nail ai PER STRIP SHINGLE OR TWO FASTENERS PER INDIVIDUAL 5HIN6LE.I WHERE THE ROOF �_�O o FOUNDATION WALLS d FOOTINGS= 3p00 P51 4-O x x O.2 3-10d box ends and SLOPE EXCEEDS 21 UNITS VERTICAL IN 12 UNITS HORIZONTAL(21,12 I"15-PERCENT • CONCRETE TO HAVE 5% TO 1% AIR-ENTRAINMENT,PER R4022 i corrnnlon � I6'o c. (3' x 0.128");or each splice w NY II. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM 501E PRESSURE OF 2p00 POUNDS PER 5Q. FT. AND op p top p x 0.162 12"o pall - SLOPE),5HIN61 ES SHALL BE INSTALLED A5 REWIRED BY THE MANUFACTURER. dew w " 12 T late to late 10d box " x 0.128"; 12" o c. x O. nails o lance n r+ ELECTRICAL SHALL HAVE A MINIMUM OF 3-0 OF GOVER. IF CONTRACTOR ENCOUNTERS POOR 501L CONDITIONS THEY SHALL STOP 4-I6d box iNSPECTION REQUIRE or 3 x 0.131 Halls face nail R]`QUIRED PROPOSED a 23'' � WORK AND CONTACT THE ARCHITECT. (3 " x 0.135"•or 8-I6d common _` common FRONT YARD SETBACK 50' 104b'-No cHnrl�E ,haa iz�•'� 350 THE SHORT LANE 12. ALL POURED CONCRETE FOOTIN65 ARE TO BE REINFORCED WITH(Z#5 REBAR HORIZONTAL CONTINUOUS.MLE55 OTHERWISE NOTED " x 0.162"•or alp nail on r strip supporting joists or ■ ■ At each Joist Double top plate splice for SDC 2-bd x 28 Legge P '4'P J x 0.162 J SIDE YARD SETBACK is t4'-No GwweE EAST MARION NY 11939 each side of rafters or rafter 13. ALL WOOD CONSTRUCTION SHALL COMPLY WITH THE 2020 RESIDENTIAL GORE OF NEW YORK STATE. A-D2 with seismic brewed wall Tine ■X 0.135■•O end Joint ON x box " face nail COMBINED SIDE YARD SETBACK 35' 16J'-NO C40NSE 0te J} romp x , 13 spacing -25 12-I x (3 x 0.128);or REAR YEAR SETBACK %_xQ*�" F 14. ALL LUMBB2 SHALL BE HEM FIR NO2 1$=850 P51 SINGULAR,q75 REPETITIVE FV=qS PSI,E=1,300p00 P51,MAXIMUM MOISTURE CONTENT<19AS. " minimum 24 I x O. Hai s � �GFIAN6E �-+-"'`a 4 t3 x 0.126)•or x lama OR DOU6LA5 FIR NO2 FB=8T5 SIN6ULAf� q75 REPETITIVE FV=q5 P51,E= I�OOp00 P51,MAXIMUM MOISTURE CONTENT<IgSK. pinto length 2-Od box MAXIMUM LOT GO�/EF2AGE 20% bh%-No OON6E x O. nails ach side 2q Bridging to Jost Each erKi MAXIMUM HEIGHT 1 15. ALL WOOD EXPOSED TO WEATHER SHALL 13E A.G.Q.TREATED.ALL WOOD THAT COMES INTO CONTACT WITH CONCRETE 15 TO BE Double top plate splice for SDCs 12-Ibd ' x 0.135' joint) (3 x 0.128)•or toe nail 35 t 14b -No GF64NSE I PRE�IRE TREATED. DO,Di,or D2;and braced wall line spacing >25' Iq. ALL TRIMMED AND FLUSH CONNEGTION5 BETWEEN JOISTS,POSTS,OR RAFTERS TO BEAM5,6IRDER5 OR 5TRUGTURAL I common I6 oc. DESCRIPTION OF NUMBER AND TYPE MEMBERS TO BE FASTENED U51N6 GALVANIZED METAL HANGERS BY 'SIMP50N 5TRON6 TIE'OR APPROVED EQUAL. SPACING OF FASTENER5 �"% "` DRAWING: Bottom plate to Joist,rim)olst, ■ x 0.162" face nail ITEM BUILDING ELEMENTS OF FASTENER ED6E5 ON) INTERMEDIATE 20.INTERIOR PARTITIONS ARE TO BE CONSTRUCTED OF 2" x 4" WOOD STUDS AT 16"O.G. WITH 1/2"6YP5UM BOARD BOTH 14 band Joist or blocking (no of ! box SUPPORTS (IN J x Too �+ w SIDES UNLESS OTHERWISE NOTED. ■ 12" o.c. x " x braced wall panels) x 0.1352or WOOD STRUCTURAL PANELS,SUBFLOOR ROOF AND INTERIOR WALL SHEATHING 21. ALL HEADERS AT INTERIOR WALL GONS1 RUCTION SHALL BE(2) 2" X 6"UNLESS NOTED OTHERWISE. x nails face Hall " TO FRAMING AND PARTICLEBOARD WALL SHEATHING TO FRAMING(SEE TABLE '� x S each 16 o.c. R6023(3) FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WAL_ i x � COVER SHEET 22.DOUBLE J015T5 UNDER ALL PARTITIONS PARALLEL TO SAME AND AROUND ALL OPENINGS.PROVIDE BLOGKINIG UNDER Bottom plate to Joist,rim Joist, " x 0.135" or face nail FRAl per) i , a4 w ALL PARTITION WALLS RUNNING PERPENDICULAR TO JOISTS. 15 bond Joist or blocking(at braced 2-6 x 2 each 16" oz. 6d common 2" x 0.113" wail pawl) "x 0.162' or face nail 25.ALL STRUCTURAL POSTS ARE TO BE 501-IDLY BLOCKED TO TOP OF FOUNDATION WALL OR SUPPORT BELOW " 30 s/a■_15■ nail subFloor,wolf) 6 12"f o i 4-3 x 0.131 Halls 4 oaeh Ib oz-. 8d common(2)4" x 0.131") peps 24.MULTIPLE PLIES OF MIGF OL AM5 TO BE SCREWED TOGETHER WITH TWO(2)STAGGERED ROWS OF SIMP50N 5D5 SCREWS face nail nail roof 4-iDd box 162 Arc WITH MIN. 5/4"EMBEDMENT INTO EACH PL'f AT 16" O.G. 2 "x 0.113" •or 31 ' - I' ad common (2 " x 0.131") 6 12"f 25.PROVIDE 6'-6"MIN. CLEARANCE ABOVE STAIRS AS PER N.Y.S. CODE, x Od common 5s.2 26.ALL ELECTRICAL WORK SHALL BE BOAFV OF FIRE UNDERWRITER5 APPROVED AND IN ACCORDANCE WITH N.E.G. ' X 0.135" Or o - (3' X 0.148°)nail;or 4-8d common Toe Nall 32 I ye I y4 bd common(2 6* x 0.131") 6 12 yate troy a ISSUED REGULATIONS,AND APPLICABLE SECTIONS OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. 2 'x 0.131'•or i�`� � deformed nail /� PLAN y� p�` , I,�' y� 7,g �4d R� 27.ALL PLUMBING SHALL BE IN STRICT AGGORDANGE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 4-1 X BU I LD I NC I- LA � ILL Y I E �l NOTE �� e� ON x 0.128");Or OTHER WALL SHEATHING q�a 3p.5 # DATE COMMENT 25.ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT OR ENGINEER WILL NEGATE THE 16 Top or bottom plate to stud 4-3 x 0.0 nails I Ivan►zed roofing ec 3-Ibd x structural cellulosic nail, head diameter, ysu' tangy 1 8121i2023 ISSUED FOR PERMIT CERTIFICATION OF THESE PLANS. " ■ BUILDING PLANS EXAMINER SHALL REVIEW THE ENCLOSED DOCUMENT FOR MINIMAL gee 3 x 0.135 or 33 fiberboard sheathing or I'crown staple 16 go., 3 6 ACCEPTABLE PLAN SUBMITTAL REQUIREMENT5 OF THE TOWN AS SPECIFIED IN THE BUILDING 2q.THE OWNER SHALL SELECT ALL FIN15H MATERIALS AND GOLOR5. 2-Ibd common 1)4" longAND/OR 2020 RESIDENTIAL CODE OF NEW YORK STATE. THIS REVIEW DOES NOT s End Nall " 60ARANTEE GOMPLIANGE WITH THAT CODE. THE SEAL AND 516NATURE OF THE DESIGN 30.ALL MOLDINGS AND TRIM SHALL BE GHCISEN BY OWNER x 0.162 •or I s/4 galvanized roofing PROFE55IONAL HAS BEEN INTERPRETED AS AN ATTESTATION THAT TO THE BEST OF THE -I x 12%2N structural cellulosic nail, Ufv" head diameter, 3 b LICENSEE'S BELIEF AND INFORMATION THE WORK IN THE DOC.UMENT�15 � 31. THE CONTRACTOR SHALL PROVIDE A GERTIFICATE IN COMPLIAGE WITH NI101.14. A PERMANENT GERTIFIGATE SHALL BE ON x 0.128");or fiberboard sheathing or IN crown stople 16 go, GOI- L D BY THE BUILDER AND P05T1=D ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED, x nails I A to -A�1RATE 32.THESE ORAWIN65 AS INSTRUMENTS OF 51RVIGE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT OR 3-10 box I 'galvanized roofing -15 THE RESPONSIBILITY OF THE LICENSEE REVISIONS ENGINEER WHETHER THE PROJECT FOR I^IHiGH THEY ARE MADE 15 EXECUTED OR NOT.THEY ARE NOT TO BE USED ON ON x 0.128");or nail;staple galvanized, -GONFORM5 WITH 60VERNIN6 CODES APPLICABLE AT THE TIME OF 501,115SION ANY OTHER PROJE:GT5 OR EXTENSIONS O TH15 PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH APPROPRIATE 11 TOP Plates, Ids at corners and 2-Ib common F Nail gypsum sheathing d I)�' to I y4"screws, 7 l -CONFORMS WITH REASONABLE STANDARDS OF PRACTICE AND WITH VIEW TO THE 1 W COMPENSATION TO THE ARCHITECT OR ENGINEER. Intersections " long; p T. # DATE COMMENT x 0.162 or type W or 5 SAFE6UARDIN6 OF LIFE,HEALTH,PROPERTY,AND PUBLIC WELFARE T 7 boz Hal s I �'4 galvanized roofing -TO THE BEST OF THE DE516N PROFESSIONAL KNOWLED6E AND ABILITIES THE CONSTRUCTION nail;staple galvanized, DOGUMIE7�'f5 HAVE BEEN PREPARED IN GOMPLIANGE WITH THE REQUIREMiENTS OF THE NEW YORK ca 2) " x 0.113" or s/s" gypsum sheathing"d I s/e■ long;Ie'screws, 7 7 STATE ENERGY CONSERVATION GORE 2016. q s 2-8d common type W or 5 18 I'brace to each stud and plate 2 "x 0.131' or Face Nall HOOD STRUCTURAL PANELS,COMBINATION 5UBFLOOR UNDERLAYMENT TO FRAMN 2-10 x ON x 0.1264);or a or ne 2 s les at I ' (2" x 0.120")nail;or �I box 37 %'"and less can 6 12 MEP STATEMENT OF COMPLIANCE 2 "x 0.113"•or 2 "x 0.151" nail DATE: 2/5/2020 2-8 common 8d common ALL HEATING,VENTILATION,AND AIR CONDITIONING WORK TO COMPLY WITH CHAPTER5 5�6�? Q DRAWN BY: JM IN x 6'sheath) to each bead 2 "x 0.131" •or "- 2 ' x 0.131" nail;or 12-24 OF THE 2020 RESIDENTIAL GORE OF NEW YORK STATE. �a� , p' 2-O box Face Nall 38 Ye I 8deformedb 12 ON x 0.128');or 2 " x 0.1204 nail ALL PLUMBIN6 WORK TO COMPLY WITH GHAPTERS 25-53 OF THE 2020 RESIDENTIAL ,1,99 l9 p�enco apro" SCALE: AS NOTED !,Staples, crown IOd common CODE OF NEW YORK STATE. �8" e ga., 1 3'4 long ON x 0.148") nail;or r Y4 sd deformed 6 12 ALL ELECTRICAL WORK TO COMPLY WITH CHAPTERS 55-41 OF THE 2020 RESIDENTIAL w blot �j�QC (2&x 0.120") nail CODE OF NEW YORK STATE. A� 00 I 2020 RE51 DENTI AL GORE OF NEW YORK R311.7.5.3 N051N65. THE RADIUS OF CURVATURE AT THE NOSING SHALL BE NOT ARCHITECT: GREATER THAN q/I6 INGH (14 MM). A NOSING PROJECTION NOT LESS THAN 3/4 5EGTION Fa15 GARBON MONOXIDE ALARMS STATE ANALY515 INCH (let MM) AND NOT MORE THAN I1/4 INCHES (52 MM) SHALL BE PROVIDED JASON T. MERKEL ON STAIRWAYS WITH SOLID RISERS. THE GREATEST NOSING PROJECTION g15.1. 6ENERAL. CARBON MONOXIDE ALARMS AND CARBON MONGXIDE DETECTORS 514ALL BE RA,AIA,NCARB R30cl FIRE-RE515TANT GON51RUGTION SHALL NOT EXCEED THE SMALLEST NOSING PROJECTION BY MORE THAN 3/8 INSTALLED IN BUILDINCG5 A5 REQUIRED IN ACCORDANCE WITH 5EGTION 9152 FOR RESIDENTIAL R302.5 DWELLING-GARAGE OPENING AND PENETRATION PROTECTION. INGH M.5 MM) BETWEEN TWO 5TORIE5, INGLUDIN6 THE NOSING AT THE LEVEL BUILDIN65. 11 SIMS STREET OPENINGS AND PENETRATIONS THROUGH THE WALLS OR GEILIN65 SEPARATING OF FLOORS AND LANDIN65. BEVELING OF N051N65 SHALL NOT EXCEED 1/2 4115.2 RESIDENTIAL BUILDIN65. PATCHOGUE,NY 11772 THE DWELLING FROM THE 6ARA6E: SHALL BE IN AGGORDANGE WITH SECTIONS INCH (12.7 MM). 41152.3.1.1.1 A CARBON MONOXIDE ALARM SHALL BE PROVIDED ON EACH STORY 631-662-4884 R302.5.1 THROUGH R302.5.3. EXCEPTION: A NOSING PROJECTION IS NOT REQUIRED WHERE THE TREAD GONTAINING A SLEEPING AREA, WITHIN 15 FEET OF THE 5LEEPIN6 AREA. MORE THAN ONE jasont.merkel@gmail.com R302.5.1 OPENING PROTECTION. OPENINGS FROM A PRIVATE 6ARAOE DEPTH IS NOT LESS THAN it INGHES (279 MM). GARBON MONOXIDE ALARM SHALL BE PROVIDED WHERE NECESSARY TO A55URE DIRECTLY INTO A ROOM USED FOR 5LEEPIN6 PURPOSES SHALL NOT BE THAT NO 5LEEPING AREA ON 5UGH STORY 15 MORE THAN 15 FEET AHAY FROM A GAR13ON PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL R311.7.5.4 EXTERIOR PLASTIC GOMPO5ITE STAIR TREADS. PLASTIC GOMP051TE MONOXIDE ALARM. SEAL: BE EQUIPPED WITH SOLID WOOD DOORS NOT LE55 THAN 15/5 INCHES (35 MM) EXTERIOR STAIR TREADS SHALL COMPLY WITH THE PROVISIONS OF THI5 g152.3.1.12 A CARBON MONOXIDE ALARM SHALL BE PROVIDED ON EACH STORY THAT �' ;" t,..,.._.•' ._.,, IN THIGKNE55, 50LID OR HONEYCOMB-GORE STEEL DOORS NOT LESS THAN SECTION AND SECTION R507.3. CONTAINS A CARBON MONOXIDE SOURCE. 13/8 INCHES (35 MM) THICK, OR 20-MINUTE FIRE-RATED DOORS, EQUIPPED WITH A SELF-CLOSING DEVICE. R311.7b LANDINGS FOR STAIRWAYS. THERE SHALL BE A FLOOR OR LANDING 5EGTION R80-1 ATTIG AGGE55 r f. AT THE TOP AND BOTTOM OF EACH STAIRWAY. THE WIDTH PERPENDICULAR TO THE DIRECTION OF TRAVEL SHALL BE NOT LE55 THAN THE WIDTH OF THE R302.6 DWELLING-GARAGE FIRE SEPARATION. THE 6ARAOE SHALL BE FLIGHT SERVED. LANDINGS OF SHAPES OTHER THAN SQUARE OR R8O7.1 ATTIC ACCESS. BUILDINGS WITH COMBUSTIBLE GEILIN6 OR ROOF SEPARATED AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS REGTANGULAR SHALL BE PERMITTED PROVIDED THAT THE DEPTH AT THE CONSTRUCTION SHALL HAVE AN ATTIC AGGE55 OPENING TO ATTIC AREAS SHALL COMPLY WITH 5EGTION R302.5. ATTAGHMENT OF 6YP5UM BOARD THAT HAVE A VERTICAL HEIGHT OF 30 INGHES (762 MM) OR GREATER OVER SHALL COMPLY WITH TABLE R702.3.5. THE WALL SEPARATION PROVISIONS OF WALK LINE AND THE TOTAL AREA IS NOT LE55 THAN THAT OF A QUARTER CIRCLE WITH A RADIUS EQUAL TO THE REQUIRED LANDING WIDTH. WHERE THE AN AREA OF NOT LE55 THAN 30 SQUARE FEET (2.8 M2). THE VERTICAL TABLE R302.6 SHALL NOT APPLY TO 6ARA6E WALLS THAT ARE HE16HT SHALL BE MEASURED FROM THE TOP OF THE GEILIN6 FRAMING PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL. STAIRWAY HAS A STRAIGHT RUN, THE DEPTH IN THE DIRECTION OF TRAVEL SHALL BE NOT LESS THAN 36 INGHES (q14 MM). MEMBERS TO THE UNDERSIDE OF THE ROOF FRAMING MEMBERS. THE ROUGH-FRAMED OPENING SHALL BE NOT LESS THAN 22 INCHES BY 30 INCHES TABLE R302b DWELLING-GARAGE 5EPARATION EXCEPTION: A FLOOR OR LANDING 15 NOT REQUIRED AT THE TOP OF AN (5561 MM BY 762 MM) AND SHALL BE LOCATED IN A HALLWAY OR OTHER SEPARATION MATERIAL INTERIOR FLIGHT OF STAIRS, INGLUDIN6 STAIRS IN AN ENCLOSED GARAGE, READILY ACCESSIBLE LOCATION. WHERE LOCATED IN A WALL, THE OPENING PROVIDED THAT A DOOR DOES NOT 5WIN6 OVER THE STAIRS. SHALL BE NOT LE55 THAN 22 INCHES WIDE BY 30 INCHES HIGH (55g MM WIDE From the residence and attics applied to Not less than 112-inch gypsum BY 762 MM HIGH). WHERE THE AGGE55 15 LOCATED IN A GEILIN6, MINIMUM the garage side board or equivalent R311.7.7 STAIRWAY WALKING SURFACE. THE WALKING SURFACE OF TREADS UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE SHALL BE 30 INCHES (762 AND LANDINGS OF 5TAIRWAY5 SHALL BE SLOPED NOT STEEPER THAN ONE MM) AT SOME POINT ABOVE THE ACCESS MEASURED VERTICALLY FROM THE From habitable rooms above the c9 Type,ara a Not less than 5/8-Inch T e X UNIT VERTICAL IN 48 INCHES HORIZONTAL (2-PERGENT SLOPE). BOTTOM OF GEILIN6 FRAMING MEMBERS. SEE SECTION M1305.1.3 FOR AGGE55 .y equivalent gypsum board or R311.7.8 HANDRAILS. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN ONE REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS LOCATED IN ATTICS. SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE Rg05.l.1 UNDERLAYMENT. UNDERLAYMENT FOR ASPHALT SHINGLES, CLAY AND 5tructure(s) supporting floor/cellin Not less than 1/2-Inch sum RISERS. pp g g gyp CONCRETE TILE, , , assemblies used for separation required b board ore equivalent METAL ROOF SHINGLES MINERAL-SURFACED ROLL ROOFING p q y q R3113.8.1 HEIGHT. HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLATE AND SLATE-TYPE 5HINOLE5, WOOD 5HINOLE5, WOOD SHAKES AND this section SLOPED PLANE ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP METAL ROOF PANELS SHALL CONFORM TO THE APPLIGABLE STANDARDS Garages located less than 3 feet: from a Not less than 112-inch gypsum SLOPE, SHALL BE NOT LE55 THAN 34 INCHES (864 MM) AND NOT MORE THAN LISTED IN THIS CHAPTER. UNDERLAYMENT MATERIALS REQUIRED TO COMPLY dwelling unit on the same lot applied to the board or equivalent walls that 38 INCHES (%5 MM). WITH A5TM D 226, D Ig70, D 486q AND D 6757 SHALL BEAR A LABEL interior side of exterior within this, area are INDIGATIN6 COMPLIANGE TO THE STANDARD DE51ONATION AND, IF EXCEPTIONS: APPLICABLE, TYPE GLA551FIGATION INDICATED IN TABLE Rg05.1.1(1). For 51: 1 Inch = 25.4 mm, I foot = 504.8 mm. I. THE USE OF A VOLUTE, TURNOUT OR 5TARTING EA51N6 SHALL BE UNDERLAYMENT SHALL BE APPLIED IN ACCORDANCE WITH TABLE Rg05.1.1(2). ALLOWED OVER THE LOWEST TREAD. UNDERLAYMENT SHALL BE ATTACHED IN AGGORDANGE WITH TABLE R905.1.1(3). 2. WHERE HANDRAIL FITTINGS OR BENDIN65 ARE USED TO PROVIDE R5052 INTERIOR STAIRWAY ILLUMINATION CONTINUOUS TRANSITION BETWEEN LIGHTS, TRANSITIONS WINDER TREADS, RgO5.1.2 ICE BARRIERS. IN AREAS WHERE THERE HAS BEEN A HISTORY OF ICE F ANSITIONS E INTERIOR 5TAIRWAY5 SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT THE TRANSITION FROM HANDRAIL GUARD, A USED AT THE START A FORMING ALONG THE EAVES GAU51NO A BACKUP OF WATER AS DE516NATED SOURCE TO ILLUMINATE THE LANDINGS AND TREADS. INTERIOR STAIRWAYS FLIGHT, THE HANDRAIL HEIGHT AT THE FITTINGS OR BENDIN65 SHALL BE IN TABLE R301.2(I), AN ICE BARRIER SHALL BE INSTALLED FOR ASPHALT SHALL BE PROVIDED WITH AN ARTIFICIAL L16HT 5OURGE LOCATED IN THE PERMITTED TO EXCEED 38 INCHES (6156 MM). 5HINOLE5, METAL ROOF 5HIN6LE5, MINERAL-SURFACED ROLL ROOFING, SLATE IMMEDIATE VICINITY OF EACH LANDING OF THE STAIRWAY. THE LIGHT SOURCE AND SLATE-TYPE SHINGLES, WOOD SHINGLES AND WOOD SHAKES. THE ICE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS OF R311.7.8.2 CONTINUITY. HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS BARRIER SHALL CONSIST OF NOT FEWER THAN TWO LAYERS OF NOT LE55 THAN I FOOT-GANDLE5 (II LUX) AS MEASURED AT THE CENTER OF FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIREGTLY ABOVE THE UNDERLAYMENT CEMENTED TOOETHER, OR A SELF ADHERING TREADS AND LANDINGS. THERE SHALL BE A WALL 5WITGH AT EACH FLOOR TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST R15ER POLYMER-MODIFIED BITUMEN SHEET SHALL BE USED IN PLACE OF NORMAL LEVEL TO CONTROL THE LIGHT 50URGE WHERE THE STAIRWAY HAS SIX OR OF THE FL16HT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN UNDERLAYMENT AND EXTEND FROM THE LOWEST EDGES OF ALL ROOF MORE RISERS. NEWEL P05T5 OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SURFACES TO A POINT NOT LE55 THAN 24 INCHES (610 MM) IN51DE THE SHALL HAVE A SPACE OF NOT LESS THAN 11/2 INCHES (38 MM) BETWEEN THE EXTERIOR WALL LINE OF THE BUILDIN5. ON ROOFS WITH SLOPE EQUAL TO OR EXGEPTION: WALL AND THE HANDRAILS. GREATER THAN 8 UNITS VERTICAL IN 12 UNITS HORIZONTAL, THE ICE BARRIER I. A 5WITGH 15 NOT REQUIRED WHERE REMOTE, CENTRAL OR AUTOMATIC, SHALL AL50 BE APPLIED NOT LE55 THAN 36 INCHES (q14 MM) MEASURED CONTROL OF LIGHTING 15 PROVIDED. EXCEPTIONS: ALONG THE ROOF SLOPE FROM THE EAVE EDGE OF THE BUILDING. I. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST R505.5 EXTERIOR 5TAIRWAY ILLUMINATION AT THE TURN. EXCEPTION: DETACHED AGGE55ORY 5TRUGTURE5 NOT GONTAININ6 EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT 2. THE USE OF A VOLUTE, TURNOUT, STARTING EASING OR STARTING NEWEL CONDITIONED FLOOR AREA. SOURCE LOCATED AT THE TOP LANDING OF THE 5TAIRWAY. EXTERIOR SHALL BE ALLOWED OVER THE LOWEST TREAD. STAIRWAYS PROVIDING AGGE55 TO A BASEMENT FROM THE OUTDOOR RgO5.2.4.1 WIND RES15TANGE OF ASPHALT 5HINOLE5. ASPHALT 5HINOLE5 GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL L16HT SOURCE R3113.8.3 GRIP-SIZE. REQUIRED HANDRAILS SHALL BE OF ONE OF THE SHALL BE TESTED IN ACCORDANCE WITH A5TM D 7158. ASPHALT SHINGLES LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY. FOLLOWING TYPES OR PROVIDE EQUIVALENT 6RASPABILITY. SHALL MEET THE CLASSIFICATION REQUIREMENTS OF TABLE Rg05.2.4.1 FOR THE APPROPRIATE ULTIMATE DESIGN WIND SPEED. A5FHALT 5HINOLE 31 ) .--� 5-r�I R�A•1�5. 1. TYPE I. HANDRAILS WITH A CIRCULAR GROSS SECTION SHALL HAVE AN P58 ANDIN6 SHALL BEAR A THE REQUIRED GLA LABEL O INDICATE TABL_EOM:nLIANGR9D5 2.4E WITH ASTM D OUTSIDE DIAMETER OF NOT LESS THAN 11/4 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT CIRCULAR, IT R311:i.1 WIDTH. STAIRWAYS SHALL 13E NOT LE55 THAN 36 INCHES (ql4 MM) IN SHALL HAVE A PERIMETER DIMENSION OF NOT LE55 THAN 4 INCHES , IT MM) EXCEPTION: ASPHALT SHINGLES NOT INCLUDED IN THE SGOPE OF ASTM D 7158 CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND AND NOT GREATER THAN 61/4 INCHES (OF NOT WITH A GROSS SECTION OF SHALL BE TESTED AND LABELED TO INDICATE COMPLIANCE WITH A5TM D 5161 BELOW THE REQUIRED HEADROOM HEIGHT. HANDRAILS SHALL NOT PROJECT AND THE REQUIRED GLA551FIGATION IN TABLE Rg05.2.4.1. MORE THAN 41/2 INCHES (114 MM) ON EITHER SIDE OF THE 5TAIRWAY AND THE DIMENSION OF NOT MORE THAN 21/4 INCHES (57 MM). E06E5 SHALL HAVE A CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HE16HT, RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). 5EGTION M1502 GLOTHE5 DRYER EXHAUST INGLUDIN6 TREADS AND LANDING45, SHALL BE NOT LE55 THAN 511/2 INCHES 2. TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 61/4 INCHES (160 (787 MM) WHERE A HANDRAIL IS INSTALLED ON ONE 51DE AND 2-1 INCHES (bg8 MM) SHALL HAVE A GRASPABLE FINGER REGE55 AREA ON BOTH SIDES OF M1502.1 GENERAL. CLOTHES DRYERS SHALL BE EXHAUSTED IN ACCORDANCE PROJECT: MM) WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. THE PROFILE. THE FINGER REGE55 SHALL BEGIN WITHIN A D15TANGE OF 3/4 WITH THE MANUFACTURER'S INSTRUCTIONS. EXCEPTION: THE WIDTH OF SPIRAL STAIRWAY5 SHALL BE IN ACCORDANCE INCH (Ig MM) MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE M1502.2 INDEPENDENT EXHAUST SYSTEMS. DRYER EXHAUST SYSTEMS SHALL WITH SECTION R3113.10.1. PROFILE AND ACHIEVE A DEPTH OF NOT LE55 THAN 5/I6 INCH (8 MM) WITHIN BE INDEPENDENT OF ALL OTHER SYSTEMS AND SHALL CONVEY THE MOISTURE NORTON-CUCCURESE 7/8 INCH (22 MM) BELOW THE WIDEST PORTION OF THE PROFILE:. THIS TO THE OUTDOORS. R311:1.2 HEADROOM. THE HEADROOM IN STAIRWAYS SHALL BE NOT LESS THAN REQUIRED DEPTH SHALL CONTINUE FOR NOT LE55 THAN 3/8 INCH (10 MM) TO A RESIDENCE 6 FEET 8 INCHES (2052 MM) MEASURED VERTICALLY FROM THE SLOPED LINE LEVEL THAT IS NOT LESS THAN 13/4 INCHES (45 MM) BELOW THE TALLEST EXCEPTION: THI5 SECTION SHALL NOT APPLY TO LISTED AND LABELED ADJOINING THE TREAD NO51N6 OR: FROM THE FLOOR 5URFAGE OF THE PORTION OF THE PROFILE. THE WIDTH OF THE HANDRAIL ABOVE THE REGE55 GONDEN51N6 (DUGTLE55) GLOTHE5 DRYERS. LANDING OR PLATFORM ON THAT 'PORTION OF THE STAIRWAY. SHALL BE NOT LESS THAN 11/4 INCHES (32 MM) AND NOT MORE THAN 23/4 INCHES (70 MM). EDGES SHALL HAVE A RADIUS OF NOT LE55 THAN 0.01 INGH M1502.3 DUGT TERMINATION. EXHAUST DUGT5 SHALL TERMINATE ON THE OUTSIDE OF EXCEPTIONS: (0.25 MM). THE BUILDING. EXHAUST DUGT TERMINATIONS SHALL BE IN AGGORDANGE WITH THE I. WHERE THE N051 N65 OF TREADS AT THE SIDE OF A FL16HT EXTEND UNDER DRYER MANUFAGTURER'5 INSTALLATION IN5TRUGTION5. IF THE MANUFACTURER'S SCTM: 1000-3-2-8 THE EDGE OF A FLOOR OPENING THROUGH WHIGH THE STAIR PASSES, THE R3113A ILLUMINATION. STAIRWAYS SHALL BE PROVIDED W1TH ILLUMINATION IN INSTRUCTIONS DO NOT SPEGIFY A TERMINATION LOGATION, THE EXHAUST DUCT SHALL FLOOR OPENING SHALL BE ALLOWED TO PROJECT HORIZONTALLY INTO THE ACCORDANCE WITH SECTION R3033. TERMINATE NOT LE55 THAN 3 FEET (q14 MM) IN ANY DIRECTION FROM OPENINGS INTO REQUIRED HEADROOM NOT MORE THAN 43/4 INGHES (121 MM). BUILDINGS. EXHAUST DUGT TERMINATIONS SHALL BE EQUIPPED WITH A BAGKDRAFT 2. THE HEADROOM FOR SPIRAL STAIRWAYS SHALL BE IN AGGORDANGE WITH DAMPER. 5GREEN5 SHALL NOT BE INSTALLED AT THE DUGT TERMINATION. SECTION R311.7.10.1. R311.7.3 VERTICAL RISE. A FL16HT OF STAIRS SHALL NOT M1502.4 DRYER EXHAUST DUGT5. DRYER EXHAUST DUGT5 SHALL GONFORM TO THE 350 THE SHORT LANE HAVE A VERTICAL R15E LARGER THAN 147 INCHES (3754 MM) BETWEEN FLOOR SECTION R314 5MOKE ALARMS REQUIREMENTS OF 5EGTION5 M1502.4.1 THROUGH M1502.4.7. EAST MARION, NY 11939 LEVELS OR LANDINGS. R314.1 GENERAL. SMOKE ALARMS SHALL COMPLY WITH NFPA 72 AND SECTION R314. M1502.4.1 MATERIAL AND 517E. EXHAUST DUGT5 SHALL HAVE A SMOOTH INTERIOR R311.7.4 WALKLINE. THE WALKLINE ACROSS WINDER TREADS SHALL BE FIN15H AND BE GON5TRUGTED OF METAL HAVING A MINIMUM THIGKNE55 OF 0.0157 CONCENTRIC TO THE CURVED DIRECTION OF TRAVEL THROUGH THE TURN AND R314.1.1 LISTINGS. SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217. INGHES (0.3g50 MM) (NO. 28 GAGE). THE DUGT SHALL BE 4 INCHES (102 MM) NOMINAL IN LOCATED 12 INCHES (305 MM) FROM THE 51DE WHERE THE WINDERS ARE COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE LISTED IN DIAMETER. NARROWER. THE 12-INGH (305 MM) DIMENSION SHALL BE MEASURED FROM THE AGGORDANGE WITH UL 217 AND UL 2034. DRAWING: WIDEST POINT OF THE CLEAR STAIR WIDTH AT THE WALKING SURFACE OF THE R3142 WHERE REQUIRED. CODES AND STANDARDS I IGG SMOKE ALARMS SHALL BE MI502.4.2 DUGT INSTALLATION. EXHAUST DUCTS SHALL BE SUPPORTED AT INTERVALS WINDER. IF WINDERS ARE ADJACENT WITHIN THE FLIGHT, THE POINT OF THE PROVIDED IN ACCORDANCE WITH THI5 5EGTION. NOT TO EXCEED 12 FEET (3658 MM) AND SHALL BE SEGUREDD IN PLACE. THE INSERT WIDEST CLEAR STAIR WIDTH OF THE ADJACENT WINDERS SHALL BE USED. END OF THE DUGT SHALL EXTEND INTO THE ADJOINING DUGT OR FITTING IN THE R3142.1 NEW CONSTRUCTION. SMOKE ALARMS SHALL BE PROVIDED IN DWELLING DIRECTION OF AIRFLOW. EXHAUST DUGT JOINTS SHALL BE 5EALEP IN ACCORDANCE GENERAL NOTES R311.75 STAIR TREADS AND RISERS. STAIR TREADS AND RISERS SHALL MEET UNITS. WITH 5EGTION M1601.4.1 AND SHALL BE MEGHANIGALLY FASTENED. DUCTS SHALL NOT THE REQUIREMENTS OF THIS SECTION. FOR THE PURPOSES OF THIS SECTION, BE JOINED WITH 5GREW5 OR 51MILAR FA5TENER5 THAT PROTRUDE MORE THAN Ilb INGH DIMENSIONS AND DIMENSIONED SURFACES SHALL BE EXGLU51VE OF GARPET5, R3142.2 ALTERATIONS, REPAIRS AND ADDITIONS. EXISTING DWELLING UNITS (3.2 MM) INTO THE INSIDE OF THE DUGT. RU65 OR RUNNERS. UNDERGOING REPAIR, ALTERATION, CHANGE OF OGGUPANGY, ADDITION OR RELOCATION SHALL BE PROVIDED WITH SMOKE ALARMS AS REQUIRED BY APPENDIX R311.7.5.1 RISERS. THE RISER HEIGHT SHALL BE NOT MORE THAN 8 I/4 INCHES J' M1502.4.3 TRANSITION DUGT. TRANSITION DUGT5 USED TO GONNEGT THE DRYER TO THE EXHAUST DUGT SYSTEM SHALL BE A SINGLE LENGTH THAT 15 L15TED AND LABELED (20q MM). THE RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING R314.3 LOGATION. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING IN AGGORDANGE WITH UL 2158A. TRANSITION DUCTS SHALL BE NOT GREATER THAN 8 ISSUED FPOE5 OF THE ADJACENT TREADS. THE GREATEST R15ER HEIGHT WITHIN ANY LOCATIONS: FEET (2438 MM) IN LENGTH. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN FL16HT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 I. IN EACH SLEEPING ROOM. GON5TRUGTION. # DATE COMMENT INGH (q.5 MM). RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VIGINITY OF THE 1 8/21/2023 ISSUED FOR PERMIT OF THE N051 NG OF THE TREAD ABOVE AT AN ANGLE NOT MORE THAN 30 BEDROOMS. M1502.4.4 DRYER EXHAUST DUGT POWER VENTILATORS. DOMESTIC, DRYER EXHAUST DE&REE5 (0.51 RAD) FROM THE VERTICAL. OPEN RISERS ARE PERMITTED 3. ON EACH ADDITIONAL STORY OF THE DWELLING, INGLUDIN6 BASEMENTS AND DUGT POWER VENTILATORS SHALL GONFORM TO UL 705 FOR USE IN DRYER EXHAUST PROVIDED THAT THE OPENINGS LOCATED MORE THAN 30 INCHES (762 MM), AS HABITABLE ATTICS AND NOT INGLUDIN6 GRAWL SPACES AND UNINHABITABLE DUGT SYSTEMS. THE DRYER EXHAUST DUGT POWER VENTILATOR SHALL BE INSTALLED MEASURED VERTICALLY, TO THE FLOOR OR GRADE BELOW DO NOT PERMIT ATTICS. IN ONELLINC75 OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT IN ACCORDANCE WITH THE MANUFAGTURER'5 INSTRUCTIONS. THE PASSAGE OF A 4-INGH-DIAMETER (102 MM) SPHERE. AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL 15 LESS THAN ONE FULL STORY M1502.45 DUGT LENGTH. THE MAXIMUM ALLOWABLE EXHAU5T DUGT LENGTH SHALL BE REVISIONS EXCEPTIONS: BELOW THE UPPER LEVEL. DETERMINED BY ONE OF THE METHODS SPECIFIED IN 5EGTION5 M1502.4.5.1 THROUGH 1. THE OPENING BETWEEN ADJACENT TREADS 15 NOT LIMITED ON SPIRAL 4. SMOKE ALARMS SHALL BE INSTALLED NOT LE55 THAN 3 FEET (q14 MM) M1502.4.5.3. M1502.4.5.1 5PEGIFIED LENGTH. THE MAXIMUM LENGTH OF THE EXHAUST # DATE COMMENT STAIRWAYS. HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT DUGT SHALL BE 35 FEET (10 665 MM) FROM THE CONNECTION TO THE TRANSITION DUGT - 2. THE R15ER HEIGHT OF SPIRAL 5'TAIRWAY5 SHALL BE IN ACCORDANCE WITH CONTAINS A BATHTUB OR SHOWER UNLE55 THI5 WOULD PREVENT PLACEMENT FROM THE DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM SECTION R311.7.10.1. OF A SMOKE ALARM REQUIRED BY SECTION R314.3. LENGTH OF THE EXHAUST DUGT SHALL BE REOUGED IN AGGORDANGE WITH TABLE R314.4 INTERCONNECTION. WHERE MORE THAN ONE SMOKE ALARM 15 REQUIRED TO M1502.4.5.1. THE MAXIMUM LENGTH OF THE EXHAUST DUGT DOES NOT INCLUDE THE R311.7.5.2 TREADS. THE TREAD DEPTH SHALL BE NOT LESS THAN g INCHES BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT IN ACCORDANCE WITH SECTION TRANSITION DUGT. (254 MM). THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN R314.3, THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE M1502.45.2 MANUFACTURER'S IN5TRUCTION5. THE 51ZE AND MAXIMUM LENGTH OF THE DATE: 2/5/2020 TREADS AND AT A RIGHT ANGLE 1-0 THE TREAD'S LEADING EDGE. THE INDIVIDUAL DWELLING UNIT. PHYSICAL INTERGONNEGTION OF SMOKE ALARMS SHALL EXHAUST DUGT SHALL BE DETERMINED BY THE: DRYER MANUFACTURER'S INSTALLATION 6REATE5T TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED NOT BE REQUIRED WHERE LISTED WIRELESS ALARMS ARE INSTALLED AND ALL IN5TRUGTION5. THE CODE OFFICIAL SHALL BE PROVIDED WITH A COPY OF THE DRAWN BY: JM THE 5MALLE5T BY MORE THAN 3/8 INGH (61.5 MM). ALARMS SOUND UPON AGTIVATION OF ONE ALARM. INSTALLATION INSTRUCTIONS FOR THE MAKE AND MODEL OF THE DRYER AT THE CONGEALMENT INSPECTION. IN THE A65ENGE OF FITTING EQUIVALENT LENGTH SCALE: AS NOTED EXCEPTION: THE TREAD DEPTH AT SPIRAL STAIRWAYS SHALL BE IN CALCULATIONS FROM THE GLOTHE5 DRYER MANUFACTURER, TABLE M1502.4.4.1 SHALL ACCORDANCE WITH 5EGTION R3113.10.1. BE USED. 1 Ae0021 ARCHITECT: 2020 ENERO"r GONSERVAT ION GODS OF R402.4.1.1 INSTALLATION. TO COMPLY R403.32 SEALING (MANDATORY). TABLE R402.4.1.1 AIR BARRIER AND INSULATION INSTALLATIO THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE AS LISTED IN DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. TO COMPLY JASON T. MERKEL NEW 'PORK STATE /�NALYS IS TABLE R402.4.1.1 SHALL BE INSTALLED IN ACCORDANCE WITH THE JOINTS AND SEAMS SHALL COMPLY WITH THE 2015 INTERNATIONAL RESIDENCE TO COMPLY WITH SECTIONS R401 THROUGH R404 MANUFACTURER'S INSTRUCTIONS AND THE CRITERIA L15TED IN TABLE MECHANICAL CODE (AS AMENDED), THE 2015 INTERNATIONAL COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION RA,AIA,NCARB R402.4.1.1, AS APPLICABLE TO THE METHOD OF CONSTRUCTION. WHERE RESIDENTIAL CODE (AS AMENDED), OR THE NEW YORK CITY CRITERIA REQUIREMENT: PROVIDED: REQUIRED BY THE CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL GONSTRUGTIONS CODES, AS APPLICABLE. EXCEPTIONS: 11 SIMS STREET INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. A GOnt1n0005 air battler Air ermeable Insulation p PATCHOGUE,NY 11772 R4013 CERTIFICATE (MANDATORY). CONTRACTOR TO PROVIDE I. AIR-IMPERMEABLE SPRAY FOAM PRODUCTS SHALL BE PERMITTED shall be installed in the shall not be used as HOGU ,NY CERTIFICATE BEFORE R402.4.1.2 TESTING. SEE AIR LEAKAGE DETAILS ON TO BE APPLIED WITHOUT ADDITIONAL JOINT SEALS. building envelope. sealing material. asont631-66l 884 A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER OR jasont.merkel@gmail.com COMPLETION of PROJECT. THE BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED A-3ol 2. FOR DUCTS HAVING A STATIC PRESSURE CLASSIFICATION OF General Requirements The exterior thermal RE615TERED DEVON PROFE55IONAL AND POSTED ON A WALL IN THE g envelope contains a SPACE WHERE THE FURNACE 15 LOCATED, A UTILITY ROOM OR AN A5 HAVING AN AIR LEAKAGE RATE NOT EXCEEDING THREE AIR p CONTRACTOR TO ARRANGE FOR LESS THAN 2 INCHES OF WATER COLUMN (500 PA), ADDITIONAL APPROVED LOCATION INSIDE THE BUILDING. WHERE LOCATED ON AN GHANGE5 PER HOUR. TESTING SHALL BE CONDUCTED IN continuous air barrier. p= 'SEAL: SEE FOUNDATION PLAN ON A-100 A VISUAL INSPECTION TO BE CLOSURE SYSTEMS SHALL NOT BE REQUIRED FOR CONTINUOUSLY FOR LOCATION. ACCORDANCE WITH A5TM E 77q OR A5TM E 027 AND REPORTED AT Breaks or joints in the air �- ELECTRICAL PANEL, THE GERTIFIGATIE SHALL NOT COVER OR OBSTRUCT PREFORMED AT THE COMPLETION WELDED JOINTS AND SEAMS, AND LOGKING-TYPE JOINTS AND \„ A PRE551JR:E OF 0.2 INCH N.O. (50 PA5GALS). TESTING SHALL BE barrier shall be sealed. THE VISIBILITY OF THE CIRCUIT DIRECTORY LABEL, SERVICE OF INSULATION AND AIR SEALING. SEAMS OF OTHER THAN THE SNAP-LOCK AND BUTTON-LOCK TYPES. D15GONNEGT LABEL OR OTHER REQUIRED LABELS. THE CERTIFICATE PERFORMED AT ANY TIME AFTER CREATION OF ALL PENETRATIONS r SHALL LIST THE PREDOMINANT R-VALUES of INSULATION INSTALLED IN OF THE BUILDING THERMAL ENVELOPE. DURIN6 TESTING: The air barrier in any The insulation In any R4033.4 DUCT L.EAKASE (PRE5CRiPTIVE). dropped ceiling/soffit shall dropped ceiling/soffit shall ! OR ON GEILING/ROOF, WALLS, FOUNDATION (SLAB, BASEMENT WALL, , I CRAWLSPAGE WALL AND FLOOR) AND DUGT5 OUTSIDE CONDITIONED I. EXTERIOR WINDOWS AND DOORS, FIREPLACE AND STOVE DOORS THE TOTAL LEAKAGE OF THE DUGT5, WHERE MEASURED IN be aligned with the be aligned with the air SPACES; U-FACTORS FOR FENESTRATION AND THE SOLAR HEAT GAIN SHALL BE CLOSED, BUT NOT SEALED, BEYOND THE INTENDED ACCORDANCE WITH SECTION R4o3.3.3, SHALL BE AS FOLLOWS: TO COMPLY Geilin /I�ttlG insulation and any gaps in barrier. WEATHER-STRIPPING OR OTHER INFILTRATION CONTROL I. ROUGH-IN TEST: THE TOTAL LEAKAGE SHALL BE LE55 THAN OR g COEFFICIENT (5H6G) OFFENE5TRATION, AND THE RESULTS FROM ANY MEASURES. EQUAL TO 4 CUBIC FEET PER MINUTE (113.3 L/MIN) PER 100 SQUARE FEET the air barrier shall be REQUIRED DUCT SYSTEM AND BUILDING ENVELOPE AIR LEAKAGE sealed. TE5TIN6 DONE ON THE BUILDING. WHERE THERE 15 MORE THAN ONE 2. DAMPERS INGLUDING EXHAUST, INTAKE, MAKEUP AIR, BACKORAFT (q.2q M2) OF CONDITIONED FLOOR AREA WHERE THE AIR HANDLER IS AND FLUE DAMPERS SHALL BE CLOSED, BUT NOT SEALED INSTALLED AT THE TIME OF THE TEST. WHERE THE AIR HANDLER 15 NOT Access Openings, drop VALUE FOR EACH COMPONENT, THE CERTIFICATATEE SHALL LIST THE VALUE BEYOND INTENDED INFILTRATION CONTROL MEASURES. INSTALLED AT THE TIME OF THE TEST, THE TOTAL LEAKAGE SHALL BE down stairs or knee Wall COVERING THE LARGEST AREA. THE CERTIFICATE SHALL L15T THE TYPES AND EFFICIENCIES OF HEATING, COOLING AND 5ERVIGE WATER 3. INTERIOR DOORS, IF INSTALLED AT THE TIME OF THE TEST, SHALL LE55 THAN OR SQUARE FEET (EQUAL ML) OF CONDITIONED FLOOR AREA. TO 3 CUBIC FEET PER MINUTE (85 L/MIN) PER 100 doors to unconditioned HEATING EQUIPMENT. WHERE A GA5-FIRED UNVENTED ROOM HEATER, BE OPEN. attic spaces Shall be ELECTRIC FURNACE OR BA5EBOARD ELECTRIC HEATER 15 INSTALLED IN 4. EXTERIOR DOORS FOR CONTINUOUS VENTILATION 5Y5TEM5 AND 2. P05TGON5TRUGTION TEST: TOTAL LEAKAGE SHALL BE LE55 THAN OR sealed. THE RESIDENCE, THE CERTIFICATE 51-IALL LIST 06A5-FIRED UNVENTED HEAT RECOVERY VENTILATORS SHALL BE CLOSED AND SEALED. EQUAL To 4 CUBIC FEET PER MINUTE (113.5 L/MIN) PER 100 SQUARE FEET The unction of the Cavities within corners and ROOM HEATER,A OELEGTRIG FURNAGL=A OR OBA5EBOARD ELECTRIC 5. HEATING AND COOLING SYSTEMS, IF INSTALLED AT THE TIME OF (q.2q M2) OF CONDITIONED FLOOR AREA. -� HEATERA AS APPROPRIATE. AN EFFICIENCY SHALL NOT BE LISTED FOR THE TEST, SHALL BE TURNED OFF. foundation and 5111 plate headers of frame walls 6A5-FIRED UNVENTED ROOM HEATERS, ELECTRIC FURNACES OR 6. SUPPLY AND RETURN RE615TER5, IF INSTALLED AT THE TIME OF R40335 BUILDING CAVITIES (MANDATORY). No FRAMING CAVITIES HAVE shall be sealed. shall be insulated ELECTRIC BASEBOARD HEATERS THE TEST, SHALL BE FULLY OPEN. BUILDING FRAMING CAVITIES SHALL NOT BE USED AS DUCTS OR BEEN USED FOR DUCTS OR The junction of the top completely filling the cavity PLENUMS PLENUMS. plate and the top of the with a material having R402.1 GENERAL (PRESCRIPTIVE). - WHERE REQUIRED BY THE CODE OFFICIAL, TESTING SHALL BE R403.4 MECHANICAL SYSTEM PIPING INSULATION (MANDATORY). To COMPLY Wa115 exterior walls shall be thermal resistance of R-5 THE BUILDING THERMAL ENVELOPE 54ALL MEET THE REQUIREMENTS OF CONDUCTED BY AN APPROVED THIRD PARTY. sealed. per Inch minimum. SECTIONS R402.1.1 THROUGH R402.1.5. MECHANICAL SYSTEM PIPING CAPABLE OF GARRYIN6 FLUIDS ABOVE Knee walls shall be sealed. Exterior thermal envelope. A WRITTEN REPORT OF THE RE5ULT5 OF THE TEST SHALL BE 105OF (410G) OR BELOW 55OF (130G) SHALL BE INSULATED To A ls Insulation for framed walls PREPARED AND SIGNED BY THE PARTY GONDUGTING THE TEST MINIMUM OF R-3. R402.1.1 VAPOR RETARDER. GLA55 II - KRAFT FACED AND PROVIDED To THE CODE OFFICIAL. THE WRITTEN REPORT R403.4.1 PROTECTION OF PIPING INSULATION. shall be installed in FIBERGLA55 BAITS. INSTALLED SHALL INCLUDE: N/A substantial contact and WALL ASSEMBLIES IN THE BUILDING THERMAL ENVELOPE SHALL COMPLY PER TABLE R402.4.1.1 PIPING INSULATION EXPOSED TO WEATHER SHALL BE PROTECTED FROM WITH THE VAPOR RETARDER REQUIREMENTS OF SECTION R7023 OF THE I. THE NAME AND PLACE OF BUSINESS OF THE PARTY GONDUGTIN6 DAMAGE, INGLUDIN6 THAT CAUSED BY 5UNLIGHT, MOISTURE, EQUIPMENT continuous alignment with INTERNATIONAL RESIDENTIAL CODE OR SECTION 1405.5 OF THE THE TEST, MAINTENANCE AND WIND, AND 5HALL PROVIDE 5HIELDIN6 FROM the air barrier. INTERNATIONAL BUILDING CODE, AS APPLICABLE. SEE SECTION ON A-301 FOR 2. THE ADDRESS OF THE BUILDING WHIGH WAS TESTED; SOLAR RADIATION THAT CAN CAUSE DE6RADATION OF THE MATERIAL. The space between LOCATIONS 3. THE CONDITIONED FLOOR AREA OF DWELLING, CALCULATED IN ADHESIVE TAPE SHALL NOT BE PERMITTED. Windows, skylights, and window/door Jambs and ACCORDANCE WITH ANSI Z65, EXCEPT THAT CONDITIONED FLOOR R4035 SERVICE HOT WATER SYSTEMS. TO COMPLY doors R402.1.2 INSULATION AND FENESTRATION CRITERIA. AREA SHALL INCLUDE AREAS WHERE THE GEILIN6 HE16HT IS LESS framing, and Skylights and THE BUILDING THERMAL ENVELOPE 514ALL MEET THE REQUIREMENTS of THAN 5 FEET (1524 MM); ENERGY CONSERVATION MEASURES FOR SERVICE HOT WATER framinq shall be sealed. TABLE R402.1.2, BASED ON THE CLIMATE ZONE SPECIFIED IN CHAPTER 3. 4. MEASUREMENT OF THE AIR VOLUME L05T AT AN INTERNAL 5Y5TEM5 SHALL BE IN ACCORDANCE WITH 5EGTION5 R403.5.1 THROUGH Rim Joists shall include the Rim Jo15t5 Shall be PRE55URIZATION OF 0.2 INCHES W.G. (50 PASCALS); R403.5.4. Rim Joists air barrier. insulated. 5. THE DATE(S) OF THE TEST; R4035.1 HEATED WATER CIRCULATION AND TEMPERATURE TO COMPLY CLIMATE F361MTM 5MI6W EL4M GEIM WOOD MA55WALL FLOOR BASE1W SLAB CRAWL � MAINTENANCE SYSTEMS (MANDATORY). The air barrier Shall be Floor framing cavity ZONE LWACTOR U-FACTOR RIC5TRATION RVAIM W14D kL R-VAJ..UE RVAWE WALL R-VAWE 5PKk 6. A CERTIFICATION BY THE PARTY GONDUGTIN6 THE TEST OF THE installed at an exposed insulation shall be installed ACCURACY y Y OF THE TEST RESULTS; AND 5M R-VALUE RVALUE t V" WALL 7• THE 516NATURE OF THE PARTY CONDUGTING THE TEST. HEATED WATER CIRCULATION 5Y5TEM5 SHALL BE IN ACCORDANCE WITH edge. to maintain permanent R-VALUE SECTION R403.5.1.1. HEAT TRACE TEMPERATURE MAINTENANCE 5Y5TEM5 contact with the underside SHALL BE IN ACCORDANCE WITH 5EGTION R403.5.1.2. AUTOMATIC REQUIRED 4 032 D55 0.40 R-4W i0 OR 12+5 8/0 19 10/0 10,2FL 10/13 R402.42 FIREPLACES. N/A CONTROLS, TEMPERATURE 5EN5OR5 AND PUMPS SHALL BE ACCESSIBLE. of 5ubf loor decking, or MANUAL CONTROLS SHALL BE READILY ACCESSIBLE. floor framing Cavity PROVIDED - 032 MAX - 0.40 MAX. R-40' - - - _ _ _ WINDOWS, SKYLIGHTS AND SLIDING GLA55 DOORS SHALL HAVE AN AIR R402.43 FENESTRATION AIR LEAKAGE. SEE AIR LEAKAGE DETAILS ON R4035.1.1 CIRCULATION SYSTEMS. Floors (including above insulation shall be A-5o2 g g e in contact AIR LEAKAGE FOR ANDERSON ara e and permitted to b INFILTRATION RATE OF No MORE THAN 03 GFM PER SQUARE FOOT (IS WINDOWS 400 SERIES TILT AND HEATED WATER GIRGULATION 5Y5TEMS SHALL BE PROVIDED WITH A cantilevered floors) with the top 51de of L/5/M2), AND 5WINGING DOORS NO MORE THAN 0.5 GFM PER SQUARE WASH DOUBLE HUNG < 0.2 GFM CIRCULATION PUMP. THE SYSTEM RETURN PIPE SHALL BE A DEDICATED N/A sheathing, or continuous FOOT (2.6 L/5/M2), WHEN TESTED ACCORDING To NFRG 400 OR RETURN PIPE OR A GOLD WATER SUPPLY PIPE. GRAVITY AND insulation installed on the AAMA/1-IDMA/05A 101/1.5.2/A440 BY AN ACCREDITED, INDEPENDENT THERMO-SYPHON CIRCULATION SYSTEMS SHALL BE PROHIBITED. underside of floor framing LABORATORY AND LISTED AND LABELED BY THE MANUFACTURER. CONTROLS FOR CIRCULATING HOT WATER SYSTEM PUMPS SHALL START THE PUMP BASED ON THE IDENTIFICATION OF A DEMAND FOR HOT and extends from the R402.4.4 ROOMS CONTAINING FUEL-BURNING APPLIANCES. WATER WITHIN THE OCCUPANCY. THE CONTROLS SHALL AUTOMATICALLY bottom to the to of all TURN OFF THE PUMP WHEN THE WATER IN THE CIRCULATION LOOP 15 AT p IN CLIMATE ZONES 3 THROUGH 8, WHERE OPEN COMBUSTION AIR DUCTS THE DE51R'.ED TEMPERATURE AND WHEN THERE 15 No DEMAND FOR HOT perimeter floor framing. , PROVIDE COMBUSTION AIR TO OPEN COMBUSTION FUEL E3URNIN6 WATER Exposed earth in unvented Where provided instead of APPLIANGE5, THE APPLIANCES AND COMBUSTION AIR OPENING SHALL BE R40352 DEMAND RECIRCULATION SYSTEMS crawl spaces shall be floor insulation, LOCATED OUTSIDE THE BUILDING THERMAL ENVELOPE OR ENCLOSED IN N/A A ROOM, ISOLATED FROM INSIDE THE THERMAL ENVELOPE. SUCH ROOMS A WATER DISTRIBUTION 5Y5TEM HAVING ONE OR MORE RECIRCULATION Crawl space W0115 covered with a Glass I insulation shall be SHALL BE SEALED AND INSULATED IN ACCORDANCE WITH THE vapor retarder with permanently attached to PUMPS THAT PUMP WATER FROM A HEATED WATER SUPPLY PIPE BACK WA p p y ENVELOPE REQUIREMENTS OF TABLE R402.1.2, WHERE THE WALL5, To THE HEATED WATER SOURCE THROUGH A GOLD WATER SUPPLY PIPE overlapping Joints taped. the crawbpace Walls. R40223 EAVE BAFFLE. NON-VENTED CATHEDRAL CEILIN6 FLOORS AND GEILIN65 SHALL MEET NOT LESS THAN THE BASEMENT SHALL BE A DEMAND RECIRCULATION WATER SYSTEM. PUMPS SHALL FOR AIR-PERMEABLE INSULATIONS IN VENTED ATTICS, A BAFFLE SHALL WALL R-VALUE REQUIREMENT. THE DOOR INTO THE ROOM SHALL BE HAVE CONTROLS THAT COMPLY WITH BOTH OF THE FOLLOWING: Duct shafts, utility BE INSTALLED ADJACENT TO SOFFIT AND EAVE VENTS. BAFFLES SHALL FULLY 6A5KETED AND ANY WATER LINES AND DUGT5 IN THE ROOM penetrations, and flue MAINTAIN AN OPENING EQUAL OR GREATER THAN THE SIZE OF THE VENT. INSULATED IN ACCORDANCE WITH SECTION R403. THE COMBUSTION AIRDUCT SHALL BE INSULATED WHERE IT PASSES THROUGH CONDITIONED i. THE CONTROL SHALL START THE PUMP UPON RECEIVING A SIGNAL Shafts, penetrations shafts opening to exterior THE BAFFLE SHALL EXTEND OVER THE TOP OF THE ATTIC INSULATION. SPACE A A MINIMUM OF R-8. FROM THE ACTION OF A USER OF A FIXTURE OR APPLIANCE, 5EN51N6 or unconditioned space PROJECT: THE BAFFLE SHALL BE PERMITTED TO BE ANY SOLID MATERIAL. THE PRESENCE OF A USER OF A FIXTURE OR 5EN51NO THE FLOW OF HOT R4022.4 ACCESS HATCHES AND DOORS. N/A EXCEPTIONS: OR TEMPERED WATER TO A FIXTURE FITTING OR APPLIANCE. shall be sealed. I.DIREGT VENT APPLIANCES WITH BOTH INTAKE AND EXHAUST PIPES 2. THE CONTROL SHALL LIMIT THE TEMPERATURE OF THE WATER G). OF Batts in narrow cavities ACCESS DOORS FROM CONDITIONED SPACES TO UNCONDITIONED INSTALLED CONTINUOUS TO THE OUTSIDE. (40 °ENTERING THE GOLD WATER PIPING TO 104 shall be Out to fit, or NORTON-CUCCURESE 5PAGE5 SUCH AS ATTIG5 AND GRAWL SPACES SHALL BE 2.FIREPLAGE5 AND STOVES COMPLYING WITH SECTION R402.4.2 AND narrow cavities Shall be RESIDENCE WEATHER5TRIPPED AND INSULATED To A LEVEL EQUIVALENT TO THE SECTION RI006 OF THE INTERNATIONAL RESIDENTIAL CODE R40353 HOT WATER PIPE INSULATION (PRi SCRIPTi\/E)• TO COMPLY Narrow Cavities INSULATION ON THE SURROUNDING SURFACES. ACCESS SHALL BE filled with insulation that on PROVIDED TO ALL EQUIPMENT THAT (PREVENTS DAMAGING OR R4025 MAXIMUM FENESTRATION U-FACTOR AND 5H6C (MANDATORY). INSULATION FOR HOT WATER PIPE WITH A MINIMUM THERMAL installation readily COMPRE551NG THE INSULATION. A WOOD-FRAMED OR EQUIVALENT RE515TANGE (R-VALUE) OF R-3 SHALL BE APPLIED TO THE FOLLOWING: THE AREA-WEIGHTED AVERAGE MAXIMUM FENESTRATION U-FACTOR TO COMPLY conforms to the available BAFFLE OR RETAINER 15 REQUIRED To BE PROVIDED WHEN LOOSE-FILL PERMITTED U51N6 TRADEOFFS FROM SECTION R402.1.5 OR R405 SHALL MAX. U-FACTOR = 0.52 I. PIPING 3/4 INCH (Iq.1 MM) AND LARGER IN NOMINAL DIAMETER. cavity space. INSULATION 15 INSTALLED, THE PURPOSE OF WHIGH IS TO PREVENT THE MAX. 5H6G = 0.40 LOOSE-FILL INSULATION FROM 5PILLIN6 INTO THE LIVING SPACE WHEN BE 0.48 IN CLIMATE ZONES 4 AND 5. 2. PIPIN6 5ERVIN6 MORE THAN ONE DWELLING UNIT. Air Sealing shall be SCTM: 1000-3-2-8 THE ATTIC AGGE55 15 OPENED, AND TO PROVIDE A PERMANENT MEANS 3. PIPING LOCATED OUTSIDE THE CONDITIONED SPACE. provided between the OF MAINTAINING THE INSTALLED R-VALUE OF THE Loo5E-FILL R403.1 CONTROLS (MANDATORY). N/A 4. PIPIN6 FROM THE WATER HEATER TO A DISTRIBUTION MANIFOLD. Garage Separation p INSULATION. 5. PIPING LOCATED UNDER A FLOOR SLAB. garage and conditioned AT LEAST ONE THERMOSTAT SHALL BE PROVIDED FOR EACH 6. BURIED IN PIPING. spaces. SEPARATE HEATING AND COOLING SYSTEM. 7. SUPPLY AND RETURN PIPING IN REGIRGULATION SYSTEMS. R4o225 MASS HALLS. N/A SEPARATE light fixtures Recessed light fixtures 350 THE SHORT LANE R403.1.1 PRO6RAMMABLE THERMOSTAT N/A Recessed lighting installed in the building installed in the building R403b MECHANICAL VENTILATION (MANDATORY). TO COMPLY thermal envelope, shall be thermal enve(lope shall be EAST MARION, NY 11939 THE THERMOSTAT GONTROLLINb THE PRIMARY HEATING OR COOLING g 9 R4022b STEEL-FRAME GEILIN65, WAILS AND FLOORS. ►`VA SYSTEM OF THE DWELLING UNIT 5HALL BE CAPABLE OF CONTROLLING THE BUILDING SHALL BE PROVIDED WITH VENTILATION THAT MEETS Sealed to the drywall. air tight and 1G rated. THE HEATING AND COOLING 5Y5TEM ON A DAILY SCHEDULE To THE REQUIREMENTS OF THE 2015 INTERNATIONAL MECHANICAL CODE R4022b FLOORS. EXI5TIN6 MAINTAIN DIFFERENT TEMPERATURE SET POINTS AT DIFFERENT TIMES OF (AS AMENDED), THE 2015 INTERNATIONAL RESIDENTIAL CODE (AS Batt insulation shall be Gut THE DAY. THI5 THERMOSTAT SHALL INCLUDE THE CAPABILITY TO SET FLOOR FRAMING-CAVITY INSULATION SHALL BE INSTALLED TO MAINTAIN N/A BACK OR TEMPORARILY OPERATE THE SYSTEM TO MAINTAIN ZONE AMENDED), OR THE NEW YORK CITY CONSTRUCTIONS CODES, AS neatly to fit around Wiring PERMANENT CONTACT WITH THE UNDERSIDE OF THE 5UBFLOOR DECKING. TEMPERATURES DOWN TO 55OF (1300) OR UP To &5°F (2q°G). THE APPLICABLE, OR WITH OTHER APPROVED MEANS OF VENTILATION. and plumbing in exterior DRAWING: THERMOSTAT SHALL INITIALLY BE PROGRAMMED BY THE OUTDOOR AIR INTAKES AND EXHAUSTS SHALL HAVE AUTOMATIC OR Plumbing and wiring walls, or insulation that on MANUFACTURER WITH A HEATING TEMPERATURE SET POINT NO H16HER GRAVITY DAMPERS THAT CLOSE WHEN THE VENTILATION SYSTEM IS installation readily THAN 7o°F (2100) AND A GOOLIN6 TEMPERATURE SET POINT No LOWER NOT OPERATING. R4022.a BASEMENT WALLS. N/A THAN 78 F (2600). conforms to available WALLS A550CIATED WITH CONDITIONED BASEMENTS SHALL BE R403.12 HEAT PUMP WnPLEMENTARY HEAT(MANDATORY). N/A R403:7 EQUIPMENT 51ZIN6 AND EFFICIENCY RATING (MANDATORY). EXISTING MECHANICAL SYSTEM space shall extend behind ENERGY CODE INSULATED FROM THE TOP of THE BASEMENT WALL DOWN To 10 FEET HEATING AND COOLING EQUIPMENT SHALL BE 51ZED IN ACCORDANCE TO REMAIN. piping and wiring. NOTES (304a MM) BELOW GRADE OR TO THE BASEMENT FLOOR, WHIGHEVER 15 HEAT PUMPS HAVING SUPPLEMENTARY ELECTRIC-RE515TANGE HEAT WITH ALGA MANUAL 5 BASED ON BUILDING LOADS CALCULATED IN The air barrier installed at Exterior walls adjacent to LESS. WALLS ASSOCIATED WITH UNCONDITIONED BASEMENTS SHALL SHALL HAVE CONTROLS THAT, EXCEPT DURIN6 DEFROST, PREVENT ACCORDANCE WITH AGGA MANUAL J OR OTHER APPROVED HEATIN6 exterior walls adjacent to showers and stubs shall be MEET THI5 REQUIREMENT UNLESS THE FLOOR OVERHEAD IS INSULATED IN SUPPLEMENTAL HEAT OPERATION WHEN THE HEAT PUMP AND COOLING CALCULATION METHODOLO61E5. NEW OR REPLACEMENT Shower/tub on exterior Showers and tubs shall insulated ACCORDANCE WITH 5EGTION5 R402.1.2 AND R402.2.8. COMPRESSOR CAN MEET THE HEATING LOAD. HEATING AND GOOLIN6 EQUIPMENT SHALL HAVE AN EFFICIENCY RATING wall soporate them from the EQUAL TO OR GREATER THAN THE MINIMUM REQUIRED BY FEDERAL LAW REQUIREMENT: PROVIDED: R4032 HOT WATER BOILER OUTDOOR TEMPERATURE SETBACK. N/A FOR THE 6EOORAPHIG LOCATION WHERE THE EQUIPMENT 15 INSTALLED. showers and tubs. ISSUED N/A HOT WATER BOILERS THAT SUPPLY HEAT To THE BUILDING THROUGH R403b SY5TEM5 SERVING MULTIPLE DWELLING UNITS (MANDATORY). ►.I/q The air barrier shall be # DATE COMMENT R4022.10 SLAB-ON-GRADE FLOORS., ONE- OR TWO-PIPE HEATING SYSTEMS SHALL HAVE AN OUTDOOR installed behind electrical R403.q SNOW MELT AND ICE SYSTEM CONTROLS (MANDATORY). i.I/q Electrical/phone oneox on a I/ h b 1 812112023 ISSUED FOR PERMIT ' R4022.11 CRAWL SPACE WALLS. N/A SET13AGK CONTROL THAT LOWERS THE BOILER WATER exterior walls or communication boxes or TEMPERATURE BASED ON THE OUTDOOR TEMPERATURE. R404.1 LI6HTIN6 EQUIPMENT (MANDATORY). ALL NEW LIGHTING TO BE LED air-sealed boxes shall be R4022.12 MASONRY VENEER. N/A R4053 DUCTS. NOT LE55 THAN 75 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED installed. R402.2.13 SUNROOM INSULATION. N/A TO COMPLY LIGHTING FIXTURES SHALL BE H16H-EFFIGAGY LAMPS OR NOT LESS H1/AG re inter boots that DUCTS AND AIR HANDLERS SHALL BE IN ACCORDANCE WITH SECTIONS THAN 75 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES g R4023 FENESTRATION (PRESCRIPTIVE). N/A R403.3.1 THROUGH R403.3.5. SHALL CONTAIN ONLY H16H-EFFIGAGY LAMPS. HVAC register boots penetrate building thermal REVISIONS IN ADDITION TO THE REQUIREMENTS OF SECTION R402, FENESTRATION enve lope shall be sealed SHALL COMPLY WITH SECTIONS R402.3.1 THROUGH R402.3.5. R4033.1 INSULATION (hRESGRIPTIVE). to the subfloor or dr wall # DATE COMMENT TO COMPLY y R402.4 AIR LEAKAGE (MANDATORY).. TO COMPLY SUPPLY AND RETURN DUCTS IN ATTICS SHALL BE INSULATED To A When required to be MINIMUM OF R-8 WHERE 3 INCHES (16 MM) IN DIAMETER AND GREATER sealed, concealed fire, THE BUILDING THERMAL ENVELOPE 5HALL BE CONSTRUCTED TO LIMIT AND R-6 WHERE LE55 THAN 3 INCHES (76 MM) IN DIAMETER. SUPPLY AND sprinklers shall only be AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS OF 5ECTION5 RETURN DUCTS IN OTHER PORTIONS OF THE BUILDING SHALL BE Sealed in a manner that i5 R402.4.1 THROUGH R402.4.4. INSULATED To A MINIMUM OF R-6 WHERE 3 INCHES (76 MM) IN DIAMETER recommended by the d le sprinklers OR GREATER AND R-4.2 WHERE LE55 THAN 3 INCHES (76 MM) IN Concealed manufacturer. Caulking or DATE: 2/5/2020 R402.4.1 BUILDING THERMAL ENVELOPE. TO COMPLY DIAMETER. ants adhesive Seal other adhe THE BUILDING THERMAL ENVELOPE SHALL COMPLY WITH SECTIONS Shall note used al fill the DRAWN BY: JM R402.4.1.1 AND R402.4.1.2. THE 5EALING METHOD5 BETWEEN DISSIMILAR MATERIALS SHALL ALLOW FOR DIFFERENTIAL EXPANSION AND voids between fire SCALE: AS NOTED CONTRACTION. sprinkler cover plates and walls or ceilings. liA� 003' ARCHITECT: REMOVAL LE-6r=N � JASON T. MERUL EXI5TIN6 GYPSUM WALL TO REMAIN. RA,AIA,NCARB ------------ EX15TINO 6YPSUM WALL TO BE REMOVED 11 SIMS STREET PATCHOGUE,NY 11772 EXISTING DOOR TO REMAIN 631-662-4884 jasont.merkel@gmail.com n n y EXI5TIN SEAL. . 6 DOOR TO BE REOMVED — EXI5TIN6 WINDOW TO REMAIN 1�` EXI5TINC =-= EXISTING WINDOW BE REMOVED Q 5UNROOM `' t C EN. REMOVAL NOTES DOOR AND WINDOWS WINDOW TO REMOVED. REMOVED. BRAGS WALL AND BRAGS WALL,,GEILIN6 AND I. SUPPORT ALL WALL, FLOOR, GEILIN65, ETC. UNTIL NEW WALL ROOF UNTIL NEW HEADERS ARE ROOF UNTIL NEW HEADER 15 5TRUGTURE 15 IN5TALLED. INSTALLED.SEE CONSTRUCTION INSTALLED.SEE CONSTRUCTION PLAN PLAN DOORS TO BE REMOVED. REMOVE AND REMOVE AND REPLACE IN KIND REPLACE IIN I ' J EXI5T. EXISTING PLUMBING FIXTURES BATH AND FIN15HE5 TO BE REMOVED. I IV I , I L _ , I I EXISTING EXISTING I ' EXISTING DINING KITCHEN 10 I BEDROOM EXISTING ROOM REMOVE DOORS AND WALLS III LIVING EXI5TIN6 VAULTED ANc 6N SO ROOF I� ROOM GEILIN6 TO REMAIN. O STRUCTURE 15 INSTALLED. it REMOVE WALLS AS INDICATED. ' SUPPORT ROOF AND GEILIN6 EXIST. I ' UNTIL NEW STRUCTURE 15 BA INSTALLED. TH - - - I � U--- - - --F II REMOVE DOORS AND WALLS /P I I AS INDICATED.SUPPORT ROOF '' I L- — — — — — — AND GEILIN6 UNTIL NEW p </ r— — — — — — — STRUGTURE 15 INSTALLED. F i , EXISTING - _ _ _ _ -_ -_ - - - - ' I GARAGE L - TO REMAIN III L — — � III N)F EXI5TIN6 EXISTING EXISTING GEILIN R AND GEILIN6 JOIST BEDROOM MASTER EXISTING TO BE REMOVED' BEDROOM FAMILY I I ROOM VI I I EXISTING WINDOW TO BE EXI5TIN6 WINDOW TO BE EXI5TIN6 WINDOW TO BE PROJECT: REMOVED. PROVIDE NEW REMOVED.SEE REMOVED. PROVIDE NEW LOWER SILL A5 PER NEW CONSTRUCTION PLAN FOR LOWER SILL AS PER NEW WINDOW REGIUIREMENT5. NEW WINDOW LOCATION. WINDOW REGUIREMENT5. NORTON-CUCCURESE L EXISTING GARAGE DOOR TO BE EXISTING WINDOW TO BE REMOVED. EXISTING ENTRY DOOR TO BE RESIDENCE REPLACED PROVIDE NEW LOWER 51H A5 PER REPLACED NEW WINDOW REQUIREMENT5. SCTM: 1000-3-2-8 i�ROPOSED FIRST FLOOR REMOVAL FLAN 350 THE SHORT LANE EAST MARION, NY 11939 DRAWING: ISSUED # DATE COMMENT 1 8/21/2023 ISSUED FOR PERMIT REVISIONS # DATE COMMENT DATE: 2/5/2020 , DRAWN BY: JM SCALE: AS NOTED CONSTRUCTION LESEND ARCHITECT: JASON T. MERKEL NEW GYPSUM WALL. RA,AIA,NCARB EXI5TIN6 GYPSUM WALL TO REMAIN. 11 SIMS STREET PATCHOGUE,NY 11772 EXI5TIN6 CONCRETE FOUNDATION WALL TO 631-662-4884 REMAIN. jasont.merkel@gmail.com NEW DOOR. "SEAL: EXI5TIN6 DOOR TO REMAIN. EXI5TIN(5 UNEXGAVATEDjit NEW WINDOW. EXISTING WINDOW TO REMAIN. 0 NEW 4X4 SINGLE PIECE STRUCTURAL HOOD P05T DOU(5 FIR #2 OR BETTER UNLESS OTHERHI5E NOTED X NEW WOOD P05T ABOVE 0 NEW STRUCTURAL STEEL ROUND TUBE P05T ---- 3)�'V XV4" UNLE-55 OTHERHI5E NOTED DUAL IONIZATION CHAMBER SMOKE DETECTOR HIRED TO HOUSE CURRENT WITH BATTERY BACKUP. IN ACCORDANCE WITH NY5 RE-51DENTIAL CODE R313 AND NFPA 72. CARBON MONOXIDE DETECTOR WIRED TO HOUSE CURRENT WITH BATTERY BACKUP. EXISTING GO MOUNTED ® 30" ABOVE FINISHED FLOOR. UNEINI5HED CEN. CONSTRUCTION NOTES BA5EMENT I. SEE SHEET A-001 4 A-002 FOR ADDITIONAL 6ENERAL NOTES. 2. ALL NEW PLUMBING FIXTURE5 AND FINISHES TO BE CH05EN BY OWNER. 3. ALL NEW WINDOWS TO BE ANDER50N 400 SERIES U-VALUE: 0.32 5146G: MAX. 0.40 MAX. OR APPROVED EQUAL UNLE55 OTHERN15E NOTED. 4. REFER TO ELEVATIONS FOR ALL HINDOH GRILL - —e - - - - e— - - - —a- - - - e _ _ _ -o--- _ _ _ CONFIGURATIONS. EXI5TIN6 SD UNEXGAVATED -e-- - - - - - ---o GO EXI5TINC UNEXGAVATED PROJECT: NORTON-CUCCURESE PROPOSED BASEMENT CONSTRUCTION PLAN RESIDENCE 1/4" = 1'-0" SCTM: 1000-3-2-8 350 THE SHORT LANE EAST MARION, NY 11939 DRAWING: BASEMENT CONSTRUCTION PLAN ISSUED # DATE COMMENT 1 8/21/2023 ISSUED FOR PERMIT REVISIONS # DATE COMMENT DATE: 2/5/2020 DRAWN BY: JM SCALE: AS NOTED Aw 0 fl, CONSTRUCTION LrzcSr=NP ARCHITECT: JA SON T. MERKEL NEW GYPSUM WALL. RA,AIA,NCARB EXISTING 6YP5UM WALL TO REMAIN. 11 SIMS STREET PATCHOGUE,NY 11772 EXI5TIN6 CONCRETE FOUNDATION WALL TO 631-662-4884 REMAIN. jasont.merkel@gmail.com NEW DOOR. ,SEAL ; EX15TINC7 EXISTING DOOR TO REMAIN. EXISTING 5UNROOM m DEGK NEW WINDOW. c ' PROVIDE R-15 BATT INSULATION AND AIR SEALING IN WALL. EXISTING WINDOW TO REMAIN. PATGH AND FIN15H ALL REMOVED 13 NEW 4X4 51N61 E PIECE STRUCTURAL WOOD DOOR OPENIN65 TO MATCH POST DOU6 FIR #2 OR BETTER UNLE55 TW38410 ADJAGENT 5URFAGE5. OTHERWISE NOTED SAFETY NEW DH WINDOW NEW PH WINDOW rt NEW WOOD POST ABOVE 61-AZIN6 REQ. T143832 TO MATCH EXISTING TO MATGH EXI5TIN6 NEN STRUCTURAL UNLESS STEEL TEEHER ROUND DE POST .fl (2) 2XI (2) XIO �p (2) 2 1 i i i -r 0 HDR. H R. HDR. —�— L —,—— NEW PLUMBING FIB 3 i pW i i i cD DUAL IONIZATION CHAMBER SMOKE _s.__.__._ __ _L____ _ I AND FINISHED A5 3 z DETECTOR WIRED TO HOUSE CURRENT WITH IL ° SELECTED BY OWNER. BATTERY BACKUP. IN ACCORDANCE WITH 10'-10" 5'-5#" 5'-5#" i b'-6" -- -- 3 NY5 RESIDENTIAL CODE R313 AND NFPA 12. O� RBATH HOUSE CURRENT MONOXIDE DBATTERY BACKUPETECTOR HIRED . O GO MOUNTED ® 50" ABOVE FINISHED FLOOR. O EXISTING I EXISTING I o O O O O CEN. CONSTRUCTION NOTES oZ DINING KITGHEN -� EXISTING ROOM -: 1. SEE SHEET A-001 4 A-002 FOR ADDITIONAL GENERAL o L 1 V I NG c `' 0 PANTRY PROP05ED NOTES. F ROOM : GAB. �„�,a�S-I-ER 2. ALL NEW PLUMBING FIXTURES AND FINISHES To BE CHOSEN BY OWNER. lfl �N0 ... � BEDROOM o REF EX15T. 3. ALL NEW WINDOWS TO BE ANDERSON 400 SERIES O U-VALUE: 0.32 SHOO: MAX. 0.40 MAX. OR APPROVED o O 1 BAT H EQUAL UNLESS OTHERWISE NOTED. �z �z _ _ (3) 2XI2 _ 4. REFER TO ELEVATIONS FOR ALL WINDOW GRILL ► FLUSH BOTTOM 3 CONFIGURATIONS. �u) ov,t 3= 04 P05T 2668 EXI5TING — — _ (2) I a " 2.OE — — o FLUSH BOTTOM 66RA6E 726111 v 0 NEW j HR FIRE RATED �z DOOR WITH 5PRIN6 HIN6E5. v /m�• 2668 POGKET ° EXISTING °Z EXI5TING ' ` wl�rH c os 21 EX15 i I NG BEDROOM 4 FAMILY ,�F'ROP05�ID. � BUILT IN SYSTEM. ROOM BEDROOM WALK-IN r — — — — — — — — — — NEW INSULATED EINTRY DOOR A5 5ELEGTED BY OWNER. U-VALUE: - GL05E-r- 6 r I I 035 MAX. 5Hc; 0.40 MAX. E6RE95 E6RE% Ea. bi EQ. TW21 10 TW21 410 TW21 410 I I I I EX15TINO EQ. EQ. J EXISTING PROJECT: NEW GLOPAY 6ALLERY COLLEGTION TW26410 DHP42410 TW26410 6ARA6E DOOR A5 5ELEGTED BY NEW 6" PERMAWRAP SQUARE OWNER. PVG COLUMN CLADDING BY NOTE: NORTON-CUCCURESE _ HB$6 OR APPROVED EQUAL. PROVIDE THE EXTERIOR>Fx�R°o2NE6LEGTRI GIDENTIFICATION RESIDENCE IMMEDIATELY ADJACENT TO IT IN ACCORDANCE WITH NEW YORK STATE BUILDING CODE PART 1265. REFLECTIVE pTYPE NATE5 CONSTRUCTION RED PANTONE N Q d A-104 0-1 2" MIN. HEIGHT SCTM: 1000-3-2-8 REFLECTIVE WHITE DE516NATE5 ROOF 6� VIA. 350 THE SHORT L I FRO�'05ED F I R5T FLOOR GONSTRUGT I ON PLAN LANE TRUSS I DENT I�I G,�T I ON S I C N EAST MARION, NY ANE v4 - l 0 2 11939 DRAWING: FIRST FLOOR CONSTRUCTION PLAN ISSUED # DATE COMMENT 1 8/21/2023 ISSUED FOR PERMIT REVISIONS # DATE COMMENT 1 10.26.2018 PER TOWN COMMENT DATE: 2/5/2020 DRAWN BY: JM SCALE: AS NOTED ARCHITECT: JASON T. MERUL . L 16HT I N6 LE67E P RA,AIA,NCARB SYMBOL FIXTURE MANUFACTURER MODEL FIN15H HUE BULB 11 SIMS STREET ULTRA SLIM 4 IN. O 4"0 LED COMMERCIAL CAN—LE55 WHITE 3,000 K ql"I PATCHOGUE,NY 11772 ELECTRIC 5352-1101 LED 631-6624884 (1) RGB+W LED RGB+W HIGH DEN5ITY 500K + LED jasont.merkel@gmail.com -------- LIGHT5TRIP LED SUPPLY LED LIGHT5TRIP - I"V COLOR STRIP RbOgb IP2ORGBW06 CHANGE PENDANT -' SEAL: ,� -� 4- FIXTURE AS 5ELEGTED BY OWNER - - - LED j DIMMABLE LIGHT A5 SELECTED BY OWNER 5WITGH 3—HAY 3 DIMMABLE LIGHT AS 5ELEGTED BY OWNER SWITCH I. CONTRACTOR TO PROVIDE Dr, POWER SUPPLY AND RGB CONTROLLER WITH - BLUETOOTH CONNECTIVITY. 2. ALL FIXTURES TO BE HIGH EFFICIENCY LED - 3. ALL REGE55ED LIGHTS TO BE CAULKED TO THE GYP BOARD CEILING. I m LINE OF KITCHEN U TER 0ABINET5 AND RANG HOOD T+' } 4 1 ' I /0 � Q _CENTER LINE OF 15LANt7 BELOW -----�i — I i i Q VAULTED CEILING TO REMAIN. i % - - - - Z" 1 �C}r CV O T EQ. EQ. i EQ. ol 1 Y.LF. /&FT. FLAT CEILING TO REMAIN;7 PROJECT: L 11 E_ NORTON-CUCCURESE RESIDENCE SCTM: 1000-3-2-8 PROF05E ) FIRST FLOOR REFLECTED GE I L I NO FLAN LANE EAST MARION, NY 11939 350 THE SHORT L ANE 1/4 — I O DRAWING: FIRST FLOOR REFLECTED CEILING PLAN ISSUED # DATE COMMENT 1 8121/2023 ISSUED FOR PERMIT REVISIONS # DATE COMMENT DATE: 2/5/2020 DRAWN BY: JM SCALE: AS NOTED Aa103 ARCHITECT: r� - _ _ _ _____ _ _ ___ _________--,� JASONT. MERUL I RA,AIA,NCARB I 11 SIMS STREET PATCHOGUE,NY 11772 631-662-4884 jasont.merkel@gmail.com II II < Q it II r- _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - II II I I II II II II II II II II r - - - - - - - - - - - - - - - - - I II - - - - - - - - - - - - - -I r - - I I s �= z� I I I I II jl jl i I I II II jI I I I I I (L I I II II I PROVIDE MIN. 5OX30 AGGE% FROM EXI5TI% ATTIC. TO NEW l� I GONTINJOU5 RIDGE VENT. EDGE NAILING OF HEMMED EDGE ALUMINUM VALLEY SHEATHING AT GABLE END I I I ` { ` " I PRE-A55EMBLED 2X6 TO BE 3" O.G. FIELD I I I I �`� i �\j �`\ �INALLEY5 4 EACH TO HALL NAILING AT 6" O.G. MIN. H I r i I T FLYING GABLE TYP. ( F- TRAN51 I N5. (TYPJ _._ _. .-----....._-_-.......___..__..._......................... — 6T GH I I ITCH { �� I Ir I I I x f 8:1 I` I II I - SOLID BLOGKING AT END I 2 4 G. -! IX8 PVC. FASCIA RAFTERS FOR 2 RAFTER ( i I I ; BAYS I i 2 OG.; �\ I Lai �` I I L — — — — — - - - - - - - - - - -- - - - - - - - - - - - - - - - - - �� CONT. VENTED SOFFIT R.h. s i I 2X6 R; I L - - - - - USE 'J' CHANNEL ® WALL 2"X__ R.R. ® I6" O.G. — — — — — — — — — — — — — — — — 1 REFER TO FLOOR PLANS FOR 51ZE — FOR SOFFIT VENT (TYPJ I I COLLAR TIES ® 16" O.G. f 2X WOOD STUDS. SEE SECTIONS. SELF ADHERING ICE AND WATER ROOF SPECIFICATION: SIDING. SEE ELEVATIONS. i 5HIELD TO 2'-0" IN51DE EXTERIOR LAMINATED ASPHALTIC PROJECT: WALL5 PER NY5 RE51DENTIAL CODE ARCHITECTURAL ROOFING 5HINGLE5 R9052 7 ITYPJ OVER 1&H PERFORMANCE INFUSED UNDERLAYMENT 30# OR UMEN N U R APPROVED EQUAL ON 5/6" GDX EXP05LRE I PLYWOOD. NORTON-CUCCURESE RESIDENCE 0 0 3 A-104 I SLY I NO OABLE DETAIL POSEDAll OPOSED ROOF OONSTRUOT I ON PLAN SCTM: 1000-3-2-8 3/4" = II'—O" 1'-0 " 350 THE SHORT LANE EAST MARION, NY 11939 ROOF 5PEGIFIGATION: LAMINATED A5PHALTIG ARCHITEGTURAL ROOFING SHINGLES OVER HIGH PERFORMANCE BITUMEN FAUX PVC RIDGE END INFUSED UNDERLAYMENT 30# OR DRAWING: 4" FLAT WHTIE PVG TRIM EXPOSURE I PPROVED PGLUYWWOOOD 5/e" GDX - ROOF CONSTRUCTION 8p 12 8 PLAN & NEW 4"KITE PVC. FLAT FRONT ELEVATION 6" FLAT WHITE 6" FLAT WHITE CASING WITH 51LL. PVC TRIM4-1 T i - PVC. TRIM —MIT ISSUED -H U-1 IT] [T] m ___-____.___—_�____ __ _ — 1 812112023 ISSUED FOR PERMIT NS i rr_ - - F_ - - LO 0 ATE vISIO COMMENT NEW GARAGE DOOR A5 NEW LEDGE STONE VENEER LNEW WINDOW WITH 4- WHITE NEW ENTRY DOOR A5 NEW 6" PERMAWRAP 5G2UARE LNEW PAINTED PVC 5HITTER5 5ELEGTED BY OWNER WITH 6" A5 5ELEGTED BY OWNER. PVG CASING AND 10" WHITE SELECTED BY OWNER PVG COLUMN CLADDING BY WHITE PVC, GA51% AND 10" NEW 5NAPPED EDGE WATER PVG GRO55HEAD. WITH 4" FLAT WHITE HBdG OR APPROVED EGIUAL. WHITE PVG GRO55HEAD. TABLE TO MATCH STONE. PVc, TRIM DATE: 2/5/2020 DRAWN BY: JM SCALE: AS NOTED fROPOSED FRONT (SOUTH) ELEVATION 3 I/4" = I'—O" ARCHITECT: JASON T. MERKEL RA,AIA,NCARB 11 SIMS STREET PATCHOGUE,NY 11772 631-662-4884 jasont.merkel@gmail.com S A . NEW HURRICANE 5TRAPPIN6 AT ROOF SPECIFIGATION: NEW TO EXISTING TRANSITION. NEW ASPHALTIC ROOFIN6. SEE ROOF PLAN. CONTINUOUS RIDGE VENT EX15TINO ROOF TO REMAIN. _ NEW 2X4 GABLE END WALL WITH EXTERIOR GRADE PLYWOOD, EXISTING INSULATION To REMAIN. HOUSE WRAP AND SIDING AS SELECTED BY OWNER. NEW R-21 BATT INSULATION BETWEEN THE GEILIN6 JOISTS WITH R-21 UNFAGED BATT INSULATION PERPEDICULAR OVER THE GEILIN6 JOIST. ALL PENETRATIONS To THE ATTIC To EXISTING WALL TO REMAIN. BE SEALED. TYPICAL - ALL EXPOSED CEILINGS. EXISTING INSULATION TO REMAIN. KITCHEN NEW HURRICANE STRAPPING AT NEW To EXISTING TRANSITION. BEYONDrl�-�EX15TINO HEADER TO REMAIN. EXISTING 4 EXISTING NEW WINDOWS IN EXISTING WINDOW FRAMING. VERIFY ALL 01MEN51ON5 IN FIELD. DEGK L I V I NC ROOM EN EXI5TIN6 FLOORING NEW SPRAY FOAM SEALANT PER AIR SEALING DETAILS AND AND FLOOR JOIST NEW KRAFT FACED R-15 BATT. INSULATION. TYPICAL - ALL TO REMAIN. EXPOSED WALL GAVITIE5. NEW HURRICANE STRAPPING To FOUNDATION AT NEW REVERSE GABLE. EXISTING P.G. SLAB ON GRADE. EXI STI NC UNE I N 1 SHED BASEMENT EXI5TIN6 STAIRS To REMAIN. ROOF SHINGLES.SEE ROOF PLAN FOR ADDITIONAL.INFO. 11 PROVIDE ICE E WATER SHIELD TO 24'INSIDE 21 R/.0 EXTERIOR MALL,OVER ALL FLASHING AND MIN. 6VrTER ATTAGHhENT HARDWARE M ACGORDANGE WITH SECTION 405.27.1com (NYS 27X ROOF RAFTERS.SEE ROOF 2 SGTION — PROJECT: PLAN FOR ADDITIONAL INFO. a MAINTAIN 1'AIR&AP FOR ROOF VENTING. PROVIDE CATION BAFFLES AS REQUIRID. NORTON-CUCCURESE N LAYER OF R-14 KRAFT FACED RESIDENCE BAIT INSULATION BETWEEN GEILIN6 JOINTS AND N LAYER OF R�0 UNFACW BATT INSULATION PERPENDIU1lAR TO GEILIN6 JOISTS. 4'PREFORMED ALUMINUM K CONTINUOUS SPRAY FOAM SEALANT GUTTER AND LEADER SYSTEM AT THE TOP OF ALL WALLS (2)2'X4'TOP PLATE MATH SILL SCTM: 1000-3-2-8 SIMPSON H25 HURRICANE STRAPS SEAL INrS"TION NEW HURRICANE STRAPPING AT EVERY RAFTER UNLESS NOTED SEE DETAILS NEW TO EXISTING TRANSITION. T MATC.44 E PVC,FASCIA BOARD EXl5TIN6 KNEE WALL 4 NEW LVL BEAM WITH METAL JOISTS HANGERS TO EX15TINO TO MATCH EXISTING. 2'X4'woS STUDS. GEILIN6 To REMAIN. EXISTING GEILIN6 JOISTS. SEE FLOOR PLAN FOR ADDITIONAL INFO. 350 THE SHORT LANE CONT.I'SOFFIT VENT WITH PERFORATED " 6YPSUPI WALLBOARD -- INSULATION TO REMAIN. SOFFIT MATERIAL of APPROVED PEST EXISTING ROOF TO REMAIN. INMZIOR ME--'EH �I� ROOF SPEGI�I�ATION: EAST MARION EXISTING INSULATION TO REMAIN. , NY 11939 R-15 KRAFT FACED BAIT INSULATION. NEW ASPHALTIC ROOFIN6. SEE ROOF PLAN. ji NEW R-21 BATT INSULATION BETWEEN THE GEILIN6 JOISTS 51DIN6.5EE 3'R-I5 RIGID INSULATION WITH R-21 UNFAGED BATT INSULATION PERPEDICULAR OVER ELEVATIONS. ' NSULATION CONTINUOUS CAULK oR SPRAY EXISTING WALL TO REMAIN. THE GEILIN6 JOIST. ALL PENETRATIONS TO THE ATTIC TO R-4 RIs1D XP5 I BE SEALED. TYPICAL - ALL EXPOSED GEILIN65. DRAWING: FOAM H"�2Y BUE5ICIN VPI00 VAPOR PERMEABLE AIR SEALANT S EX15TINO INSULATION TO REMAIN. BARRIER ON •EXTERIOR 6RADE PLYWOOD I/2'6YP"BOARD 5FEATHIN6 0 2X4 TOP PLATE KITCHEN 20 MaoD a 16'oc. BEYOND FISTING INSULATION o REMAIN. oA1N�-MAIN. SECTIONS, R-15 KRAFT FACED BATT ADDITIONAL` �SECTION EXISTING Q, EXISTINO NEW FLOORING To BE E STIN Q DETAILS & 1/206Y'PUHBOARD DEGK LIVING ROOM WOVEN INTO EXISTING EN AIR SEALING FLOORING AND FINISHED 2X4 BOTTOM PLATE TO MATCH EXISTING. FINISHED FLOOR EXISTING FLOORING 3/4'T46 PLYWOOD 61UED AND SCREWED To JOISTS A�BOOR JOIST ISSUED AL 2X6 ACQ SILL PLATE AN SILL 6'RJ610 INSULATION _ # DATE COMMENT ALUMINUM TERMITE SHIELD AND SILL SEAL -------- IN51)LATION R-25 KRAFT FADED GATT 1 8/21/2023 ISSUED FOR PERMIT INSU.ATION V R-6 FOIL FAGEID RI61D SPRAY FOAM SEAL.AT TION.ALL SEAM TAPED. EXI STING MASA M�IDSILL/VJGHORS AT 36'o.G.N°'IE" PERIMETER UNE I N I SHED REVISIONS I. ALL SPADE BETWEEN WNDOWVDOOR JAMBS AND FRAMING SHALL BE SEALING MOTH SPRAY FOAM INSL>t.ATION. Q65EMENT # DATE COMMENT 2. AIR 5EALIN6 SHALL BE PROVIDE BETWEEN THE 6ARA6E AND CONDITIONED SPACES. 3. ACCESS OPENINGS,DROP DOWN STAIRS OR KNEE WALL DOORS TO UNCONDITIONED ATTIC,SPACES SHALL BE SEAL®. 4. REGE55M LI6HTIN6 FIXT11RE5 IN THE THERMAL ENVELOPE SHALL BE AIR T16 fr,IG RATED AND SEALED To THE DRYWALL. DATE: 2/5/2020 DRAWN BY: JM SCALE: AS NOTED A.®. ARCHITECT: SINGLE OR DOUBLE STAGGER JOISTS 4 IN. OR TOP PLATE GUT PLATE TIED WITH 25 GAGE USE SPLIGE PLATES JASON T. MERKEL STEEL AN6LE OR EQUIVALENT 5EE SECTION Rb02.3.2 RA,AIA,NCARB 11 SIMS STREET PATCHOGUE,NY 11772 631-662-4884 jasont.merkel@gmail.com FIREBLOGKING OP AROUND PIPE HEADER SEAL:,_, JAGK 5TUD5 AND R502.5(2) ; EX15TINO VENT T 5EE TABLES R502.5(1) �... A� OR TRIMMERS 3" SOIL STACK f l WALL 5TU05 f 5EE SEGTION Rb02.3 RENOVATED RENOVATED EX15TINOLd A KITCHEN BATHROOM BATHROOM 2 2" BOTTOM 50LID BLOGKING BORED HOLE MAX. PLATE DIAMETER 40 PERCENT SINK LAV LAV OF STUD DEPTH FLOOR J015T5 TLT TLT SUBFLOOR k D.W. F�� F:�� TUB TUB 515 IN.MIN.TO ED6E 5/6 IN.MIN.TO SILL PLATE FOUNDATION RST FLOOR PPLE HALL 5EE SEGTION R602A 2" 2" 2" 3��r 2" 2" 3,, 2" FOUNDATION WALL 5TUD5 3„ POSED 25EPT�IG UOLK LAUNDRY ANGHOR BOLTS EMBEDDED IN APPROVED I G.O. SYSTEM NOTCH MUST NOT IN. BY 4 IN. FOUNDATION 6 FT. O.G. MAX. EXCEED 25 PERCENT DIAGONAL BRAGE 4" G.I. OF STUD DEPTH LET INTO 5TUD5 GORNER AND PARTITION P05T5 W M NOT BELBORED OOCA IN THE IF HOLE 15 BETHEEN 40 PERCENT AND SAME GR055 SECTION OF bO PERCENT OF STUD DEPTH,THEN STUD BASEMENT GUT OR NOTCH IN STUD MUST BE DOUBLE AND NO MORE THAN TWO 5UGGE551VE 5TUD5 ARE DOUBLED AND 50 BORED APPLY APPROVED SHEATHING OR BRACE NOTES: EXTERIOR WALLS WITH I IN. BY 4 IN. BRAGES LET INTO 5TUD5 AND PLATES AND EXTENDING FROM P3103.1 ROOF EXTENSION. NTGH I NC BORED HOLE L I M I TATI ON5 FOR EXT. AND BEAR I NC HALLS BOTTOM PLATE TO TOP PLATE OR OTHER OPEN VENT PIPES THAT EXTEND THROIK7Ff A ROOF SHALL BE TERMINATED NOT LE55 THAN b (D7� APPROVED METAL STRAP DEVIGES INSTALLED IN AL.E: N.T.S. AGGORDANGE WITH THE MANUFACTURER'S INGHES (152 " ABOVE THE ROOF OR b INGHES(152 MM) ABOVE THE ANTICIPATED SNOW SPEGIFIGATIONS. SEE SEGTION R b02.10. ACCUMULATION,WHICHEVER 15 6REATER. P31032 FR05T GLOSURE. WHERE THE cI75-PERGENT VALUE FOR OUTSIDE DE516N TEMPERATURE 15 O°F (-18°G) OR LE55, VENT EXTEN51ON5 THROUGH A ROOF OR WALL SHALL BE NOT LE55 THAN 3 INGHES (1b MM) IN 4 TYF'I GAL FRAM�NO�OE�TA L DIAMETER ANY INGREASE IN THE 51ZE OF THE VENT SHALL BE MADE NOT LE55 THAN I FOOT (304h MM) IN51DE THE THERMAL ENVELOPE OF THE BUILDING. SIZE Or TRAPS FOR PLUMB I N6 F-I XTURES PLUMBING FIXTURE MIN. TRAP 51ZE BATHRUB(WITH OR WITHOUT SHOWER HEAD AND/OR WHIRLPOOL ATTAGHEMENTS) I)c2 BIDET I y4 TOP PLA CLOTHES WASHER STANDPIPE 2 D15141,4ASHER 1 Y2 FLOOR DRAIN 2 KITCHEN 51NK (ONE OR TOW TRAPS, WITH OR WITHOUT DISHWASHER AND I jl� L FOOD WASTE D15P05ER) TUD �LAUNDRY TUB (ONE OR MORE GOMFARTMENTS) I) L/3 BORED HOLE MAX lo PROJECT: LAVATORY I y4 DIAMETER 40 PERCENT NO NOTGHES D OF STUD DEPTH PERMITTED �, SHOWER (BASED ON THE TOTAL FLOW RAET THROUG D H SHO AND BODYSPRAYS) 5/& IN.MIN.TO EDGE FLOW RAT E- 5.1 6PM AND L-55 I X 0/6 MAX. NORTON-CUCCURESE MORE THAN 5.71 P67M UP TO 12.3 GPM 2 5/5 IN. MIN.TO MORE THAN 12.3 GPM UP TO 25.& GPM 3 RESIDENCE MORE THAN 25.5 GPM UP TO 55b GPM 4 FLOOR JOIST - CENTER GUTS SCTM: 1000-3-2-8 NOTCH MUST NOT D/4 MAX. EXCEED 25 PERCENT OF STUD DEPTH T BORED HOLES SFfALL T To 350 THE SHORT LANE NOT BE LOCATED IN THE SAME GRO%SEGTION OF D/4 MAX. EAST MARION, NY 11939 GUT OR NOTCH IN STUD FLOOR JOIST - END GUTS DRAWING: NOTCHED $ BORED HOLE L I M I TAT I ON5 FOR I NT. NONBEAR I NC HALLS MAX. D FROM 2 SG LE.- N.T.S. SUPPORT f� WALL FRAMING TD DETAILS & PLUMBING D/3 MAX. RISER DIAGRAM EXTERIOR OR BEARING WALL ISSUED RAFTER GEILING J015T5 (802.6) # DATE COMMENT 1 8/2112023 ISSUED FOR PERMIT NOTGH GREATER THAN 50 00,000 PERGENT OF THE PLATE WIDTH 16 GAGE (0.0054 IN) AND 1.5 IN. WIDE oQoo,o METAL TIE AGRO55 AND TO EAGH SIDE OF THE NOTGH WITH 6 — 16d D/3 MAX. REVISIONS NAILS EACH 510E. # DATE COMMENT 1 10.26.2018 PER TOWN COMMENT PIPE OR GONDUIT TOP PLATES 2 IN. MIN. FROM TOP PIPE AND BOTTOM OF J015T D (ACTUAL DEPTH) DATE: 2/5/2020 DRAWN BY: JM SCALE: AS NOTED 3 TOF PLATE FRAM I NC TO AGGOMODATE F I F I NC EF i�. NOTCHINCDETAtLSCALE: N.T.S. LE: N.T.S. � 5 ARCHITECT: JASON T. MERUL RA,AIA,NCARB 11 SIMS STREET PATCHOGUE,NY 11772 631-6624884 jasont.merkel@gmail.com • 4 1 DETAIL 2 DETAIL 3 DETAIL 4 (1:)EETA I L 5 4 C6 ALT.) DETAIL 648 5EEYONI7 RAFTER TIE 0 EAGH ROOF RA ROOF RA RAFTER MODEL J GOND "G52o" 12• RAFTER S FLOOR °° ° Ile RID6E BEAM GONNEGTOR® RANNER RIDGE BEAM �° EMMA��G�pH ttR��AyyF22T��ER CTOR @ EACH RAFTER (2) DOUBLE ° DOOBCE„YWPLA ° MODEL "H2A" ROOF RA ° ° ao TOP PLATE RAFTER HAN6ER® 00 EACH RAFTER MODEL Iflif, , ROOF WALL STUD ° I ` a DE:TA I L "7 00 I DETAIL 10 ' NOTE: DETAILS 5 AND 6 ARE TO BE NOTE: DETAILS "2" AND "3" ARE TO BE USED IN GONJUNCTION WHEN RAFTERS DO USED IN CONJUNCTION IN ALL LOCATIONS. NOT ALIGN DIRECTLY WITH STUDS. ALL 5TUD5 5HALL ALIGN WITff RAFTER5 RAFTER - TO - RAFTER CONNECTION RAFTER - TO - RAFTER CONNECTION RAFTER TO TOP PLATE RAFTER - TO - RAFTER CONNECTION UTILIZED WHEN 2 TYP. 0 EACH RAFTER TYP. ® EACH RAFTER TO STUD CONNECTION WALL 5TUD5 DO NOT ALIGN DIREGTLY "R i MODEL "G520" BY 51MP5ON STRONG TIE MODEL "L55U" BY SIMPSON 5TRONC TIE MODEL "H7Z" BY 51MP5ON 5TRON6 TIE DETAIL 6 S SCALE; N.T.5 SCALE; N.T.5 SCALE; N.T.5 5GALE; N.T.5 MODEL " BY SIMPSON STRONCC TIE - PROJECT: BEYOND NORTON-CUCCURESE DOUBLE WALL sTva— DOUBLE wALL s RESIDENCE GALVANIZED MET PLATE GALVANIZED FIRST FLOOR DOUBLE STRAP ® EACH STUD � BASE PLATE METAL TIE TOP MODEL SP4 G52 DOWN m PLATE BASE PLATE 0 SCTM: 1000-3-2-8 GALVANIZED MET T DER 20 6ALVANIZED RIM J015T MEAL STRAP® EACH STUD `� COUPLING RIM J015T MODEL 05P4" is WALL STUD o „ D� JACK s 12. ;J 350 THE SHORT LANE DETAIL �) sI o>'s PLATE j DouBLE WALL STu EAST MARION, NY 11939 rrrorme rnatr r t�ni � DEETA I L I I "INLL 51UD DRAWING: TOP PLATE TO STUD CONNECTION AT 6ABLE—EN0 WALL.. KING STUD TO TOP PLATE CONNECTION/ DETAIL 12 UTILIZED WHEN WALL STUDS DO NOT ALIGN DIRECTLY W/R.R STUD TO BASE PLATE TO RIM JOIST TO HEADER TO CRIPPLE STUD GONNECTION/ JACK �I TOP PLATE TO STUD CONNECTION Q STUD TO HEADER CONNECTION 10 FLOOR-TO-FLOOR GONNECTION MODEL "5P4" BY 51MP5ON STRONG TIE / MODEL "G520" BY 51MP5ON STRONG TIE O MODEL "G520" BY SIMPSON 5TRONG TIE MODEL "HDU" BY SIMPSON 5TRONO TIE FRAMMING SCALE: N.T.5 SCALE; N.T.5 SCALE; N.T.5 SCALE; N.T.5 CONNECTOR DETAILS WALL STUD DOUBLE WALL 5 GRAHL S 'AGE / 5IMP50N 5TRON6 TIE �, ISSUED BASEMENT BLOGKIN6 REQUIRED BASE PLATE � MODS „W 1) 6ALVANIZED `E'" # DATE COMMENT ATTACHED TO SILL o METAL STRAP 1 8/21/20231 ISSUED FOR PERMIT WITH A35Z (NOT SHOW > OR PER DE516NER RIM JOIST 6ALVANIZED METAL RIM J015T DOUBLE COUPLING SILL SILL PLATE '"' REVISIONS PLATE 4., # DATE COMMENT a.. SEE FOUNDATIO TYP. WALL SECTION PLAN FOR ONE STORY W/ CRAWL SPACE ANCHOR BOLT 1 6ALV. METAL TIE DOWN HAN 52" OF SPACING SCALE: N.T.S. 9 FOUNDATION SILL PLATE CONNECTION 1 EACH CORNER OF STRUCTURE 12 SILL PLATE TO RIM J015T GONNEGTION DATE: 2/5/2020 MODEL "MA5A" BY 51MP50N 5TRON6 TIE 1 MODEL "HD-7B" BY 51MP50N 5TRON5 TIE OALV. METAL STRAP (MODEL "G520") DRAWN BY: JM NA I L I N(5 SGHEDULES FOR ALL STRAi>S 5GALE; N.T.5 5GALE; N.T.5 5GALE,I.T.5 SCALE: AS NOTED GAN BE FOUND ON SHEET A-001 .