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50340-Z
"�OF SOUlyo� Town of Southold * * P.O. Box 1179 53095 Main Rd coumv, Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46444 Date: 08/26/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 765 Fairway Dr Cutchogue, NY 11935 SecBlock/Lot: 109.-5-14.32 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 01/17/2024 Pursuant to which Building Permit No. 50340 and dated: 02/14/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Additions and alterations including a front covered porch, side & rear deck, covered rear deck, and an as built outdoor shower to an existing single-family dwelling as applied for. The certificate is issued to: Franklin Mitchell , Suzana Carlos Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 50340 08/7/2025 PLUMBERS CERTIFICATION: Kevin Rem a Plumbing &Ileating Corp 07/15/2025 Auto ed Signature �aorsoto/ TOWN OF SOUTHOLD BUILDING DEPARTMENT e TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50340 Date: 02/14/2024 Permission is hereby granted to: Franklin Mitchell 347 Henry St Apt 4A Brooklyn, NY 11201 To: Construct additions and alterationsto an existing single-family dwelling as appliedfor.Permit includes "as built"outdoor shower. Amended-11/04/24 to elude:a first Cory addifian_an _r_oof_ed over deck and porch'. Premises Located at: 765 Fairway Dr, Cutchogue, NY 11935 SCTM# 109.-5-14.32 Pursuant to application dated 01/17/2024 and approved by the Building Inspector. To expire on 08/15/2025. Contractors: Required Inspections: Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,444.00 CO-ALTERATION TO DWELLING $100.00 ELECTRIC $175.00 mendment Fee $2621:75{, Total 1981.75 Building Inspector o�SUFEaI�cD TOWN OF SOUTHOLD �s �y BUILDING DEPARTMENT y. x TOWN CLERK'S OFFICE oy • o� 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#: 50340 Date: 2/14/2024 Permission is hereby granted to: Gillies, Matthew 765 Fairway Dr PO BOX 1280 Cutchogue,-NY 11935 To: Construct additions and alterations to an existing single-family dwelling as applied for. Permit includes "as built" outdoor shower. At premises located at: 765 Fairway Dr, Cutchogue SCTM # 473889 Sec/Block/Lot# 109.-5-14.32 Pursuant to application dated 1/17/2024 and approved by the Building Inspector. To expire on 8/15/2025. Fees: , SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,444.00 " CO-ALTERATION TO DWELLING $100.00 Total: $1,544.00 Building Inspector o��oF so�ryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 � �o JameshCa�southoldtownny.gov �OUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Franklin Mitchell Address: 765 Fairway Drive city:Cutchouge st: New York zip: 11935 Building Permit#: 50340 section: 109 Block: 5 Lot: 14.32 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: GJS Electric LLC. Electrician: Gary Salice , License No: Me-4839 SITE DETAILS Office Use.Only Residential X Indoor Basement X Service Commerical Outdoor 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 55 Ceiling Fixtures 12 Bath Exhaust Fan 4 Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 8 Smoke Detectors 3 Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures 73 CO2 Detectors Sub Panel 80a A/C Blower Range Recpt Ceiling Fan 5 Combo Smoke/CO 3 Transfer Switch LIC Lights 3 Dryer Recpt Spa Emergency Strobe Heat Detectors Disconnect Switches 46 4'LED Exit Fixtures [I Sump Pump Other Equipment: 1 fridge,2 dishwasher,2 mini fridges, .1 hood, 1 double oven, 1 washer Notes: HOUSE Inspector Signature: A dl j Date: August 7, 2025 765 fairway drive ®v®SUfFOt��� - Town Hall Annex Gy Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT AUG 1 4 2025 TOWN OF SOUTHOLD Building Departrnont CERTIFICATION Town of Southold Date: '7 Building Permit No. Owner: t �� Please print) t Plumber: V44V>13 ��\�8�v� +- ��� • (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. (Plumbers Signature) Sworn to before me this /G7 day of A, , 20 ?' ®ARBARA K TAMW Natery Public,state Of NewVA No. 01 TA6086001 Qualified In Suffolk Cour"c�/ Notary Public, ��. County Commission Expires 1 �o",5f SOGIy°�o L 7 # TOW OF SOUTHOLD BUILDING DEP'1•. 631-765-1802 INSPECTION [ ] FOUNDATION -1ST/ REBAR [ ] ROUGH PLBG. { ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] ,FIREPLACE & CHIMNEY - [ ] FIRE ZAFETY INSPECTION [ -] FIRE RESISTANT CONSTRUCTION [- ] -FIRE RESISTANT PENETRATION /14 ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ir,. pl07/Naol Cn1v,--)lmj 7 L I DATE I5' 2 INSPECTOR ho�,*l SOUTyo� # TOWN OF SOUTHOLD BUILDING DEPT. couto, 631-765-1802 000'03q� INSPEC T 'ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] UNDATION 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: f\ I Y►PIrYI 10 V4 DATE A INSPECTOR �oOF 50 ��60sio # TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 INSPECTION [ FOUNDATION 1 STJ 04k [ ] 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: ;5:'dojt� d4pl-1,- '41 hOe2- dot ems- 1� bk- can�irlv2 . DATE '9 -,A INSPECTOR ' 000 r,qjf SOUTyO� - # * TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ VINSULATIOWCAULKING UGH PL13G. [ ] FOUNDATION 2ND [ [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Q-GGC� SS - �' aCr. ov D!�- �v G�✓etz. DATE INSPECTOR OF SOUTyOIo TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 1 NSPECTI:O'N [ ] 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: a S W&IIS 0) & a. , l l ate. koL 6 h , DATE INSPECTOR 0FS0UTyO�o # BUILDING DEPT. TOWN OF S �UTHOLD BUI G 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/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 1 REMARKS: 1n ,7� r! `�' sJe Q Sl( �-e 0--c5-,f 's14 �w owv )A J4/ n c �4L2A-atll bii P.I rA 4_r,r C) -fe 6 f eK tA)� 4-?,To l DATE INSPECTOR oe souryO� # TOWN OF.SOUTHOLD-BUILDING DEPT. o►�,�a� 631-765-1802 I N S P E CT IO N [ ]. FOUNDATION 1ST/ REBAR [ OUGH PLBG. [ ] F NDATION 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 7 K MAR m K- mk VIOAlq >, DATE ANSPECTOR pF SOUI,yo�o # : TOWN OF SOUTHOLD BUILDING DEPT. . urm, 631-765-1802 �,�qo - [NSPECT ON ' [ ] FOUNDATION 1 ST/ REBAR [ ] OUGH 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 REMAR S- cl?- DATE lov INSPECTOR .,*_(i �o�aoe souryO� <0 43 40 76,5 )race wA- # TOWN OF SOUTHOLD BUILDING DdPT. "cou 631-765-1802 INSPECTION ' [ ] FOUNDATION 1ST/ REBAR [ ]- ROUGH PLBG. [ ] FOUNDATION 2ND. [ ] INSULATION/CAULKING d� [ ] 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: ' ken0 l SOO a ea Cou,K+ 6kee- f L -ed k e2u-� 4101 DaGtbl-e v U eex y fteA L-5 -e C7 4 ld-e bed M I� rO"40L- Ao o(JAlle Vlof %1(4546ata -fk DATE INSPECTOR OF SOOIyO� ✓ O� ! �� �-C l� �. # TOWN. OF SOUTHOLD BUILDING DEPT. �o �0 631-765-1802 INSPECTION- - [ ] 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) [.Sd ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: © vl- jA86 alb( a.re �- L51•QA-t5 00eor t/G415 vwA 4o b e, lableA- A'4rim noi ext O'CL '5isaUt DATE 7 S INSPECTOR �aOF 50GTyo # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ULATION/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: in VWhb C" i1 DATE INSPECTOR OF 50U1yo6 * ' TOWN OF SOUTHOLD.BUILDING -DEPT. coum, 631-765-1802 INSPECTION ' [ ] FOUNDATION 1 ST/ 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: w4 yt no t 5�t2o( 047 6 ,x tJGt lk 19 L1,5 k e k�r\, 'I A �-'vu GGIev\. c,�.� -e�5 need �G DATE 7 INSPECTOR Off' pE SOUly�lo 1563 40 -7 (5 -4 r- f ol / # . # TOWN OF SOUTHOLD BUILDING DEPT. /J 'gurm,�`�'�0 631-765-1802 INSPECTION [ ] 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 rl PRE C/O [ ]. RENTAL REMARKS: a DATE INSPECTOR r • v o 194ft—V* .Ott asl+w•r••ssa •a•w•ro.w. u //�� urs•••yaa - T � s i,.t.s.e�a • ,n...,, •)�s•a aaai 1 tots•• :. a6. is E. s. ).•rw.. -ear � '' - i a).»aw• .. .� E _ at rs ) a.-. a'•h• "to r«•.�•.. 24 +!to�•.a al�,....-... t s• to e .. .,... q w•w., art• s �va_ i• _ ~11 � . d a,. � oil . .. ., . . � ti : ,':. E r . f` i� ;r e- ...� - -..._ :_, . . , ,` � �_ ;, �, .;�. i ' �, �._� �;.,. PERMIT# Switches Address: � � Outlets GFI's Surface }-� 'I I Sconces -44-�, till H H's �3 UC Lts I Fridge HW POOL Fans Mini Fr.1 WAD 1 Panel Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV Inst Hot DeHum Transfer _HOT TUB/SPA Disc Combo Cooktop Minisplit Blower AC AH Hood Blower 4 Service Amps Have Used Sub Amps Have Used Comments a.. i t �^ |-- | Rocket Insulation,LLo(3sr) Job Number: 6552378 4u Haynes Court RoNKoNKoMANY11rm , Insulation Certificate , 8 � ' n������nm������� �*��nu�on������� � '`�K " �O�c / | ^`�^ ` Insulation w installed in the structure described below oofollows: Work Area Item Installed BmQm 8gFe�� / Baffles GAM Attic Mate Foam Rafter 22"x48 Baffles 6AM Attic Mate Foam Rafter 22"x 48" First Floor Exterior Walls Cro/2 Foam Sealant Foam Seal Door And Windows CF812 Foam Sealant Foam Seal D And Windows CF812 Foam Sealant Air Seal'Seal Seams&Edges[f CF812 Foam Sealant ! Plywood Exteri Walls Flat Ceiling Fire&Sound Guard Plus R' 35.5''x 15^x47^ | Wind Wash Baffles, Ultra Shield F-SCIF4800500P Radiant Shield 48"Perforated Open Knee Walls F-SCIF4800500P Radiant Shield 48"Perforated ..'_Wash Baffles, Ultra Shield F-SCIF4800500P Radiant Shield 48 Perforated Fire Caulking |ntumesoentO14. Rookwoo| FG-2NE Max Fimotop Sealant<2O oz. Foil) | Fire Caulking|ntumoonent814. Rookwoo| F8'ONE Max Firestop Sealant(2Ooz. Foil) / Knee Walls R-15 15"x 93"-Kraft-Wood Framing Exterior Walls R-1 5 15"x 93"-Kraft-Wood Framing Basement Ceiling R-1 9 15"x 93"-Kraft-Wood Framing First Floor Exterior Walls R-1 9 15"x 93"-Kraft-Wood Framing R' 115^x98^'Krat'VVoodFmming First Floor Flat Ceiling R-30 16"x 48"-Kraft-Wood Framing New Crawlopace Ceiling NV17" R0O1O^x48"'Kraft'Wood Framing / Insulation Supports Flat Ceiling R-30 16"x 48"-Unfaced-Wood Framing Slope Ceiling R-30C 15.5"x 48"-HD Kraft-Wood Framing Tmommxx blow has no settling factor for R-,aumu / | Job Name: 76s Fairway Drive cutchoguo.wY 11935 Mitchell Residence � Job Address: 765 Fairway Drive Mitchell Residence | ouTo*mouE.wr11ums | | ! 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GL05. ��41RT$lIORRZf.A7ZAF7FACED-BAA 4� H/7}•rraxwSE lO'R/RJI ,o i m ROOM ; LO IAlJdAnON MTN}•FJfJE7NOR 6RAA�PLYNCXD, 34'Hr.MAM425 FA SIDE , MOM MiW AV SLiELnV SIVIM, l`�UD 2 MW ROOM"ALAI LAUNDRY -- ------------n----------- --------------------------- --- _ FRONDID BY OTHW5r , 2 _ _ IA5TALLID BY CONIRALTA2 �'t IO'-3' 24-1° 5D j2�X '1'Yb B le'aI/'O�LI.1Y/HALLTH -LE (— m �2 Ey ImN TO GL05. LAYER CF%6YP.BOARD 0Y1 BOTH 5/O5 BDX ' Y `STALK I '--- EX 2 GAR L+�? EC 1lDRTD REM4/N I r®Y(2J 135rn T18•-20E LVL IDR. I� &ARA6E �-'� Irk jy EX.BEDROOM q I E O O O r•n' WH BEAR/N6 INTENOR HALL- j 2'X 4'&VLI Sn.D B l6'OL. 5-ARAF_7� EX FAL®DATTIM AnONl4/51 aYER OF 515• 14'-1O' 12'-4• 5-4' GLOS. V 6YP.BOARD ON BOW WS Vo.M i R� FRONT PORGH EX MN Ex WAt FXISn15 HDR TO RE 4WX E4577A51IDR TO ABLWAf H � log lol I ON 9 I 4 I y-2' 36b• 2412' FIELD INSPECTION REPORT DATE I COMMENTS 'kp, ro a 00 of 4- G?J Page - 4z�o � O'/fix. er �v _ FOUNDATION (1ST) - ac4( IZ404, a ------------------ ------- ----------- FOUNDATION (2ND) Je z lot 1pk- ROUGH FRAMING& - PLUMBING - -- ' 5 3 a INSULATION PER N.Y. - STATE ENERGY CODE - - FINAL VA ADDITIONAL COMMENTS • 2s uck 1 Sea 149- S re 1 oq SS cif 13 -- ro TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375.Main Road P.O.Box 1179 Southold,NY 11971-0959 o o��4� Telephone(631)765-1802 Fax(631)765-9502 httns://.",w,.southoldtowi n.y gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only . i PERMIT NO.50b- Building Inspector-. Applications and forms must be filled out in their entiretyAncomplete applications JA� 1 2Q24 I accepted. Applicant is�not the owner,an ,. PP will not be P ted. Where the PP Owners Authorization form(Page 2)shall be completed.' Date: DWNER(S)OF PROPERTY: Name:Franklin Mitchell. SCTM#1000-109-05-14.032 'Projecc Address: 765:Fairway Dr.,_Cutchogue,, NY 1.1935 y _�- I P hone#: Email:franklinmitchell@gmail corn i Mailing Address.765 Fairway Dr.,�Cutchogue, NY 11935' CONTACT PERSON: Name:Raymond Nemschick Maili ng'Ad dress:66 East Main.St.,'Patchogue, NY.11772 Phone#:(6311563=21.30 ext 11� _ _ Emai_i_:r.nemschick@nsarchitects.com DESIGN PROFESSIONAL INFORMATION:'w ;Name:Raymond Nenischick - - Mailing Address:66 East.Main St., Patchogue, NY 11772 Phone#:(631) 563-2130 ext. 11 Email:r.nemschick@nsarchitects.com -CONTRACTOR INFORMATION: -- Name: Q :I;Mailing Address bV N� Phone Email.a DESCRIPTION OF PROPOSED CONSTRUCTION ' 'EN ew Structure ❑Addition _EAlteration ❑Repair ❑)emolition kZp st'mate Cost of Project: ❑Other --- ' 1Nillthel6tbere=graded? ❑Yes;BNo: Will excess fill.be.removed from.premises? ❑Yes BNo z PROPERTY-INFORMATION Existing use of property:Sin le-Famil . Intended use of property:_Sin le-Famil Residence) �9 Residence'Y �____-��___ 9. .Y.__ Zone or use district.in which premises is situated"a: Are there any covenants and restrictions with respect to . R40 Y _ this property? ❑Yes�BNo IF YES;PROVIDE A COPY.. i 8,Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code.APPLICATION IS HEREBY MADE ta the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk;County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and In building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application:Submitted By( 'n n me):Raymond Ne.msch lck RAuthorized Agent IJOwneir .. j. Signature of Applicant: - 7 Date:��M` �'zM STATE OF NEW YORK) COUNTY OF - V Raymond- Nemschick _ being duly sworn,deposes and says that(s)he is the applicant . - (Name of individual signing contract)above named, (S)he is the Agent' - -- - — -- - (Contractor,Agent,Corporate Officer,.etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and i thatthe work will be performed in the manner set forth in the:application file.therewith: LAWRENCE E,SILVERMAN Notary Public,State of New York Sworn before me this Reg.No.01Si4977025 i a nS folk County mml day of- - __--- _: 20 - PROPERTTOWNER AUTHORIZATION (Where the.applicant is.not.the owner) Franklin. Mitchell 765 Fairwa- Dr., Cutchog ue NY — - -- - - residing at.-- —y. . . . Raymond Nemsch'ick - doherebyauthorize. _ — ; _ _. -.. -to apply on' my behalf'`_t _"Town of Southold Building Department for approval as described herein. rI lvtier's.Signature Date� � Franklin.Mitchell 1 Print Ownei's Name - - 2 FUL/r BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD o Town Hall Annex-54375 Main Road - PO Box 1179 o 'z Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(.5southoldtownny.gov — seanda-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ) ELECTRICIAN INFORMATION (All information Required) Date: Company Name: & J S 6,+T'i L (, Name: &o--r is ce License No.: q g3 L email: Or a-r GC h-Fa V,Go m Phone No: - (-a _ r I request an email copy of Certificate of Compliance Address.: JOB SITE INFORMATION (All Information Required) Name: 'm 1 f"c h e Address: a-i r-w& I Cu*�hb - Cross Street: C G S2S LO.,A Q. Phone No.: BIdg.Permit#: d 3 4o email: s Tax Map District: 1000 Section: I Oq Block: 0.5 Lot:Q( ,d BRIEF DESCRIPTION OF WORK(Please Print Clearly) \ 144, Check All That Apply: �510 Is job ready for inspection?: t:YES ❑ Kough ❑ NO In Final Do you need a Temp Certificate?: ❑YES ,2N0 Issued On Temp Information: (All information required) Service Size 71 Ph ❑3 Ph Size: A #Meters Old Meter# ❑New Service ❑ Service Reconnect ❑ Underground ❑Overhead #Underground Laterals 01 02 ❑H Frame ❑Pole Work done on Service? ❑Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION r rQc,� l 0� t 3 Z Electrical Inspection Form 2020.xlsx BUILDING DEPARTMENT-Electrical Inspector �O . Gym► TOWN OF SOUTHOLD y Town Hall Annex- 54375 Main Road - PO Box 1179 �* Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 iamesh southoldtownny.gov— seand(cbsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 3 5 Company Name: GJS Electric, LLC Electrician's Name: Gary Salice License No.: 4839ME Elec. email: gary@nfay.com Elec. Phone No: 631-298-4545 01 request an email copy of Certificate of Compliance Elec. Address.: 6615 Main Rd., Mattituck, NY 11952 JOB SITE INFORMATION (All Information Required) Name: TI chG I Address: (oPot rw g C. C t&ts k e Cross Street: ases � a Phone No.: Bldg.Permit#: 503qo email: Tax Map District: 1000 Section: I 0q Block: Q 5 Lot: 63 a. BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Ir17Le,r-(bY re—rrovA-vv-\ ) 15co si -f4, Square Footage: -5 pYy Circle All That Apply: Is job ready for inspection?: YES❑NO ®'Rough Ill a Final Do you need a Temp Certificate?: 0 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 v'.e.c� I oqSe I zoo GOZ40 cK.� IZ33 } �4S�FI p��c0 BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD c - Town Hall Annex-54375 Main Road - PO Box 1179 o Southold, New York'11971-0959 o� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(cDsoutholdtownny.gov -r seand(a)_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: dl( Company Name: & J s C(C c- r L (, Name: &0-- S ce License No.: q835 C email: Or C'-r h-F6 V 6,0 Yn Phone No: - 1-2 _ 5 I request an email copy of Certificate of Compliance Address.: ^+7,c- a 5 JOB SITE INFORMATION- (All Information Required) Name: I �e Address: 76 67 Fa L r-W I r d 2L.-e Cross Street: C G SeS Phone No.`: Bldg.Permit go email: Tax Map District: 1000 Section: (,1� Block: 0.5 Lot:01 o 0 a BRIEF DESCRIPTION OF WORK (Please Print Clearly) I n±L-E L,' rergo V N 1 Soo Sg, . Check All That Apply: IyIS� Is job ready for inspection?: >YES ❑NO KRoughln ❑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 ❑ Service Reconnect 0 Underground ❑Overhead # Underground Laterals 01 ❑2 ❑H Frame ❑Pole Work done on Service? ❑Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION r I?5 4 1 2-4 :4:c�Ck rem 1 O-7 ( 3 2 Electrical Inspection Form 2020.xlsx PERMIT# Address: Switches Outlets G F I's Surface Sconces H H's UC Lts Fridge HW POOL Fans Mini Fr. W/D PanelPump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis IWater Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments BUILDING DEPARTMENT- Electrical Inspector ��o Gym TOWN OF SOUTHOLD ~` Town Hall Annex- 54375 Main Road - PO Box 1179E v' Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh southoldtownny.gov — seand(Dsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: $ 5 Company Name: GJS Electric, LLC Electrician's Name: Gary Salice License No.: 4839ME Elec. email: gary@nfay.com Elec. Phone No: 631-298-4545 01 request an email copy of Certificate of Compliance Elec. Address.: 6615 Main Rd., Mattituck, NY 11952 JOB SITE INFORMATION (All Information Required) Name: MT �C-k e I Address: 166 &kngg f. C vtukT,1,Ae Cross Street: C aS@S L&-) Phone No.: BIdg.Permit#: 503qo email: Tax Map District: 1000 Section: I 0q Block: Q Lot: 63 i. BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): j n E.- f r-e �b `�-t� ) 17X) d Square Footage: 5 c6 Circle All That Apply: PKs 31 a Lf 10-t� Is job ready for inspection?: YES NO 'Rough In Final 1 ❑ 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 02 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION -Zw 4- S0Z40 PERMIT# Address: Switches'{ .: �lL� Outlets-t� � ILI G F I's Surface'' 1 Sconces LIU H H'sit,�k ��l UC Lts Fridge HW POOL Panel Fans Mini Fr. WAD Pump o&c�0[q. Exhaust Oven Sump Heater Trnsfmr Smokes DW / Generator Salt Gen. ✓Carbon Micro GrbDis Water Bond Lights Heat' Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktoq -C inisplit Blower AC AH Hood , Blower Service Amps Have Used Sub Amps Have Used 2Z, 16 Comments Generated by REScheck-Web Software Compliance Certificate Project Mitchell Residence Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: Alteration Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 765 Fairway Dr. Franklin Mitchell Raymond Nemschick Cutchogue, NY 11935 765 Fairway Dr. Nemschick Silverman Architects Cutchogue, NY 11935 P.C. 66 East Main St. Patchogue,NY 11772 (631)563-2130 r.nemschick@nsarchitects.com Compliance: Passes using prescriptive requirements for alteration projects Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies ` Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 996 46.9 0.0 0.026 0,026 26 26 Wall:Wood Frame, 16"o.c. 888 21.0 0.0 0.057 0.060 36 38 Door: Glass Door(over 50%glazing) 142 0.180 0.320 26 45 SHGC:0.25 Window: Metal Frame 109 0.180 0.320 20 35 SHGC: 0.25 Floor:All-Wood Joist/Truss --- --- --- --- --- --- --- Exemption: Framing cavity not exposed. Compliance Statement: The proposed building design described here i consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed buildin has been designed to meet the 2018 IECC requirements in REScheck ersion : RESchec -Web and to comply with the mandatory re ire t rs 6dJ. the REScheck Inspection Checklist. f ® E�C`y� Name,-Title Sigpat cy f• Date er l P' No. Project Title: Mitchell Residence Report date: 12/11/23 Data filename: Pagel of 9 a� REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Sect�ari.' a"''' Plans Verified 'Field;Uer�fied # Pre Ispect�on/Pla"r Review Value Comphes� Comments/Assumptions Req,ID d 103.1, !Construction drawings and 4 7❑'Complies , 103.2 !documentation demonstrate ❑Does Not [PR1]1 !energy code compliance for the P building envelope.Thermal rw g ❑Not Observable )envelope represented on �� F ❑Not ; construction documents. „ 4 - ; 103.1, ;Construction drawings and �` ' ❑Complies ; 103.2, :documentation demonstrate , ❑Does Not 403.7 energy code compliance for [PR3]1 E lighting and mechanical systems " ❑Not Observable I Systems serving multiple ��° ❑Not Applicable ; ;dwelling units must demonstrate '�� � ;compliance with the IECC ' (Commercial Provisions. 302 1, Heating and cooling equipment is; Heating: ; Heating: ;]—.]Complies ; 403 7 .sized per ACCA Manual S based Btu/hr I Btu/hr ;❑Does Not [PA2]2 w 4 on loads calculated per ACCA I Cooling: f Cooling: ❑Not Observable Manual J or other methods ; Btu/hr I ^approved by the code official Btu/hr f❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 ; Medium Impact(Tier 2) J'3,J Low Impact(Tier 3) Project Title: Mitchell Residence Report date: 12/11/23 Data filename: Page 2 of 9 oundation lnspectian �Comphes? Commen#s/Assumption f s be.Req.ID �` g 3Q3 A protective covering is installed to I❑Complies ; [Fg11jz protect exposed exterior insulation ❑Does Not and a minimum of 6 in, below :[]Not Observable grade. ❑Not Applicable ; 403 9 Snow-and ice-melting system controls;❑Complies [F012j� .ag installed. ❑Does Not I ❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 1 JHIgh Impact(Tier 1) 2 Medium Impact(Tier 2) ;3o- Low Impact(Tier 3) Project Title: Mitchell Residence Report date: 12/11/23 Data filename: Page 3 of 9 Section plans Verified. Field,Verified # Framik]Rough-In,Inspection �'�Complies? - �Commehts%Assumptions &Req.ID Value , Value 402.1.1, 1 Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, ;average). :❑Does Not ;table for values. 402.3.3, 402.5 ,❑Not Observable [FR2]1 ;❑Not Applicable 303.1.3 ;U-factors of fenestration products ❑Complies i [FR4]1 !are determined in accordance f ❑Does Not !with the NFRC test procedure or 0 :taken from the default table. ❑Not Observable I z ❑Not Applicable 402.4.1.1 !Air barrier and thermal barrier ❑Complies ; [FR23] I installed per manufacturer's i ❑Does Not ;instructions. []Not Observable ❑Not Applicable 402.4.3 !Fenestration that is not site built ❑Complies ; [FR20]1 l is listed and labeled as meeting ; "� �' ❑Does Not �AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC [-]Not Observable ;400 that do not exceed code ❑Not Applicable I limits. 402A.5 IC-rated recessed lighting fixtures ❑Complies [FR16]1 sealed at housing/interior finish ❑Does Not and labeled to indicate:52.0 cfm leakage at 75 Pa. ❑Not Observable []Not Applicable ; 403.3.1 ;Supply and return ducts in attics ❑Complies [FR12]1 !insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >= f []Not Observable R-6 where< 3 inches.Supply and return ducts in other portions of ❑Not Applicable ;the building insulated >= R-6 for diameter>= 3 inches and R-4.2 ;for< 3 inches in diameter. 403.3.2 !Ducts,air handlers and filter ❑Complies ; [FR13]1 !boxes are sealed with J ❑Does Not !joints/seams compliant with j International Mechanical Code or ;_ �� ❑Not Observable I ;International Residential Code,as ❑Not Applicable applicable. ; 4033.5 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. []Does Not ❑Not Observable ( ❑Not Applicable 403.4 HVAC piping conveying fluids R- i R- ;❑Complies ; [FR17]2 above 105°F or chilled fluids I❑Does Not below 55°F are insulated to>_R- 4 13 ;❑Not Observable ❑Not Applicable 403.4.1 Protection of insulation on HVAC ?' =a ❑Complies [FR24]1 1 piping. "`❑Does Not U ❑Not Observable { ❑Not Applicable 40353 Hot water pipes are insulated to R- R- ;❑Complies [FR18Iz` 2--R-3. ;❑Does Not 110) ;❑Not Observable ❑Not Applicable 403.6 Automatic or gravity dampers are ❑Complies ; [FR19,]2 installed on all outdoor air ❑Does Not intakes and exhausts. I ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Mitchell Residence Report date: 12/11/23 Data filename: Page 4 of 9 Additional Comments/Assumptions: 11 High Impact(Tier 1) '2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Mitchell Residence Report date: 12/11/23 Data filename: Page 5 of 9 Sktlo Plans Uerif�ed a Field Uerifted" # Insulation Ins ection = Comphes� Comments/Assumptions 6e�Re :1D` Value Value q , 303 1 All installed insulation is labeled ; .,t❑Complies ;3 [IN13]� °f,° or the installed R-values b g ❑Does Not ; provided. p ❑Not Observable ❑Not Applicable , 402.1.1, ;Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 i ❑ Wood '❑ Wood ❑Does Not ;table for values. [IN1]1 '❑ Steel ❑ Steel UNot Observable :❑Not Applicable I 1 i i I 1 E i 1 l i i i i 303.2, ;Floor insulation installed per �_ -°,;❑Complies 402.2.8 :manufacturer's instructions and � , "� r �* dE ❑Does Not [IN2]1 :in substantial contact with the underside of the subfloor, or floor �� t R= ❑Not Observable r �� framing cavity insulation is in ❑Not Applicable� �"��'. � ,-�� I contact with the top side of I I sheathing,or continuous i, "AE i insulation is installed on the , a underside of floor framing andb extends from the bottom to theUA k 'top of all perimeter floor framing " a members. , 1 402.1.1, ;Wall insulation R-value.If this is a; R- R- ❑Complies ISee the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ;❑ Wood ;❑Does Not I table for values. 402.2.E ;wall insulation on the wall ❑ Mass E❑ Mass :❑Not Observable [IN3]1 a exterior,the exterior insulation ❑ Steel ❑ Steel I❑Not Applicable Cequirement applies(FR10). I I I t 1 i 1 I 1 1 1 i I 303.2 ;Wall insulation is installed per Complies [IN4]1 :manufacturer's instructions. .� fa � ❑Does Not ❑Not Observable 'I F ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2" Medium Impact(Tier 2) 3`, Low Impact(Tier 3) Project Title: Mitchell Residence Report date: 12/11/23 Data filename: Page 6 of 9 Section Plans'Verified field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.11 Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, ; ❑ Steel ❑ Steel :❑Not Observable 402.2.6 [FI1]1 ;❑Not Applicable I I I 3 I f I I i 1 I I I t I I I I i I 303.1.1.1,;Ceiling insulation installed per ? ❑Complies 303.2 !manufacturer's instructions. ❑Does Not [F12]1 ;Blown insulation marked every 300 ft2. ❑Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies [FI22]2 #insulation include baffle adjacent IE]Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 Attic access hatch and door R- ; R- ❑Complies [FI3]1 `insulation>_R-value of the :❑Does Not adjacent assembly. I I i 1 ❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50 = ACH 50 = ;❑Complies [FI17]1 lach in Climate Zones 1-2,and PDoes Not !<=3 ach in Climate Zones 3-8. { ; ;❑Not Observable :[--]Not Applicable 403.3.3 ;Ducts are pressure tested to ; cfm/100 cfm/100 ;❑Complies [F127]1 :determine air leakage with ; ft2 ft2 ❑Does Not :either: Rough-in test:Total leakage measured with a !❑Not Observable pressure differential of 0.1 inch ; ; ;❑Not Applicable ; w.g.across the system including ;the manufacturer's air handler !enclosure if installed at time of !test. Postconstruction test:Total !leakage measured with a :pressure differential of 0.1 inch iw.g.across the entire system including the manufacturer's air !handler enclosure. 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 1 cfm/100 I❑Complies ; [FI4]1 !cfm/100 ft2 across the system or : ft2 ft2 :❑Does Not i<=3 cfm/100 ft2 without air : ❑Not Observable !)handler @ 25 Pa. For rough-in ; :tests,verification may need to ;❑Not Applicable occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ❑Complies [F124]1 !by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable i ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [FI9]2 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to [-]Not Observable code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed IE]Not ❑Complies l [F11012on heat pumps. ❑Does Not ❑Not Observable Applicable 403.5.1 Circulating service hot water ❑Complies [FI11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2' Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Mitchell Residence Report date: 12/11/23 Data filename: Page 7 of 9 Section . . Plans Verified Field�Ve[ified' # Final Inspection P-rovi§ions` . r complies? ",Comments/Assumptions, 6c`Req:ID .: Value's Value 403.6.1 All mechanical ventilation system ❑Complies [F125]2 fans not part of tested and listed`❑Does Not HVAC equipment meet efficacy ❑Not Observable and airflow limits per Table ; R403.6.1. ❑Not Applicable 403.2 Hot water boilers supplying heat �` �❑Complies [F126]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water � ` '� ❑Not Observable temperature based on outdoor ❑Not Applicable i e e temperature. 40�3'5.1.1 A Heated water circulation systems ❑Complies (FI28]2 p have a circulation pump.The []Does Not system return pipe is a dedicated return pipe or a cold water supply n a ❑Not Observable ; pipe.Gravity and thermos- ❑Not Applicable syphon circulation systems are not present.Controls for a circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls . a automatically turn off the pump when water is in circulation loop a is at set-point temperature and "' i no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies [F129]2comply with IEEE 515.1 or UL > ? x; ❑Does Not 515.Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the ''"_ � piping. 403.5.2 Demand recirculation water ❑Complies [F130]i systems have controls that []Does Not manage operation of the pump = and limit the temperature of the ❑Not Observable _water entering the cold water ❑Not Applicable ; piping to<= 1049F. ' 403.5.4 Drain water heat recovery units ❑Complies ; [F131]2 ,'• tested in accordance with CSA g,`q []Does Not B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units< 3 psi for a ❑Not Applicable individual units connected to one or two showers. Potable water- u 1 side pressure loss of drain water heat recovery units< 2 psi for individual units connected to three or more showers. 404.1 :90%or more of permanent ❑Complies [FI611 'fixtures have high efficacy lamps. ❑Does Not ❑Not Observable I ❑Not Applicable 404.1.1 Fuel gas lighting systems have ' ❑Complies [F123j3 no continuous pilot light. ❑Does Not `°. ❑Not Observable ❑Not Applicable 401:3 Compliance certificate posted. °.�_. toR ❑Complies ; [F17]� '''� ❑Does Not =i J []Not Observable ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) -3 1 Low Impact(Tier 3) Project Title: Mitchell Residence Report date: 12/11/23 Data filename: Page 8 of 9 Plans Verified ,Field°Verified° Section � ,. Final Inspection Provisions `, Value Value Complies2 CominentslAssumptions & Req.ID 303.3 Manufacturer manuals for ❑Complies [FI18]3 I mechanical and water heating []Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Mitchell Residence Report date: 12/11/23 Data filename: Page 9 of 9 2018 I ECC Energy Efficiency Certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 0.00 Ceiling /Roof 46.90 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.18 0.25 Door 0.18 0.25 CoolingHeating & Heating System• Cooling System• Water Heater• Name: Date• Comments r Road APPROVED AS NOTED' DATE-2-I q.24 B.P.# Q, `7"0 COMPLY WITH ALL CODES OF F 15' 00_ BY NEW YORK STATE&TOWN CODES NOTIFY BUILDING DEPARTMENT AT REQ IRED AND CONDITIONS OF 631-765-1802 8AM TO 4PM FOR THE SWM 001BA FOLLOWING INSPECTIONS: SOUTH0ID70MMMNG80AAD FOUNDATION-TWO REQUIRED vmwNp$w FOR POURED CONCRETE ROUGH-FRAMING&PLUMBING A N.Y..DW INSULATION LD� FINAL-CONSTRUCTION MUST SGiD BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS ELECTRICAL INSPECTION REQUIRED PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1% LEAD. PLUMBING �LL.PLIIMBING WASTE &-WATER LINES NEE. TESTING BEFORE COV Fire separation required as per NYS Code MITCHELL GENERAL N07E5 CONCRETE FINISH NOTE5 1. ALL WORK 15 To CONFORM TO THE RULES AND REGULATIONS OF THE I. ALL CONCRETE WORK 5HALL CONFORM WITH THE REQUIREMENTS OF THE 4. BEAM CONNECTIONS SHALL BE DE5lGNED TO WlTH57AN9 ONE-HALF THE I PAINTING OR INTERIOR FIN15HING SHALL NOT BE DONE UNDER CONDITIONS LOCAL BUILDING DEPARTMENT AND THE N.Y.5. RE51DENTIAL CONSTRUCTION AMERICAN CONCRETE INSTITUTE A.G.I. 3/6 LA TE5T EDITION. MAXIMUM ALLOWABLE UNIFORM LOAD FOR THE PARTICULAR BEAM AND WHICH WILL JEOPARDIZE THE QUALITY OR APPEARANCE OF 5UCH HORK. CODE. NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSIDERED 2. CONCRETE CONTRACTOR TO 5ET AND PLACE FORM5 WITH 5TR16T SPAN CONDITIONS SHOWN OR THE LOAD INDICATED ON DRAWINGS, WORKMANSHIP,WHICH 15.LIDDED LE55 THAN FIRST QUALITY BY THE c r A5 RELIEVING THE CONTRACTOR FROM EXECUTION OF ALL WORK IN ATTENTION AND GARS TO ALL DATUM, FLOOR AND GRADE ELEVATIONS. WHICHEVER 15 GREATER AIRCHI7EGT,WILL BE RE LC ACCORDANCE WITH ALL 57A7E AND/OR LOCAL CODES 3. CONCRETE PROTECTION FOR REINFORCEMENT SHALL CONFORM TO LATEST 5. WELDING SHALL BE IN ACCORDANCE WITH AWS SPECIFICATIONS USING 2 5UBMIT COLORS TO TIME ARCHITECT, FOR APPROVAL. 2 ALL ELECTR/GAL WORK To BE FIRE UNDERWRITER5 INSPECTED AND A.G.I. 5PECIFICATION. APPROVED. SUBMIT GERTIFIGATE TO OWNER ICON RECEIPT. E70 RUC F_LEG7RODE5. 4. ALL 7EMPERA7URE REINFORCING 5HALL BE 5UFFIGIENTL)e EMBEDDED TO 3 PREPARE 5URFACE5 TO RECEIVE THE 5PEGIFIE9 FIN15H. TAPE AND SAND 3. ELECTRICAL GON7RACTOR TO VERIFY ELECTRICAL 5,ERVICE AND PARCEL DEVELOP FULL 57REN57TH IN ALL CONCRETE WALL5 AND 5LAB5. 6. ALL BOL T5 5HALL BE A5TM A 325N AND 5HALL BE INSTALLED TO A 5MJ& 5MOOTH GY715H BOARD TO RECEIVE 7HE 5PECIFIE9 FIN15H. PAINT GRADE ALL 7b5FOR ADEOUAGY IN PROVIDING NEW ELECTRICAL INSTALLATIONS A5 5 PROVIDE ADEOUA7E TIES FOR ALL 5T E L REINFORCED IN 5LAB5, BEAM5, CONDITION AS DEFINED IN Al5G 5PEGIFIGATION5. HOOPAMK SNAIL BE HAND SANDED BETkEW COAT5 AND DU5TED GLEAN. 5HOWN ON THE PLANS. UPGRADE, 5ERV16E, METER AND PANEL A5 MAY FIER5,AND WALL5, REINFORCED TO BE HELD AT CORRECT Dl5TANCE FROM 7. ALL hfELDERS SHALL BE GURRENRY CERTIFIED THE FOLLOWING L.E5,, PITCH POCKE75 OR 5APPY PORTIONS 5HALL BE 5GRAPE9 AND rAIRWAY PR. BE REQUIRED. FORMS AND EARTH BY STEEL CHAIRS OR TIES. CERTIFICATIONS ARE ACCEPTABLE: NEW PORK 5TATE, NEW YORK CITY 4. ALL PLUMBING WORK TO BE IN STRICT ACCORDANCE W17H N.Y.5. CODE 6. FOLLOW C.R51. RULES FOR PLACING ALL REINFORCING 57EEL AND DEPT OF BUILDINGS, OR TESTING LABORATORY CERTIFICATION TO THE AW5 4• FILL CRACKS, HOLES, IMPERFECTIONS IN EXISTING WALLS, PARTITION5, OR AND ALL APPLICABLE LOCAL REGULATIONS. ACCE55CR1E5. CODE. GYPSUM BOARD WITH PATCHING PLASTER AND 5M907H OFF TO MATCH 5 CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE,I.E. CONTRACTOR5 7. CONTRACTOR 5HALL SUBMIT CONCRETE MIX REPORT W/TN PAINTING ADJOINING SURFAGE5 OR LAMINATE WITH l LAYER OF 1/2"GYP5UM BOARD Tow/i oryoUTHOLPLIAR/CITY, WORKMANS COMPENSATION, COMPLETED OPERATIONS,ETC GOMPRE55ION TE5T RE5ULT5 TO ENGINEER FOR REVIEW PRIOR TO TO ACHIEVE REQUIRED 5MOOTHNE55,A5 PER ARCHITECT5 INSPECTION. . STARTING FOUNDATION GONSTRUGTION. ADEQUATE FOR THE PURP05E5 OF THIS PRO.ECT AND FVRN15H PROOF OF I. ALL STEEL AFTER FABRICATION 5HALL BE TNOROtaYLY GLEANED OF RU5T, 5. WIPE NEW GYMM BOARD SURFACES WITH A DAMP GLo7N.LIST PRIOR TO 5AME TO 771E Ofi?ER PRIOR TO COMMENOING W/TH WORK. 6. REPRE5,EWTA T/VE TE5T GYLINDER5 SHALL BE TAKEN FROM THE CONCRETE DIRT,L005E MILL 56ALE,AND OTHER FOREIGN MATTER. AFTER GLEANING, APPLICATION OF THE PRIMED IN ORDER TO LAY FLAT ANY NAP WHICH MAY PLACED EACH DAY IN ACCORDANCE WITH CONCRETE 5PECIF16ATION5. 57EEL 5URFAGE5 5HALL BE 5HOP-PRIMED WITH ONE GOAT OF METAL HAVE FORMED IN 5ANDIN5 PROCESS. 6. EACH RUBGONTRKMANAC SHALL SUBMIT N COPY 0=Nl5 INSURANCE TESTING 5HALL BE PERFORMED AT 7 AND 26 DAY5• PRIMER,AND ONE GOAT COLOR TO BE SELECTED BY OWNER. PAINT COATS AB311REVIA71ON5 COVERAGE(WOR 7NE OWNER PRIOR TOO C COMPENSATION,LIAR/CITY,DISABILITY) TOOMMENGING WORK. EACH 5UBGON7R.4GTGN2 SHALL q. ALL MESH SHALL BE SPLICED 50 THAT 7NE OVERLAP BETWEEN OUTERMOST 5HALL BE RILL WETTING,APPLIED 7NOROL45RLY AND EVENLY TO THE 6. UPON COMPLETION OF PAINTING WORK, REMOVE ALL PAINT FROM WHERE IT , 5U9M/T LIEN RELEA5E5 PRIOR TO REQUE5TIN5 FINAL PAYMENT. CRO55 W/RE5 OF EACH 5HEET 15 NOT LE55 THAN THE 5PACING �FAGES,AND FREE FROM 5PR4Y DUST, RUNS OR SAGS HAS SPILLED, SPLASHED OR SPLATTERED ON EXPG'SED ADJACENTOF THE SURFACES A. AREA QTY. QUANTITY 7. CONTRACTOR SHALL AT ALL TIMES PROCEED WITH WORK A5 TO MINIMIZE CRO55 W/RE5 PL05 TWO INGHE5, UNLE55 07HERW15E SHOWN ON THE 2 PRIMER 5HALL BE RUST-O-LR/M 106q 05T-INHIBITIN5 PRIMER OR SYMBOL 5B56R/PTION 51rMBOL D556RIPTION A.B. ANCHOR BOLT RAD. RADIUS THE OWNER5 INCONVENIENCE,AND 5HALL DO 50 IN A WORKMAN-LIKE DRAW/NC,. APPROVED EQUIVALENT. SECOND GOAT SHALL BE 0577-04EUM 1060, OR 7 FAMINE FIN15H SURFACES AFTER COMPLETION OF AORK INCLUDING A.G.I. AMERICAN R.D. ROOF DRAIN /0. ALL FOUNDATIONS SHALL BE CAST ON UW157MOB7 OR CONTROLLED CONCRETE REGPT. RECEPTACLE MANNER. APPROVED EQUIVALENT. MILLWORK INSTALLATION AND PROCEED Wl7N "TGUGtlUP"A5 REQUIRED IN5TITUTE REINF REINFORCING 6. ALL SALVAGEABLE MATERIAL5 AND EQUIPMENT INCLUDING FIX7VRE5, COMPACTED 50/L HAVING A M/N/MUM BEARING CAPACITY OF 7W0(2) TONS 3 6. PROVIDE ARCHITECT WITH A MINIMUM O=(3)6"X 10"BRU5H-CYT5 OF EACH A.D.A. AMERICANS WITH FURN15HINC75 AND DECOR 17E45 SHALL BE STORED AND PROTECTED FROM . AFTER ERECTION, TOUGH l/P ALL FIELD GONNEGTlONS AND ABRADED D15AB/LITIE5 ACT DR DOWN DAMAGE UNTIL THE OWNER DETERMINES THE COURSE OF ACTION TO BE PER 5QUARE FOOT UNLE55 OTHERN15E NOTED(560.55T TO FIELD SURFACES WITH SAME TYPE OF MATERIAL V5ED FOR SHOP COATING. COLOR AND FIN15H FOR ARCHITECTS APPROVAL,AT LEAST 2 nEEK5 PRIOR 5E6TION TAG- 5EE ELEVATION TAG- ADH. APHE51VE DR. WOR INSPECTION AND VERIFICATION BY GON7RAGTORJ. TO 517E APPLICATION. ON-517E APPLIGATION5 5HALL BE REQUIRED ONE x DWG. A5 NOTED D7L. ETAIL TAKEN WITH SAME x-x SEE DHG, A5 NOTED A.F.F. ABOVE DWG. DRAW/NC, hbOD 11EEK PRIOR TO FINAL APPROVAL. ARCHITECT RESERVES THE RIGHT TO FINISHED FLUOR OWLS. DOhFLS q. PROTECT AND MAINTAIN EX15TIN5 UTILITY LI/NE5 WHICH ARE TO /I MAXIMUM STEP OF FOOTINGS SHALL BE ONE VERTICALLY TO TWO AD.LIST ANY COLOR/FIN15H ONCE THE WALL TE5T H45 BEEN MADE. ALT. ALTERNATE REMAIN IN 5ERVICE IN 5/CH A MANNER A5 TO AVOID INTERRUPTION OF HORIZONTALLY WHERE ELEVATIONS CHANGE. L ALL LUMBER 5HALL BE DOUGLAS FIR LARCH NO. 2, FB = 075 P51, FV= q5 ALJALUM. ALUMINUM EL E.1•F.S EACH THERE LINES UNLESS OTHERWISE NOTED,ALL EX15TI,NG UTILITIES 5HALL BE P5/,E= 1,600,000 P51, MAXIMUM MOISTURE CONTENT t/q% q FIN15H UNDER5IDE OF 5O�1T5(INHERE THEY OCCUR) TO MATCH ADJACENT ANOR ANODIZED . EXTERIOR INSULATION ALTERED, GAPPED, OR RELOCATED IN A MANNER APPROVED BY THE 12. ALL RETAINING WALLS SHALL BE ADEQUATELY BRACED DURING VERTICAL FINISH, U.O.N. A.N.5.1. AMERICAN FIN15H 5Y57EM CON5TRUCTION TO MAINTAIN 5AFETY AND 5TAB1LITY. BACKFILLINC7 5HALL 2. ALL 5W LUMBER 5HALL BE DOUGLA5 FIR LARCH 57UD GRADE l5 = 675 FINISH TAG- SEE FINISH NATIONAL GOVERNMENTAL AUTHORITIES AND UTILITY COMPANIES HAVING.LJRlSDIGTION IQ INSTALL ELECTRICAL 5WITCH AND OUTLET COVER PLATE5, SURFACE ELEG./ ELEG TR/G/-AL NOT BE PERMITTED UNTIL CONCRETE HAS ACHIEVED q0� OF THE SPECIFIED P5/, FV= q5 P5/,E'_ /,400,000 P5/, MAXIMUM MO/STORE CONTENT�/9� x TAG- 5EE DHG. x_x 5TANDARDS 50 A5 TO GUARANTEE A COMPLETE INSTALLATION. LEGEND � GEIL lNG FIN. ELECT. DESIGN STRENGTH. HARDWARE,ETC., AFTER PAINTING AND/OR APPLICATION OF WALL /N5T/TOTE A GONMAGTOR SHALL PROTECT, PATCH AND REPAIR ALL EX15T/NC,WORK 3. ALL WOOD CONSTRUCT/ON 5HALL COMPLY AI TH THE NATIONAL. DE516N x-x A5 NOTED L1EV/EL. ELEVATION GOVERlNG5 AND CARPET LEGEND APPROX. APPROXIMATE ENG. ENGINEERED ADJACENT TO HI5 WORK, OR DAMAGED A5 A RE5ULT OF HIS WORK. 13. ALL CONCRETE SHALL ATTAIN A M/N/MUM STRENGTH OF 3,00o P51® 28 SPEGIFIGATION FOR hbOD GONS7RUGTlON,LATE5T EDITION ARCH. ARGHITEGT/ EQ EQUAL ll. MODIFY EX15TIN& FLOOR 5URFAGE5, TO RECEIVE NEW FLOORING MATERIAL5 -ORAL INHERE EXISTING MATERIALS ARE TO BE MATCHED,GARS l5 TO BE DAYS. FOUNDATION, SLABS ON GRADE AND CONCRETE EXPOSED TO PLUMBING AVG. AVERAGE EQUIP. EQUIPMENT TAKEN IN BLENDING COLORS AND REPLICATING ADJACENT FORMS AND kEATHER 5HALL BE AIR ENTRAINED. 4. ALL WOOD EXP05E9 To hEATHER 5HALL BE CCA TREATED IN TO FREYF_NT NOTICEABLE LUMP5 AND DEPRE55ION5. B.O. BOTTOM OF ETC. ETCETERA CONTO'UR5. ACCORDANCE W/TN AFPA 5TANDARDS /2 PART/T/ON5 AND iMIUPVRK To RECEIVE 5TR4/6HT RE5/L/ENT BA5E OR -- -- ELEVATION x_x A66E550R1E5 TAG- BD. BOARD EXI5T. EXISTING 12. BEFORE SUBMITTING ANY PROP05AL IT 5HALL BE THE RE5PON5/BIL1TY 14. ALL CONCRETE REINFORCING STEEL. 5HALL BE IN ACCORDANCE WITH A5TM CARPET COVE RESILIENT BA5E AT RESILIENT FLOORING• U.O.N. BENCHMARK SEE AGGE550R1E5 BLDG. BUILDING EXP EXPO5� A-615 GRADE 60 DEFORMED BARS 5. ALL WOOD GONNEGTORS SHALL BE BY "51MP50N; "7EG0", OR ' OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL EX15TlNG B.F.P. BACK FLOW EXT. EXTERIOR APPROVED EQUAL. l3. STAINED AND PACNTED SURFACES SHALL BE FINISHED SUCH 71.1AT JOINTS LEGEND PREVENTOR F.D. FLOOR DRAIN CONDITIONS, MATE-RIAL5 TO BE MATCHED,WORKING 5PAGE AVAILABLE, 15 WELDED HIRE ME5H 5HALL BE IN ACCORDANCE WITH A577-f A-165 BLK. BLACK FDN. FOUNDATION 5AIETY PRECAUTIONS,ETC. REQUIRED FOR THE SAFE AND EXPEDITIOU5 6. MEMBER5 DE5/67NATE9 A5 'GANG LAM"OR "LAMINATED VENEER LUMBER"OR ARE NOT V151BLE WHEN VIS)E!2 FROM ANY RE45ONABLE ANGLE. BLK&. BLOCKING FIN. FIN15H EXECUTION OF TH/5 CONTRACT. FAILURE TO DO 50 WILL NOT BE 16. ALL 5TlWTVRAL MEMBERS 5HALL BE POURED FOR THEIR FULL DEPTH5 IN "LVL"SHALL BE MANUFACTURED IN ACGORDANCEWl7H SPECIFICATIONS BY 14. WALL COVERING SEAMS SHALL NOT OCCUR W17HIN l"-0"OF CORNERS. EXTERIOR FIN15H TAG- BRG• BEARING FIXT. FIXTURE GAU5E FOR EXTRA 605T5 TO THE OWNER OR OWNER5 REPRE5ENTA TI VE5 ONE OPERATION. CONSTRUCTION JOINTS SUCH A5 A DAY5 POUR JOINT5 LOU151ANA PACIFIC CORP. NO 505TITUTE5 5HALL BE PERMITTED WITHOUT APPLY FABRIC 50 WALL 15 DIVIDED WITH A MINIMUM NUMBER OF SEAMS, ROOM ROOM NUMBER IT BTM. BOTTOM FLR. FLOOR CONTACT THE ARCHITECT IMMEDIATELY IF FIELD CONDITIONS ARE SHALL BE LOCATED IN THE MIDDLE OF THE SPAN MAIN REINFORCING TO 5EE EXT. MATERIAL BTN BETWEEN FRZ. FREEZER = FOUND TO BE OTHER THAN TH05E SHOWN HEREON PRIOR TO PROCEEDING RUN THROUGH THE JOINT, KEY AND RG'IAGNEN JOINTS TO 1XPGSE THE ENGINEERS APPROVAL. DE5IGN 5TRE55E5 ARE A5 FOL.LOA5: FB AND WITH EQUAL kV/DTH PANEL5, UO.N. X X X TA6 LEGEND/5/TE GAB. CABINET FT. FEET/FOOT 2,45OP51, FV= 2gOP51,E=2,000.o0OP51 G.G.F. COMPACTED FTC. FOOTING W/TH WORK AFFECTED BY SAME. AGGREGATE FOR CHEMICAL BOND. 15 LOCATE INTER5ECTION5 OF DIFFERENT FLOOR FIN15H MATERIAL5 DIRECTLY GA. GAGE/GUAGE GRANULAR FILL l3. CONTRACTOR 5HALL VERIFY ALL DIMENSIONS PRIOR To 7. THE ARCHITECT 5HALL PReov9L=GALGULATION5 TO THE CONTRACTOR FOR UNDER CENTER OF DOORS, U.O.N. GAL. GALLON l7. NO HORIZONTAL JOINTS SHALL BE PLACED IN WALLS EXCEPT A5 SHOWN ON G.J. CQNTROL JOINT FABRICATION. VERIFICATION OF LOAD5 A;� BEAM 51ZE5 WITH MFR. PRIOR To ORDERING G.L. CENTER LINE CvALO.C. GALVANIZED THE DRAWINGS,WITHOUT THE APPROVAL OF THE ENGINEER. AND MANUFACTURE. NOTItY f4RGH/7ECT OF ANY Dl5GREPANGlE5, IN WRITING, 16• 5LlBM1T CARPET 5L AMINO PLAN(FOR BROADL004 TO ARCHITECT PRIOR TO DOOR Ti�G- PROPOSED HALLS G.G. GENERAL l4. D/SGREPANGIES,ERRORS, OMISSIONS,ETC., IN ANY PORTION Gh� THE BHOULD THERE BE A PRGBi_,.-"� ORDERING AND AT LEAST(4)hrEEKS PRIOR TO INSTALLATION FOR GLG. CEILING CONTRACTOR DRAW/NG5 WHICH ARE AT VARIANCE W/7H THE LAW ORD/NANGE5, RULES l6. MAXIMUM LENGTHS OF FOUNDATION WALL POUR IN ONE OPERATION 5HALL SCHEDULE REFER TO FLOOR GL5. CLC5ET GD. GRADE ARCHITECT5 REVIEW AND APPROVAL. O DOOR 5GHD. PLANS FOR 51ZE GLR. CLEAR &L. GLA55 OR REGULATIONS, BEARING ON THE GONDI/GT OF THE WORK SHALL BE BE NO MORE THAN TWO GONSEGUTIVE COLUMN DIM. OR 60 FEET 6 7HE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL GYP. GYP5UM REPORTED PROMPTLY TO THE ARCHITECT. COL. COLUMN REQUIRED INSPECTIONS OF THE ROUGH AND FINAL FRAMING l7. 14E-7AL DOORS, CONVECTOR GONERS, FRAMES AND WALLS AS SPECIFIED, GONG. CONCRETE H.G. HANDICAP Iq. CONCRETE CONTRACTOR TO BE RE5PON5IBLE FOR SETTING ALL ANCHOR ACCESS/BCE l5. IF CONDITIONS ENGG�UN7ERED DURING GONSTRIAGT/ONDIFFER TO RECEIVE A PAINT FINISH SHALL BE PAlN1F0 AS FOLLOWS: PROP05ED DOOR CO 19. CONDUIT BOLTS AND LEVELING PLATES. HINDOW TAG- CONN. CONNECTION H.G. HOLLOW CORE FROM WHAT 15 5HOWN ON DRAW/NG5, THE ENGINEER 5HALL BE q• REFER TO DRAWING G5 2 Fa,DE5/GN LOAD5. GYP-%H: REFER TO FLOOR CON5T. CONSTRUCTION HD. HIGH DEN5/7Y NOTIFIED IMMEDIATELY AND WORK 5HALL NOT PROGRESS UNTIL 20• PROVIDE CONTINUOUS 2x6 TREATED SILL PLATE OVER TERMITE 5HIELD FIRST COAT. LATEX FIR/MER O 56HEDUL.E CONT. CONTINUOU5 HDR. HEADER ALL F ROBLEM5 ARE RE50LVE9 TO THE 5AT15FACTION OF THE TIED INTO FO'WATION WIALL5 WITH 5/6"ANCHOR BOLTS 3'-0"o.c. (Y-O' /0 ALL CONGEALED 5PAGE5 IN WOOD FRAMING 5HALL BE FIRE57OPPED Wl7N PLANS AND SGHED. HDW HARDWARE SEGOMID GOAT: LATEX EGG51-IELL DOOR 5GHD. C.T CERAMIC TIL HVkV HARDWOOD ENGINEER. MAX. FROM ALL CORNERS)WITH IO"m/n EMBEDMENT. PROVIDE 5ILL WOOD BLOCKING,A000RATL-LY Fl1TED TO FILL 771E OPENING AND ARRANGED THIRD COAT.. LATEX EGG5HELL FOR SIZE G.T. CERAMIC TILE TO PREVENT DRs�FTS FROM MOVING FROM ONE 5PAGE TO ANOTHER G.S.I. GONSTRUGTION H.M. C6/�Off�y(MET 16. ALL SUBCONTRACTORS SHALL BE RE5PON5/BLE FOR FILING AND 5EALER AND GROUT 5ILL PLATE TO WALL. MET DOORS FP,4mE5• d GONVECTOR5: PROP05ED SPECIFICATION GON77?AGTOR 5) OBTAINING APPROVAL5 FOR THEIR WORK WH/CH MAYBE REOU/RED. „ FIRST GOAT HT. HEIGHT 21. FLOOR 5LAB5 ON GRADE TO BE 4 POURED CONCRRETE W1 TH&64 4XI.4 GA. N PROV/DE BRIDGING 6-0 o.c.MAX(50LID OR CRO55 BRIDGING). LATEX METAL PRIMER Qx REV1510lV TAG o( F1X7VRE5 FOR IN5Tl7UTE H.VA.G. HEATING, l7. ALL 55CONTTRACTGR5 5HALL PROVIDE ALL EOU/R -ENT, TOOL5, FENCES, `IRE REINFORRCING AND 57EEL TROWEL FINl5H. PROVIDE I/2" 5ECOND GOAT LATEX 5EM1 GLO55 ENAMEL Co. CUBIC VENTILATION, AIR TRANSPORTATION, 5AFEGUARD5,ETC.,A5 REQU/RE9J FOR THE PROPER THIRD GOAT LATEX 5EMl GLG55 ENAMEL FUTURE CONDITIONING EXECUTION OF THEIR WORK. PREMOULDED EXPANSION JOINTING AT FLUOR SLAB AND FOUNDATION l2. NOTCHES OR HOLE5 FOR PIPING ETC. IN 57RU67UR4L FRAMING MEMBERS DEL DOUBLE l G. 150L.A7ED GROUND WALL. PROVIDE 2"(R-lO min)RIGID INSULATION 2'-0"EACH WAY (77oR SHALL NOT BE PERMlT1FD 16. PAINT 5HALL BE LATEX- lN7m R F1N15HE5 TO COMPLY WITH LOCAL DEC. DEGREES l8. ANY DEl/lAT/ONS FROM THE ARCH/lEGTS DRAWINGS MUST BE SUBMITTED COMBO CARBON MONOXIDE DIA. DIAMETER INCHES To THE ARCHITECT IN WRITING FOR APPROVAL. HEATED 5PAGE5). BUILDING GORE AND SHALL BE IN7ERIOR FIN15H GLA55 G FOR CORRIDORS SMOKE DETEG TOR DIM. DIMEN51ON /NGL. /NGLUDE/ED /3 DOUBL E JOISTS UNDER ALL PART/TIONS RUNNING PARALLEL W/TN THE JO/5T5. AND ROOMS. SMOKE DETEC TOR SHALL BE IN50L. INSULATION INFO. INFORMATION Iq. EACH CONTRACTOR AND SUBCONTRACTOR SHALL BE RE5PON5IBLE FOR 22. ALL 5L.AB5 ON GRADE SHALL HAVE THICKENING5,DEPRE55/ON5, SHALL BE HARDHIRED IN57L. 1N57ALLATIOW MAINTAINING 5AFETY ON THE JOB 51TE DURING THE CONSTRUCTION OPEN/NG5 ETC. A5 REOU/RED OR AS 5HOWN HEREIN OR ON 14 ALL FLOOR AND SKYLIGHT OPEN/NG5 ARE TO BE FRAMED WITH DOUBLE I9 INTERIOR FIN15HE5 5HALL BE GLA55/FIED IN ACCORDANCE WITH SURFACE HARDHI�?ED TO CENTRAL �D 1N7: INTERIOR INSTALLED ' uv v To GEN7RAL 5Y5TEM J-BOX .UNCTION BOX PHA5E To COMPLYW/TN THE REGULATIONS AND REQU1REMENT5 OF THE AR6H/7F6TURAL DRAW/N55 HEADDER5 AND TRIMMERS FULLY JOINED W/TN 5TEEL BRIDGES oR "TEGov, FLAME R,ATIIJGS ALL FINISHES IN WE PROPOSED AREA TO BE INTERIOR REQD REQUIRED ' SYSTEM HI TH BATTERY JST. J0I5T OGGUPATIONAL SALTY AND HEALTH ADMINlSTRATIC7N. THIS SHALL FIN15H GLA55 B. FIN15HE5 MATERIAL 5HALL HAVE FLAME-SPREAD RATING HI TH BA TTERY BACKUP JT JOINT W.. ROOM 23. PROVIDE POCKETS IN WALL FOR COLUMNS BEAM5 AND 5LAB5. BACKUP R.O. ROUGH OPEN/NC, INGLI/DE,BUT ARE NOT LIMITED TO: PROVIDING ALL iNEGE55ARY M/N/MUM BEARING ON WALL5 OR BEAM5: 4"FOR SLABS, 6"FOR BEAM5, 15 TO aIMII GATE THE HAZARD OF MOISTURE GONDEN5ATION IN COLD WEATHEP, OF 26 TO 75 5MO?KE DEVELOPED RATING OF GLA55 B. /N SUPPLIER TEMPORARY SUPPORT5 AND BRACING A5 MAY BE REQUIRED PRIOR TO AND TO PERMIT THE E50APE OF HEAT IN HOT WEATHER VENTILATION OF 4i7RA /A// /� L /tFF LAM. LAMINATE R.T.U. ROOF TOP UNIT U.O.N. 20. ATTACHMENT AND ADHE5/VE5 FOR INTERIOR LOCATIONS,WHICH WILL �/�! /� LAN. LAVATORY 5AN. 5AN/TARY THE THE INSTALLATION OF NEW S7RUG7URAL ELEMENTS,AS WELL AS ATTIC AND CRAWL 5PAGE5 /5 REQUIRED. BLOCKING AND BRIDGING SHOULD r 5C. 50L/D CORE ADEQUA TE AND PROPER BARR/CADE5, RA/L/NG5, LIGHTING, 5TA/R5,ETC. 24. TOP ELEVATION OF 5LAB5 SHALL VARY ACCORDING TO FIN15H FLOOR BE ARRANGED 50 A5 NOT TO INTERFERE WITH THE MOVEMENT OF AIR. PRODUCE PRODUG T5 MORE TOXIC, THAN TH05E GIVEN OFF BY WOOD OR LBS. 5GHD. SCHEDULE REQUIRED TO FR07ECT THE WORKMAN, OWNER5 PER50NNEL AND MATERIAL. SEE ARGH/TEGTURAL DRAW/NG5 PAPER WHEN DEGOMPGSING OR BURNING P&L BE RE.lEG7ED L.F. LI LINEAL FOOT ARCHITECTURAL: L.P. LOW POINT SECT. 5ECTION OTHERS FROM INJURY DUE TO CONSTRUCTION WORK. PROVIDE FREE „ l6. ALL CATHEDRAL GEILINC75 5HALL HAVE CONTINUOUS VENTILATION FROM , G5-/00 - GENERAL NOTE5, LEGEND5, DRAlN1NG L/5T ABBREV/A T/ON5 M47L. MATERIAL 25. IN ANY APPROVED CON57RX TION JolMr, PROVIDE 2 X 4 KEY MIN. AND 24 2l. ALL NEW OR MODIFIED GON5TRUGTION SHALL BE F/NI51ED A5 PER O ER5 S.F. SQUARE FEET AND SAFE PASSAGE FOR PERSONS TO AND FROM AREAS AND EAVES TO RIDGE. 5/ZE/NSULAT/ON ACCORD/NGL Y. PROVIDE 3/4"d/a. VENT BAR DIAMETER LAP(16"MIN)OF REINFORCING EXCEPT FOR 5LA65 ON 5ELECTION5 IN ACCORDANCE WITH MANUFACTURERS PUBL15H59 MAX. MAXIMUM SHT. SHEET FACILITIES WH/GH ARE TO REMAIN. � HOLES AS NEEDED THRU SKYLIGHT FRAM/NC, TO MAINTAIN CONTINUOUS G5-10I - GOIDE COMPLIANCE NOTE5 $ DETA/L5 MEGH. MECHANICAL 5/M. 51MILAR GRADE 5PECIF16ATION5. MFG. MAMUFAC7URER 5M. 5MALL 20. FIGURED DIMEN5ION5 5HALL GOVERN SMALL 5CALE DRAW/N55 WHERE VENTILATION. PP-l00 - PR0P0.55D PLOT PLAN MIN. MIN/MUM 5PE55 SPECIFICATIONS D/MEN5ION5 ARE E57ABL15HED BY CONDITIONS. IF EXl5TING,EACH 26. 5LAB ON GRADE SHALL BE POURED IN 5TRIP5. GON57RUCTION OR CONTROL A-100 - CELLAR REMOVAL PLAN M/5G. M/S6ELLA//EOU5 50 56WARE CONTRA CTOR 5HALL MEASURE EX15T/N57 GOND/T/0N5 PRIOR TO ORDERING JOINTS 5HALL HAVE A MAXIMUM 5PAGIN57 OF 30'-0"/N EITHER DIRECTION. /7. DOUBLE J0/5T5 UNDER ENTIRE BATHROOM AREA UNLESS OTHERW/5E NOTED. MM. MILLIMETER 50. FT. SQUARE FEET MATERIALS AND COMMENCING WITH WORK. MAXIMUM AREA OF POW 5HALL BE 2700 5Q. FT. A-101 - FIR5T FLOOR REMOVAL PLAN MR. M015TURE 55., 5/5 5TAINLE55 STEEL l6. THE CONTRACTOR SHALL IN60RPORA7E ALL REQUIRED STRAPS ANGLES RE515TANT 21. GENERAL CONTRACTOR AND HI5 5UB5 ARE RE5POZIBLE FOR ALL LAY- 27. ALL WALL AND PIER FOOTINC75 SHALL BE MINIMUM 12" THICK AND PROJECT TIES, 5UPPORT5,ETC. A5 MAYBE RE00R77 FOR FR07ECTIoN OF 577WTURE A-102 - PROP05ED CELLAR FLOOR $ FOUNDATION PLAN MID. MOUNTED METAL S� STF ARD OUT WORK, INCLUDING 5R551FIE9 LAY-OUT DRAWNN65 A5 REQUIRED. 6"MINIMUM BEYOND ALL FACE5 OF WALL5 AND PIER5 UNLE55 OTt1ERW/5E FROM FORGES GF NATURE -n j5 1NOLUDE5: ROOF TO ROOF,•ROOF TO WALL5, A-103 - PROP05ED F/R5T FLOOR PLAN Nl C. NOT 1N CONTRACT 5TRUGT. 57RICTURE/-AL GENERAL GONTRAGTOR SHALL COORDINATE RE5!'EGTIVE SLBr.ONTRAGTORS NOTED WALL5 TO WALLS AND WALL5 TO FOUNDATION. THESE F450NER5/TIES NOM. NOMINAL 5UPPL. 5UPPL Y/-lED 50 A5 NOT TO GAV5E UNDUE HARDSHIP, DELAY AND INTERFERENCE Wl7N SHALL BE A5 MF RV BY 5/MP' CN OR APPROVED EQUAL. A 200 - PROPOSED ELFVA T/ON5 28. GRG�IT USED SHALL BE NON-FERROUS NON-SHRINK GRG'UT BY IN-PAKT AND NOA&M. NUMBER 5U5P. 5U5PENDED CONDUCT OR WORK. 5HALL ATTAIN A 5TREN57TH OF 4,000 RP51 IN 7 DAY5. A-20/ - PROPOSED ELEVAT/ON5 N.5.F NATIONAL T/ TOP OF 22 CONTRACTOR TO REMOVE ALL DE5RI5 CREATED B)'TH15 WORK FROM THE l4 ALL FA57ENER5 FOR PRE55URE 7iREATED LUMBER TO BE HOT GALVANIZED. 5AN/TATION 7B. THROGH BOLT 517E AND D15PG5E OF IN A LEGAL MANNER ON A NlE KLY BA5/5 OR 2q. ALL SLAB TEMPERATURE REINFORCEMENT TO BE FIBERME5H CONCRETE A-300 - PROPOSED 5FC T/0N FOUNDATION T$B TOP $ BOTTOM N.T.S. NOT TO SCALE TAG TONGUE� GROOVE SOONER IF CONDITIONS WARRANT. REINFORCEMENT A5 MANUFAG7URE9 BY FIBERMESH CO. OR APPROVED A-500 - TYPICAL L25TA/L5 O.A. OVER ALL TEMP. TEMPERED EQUAL. MIXING AND PLACEMENT SHALL BE IN ACCORDANCE TO O.G. ON CENTER TYP. TYPICAL 23. AT THE COMPLETION OF WORK, THE SITE l5 TO BE CLEARED GF ALL MANUFAG7URER5 SPEGIFIGATlONS. A-600 - R15ER DIAGRAM, DOOR, XINDOIN PLUMBING 5GHE12ULE5 OPNG. OPENING U.L. UNDERWRITERS DEBRIS AND EXCESS MATERIALS THE FACILITY l� TO LEFT BROOM OPT. OPTIONAL LABORATORIES GLEANED AND WORK lS TO BE COMPLETED TO THE TOTALAL SATISFACTION OFF. OFF0517E W. ULTRAVIOLET OF THE OWNER PRIOR TO RELEASE OF FINAL PAYMENT STEEL PL. PLA7E V. VOLT/VOLTAGE 24. THE AR6H/7£5T H45 NOT BEEN RETAINED FOR ADMIN/5TR'ATION OF THE I. ALL 5TEEL FABRICATION AND ERECTION 5HALL CONFORM TO A15C PLMB. PLUMBING VB. VAPOR BARRIER CONSTRUCTION OF TH15 PROJECT. 5PECIFICATION5 FOR 5TRUG7LRAL STEEL,L.ATE57-EDITION. PLYWD. PLYWOOD V.P. VENT PIPE 25 CON7RAGTOR5 5HALL COORPERA7E WITH ALL OTHER TRADE5 AND WHERE PNL. PANEL VERT. VERTICAL 2 ALL 5TRUUCTURAL STEEL 5HALL BE A5TM A-36,EXCEPT 5TRUGTURAL 7UBE SEAL: -, REVISIONS/SUBMISSIONS: DRAWING TITLE: PR. PAIR w/-w/o W/7H/W/TNOUT REQUIRED INSTALL ALL BUILT-1N WORK, 5LEEVE5, ImERT5,ETC.,A5 `' `R` DATE: DESCRIP1101� PREP. PREPARATIOW REQU/RED FOR A COMPLETE JOB. WH/GH SHALL BE AS7M A5O0 GRADE B. AND STRUCTURAL PIPE WH/GH SHALL ,;. - .'', pIREP,A D IND WOOD BE A5TM A501. Oi/09/24 UJUCD I OR FIUnG GENERAL NOTE/, LEGENDf, WOW. WINDOW 26. 5EE N.Y.5. BUILDING CONSTRUCTION CODE MANUAL FOR REQUIRED WOOD .. c. P.5.F PaW5 PER �L` f 4 �r. =,k' DRAWING LI/T AND AF5ISREVIATI0N/' SQUARE FOOT N.H. WATER HEATER FRAME NAILING 5CHEDULE 3. ALL 57RIG7URAL 57EEL 05E9 A5 EXTERIOR WALL LINTELS 5HALL BE "-� HpWATER PROOF GALVANIZED P.S.I. PG'l/ND5 PER SQU T. WE/GHT ARE INCH W v /.R, r C/AD FILE NAME: PT PART/I'OINT k0l.1= 11ELlD HIRE FABRIC ti u PVMT. PAVEMENT . . 2652_Q -100 PROJECT TITLE: DATE: NSA PROJECT #: NEMSCHICK �SILVERMAN ARCHITECTS P.C. MITCHELL Rt/•IDENCE 10/26/202.5 25_2652 ".. .the business of ARCHITECTURE." _ SCALE: DRAWING NO E� LLLL .- ATE*NY 11955 S D _.. ...........E A!NOTED 66 EAST MAIN STREET PATCHOGUE, NEW YORK 11772 noo SECTION: BLOCK: LOT: DRAWN BY:Phone : 631 563 2130 Fax : 631 563 2139 WWW.nsarchitects.com ®COPYRIGHT 2024 NEMSCHICK SILVERMAN ARCHTECTS P.C. 109 05 14.052 7f i CLIMATIC, AND GEOGRAPHIC DE516N CRITERIA OF THE TOWN OF SOUTHOLD TABLE 602.50) FASTENING 5GHEDULE TABLE 602.30) FASTENING 5GHEDULE NAILING l$ STRAPPING AT PER 2020 RE5IDENTIAL CODE OF NEW YORK STATE TABLE R3012 (1) ITEM DESCRIPTION OF NUMBER AND TYPE 15PAGIN6 AND ITEM DESCRIPTION OF NUMBER AND TYPE 15PAGIN6 AND EXTERIOR WINDOW / DOOR HEADERS NOTE: WIND DE516N SEISMIC SUBJECT TO DAMAGE FROM WIND ICE BARRIER AIR MEAN BUILDING ELEMENTS OF FASTENER LOCATION BUILDING ELEMENTS OF FASTENER LOCATION NAILING SCHEDULE: ALL STRAPPING To BE 1-1/4"40 6A LSE STEEL GROUND SEISMIC FLOOD 5NOW SPEED° TOPOGRAIPHIG SPECIAL WIND WIND-BORNE FR05T LINE DE51GN UNDERLAYMEN FREEZING ANNUAL ROOF WALL CONTINUED (A sfMPSON"EaSHA L B -G520 COILED STRAP) LOAD (MPH) EFFEGTSk REG1ON I DEBRIS ZONE'" CATEGORY' WEATHERING DEPTH' TERMITE TEMPO REQUIRED" HAZARDS INDEX 1 TEMP I 4-8d box 3-8d box (ALL STRAPPING SHALL E " 11 II ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS MODERATE TO SE PLANS SEE PLANS 5EE PLAN SEE PLANS SEE PLANS (2 Y2 x O.I13 )• or (2 Y2 x 0.113 ) or ROUGH NOTATION A B G D E A INSTALLED PRIOR TO SHEATING) 25 PSF 128 MPH 5EE Pl-A.NS SEE PLAN5 SEE PLANS B SEVERE 3 FT. BLOCKING BETWEEN GEILING JOISTS 3-8d common 3-8d common OPENING EXAMINER EXAMINER EXAMINER i ENN EXAMINER EXAMINER EXAMINER I EXAMINER EXAMINER I OR RAFTERS TO TOP PLATE (2 Y2" x 0.I319; or TOE NAIL (2 YY x 0.13I")• or 21-0" 2 (1)2X4 I I I 3-I0d box 3-I0d box " ASTENING NOTE: FOUNDATION ANCHORAGE NOTE: LIGHT AND VENTILATION REQUIREMENTS (3 x 0.128 ); or 4-0 4 (I)2X4 2 2 2 A WIND-BORNE DEBRIS PROTECTION F 0.131" nails 3 staples, I" crown 16 6-0 6 (2)2X4 OR(1)2X6 3 5 3 50HEDULE FOR WOOD STRUCTURAL PANELS PER 2020 RESIDENTIAL CODE OF NEW YORK STATE PER 2020 RESIDENTIAL CODE OF NEW YORK STATE 4-8d box „ s'-o' 8 (2)2X4 OR(I)2X6 3 3 3 TYP.PROVIDE RAFTER To PER 2020 RESIDENTIAL CODE OF NEW PORK STATE TABLE R3012.12 SECTION R403.1.6 SECTION R303 20 I X 8 AND WIDER SHEATHING TO a., 13/4" Ion er FACE NAIL 101-0" 10 (2)2X6 4 4 4 KING ATTAU•HW WHEN (2 X2" x 0.113")• or EACH BEARING Wider an I x FASTENER 5PAGING WOOD SILL PLATE SHALL BE FASTENED TO THE I. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH 3-8d common PER JOIST 4-8d box 12'-O' 12 (2)2x6 5 5 5 E ALIGNED OR RAFTERS AND FASTENER 4 FOOT 6 FooT FOUNDATION WITH ANCHOR BOLTS. BOLTS SHALL BE A AGGREGATE GLAZING AREA OF NOT LESS THEN 8 2 GEILING JOISTS TO TOP PLATE (2 Y2" x 0.131")• or TOE NAIL � (2 Y" x o.113")• or NOTATIONS: g KINGS TO PLATES TYPE PANEL SPAN <PANEL SPAN <PANEL SPAN 3-I Od box 3-8d common A.NUMBER OF 8D NAILS AT EACH END OF STRAPPIN65 < 4 FOOT < 6 FOOT <_ 8 FOOT MIN. 1/2 IN DIAMETER AND SHALL EXTEND A MIN. OF I PERCENT OF THE FLOOR AREA OF SUCH ROOMS. (3" x 0.128"); or INCHES INTO MASONRY AND/OR CONCRETE, SPACED A 2. A MINIMUM OPENABLE AREA TO THE OUTDOORS 3-3' x 0.131" Halls (2 Y2" x 0.131")• or B.NUMBER OF SILL STUDS ON THE FLAT(DOES NOT APPLY TO DOORS) • #8 WOOD SCREW BA5>=D 3-I0d box G.NUMBER OF FULL HE16HT KING STUDS AT EACH SIDE OF HEADER ANCHOR NIT'H 2-INCH I6" 10" 8° MAX. OF 6 FEET ON CENTER AND LOCATED WITHIN 12 SHALL BE 4 PERCENT OF THE FLOOR AREA BEING 4-I0d box (3" x 0.128")• or EMBEDMENT LENGTH GEILING JOISTS NOT ATTACHED TO D.LIMBER OF 160 NAILS END-NAILED THROUGH ADJACENT KIN6 STUD INCHES FROM THE END OF EACH PLATE SECTION. A NUT VENTILATED. (3" x o.128") or 4 staples, I" crown I6 F #Io YOM SCREW BASED AND WA5HER SHALL BE TIGHTENED ON EACH BOLT TO 3. BATHROOMS, WATER OL05ET COMPARTMENTS AND 3 PARALLEL RAFTER, LAPS OVER P END E HEADER AT EACH SIDE A�}�WITH 2_I�,f{ Ib" 12" q" PARTITIONS (SEE SECTION R802.5.2 3-I6d common FACE NAIL a., 13/4" long EMBEDMENT LENGTH THE PLATE A5 PER 2020 RESIDENTIAL GORE OF NEW OTHER SIMILAR ROOMS SHALL BE PROVIDED WITH (3 Y" x 0.162")• or E.NUMBER OF JACK STUDS AT EACH END OF HEADERS AND TABLE R802.5.2) 4-3 x 0.151 nails FLOOR (ASS DOUBLE HEADERS) I/4-INCH LAS SOREN YORK STATE. AGGREGATE GLAZING AREA IN WINDOWS OF NOT LE55 4-8d box F.NI N13M OF 160 NAILS END-NAILED THROUGH ADJACENT JACK SM25 BASED ANCHOR WITH I6" I6" Ib" THAN 3 SQUARE FEET ONE HALF OF WHICH MUST BE GEILING J0I5T5 ATTACHED TO PARALLEL (2 Y2" x 0.113")• or JACKS AND KINGS AS 2-INCH EMBEDMENT LENGTH OPENABLE. 4 RAFTER (HEEL JOINT), (5EE 5EGTION A. THIS TABLE 15 BASED ON IW MPH ULTIMATE DESIGN WIND 5Pe�,v.,AND A 59-FOOT MEAN ROOF HEIGHT. Table R802.5.2 FACE NAIL 3-8d common TO END OF SILL(S)AT EACH 5IDE(DOES NOT APPLY TO DOORS) B. FASTENERS SHALL BE INSTALLED AT OPPOSIN6 ENDS OF THE WOOD STRUCTURAL PANEL. R802.5.2 AND TABLE R802.5.2) SHOWN TYP..DETAIL® LEFT FASTENERS SHALL BE LOCATED NOT LESS THAN I ING++FROM TVg ED6E OF THE PANEL. 2 I JOIST TO SILL, TOP PLATE OR (2 Y2" x 0.131")• or TOE NAIL O. ANOHOFcs SHAI1 PENETRATE THROU6H THE EXTERIOR WALL 047VERIM WITH AN EMBEDt-ENT LSN6TF OF NOT 4-I0d box GIRDER 3 11 box LESS THAN 2 IWHE5 INTO THE BUILDING FRAME.FASTENERS 5 ALL BE LOCATED NOT LE%THAN:I/7 IHCHES NOTE: CLOTHES DRYERS EXHAUST REQUIRED NOTE: EMERGENCY ESCAPE AND RE50UE EGRE55 0" x O.I28")• or (3" x 0.128"); or A/N�®A ®® 5 7 AFFI N6 ,� 7A I �+THE EDGE OF�COWFE E BLOCK OR�RETE. COLLAR TIER TO RAFTER, FACE FACE NAIL D. PANEL5 ATTAGF®TO MASONRY OR MAWIERY/STUr5W SHALL BE ATTK.HED USM6 vIeRATIONitESISTANT PER 2020 RESIDENTIAL CODE�O^F NEW YORK STATE OPENING5 REQUIRED PER 2020 RESIDENTIAL CODE 5 3-I0d common 3-3 x 0.131 nails ANCHORS MIA%AN ULTIMATE WITHDRAWAL CAPACITY OF NOT LE55 THAN I,OO POUV5. SECTION MI502 OF NEW YORK STATE SECTION R310 NAIL OR I Y4" X 20 GA. RIDGE (3" x 0.148"); or EACH 8d box 2 " x 0.113" • 4" TOE 5cALE=N.T.S. STRAP TO RAFTER 4-3 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS I. DRYER EXHAUST 5Y5TEM5 SHALL BE INDEPENDENT OF I. BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING x 0.131 Halls RAFTER 8d common NAIL 3-I6d box Halls 2 TOE NAILS ON RIM JOIST, BAND JOIST OR (2)12" x 0.131")• or PER 2020 RESIDENTIAL(ODE OF NEVI YORK STATE TABLE R301.5 ALL OTHER SYSTEMS. ROOM SHALL HAVE AT LEAST ONE OPERABLE (3 Y2" x 0.135")• or ONE 5IDE AND I 22 BLOCKING TO SILL OR TOP IOd box 6" TOE R4O� " I ,2 I NBULAT I ON AN� N BTRAT I O I�I� CRITERIA. 2. DRYER EXHAUST SYSTEM SHALL CONVEY THE EMERGENCY ESCAPE AND RESCUE OPENING ABOVE AND 3-I0d common nails TOE NAIL ON PLATE (ROOF APPLICATIONS (3" x 0.128"); or NAIL USE LIVE LOAD M015TURE AND TERMINATE TO THE OUT5IDE OF THE BELOW GRADE A MINIMUM NET CLEAR OPENING OF 51 6 RAFTER OR ROOF TRU55 TO PLATE 0" x 0.148"); or OPPOSITE 5IDE ALSO) 3-3 x 0.131 ' nails BUILDING. 50.17T. AND A GRADE FLOOR OF 5 5Q.FT.. 4-I0d box OF EACH 3-8d box THE BUILDING THERMAL ENVELOPE SHALL MEET THE REQUIREMENTS OF UNINHABITABLE ATTICS NO STORAGE 10 P5F 3. EXHAUST DUCT TERMINATIONS SHALL BE IN 2. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL 4- x o0.131 ; na RAFTER OR (2 X2" x o common or TABLE R402.1.2, BASED ON THE CLIMATE ZONE SPECIFIED IN CHAPTER 3. ACCORDANCE WITH THE DRYER MANUFACTURER'S HAVE A MAXIMUM SILL HEIGHT OF 44 INCHES ABOVE THE 4-3 x o.131 Halls TRUSS 2-8d common 4-I6d 23 1" X 6" 5UBFLOOR OR LE55 TO (2 Y2" x 0.131")• or CLIMATE FEW5TRATiON 5MIC-9 GLAZED GEILIWG WOOD MA551"IALL FLOOR SLAB GRAWL UNINHABITABLE ATTICS WITH STORAGE 20 PSF INSTALLATION INSTRUCTIONS. FLOOR. (3 X2" x 0.I35")• or EACH J015T 3-I0d box FAGS NAIL RAMW -VAWR HABITABLE ATTIG5 AND ATTI05 W/FIXED STAIR 30 P5F 4. SCREENS SHALL NOT BE INSTALLED AT DUCT 3. A MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 3-I0d common 0" x 0.128"); or ME U FACTOR UfAGTOR 1�5TRATION R-VALUE -VkI WALL R-VAWE R-VAWE WALL R-VALUc` 5PA0E TERMINATION. INCHES. (3" x 0.148"); or TOE NAIL 2 staples, I crown 16 SfIGG E R-VAWE d DB'fH WALL BALCONIES (EXTERIOR) AND DECKS 40 P5F 5. EXHAUST DUGT5 SHALL NOT BE CONNECTED WITH 4. A MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 4-I0d box go., 1514" long VALUE SHEET-METAL 50REW5 OR FA5TENING MEANS WHICH INCHES. ROOF RAFTERS TO RIDGE, VALLEY (3" x 0.128"); or 3-I6d box REQUIRED 4 032 MAX 055 0.25 MAX R-44 R-20 OR R 8/13 R-19 10/13 10�7. 100 GUARDS AND HANDRAILS 200 P5F EXTEND INTO THE DUCT. 5. OPENINC75 SHALL BE OPERATIONAL FROM THE INSIDE 4-3 x 0.151 nails 24 2" 5UBFLOOR TO JOIST OR GIRDER (3 Y2" x 0.135")• or R-12+R-5 6. EXHAUST DUCTS SHALL BE EQUIPPED WITH A OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. OR HIP RAFTERS OR ROOF RAFTER BLIND AND GUARD IN-FILL COMPONENTS ��p PSF �� 3-I6d box Halls 2-I6d common R-20 OR TO MINIMUM 2 RIDGE BEAM FAGS NAIL PROVIDED 4 032 MAX WA 0.25 MAX R-44 WA WA WA WA WA BACKDRAFT DAMPER. 6. A DOOR OPENING HAYING A THRESHOLD BELOW THE (3 X2" x 0.135")• or (3 Y2" x 0.162") R-12+R-5 1. EXHAUST DUGT5 SHALL BE CONSTRUCTED OF MINIMUM ADJACENT GROUND ELEVATION SHALL HAVE A 2-I6d common 3-I6d box AT EACH ROOMS OTHER THAN SLEEPING 40 P5F �� �� 2" PLANKS (PLANK � BEAM- �� �� 0.0151 INCH-THICK RIGID METAL. DUCTS, HAVING BULKHEAD ENCL05URE WITH WELL5 BEING A MINIMUM (3 Y2 x 0.162 )• or END NAIL 25 (3 Y2 x 0.135 )• or BEARING 3-10d box FLOOR 4 FLOOR) 2-I6d common 2'-0" ROOF SHI%L.E5. 5EE ROOF - 5LEEPING ROOMS 30 P5F SMOOTH INTERIOR SURFACES WITH JOINTS RUNNING IN CLEAR AREA OF q PLAN FOR ADDITIONAL INFO. 5Q.FT. AND A MINIMUM HORIZONTAL FADE NAIL (3 x 0.128 ); or (3 Y2 x 0.162 ) THE DIRECTION OF AIR FLOW. PROJECTION AND WIDTH OF 36 A5 PER SECTION 510.23 15-51, x 0.I51 nails I 3-I6d common PROVIDE ICE d WATER SHIELD TO 24" IN51DE STAIRS 40 P5F 8. FLEXIBLE TRANSITION DUGT5 USED TO CONNECT THE WALL (3 Y2" x 0.16219 EXTERIOR WALL,OVER ALL FLASHING AND DRYER TO THE EXHAUST DUCT SYSTEM SHALL BE 4-I0d box GUTTER ATTACHMENT HARDWARE IN LIMITED TO SINGLE LENGTH5, NOT TO EXCEED 8 FEET IN NOTE: WIND DE516N PRESSURE FOR EXTERIOR WINDOWS I6d common 24" O.G. MINIMUM ROOF LIVE LOADS IN POUNDS-FORGE PER SQUARE STUD TO STUD (NOT AT BRACED (3 Y2" x 0.162") FACE NAIL 26 BAND OR RIM JOIST TO JOIST (3" x 0.128"); or ACCORDANCE WITH SECTION Q052.7.1 (NY5 CODE) FOOT OF HORIZONTAL. PROJECTION LENGTH AND SHALL BE L15TED AND LABELED IN GLAS5 DOORS AND ANCHORING PER 2020 RESIDENTIAL 8 WALL PANELS) 10d box (3" x 0.1281); 16" O.G. 4-3 x 0.151" nails END NAIL ACCORDANCE WITH UL 2158A. CODE OF NEW YORK STATE SECTION RbO�i 4-3 x 14 go. Staples, 2 X ROOF RAFTERS' L I ROOF PER 2020 RESIDENTIAL GORE OF NEVV PORK STATE TABLE R301.6 q TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN or 3" x o.131" Halls FADE NAIL PLAN FOR ADDITIONAL INFO. I. EXTERIOR WINDOW5 AND DOORS SHALL BE DESIGNED STUD TO STUD AND ABUTTING 5TUD5 AT I6d box (3 Y2" x 0.135");or 12" O.G. 20 crown (I) LAYER OF iJNFAGED GATT INSULATION BEThEEN ROOF TRIBUTARY LOADED CONSTRUCTION. 3" x 0.131" nails FACE NAIL (4" common G H LAYER AREA IN SQUARE FEET FOR 10. THE MAXIMUM LENGTH OF A CLOTHS DRYER TO RESIST THE DESIGN WIND LOADS SPECIFIED IN q INTERSECTING WALL CORNERS (AT (4" x O.la2"); or AS FOLLOWS: 32° RAFTERS AND (I) LAYER OF CLOSED CELL SPRAY FOAM TABLE R301.2(2) AND 15 TO BE ADJUSTED FOR HEIGHT BRACED WALL PANELS) I6d common 16" O.G. O.G. AT TOP AND INSULATION ROOF SLOPE *Y STRUCTURAL MEMBER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE (3 Y2" x 0.162") FACE NAIL BOTTOM AND 1N1 1DR 5�IMP50N H25 HURRICANE STRAPS EVERY TRANSITION DUCT FROM THE DRYER TO THE WALL OR AND EXPOSURE WITH TABLE R301.2(3). PER 2020 I6d common 161, O.G. EAGH STAGGERED RAFTER MLE55 OTHERWISE NOTED SEE DETAILS O TO 201 TO OVER ROOF TERMINATION. RESIDENTIAL CODE OF NEW YORK STATE SECTION R301 10 BUILT UP HEADER (2" TO 2" HEADER (3 Y2" x 0.162") E06E FACE NAIL IOd box 2 O.G. T ����`�Y����AT RIGID INSULATION. 200 600 600 I I. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES WITH Y2" SPACER) I6d box (3 Y2" x 0.135"); 2 O.G. G THE TOP OF ALL WALLS FLAT OR RISE LE55 THAN 4'PER FT. 20 I6 12 NOT INCLUDE THE TRANSITION DUCT. EDGE FACE NAIL (3" x 0.1289; or TOP AND BOTTOM CGUTfER SEE ROOF PLAN FOR ADDITIONAL INFO. FLAT) NOTE: WIND- BORNE DEBRIS WOOD PANELS CRITERIA 5-8d box 3 x o.131 nails 5TAGGERED ON CONTINUOUS CAULK OR SPRAY FOAM SEALANT IX -PRE-PRIMED FASCIA BOARD-WRAP W/AL.UM.FASCIA PER 2020 RESIDENTIAL CODE OF NEW YORK STATE (2 V2" x o.113") or 21 BUILT-UP GIRDERS AND BEAMS, 2 OPPOSITE SIDES CLADDING TYP. UNLESS OTHERWISE NOTED R15E 4" PER FT. (I:3) TO LE55 I6 14 12 NOTE: GIRDER SPANS FOR EXTERIOR WALLS SECTION R30I2.12 11 CONTINUOUS HEADER TO STUD 4-8d common TOE NAIL INCH LUMBER LAYERS And. K FT F TOP PLATE WITH SILL SEAL. 1/2" DRIP EDGE TYPICAL �� �� KRAFT FADED GATT INSULATION. SEE " THAN 12 " PER FT. (I:1) PER R602.1.1 (2 Y2 x 0.131 )• or 2-20d common WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS 4-IOd box 3" x 0.128" �� �� FACE NAIL AT SECTIONS FOR ADDITIONAL INFO. FjCTLR/OR CONT. I SOFFIT VENT WITH PERFORATED SOFFIT RISE 12" PER FT. (I:I) AND 12 12 12 HEADERS (2) 2x10 (2) 2x12 (3) 2x8 (3) 2x10 (3) 2x12 (4 x O.la2 ); or ENDS AND AT MATERIAL OF APPROVED PEST MESH I6d common I6" O.G. 3-10d box " GREATER OF '1/I6" AND A MAXIMUM SPAN OF 8 FEET SHALL BE (3 Y2" x o.i62") FACE NAIL (3" x o.128")• or EACH SPLICE: 2X4 WOOD STUDS. SEE CONSTRUGT10N PLAN. SIDING.51� ELEVATIONS. MAXIMUM SUPPORTING: PERMITTED FOR GLAZED OPENING PROTECTION IN ONE 12 TOP PLATE TO TOP PLATE 1/21 GYx�WALL�AID RIGID INSULATION. - AND TWO - STORY BUILDING5. PANELS SHALL BE IOd box (3" x nails ); F O.G. 3-16 x 0.131 Halls ' I' " ' " f 'I 6-2' EXTERIOR GRADE PLYWOOD WITH ROOF ONLY 5-9 6-10 6-I 7-3 8-6 or 3 x 0.131 Halls FAGS NAIL 4-I6d box ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS „ „ 1 PRECUT AND LABELED WITH IT'S LOCATION OF USE, 8-I6d common PAGE NAIL ON (3,VY x 0.135")• or BUILDING WRAP,ALL SEAMS TAPED PER 2020 RESIDENTIAL CODE OF NEW YORK STATE TABLE R301.7 I STORY 4-2 4-I I 4-5 5-3 WITH ATTACHMENT HARDWARE PROVIDED A5 PER 2020 �� (3)Z" x 0.162")• or EACH SIDE OF 3-I6d common STRUCTURAL MEMBER A�OWAgI E 2 5TORIE5 3-2 3"I 3-5 4-0 4-� RESIDENTIAL CODE OF NEW YORK STATE TABLE DOUBLE TOP PLATE SPLIGE 12-I6d box END JOINT 28 LEDGER STRIP SUPPORTING JOISTS (3 X2" x 0.1629 AT EAGH DEFLECTION NOTES: R30I.2.1.2, OR SHALL BE DE5I6NED TO RE515T THE (3 Y2" x 0.135")• or (MINIMUM 24" OR RAFTERS 4-I0d box J015T OR 2X4 EXTERIOR WALL WITH VINYL SIDING L = SPAN LENGTH, H = SPAN I`EIGHT RAFTER FACE I. HEADER REQUIRES 2 MIN. SOLID BEARING AT EACH COMPONENTS AND CLADDING LOADS DETERMINED IN 13 12-IOd box LAP SPLICE (3 x 0.128 ); or NAIL SGAU.E" 3/4•=I-o• RAFTERS HAVING SLOPES GREATER THAN END DOWN TO FLOOR OR BOTTOM PLATE. ACCORDANCE WITH THE PROVISIONS OF THE BUILDING (3" x 0.1289; or LENGTH EACH 4-3 x o.131 palls 3:12 WITH FINISHED CEILING NOT ATTACHED L/180 2. 1/2" XP5 FOAM SPACERS ARE USED WITH 2x CODE OF NEW YORK STATE. T2_-_3_'rx0.I5V nails 5IDE OF END 2-IOd box (3" x 0.1289;or EACH END TO RAFTERS MEMBERS TO MATCH 2x4 OR 2xb STUD WIDTH. JOINT) 2q BRIDGING TO JOIST 2-8d common (2 �" x 0.131" TOE NAIL AIR SEAL THE Top OF ALL BATT INSULATION BETWEEN INTERIOR WALLS/ATTIC GEILING JOISTS SEE INTERIOR WALLS AND PARTITIONS H/180 SPAGING OF FASTENERS SECTIONS NOTE: DWELLING-GARAGE FIRE SEPARATION DE5CRIPTION OF NUMBER AND TYPE INTERSECTIONS FULLY WITH I6d common I6" O.G. ITEM INTERMEDIATE FLOORS L/360 PER 2020 RESIDENTIAL CODE OF NEW PORK STATE BOTTOM PLATE TO JOIST, RIM (3 Y2' x 0.162") FACE NAIL BUILDING ELEMENTS OF FASTENER EDGES (IN 5UPPORT5 (IN) SPRAY FOAM. SEAL ALL ELECTRICAL, PLUMBING, ETC. SECTION R302.6 14 JOIST, BAND J015T OR BLOGKING I6d box GEILIN65 WITH BRITTLE FIN15HE5 " O.G. WOOD 5TRUGTURAL PANELS 5UBFLOOR ROOF AND INTERIOR WALL SHEATHING TO PENETRATIONS INTO ATTIC L/360 (3 Y211 x 0.135")• or FACE NAIL FRAMING AND PARTICLEBOARD WALL SHEATHING TO FRAMING (5EE TABLE R602.3(3) TOP PLATE (INCLUDING PLASTER AND STUCCO) 3 x O.I31 nails SEPARATION MATERIAL FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING) GEILING5 WITH FLEXIBLE FINISHES 3-I6d box 3 EACH 16" O.G. L/240 BOTTOM PLATE TO JOIST, RIM (3,VY x 0.135")• or FACE NAIL bd common (2" x 0.113") 1/2" GYPSUM WALLE30ARD (INCLUDING GYPSUM BOARD) FROM THE RESIDENCE AND ATTICS NOT LE55 THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT 15 JOIST, BAND JOIST OR BLOCKING 2-I6d box 2 EAGH I(6" O.G. 30 3/a" -Y2" na►l (subfloor, wall) 6 12"f ALL OTHER STRUCTURAL MEMBERS L/240 APPLIED TO THE GARAGE 5IDE (AT BRACED WALL PANEL) (3 Y2" x 0.162")• or FACE NAIL 8d common (2 Y2" x 0.131"9 2X4 WOOD STUD 4-3" x 0.151" nails 4 EACH 16" O.G. Hall (roof) EXTERIOR WALL5- WIND LOADS WITH FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LE55 THAN 5/8-INCH TYPE X GYPSUM BOARD FAGS NAIL 31 1 2" - I„ 8d common (2 Y2" x 0.131") 6 12Af PLASTER OR STUCCO FIN15H L/360 OR EQUIVALENT 4-8d box Hall (2 Y2" x 0.113")• or IOd common EXTERIOR WALLS- WIND LOADS WITH (3 x 0.148 ) nail; or OTHER BRITTLE FINISHES L/240 5TRUCTUREV SUPPORTING FLOOR/CEILING ASSEMBLIES NOT LESS THAN 1/2-INCH G 3 GYPSUM BOARD OR -I6d box 32 I Ye" - 1 Y4" USED FOR SEPARATION REQUIRED BY TH15 SECTION EQUIVALENT (3 Y de 2" x 0.135")• or common (2 Y2 x 0.131 ) 6 12 deformed nail EXTERIOR WALLS- WIND LOADS WITH 4-8d common TOE NAIL AIR SEALING W AT INTERIOR ALLS/,ATTIC FLEXIBLE FINISHES L/I20 GARAGES LOCATED LESS THAN 3 FEET FROM NOT LE55 THAN 1/2-INCH G WY BOARD OR EQUIVALENT Y x 0.I31")• or OTHER WALL SHEATHING g 50ALE& 3/4•=1'-00 A DWELLING UNIT ON THE SAME LOT APPLIED TO THE INTERIOR 5IDE OF EXTERIOR WALLS 4-I0d box I Y2" alvanized roofing ALL OTHER STRUCTURAL MEMBERS L/600 THAT ARE WITHIN THIS AREA (3 x o.128 ); or Y2 STRUCTURAL Hall, r(b head diameter, 3 6 16 TOP OR BOTTOM PLATE TO STUD 4-3" x 0.131" nails 33 GELLUL05IG FIBERBOARD or 14" staple 16 ga., or CONTINUOUS CAULK OR 3-I6d box SHEATHING I" crown SPRAY FOAM IIN ALL SEAMS UNDER-STAIR PROTECTION. MECHANICAL VENTILATION. MECHANICAL VENTILATION RATE (3 Y2" x 0.135")• or 1 3/4" alvanized roofing OF SUBFLOOR TO CREATE PER 2020 RESIDENTIAL GORE OF NEW PORK STATE R302.7 PER 2020 RESIDENTIAL CODE OF NEW PORK STATE R303.4 PER 2020 RESIDENTIAL GORE OF NEW PORK STATE MI505.4.3 2-I6d common 25/32" STRUCTURAL Hall, �6" head diameter, AN AIR SEAL > ROM FIRST „ END NAIL 34 3 6 FLOOR TO BASEMENT (3 X2 x 0.162 )• or GELLUL051G FIBERBOARD or I �" staple 16 ga., or I" ENCLOSED SPACE UNDER STAIRS THAT 15 ACCE55ED WHERE THE AIR INFILTRATION RATE OF A DWELLING THE WHOLEHOU5E MECHANICAL VENTILATION SYSTEM 3-10d box 5HEATHING crown BY A DOOR OR ACCESS PANEL. SHALL HAVE WALLS, UNIT 15 5 AIR CHANGES PER HOUR OR LESS WHERE SHALL PROVIDE OUTDOOR AIR AT A CONTINUOUS (3" x 0.128"); or 1 Y2" galvanized roofings MKIRAFT-FACED, BATT 3-3 x 0.I31" nails nail; staple galvanized, INSULATION INSTALLED TIGHT UNDER-STAIR SURFACE AND ANY SOFFITS PROTECTED TESTED WITH A BLOWER DOOR AT A PRESSURE OF 0.2 RATE IN CUBIC FEET PER MINUTE _ (O.OI X TOTAL � P g 3-I0d box 35 X2" GYPSUM 7 TO UNDERSIDE OF FLOOR ON THE ENCLOSED 5IDE WITH I INCH W.G (50 PA) IN ACCORDANCE WITH SECTION SQUARE FOOT AREA OF HOUSE) + [1.5 X(NUMBER OF .. I X2 long; I X4 screws, (3 x 0.128 ); or SHEATHING D type W or 5 /2 -INCH (12.1 MM) GYPSUM BOARD. N1102.4.12, THE DWELLING UNIT SHALL BE PROVIDED BEDROOMS + IA I� TOP PLATES, LAPS AT CORNERS 2-I6d common FAGS NAIL s WITH WHOLE-HOUSE MECHANICAL VENTILATION IN AND INTERSECTIONS (3 Y2" x 0.162") or I /4 alvanized roofing AIR SEALING AT BASEMENT TO FIRST FLOOR ACCORDANCE WITH SECTION M1505.4 3-3 x 0.131 nails 36 s „ nail; staple galvanized, -T -T SCALE, 3/4'=I'-0' MINIMUM REQUIRED LOCAL EXHAUST RATES FOR ONE- 3-8d box SHEATH NG"D 15/e" long; I s/8" screws,W / /CAL AIR � AL/NO type or 5 T/ F / AND TWO-FAMILY DYIELLINC75 PER TABLE M1505.4.4 (2 Y2" x 0.1139; or 2-8d common WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING AREA TO BE 18 I" BRACE TO EACH STUD AND (2 Y2" x 0.131")• or FACE NAIL bd deformed VENTILATED VENTILATION RATES PLATE 2-I0d box (2" x 0.120") nail; or SCALE=N.T.S. 3/4" and less 6 12 (3" x 0.128"); or 31 8d common SEAL: _ REVISIONS/SUBMISSIONS: DRAWING TITLE: 100 GFM INTERMITTENT OR 2 3 " " �� DATE DESCRIPTION: KITCHENS 2 sta les at I / (2 Y2 x 0.131 ) Hall GFM CONTINUOUS 3-8d box 8d common BATHROOMS $ (2 X2" x 0.1159; or (2)2 x 0.151") nail; or 6 12 - `} ;,. - ovo9rza U�ueDPOarlunG CODE COMPLIA/ICE f . MECHANICAL EXHAUST CAPACITY 2-8d common 38 8 - I" 8d deformed /`iOT�/ & DETAIL TOILET ROOMS OF 50 GFM INTERMITTENT OR 20 (2 Y2" x 0.1319; or (2 Y2" x 0.120") nail GFM CONTINUOUS I� I" X 6" SHEATHING TO EACH 2-10d box FAGS NAIL IOd common I BEARING (3" x 0.128"); or (3" x 0.148") Hall; or 6 12 >> r Staples, crown 3a I Ya" - I Y4° e orme ; CAD FILE NAME: a., 1 5/4" Ion 2 X" x 0.I20" nail 2652_CY-101 iVEMSCHICK �)ILVERMAN ARCHITECTS P.C. PROJECT TITLE: DATE: NSA PROJECT #: MITCMr-LL R'°fiP"Cr- 10/26/2025 25_2652 ".. .the business of ARCHITECTURE." . ......._........_..._... - ........._............ - -- _.....--.._.... ......--......-- -... _......._..._ _.. --.._.. - - - - - - - - - SCALE: DRAWING NO S D • CUTCHOGUE, NY 11955 66 EAST MAIN STREET ....................... _..............._.--...... ....-......:..,....._...................-.-_ -- .....-........._ _.......... ....-. __..-............-.-.. _ _.......... A NOTED DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: ...� PATCHOGUE, NEW YORK 11772 Phone : 631 563 2130 Fax : 631 5632139 www.nsarchltects.com 0 COPYRIGHT 2024 NEMSCHICK SILVERMAN ARCHITECTS P.C. 1000 109 05 14.052 7f -REMOVAL LE646AI-4�7 EXISTING WALL TO REMAIN. ----- ----__ EX15TINO WALL TO BE REMOVED. EXI5TIN6 DOOR TO REMAIN. n n 4 EXI5TINO DOOR TO BE REMOVED. EXI5TING WINDOW TO REMAIN. EX15TIN5 WINDOW TO REMOVED. N'OTILF-----5-09001 1. 5EF GENERAL NOTE5 ON 5HEET C5-100. 2. CONTRACTOR TO PROVIDE TEMPORARY 5UPPORT OF ALL LOAD BEARING ELEMENT5 UNTIL NEW 5MVcn1RE 15 IN5TALLED. EX. WIN. EX. DRY HELL TO REMAIN. DRY WELL i C05HED 5TONE EX. BOILER $ HW TANK TO REMAINN, REMOVE EX. 5TAIR. NW BOILS TANK T T T r r ii I I I I I l> EX/57/NG I j 5LAB ON ORA 0 ST/NG II 1_1_L_L=L_I ---- -a - ---- - ------ ------ -------------a------------ UNFIN/SHED CELLAR ----------- - ----- I I p I I � I I I I EX. COLUMN5 $ GIRDERS ----- ------, I I o TO REMAIN(TYP) I i � I I I I I I SECTION OF FIRST FLOOR TO i BE CUT BACK FOR NEW 5TAIR INSTALLATION PROVIDE I-------i TEMPORARY 5HORING OF 3tp EXISTING FLOOR TO REMAIN. OIL TANK m EX. OIL TANK TO REMAIN. EX. WIN. EX. CONCRETE FOUNDATION XQ-L. C LEAR REMOVAL- FLAN SCALE = 1/4" = I'--O" SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: DATE: DESCRIPTION: 01/0924 VjUEP POR rIUAG CELLAR REMOVAL PLAN CAD FILE NAME: 2652 A-100 NEMSCHICK ��ILVERMAN ARCHITECTS P.C. MITCNILL PROJECT TITLE: DATE: NSA PROJECT "...the business of ARCHITECTURE." CE — ._.... ......... ...... ----------------------------- .--........ _.._.............................................. ...... nnn�---- _. . _..... ...--...._....... GALE DRAWING NO 10/2 /2025 25 2652 .00/ - .. _..._..._ - -- .. ...._- 765 FAIRWAY DR. CUTCHOGUE, /NY 11955 S 66 EAST MAIN STREET - PATCHOGUE, NEW YORK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: A- 100 Phone : 631 563 2130 Fax : 631 563 2139 www.nsarchitects.com 0 COPYRIGHT 2024 NEMSCHICK SILVERMAN ARCHTECTS P.C. 1000 109 05 14.052 Zf Rj�FIYOVAL L-E6ENZ7 EX15TIN6 WALL TO REMAIN. PORTION OF EX. MASONRY TO REMAIN PORTION OF EX. ------------ MA50NRY TO REMOVE PORTION OF EX. ------------ EXISTING WALL TO BE REMOVED BE REMOVED MASONRYWALKWAY. . -------------- �--_-- I EXISTING DOOR TO REMAIN. REMOVE EX 5TONE PATIO RAMP n n y� EXISTING DOOR TO BE REMOVED. I `G� I I � �-------- ----------------------------------------� - EXISTING WINDOW TO REMAIN. ' I I ' I I EXISTING WINDOW TO REMOVED. 1 I I — I F ------ ----------------� REMOVE EX STEP(TYPJ ' /Y® I ' ' I REMOVE EX. EXTERIOR ' ' REMOVE EX. EXTERIOR ' 5LID/NG DG'OR. PROVIDE i WINDOWS. PROVIDE NEW 1 I 1. SEE GENERAL NOTES ON SHEET G5-100. NEW ROUGH OPENING(TYP) ROUGH OPENING(TYP) -------------------------------� 2. CONTRACTOR TO PROVIDE TEMPORARY SUPPORT OF I I I --- ----------------- i i REMOVE I EX. WIN. EX WIN. ALL LOAD BEARING ELEMENT5 UNTIL NEW 5TRUGIVRE I I I I EXTERIOR SLIDING 15 IN57ALLE9. I r----- --- ---- r—L DOOR PROVIDE NEW ROUGH OPENING(TYP) I I I , n r n r n I r n n r n i u EX. I I I 3-6 I 6 2 4-4 1 8-O l lO-4 2-7 — I I I III li I I I I � I iii I I i I _________ I'' 1T --- m --— --- Tr------L- ------- ------ — -------— �1-----1 Z L-------lL_____-•--_ _____--- EX B�17ROOM EX. EXTERIOR __________J REMOVE EX. KITCHEN SHOWER TO REMAIN. I I � ��� L-----J I � EX >��IM/L Y COWTER, FIXTURE5 $ APPLIANCES. ROOM -- REMOVE EX. EXTERIOR I I r�� i��I I • EX. I I •' •III HINDON PROVIDE NEW 1, r----------------I . ROlJGH OPENING(TYP) EX. CHIMNEY FLUE BATH EX. GE/LING TO REMAIN IN I TO REMAIN. �- ------ F 7 RE AMILY ROOM BATH ii o I I MOVE EX 5TEP(TYPJ j �' I i \ ,;�� �n' i REMOVE EX. WOOD BURNING `I I I / i �/�� STOVE AND HEARTH. L--�I ii EX. BATH I I REMOVE EX. CEILING IN �ff-' �'� I� ==9r� r_____ F\ I I I I I I l I I I I.� I it It I . . .'' ` I AREA OF WORK(1YPJ J I II II I - < > I OX M�45TR REMOVE EX PLUMBING I I ``� ,O� FIXURES /r.PJ I ' LI -----L----- '. .` I ------------ —i—t---- -------------- ----- L------------- OOM---------------- r X REMOVE EX. I I I I I I i i i i BATH 5TACK W/D I I L----------------1J II II � 11 II !<EMOVE EX. INTERIOR 205. DOORS IN AREA OF WORK. IPATH OR PROVIDE NEW i ' REM01/E PORTION OF ROUGHOPENING(TYP). 5EE INTERIOR WALL5X H�tLLlN� EX G EX. GLOS. A--103 FOR MORE INFO. I I � (TYPJ REMOVE EX. GEILIN6 IN REMOVE EX. 5TAIRGA5E. REMOVE PORTION OF AREA OF WORK(TYP) INTERIOR WALL5 0-m) I 7 REMOVE EX. DOOR. I I � EX EX. GARAGE ' PROVIDE NEW ROUGH OPENING(TYP) i i 1 \\ GLOS. EX. CEILING TO REMAIN IN GARAGE7 12'-6 2L/O" I EX. \�:�`` •'%'� ' GLOS. ' ' I I I I i EX. WIN. EX. WIN. j REMOVt EX. BAY WINDOW. I I I ------------------------------------------------------- I � � I I I I I I I I I I I I I I I ram, I -------------- I I 1 I I I I REMOVE EX. 5TEP $ MASONRY WALKWAY. I I � --------------------------------- REMOVE EX. I ' GARAGE DOORS. I I _ I )=/q5 T )=L-®® REMOVAL- IP461---A N SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: DATE: DESCRIPTION: SCALE = l/4" = I'-O" 01/09/24 IJ/ULD FOR PILING PROPOM) FIR,/T FLOOR REMOVAL PLAN CAD FILE NAME: 2652 A-101 �IEMSCHICK �iILVERMAN ARCHITECTS P.C. PROJECT TITLE: DATE: NSA PROJECT #: MITCNELL RUIDENCE 10/26/2025 23_2652 1: 2 ". ..the business of ARCHITECTURE." JIM _ 765 FAIRWAY DR. SCALE: DRAWING NO.: CUTCMOGUE, NY 11955 Af NOTED 66 EAST MAIN STREET DISTRICT: SECTION: BLOCK: LOT: DRAWN BY. PATCHOGUE, NEW YORK 11772 101 Phone : 631 563 2130 Fax : 631 563 2139 www.nsarchitects.com 0 COPYRIGHT 2024 NEMSCHICK SILVERMAN ARCHITECTS P.C. 1000 109 05 14.052 7f I | - - � ^ m i I A-300 O L 66 1 6/W; EXISTING WALL TO REMAIN. -----------_ EX15TIN57 WALL TO BE REMOVED. DN NEW WALL. EXISTING DCbR TO REMAIN. 10, 24=2" EX/5T/NG EX/5T/NG EX/57/NG EX15T/N6 NEW DOOR —DR REAR DFGK FX. ML.KM)" q 4"x 4"POST WITH COLUMN CAP. Ri A-200 - - N z LI P05T FROM ABOVE. SMOKE DETECTOR INTERCONNECTED TO ALL 5D OTHERS M V/NO D6755TINTE-RV OR5 O DE91 C. � Q EO. EO. 6-7„ II-5 /l-5 6-7 EX. WINN, EX. W/N. 5MOKE DETECTOR $ CARBON MONOXIDE DETECTOR DN NEW(2)2"x8"HDR. w O (Dj O 105 I l06 O/ Y ��� / /, I Y / Y®�. � O 104 = NEW(2)2' x l2"HDR. O O Z NDFGK KITCHEN GABINET5 --- DN ° ° i NEW(2)l 'z -2.OE LL H . NEW(2)l "xq "-2. LL EX. BBI7ROOM PROVDED k~ A51DE FROM ALL NOTES ON TH15 PLAN CONTRACTOR 15 - - w INSTALLED BY OTHERS. REF 0 11j RE5PON5/BLE FOR THOROUGH REVIEW AND APPLICATION OF ALL INNORMA OUTDOOR I -- -----J / 2. CONTRACTOR ION CONTAINED IN GENERAL NOTE5. 5HONER w 8'-0" I v O TO PROVIDE SUFFICIENT STRUCTURAL EX. FAMIL Y I 0 , • 0 EX 5UPPORT$ CONNECTION $ CONNECTIONS THRO,I,f ROUT THE ROOM O CEILING Hr. K/TGHEN r— __-- •O PROJECT. EX HDR. TO REMAIN v O O� i B�TH _ _ _ DI N/NG �'BAR TO BE PROVIDED 3. CONTRACTOR TO COORDINATE WORK WITH ALL THE TRADES. - — —— — — 00 I $ INSTALLED BY OTHERS. IO3 — — — — — — — — — — — — — — — J i i ROOF/ PROVIDE PLUMBING A5 2'-O" 4. ALL DINEN51ON5 ON THESE PRANINC75 ARE FIN15HED 101 REOD FOR NEW SINK DM EN5/ON5. v — — — — — — J i • — — 3 HOLD ALL ANGULAR AND EYTE-RICR DIMEN5/ON5. cn BATH u'�v PANTRY CABINETS OVEN i EX. CHIMNEY FLUE i� PROVIDED i TO REMAIN. 6. CONTRACTOR TO NOTIFY ARCHITECT OF ANY DI5GREPANGIE5 XE INSTALLED BY OTHERS. i NEW "GI1fB TO BE PROVIDED •o I A� )C i OR UNCERTAINTIES ON THESE DRAWINGS IMMEDIATELY. in 108 5/GO DN 5 7=7" l-5" I 4=4" FOR NEW VAULTED CEILING. 0 I AGOG 551 7. A51L7E FROM l^dHAT HA5 BEEN INDICATED ON THE DRAWINGS m O 2A 3�6" ,Q �. I OPENING SEER-3G'O FG�MORE INFO. oo I \ I B)( Ms'] JC� CONTRACTOR O ,� ;! , I _ O L — — � z O = z TO PROVIDE ANY ADDITIONAL SMOKE AND/OR �° �; ,� BBI7ROOM , = z - , i CARBON MONOXIDE DETECTORS ACCORDING TO CODE. ol 3,�„ 2 PANTRY I " B�TH 5D k m w A-200 DU 107 O w pLL T)0000/=�6 L66EIVZ;� I v v m 3 i ry o CEILING HT. W 3/4 HR. SELF CLOSING DOOR TYPICAL EXTERIOR WALL - 2"X 4"WOOD 5TUD® 16m O.G. W17H 5/e"GYB. O L/YI NGX. H�ILLl�Y�4 Y EX. BOARD ON INTERIOR R 2I KRAFT FACED BATT z NEW STAIR TO BE INSTALLED — — — — — i BX CL-0 . EX. CLO5�' . INSULATION WITH�"EXTERIOR GRADE PLYWOOD, O MAX RISE lO RUN % I BUILDING WRAP AND SELECTED SIDING. Hv 7 in ROOM LO 34"HT. HANDRAIL5 EA. SIDE. MUD ROOM MILLWORK L�UNI7RY -- ------------- ----------- --------------------------- --- 2 PROVIDED BY OTHERS ;tom, I O „ v TYPICAL NON-BEARING INTERIOR L - INSTALLED BY CONTRACTOR. 24-I hGAL ii \ lO-3 � EX 5D 2"X 4"WOOD 5TUD 0 I6"O.G. WITH SINGLE II v w EX HDR TO GLOS. LAYER OF%N GYP BOARD ON BOTH SIDES U.O.N. ---Di V m II ;2 REMAIN EX 2 G�IR S�/TA�CK i o - -� L------J E . HDR REMAIN. II NEW(2� I 'xll 7/8"-2.OE LVL HDR. 100 a G�R�G l I EX. BEDROOM ' 2A O O O �g Oq NON-BEARING INTERIOR WALL - .2"X 4"WOOD STUD® 16"O.G. WITH R-I5 KRAFT EX. _ ,FACED BA TT INSULATION W/51NGLE LAYER OF 5=5" 14=lO" ol 12-4" 3'-4" �iLOS. $/8"GYP. BOARD ON BOTH 51DE5 U.O.N. II i w FRONT PORCH EX. WIN. EX. rvlN. EXISTING HDR TO REMAIN. EX15T1NG HDR. TO REMAIN. N O — — — — — — — — — — — — — — — — — — — — 102 101 A-200 I N DN I 4 /=o„ j O I A-900 22'-2" 36=0" 24'-2" EX/5T/N6 EX15TIN& EX/5T/NG ® ® /R FLOOR57 ANF REVISIONS/SUBMISSIONS: DRAWING TITLE: N:DATE: DESCRIPTIO 56ALE= 1/4" = P-O" 01/09/24 JlJUeD POR FILING PROPO'ED FIR,/T I=LOOR PLA/l CAD FILE NAME: 2652 A-105 PROJECT TITLE: DATE: NSA PROJECT #: NEMSCHICK �;ILVERMAN ARCHITECTS P.C. MITCNELL R�/'IDENCE 10/26/2025 25_2652 ". ..the business of ARCHITECTURE." __.....- ..........-. .---------------- ��... ........_.. y ........_... ....... _....._. ..... _.............._ ..................-.. ._.__......- . ............. .................._. .. - — - GALE S DRAWING NO: Loa< CUTCMOGUL, /1Y 11955 m 66 EAST MAIN STREET __�__r_l.-----.--._ -- AJ NOTED PATCHOGUE, NEW YORK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: A- 10%5 Phone : 631 563 2130 Fax : 631 5632139 www.nsarchitects.com 0 COPYRIGHT 2024 NEMSCHICK SILVERMAN ARCHTECTS P.C. 1000 109 05 14.052 7f i A TOP OF RIDGE �r r' \ T r EX. ROOF TO �' a REMAIN(TYP) , -'" EX. 5/DING TO / EX. 5IDINO TO REMAIN(TYP) ~ REMAIN (T�PJ ~ ` T.O. CEILING J015T5 ( LEY. q�-IO 1 CEILING HT. ................................................ / q ----------------------------- -----....._._.� i I � ..!.... ........ ........ ........ ........ — O° D G B A lO : jj 102 101 I A FIRST FLOOR IV- I'-4" i I I I I I I I I I T O". 0-0 J DAWN I I I I I I I I I I I I I I _ ___ _ _ = = = = -L - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ___ _ _ _ _ � EL-J�VA TION 5CALE _ 1/4" _ l'-O" TOP OF RIDGE (ELEY. lq'-3 u� EX. ROOF TO REM,�lN(TYP,J EX5/DING TO `�`,� EX. ROOF TO T.O. CEILING J015T5 REMAIN(TYP) REMAIN Mr P) ( LEI. q'-/O) 7 -- CEILING HT. _................................---_ / I ------I.... ......._-. . ... - _ _.... -..._..._ c I i I j ! - --- ---- - -------------------------............................ I _..._..... FIR5T FLOOR I ELEV I-4 GR�4DE I I I I I I I I I I I I I I I I �! o'-O"J DAniM I I II I I I I I I I I I I I I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _I L_ J LJ LJ L_ � L L J �- - - I I I r — I I I I I I I I I I I FIIROF05E� EA-5 7 51�E EL VA 7/0/\, SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: SCALE_ 1/4"= I'-O" DATE: DESCRPTION: 01/09/24 Juno FOR FILING PROPOfLU ELEVATIO/y/' CAD FILE NAME: 2652 A-200 ICK :�ILVERMAN ARCHITECTS P.C. PROJECT TITLE: DATE: NSA PROJECT E M S C H MITCMr-LL Rif ID"Crl 10/26/2025 25_2652 ". ..the business of ARCHITECTURE." ............................ 13 .................. ..................... _............................. ......... _-------------- ----------.-- ..................................._......__.. SCALE: DRAWING NO: CUTCMOGUE, NY 11955 A./'NOTED 66 EAST MAIN STREET - DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: PATCHOGUE, NEW YORK 11772 Phone : 631 563 2130 Fax : 631 563, 2139 www.nsarchitects.com 0 COPYRIGHT 2024 NEMSCHICK SILVERMAN ARCHTECTS P.C. 1000 109 05 14032 7f STOP OF RIDGE EX. ROOF TO a' REMAIN(rM) El ~ \ T.O. CEILING J015T5 EX. 5ID/NG TO o" gL10V _ ............................ ... .. .................. ... ............................. . ......... ... ........... REMAIN(FYP) '`.........................................._............................................_...................................................-............_................. ......................................................................................................................................................._............... CEILING HT. — -- (PLE1! 9'-4 .............._ ................. _.......... -.....� I i ... L�FIR5T FLOOR (ALE .. l'-4" GRADE 0'-0 J DATUM I I I I I I I I I I I I I I I I I I I I I I I - - - - - - - - - - - - - - ZI- - - - - - - - - - - - -- -- - - -II - - - - - - - - - - - - - - - - - SCALE= I/4" _ l'-O" /-6 TOP OF RIDGE EX. ROOF TO -'f REMAIN(TYP) T.O. CEILING J015T5 7 (rLEV. 9'-10 CEILING HT. .............. ..... ------------------------....---------........_.....---------------------------................ ............... " --------------------------------------------------------------------------------------------------- LEV 9-4 ........................................ -....._....._..........--.-.----........_....._....-. .._................................_---------.... ............... ....................._..._ � I o C104 EX. 51DING TO - :---- ............... ------ REMAIN(TYP) � 1jk FIR5T FLOOR LEV. l'-4" l4pGRADE I I I I I I I I I I I I I I I I I (tLEV. 0'-09 DATUM LJ L J I �ZJ- _ _ S _ _ ZSL�- - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - -,- - - J - � I I I I I i I I I I FR01=05E� NORTH -51Z L VA 7101V SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: SCALE= l/4" _ l'-O" DATE: DESCRIPTION: / e 01/09/24 J//UED FOR MLJl1G PROPO/'ED ELEVATIO/1/' CAD FILE NAME: 2652 A-201 7 PROJECT TITLE: DATE: NSA PROJECT *: NEMSCHICK SILVERMAN ARCHITECTS P.C. MITC�9rLL RrlID�/1Cr ". ..the business of ARCHITECTURE." z. .....- _........__..............._- ......... ..... .................. -- ...................._ ............................._ .......... IAw�IIAIAA�....................... .................._.................... ........... .... ........ _.__........._.._......................_... ........_.-........_............._._... ... .......... _ ��1l........_...._..... Ally..-......__ 252652 _ _ — 765 FAIRWAY DR. SCALE: DRAWING NO.: 11 CUTCHOGUL, IV11955 66 EAST MAIN STREET _. _—. -- —r__--- - __.. - -- ----- _. — -- - -- A/'NOTED PATCHOGUE, NEW YORK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: )-�-2u Phone : 631 563 2130 Fax : 631 563 2139 www.nsarchitects.com COPYRIGHT 2024 NEMSCHICK SILVERMAN ARCMTECTS P.C. 1000 109 05 14.052 Zf EXI5TIN6 RI06E TO REMAIN. PROVIDE HURRICANE 5TRAPPIN6 PER 5HEET A-500. EXI5TIN6 COLLAR TIES TO REMAIN. PROVIDE NEW 2"x4" COLLAR TIE 50 THAT EACH RAFTER HA5 A GOLLAR TIE. NEW 2"xb" GEILING J015T5 W/R-23 KRAFT FACED BATT INSULATION BETWEEN GEILIN6 J0I5T5 AND R-30 UNFAGED BATT INSULATION PERPENDICULAR OVER GEILIN6 J0I5T5 2"x6" WOOD BLOGKIN6 AT MID-5PAN. ROOF A55EMBLY: EXISTING ROOF ASSEMBLY TO REMAIN. EX. ROOF RAFTERS W/NEW I" VENTILATION BAFFLE AND R-23 KRAFT FACED BATT IN5ULATION BETWEEN R.R. AND I/2" GYP. BOARD GEILIN6. 2 m, ___ EXI5TIN6 WALL FRAMING ---- -1. A55EM13LY TO REMAIN. � ) EXI5TIN6 SOFFIT TO REMAIN. T EXI5TIN6 GUTTER 4 4 DOWNSPOUTS TO REMAIN " ``� EXISTING FLOOR A55EM13LY TO REMAIN. i j NEW P.T. (3) EXI5TIN6 WALL FRAMING i 2"xb"GIRDER. A55EMBLY TO REMAIN. 14" P.G. FOOTING TO PROF. _ 36" MIN. BELOW GRADE (TYP) LIVING }BOOM �GITC��N NEW P.T. :2"x8" LEDGER BOARD. NEW P.T. (3) 2"x6" GIRDER. NEW P.T. 2"xb" F.J. i ® 16" O.G. NEW P.T. 2 xb F.J. NEW P.T. (3) ® I b" O.G. , 2"x6" 61OER. NEW P.T. (3) <r� 211xb" GIRDER. E� P f L P d .4 d a 4 4 d G�G " ; d I] A 1 IA All a"II . a"'� .411 In, 51MP50N u u (b) #4 REBAR a .o II 51MP50N II u e 51MP50N u u " ............-_...................._...................------------ VERTICAL. ' ll: 1. 11 z tl 4 II 411 IIII .II al II BASE. ° ii BASE. II a BASE. . Q Z n O Z � .................................� I, u I I •g• iItI • ua. u / w II 4!I ---u---ll A iul u n (4) #4 REBAR Id u VERTICAL.Ez � XISTfNC �N INIS IZZ / ,/,-�' - CELLAR 14" 0 P.G. PIER TO 24"x24"xb" P.G. X, / /' � ; I b" 0 P.G. FOOTING FOOTING W/ (3) HORIZONTAL EPDXY �,/ TO 36" MIN. BELOW (4) #4 REBAR COATED #4 REBAR EACH WAY. �� GRADE (TYP) VERTICAL. 56" MIN. BELOW GRADE (TYP) / NEW P.T. 2"xb" LEDGER BOARD. 14" 0 P.G. FOOTING TO 36" MIN. BELOW GRADE (TYP) 14" 0 P.G. PIER TO 24"x24"xb" P.G. FOOTING W/(3) HORIZONTAL EPDXY NEW 4x4 WOOD P05T W/51MP50N COATED #4 REBAR EACH WAY. GAP 4 BA5E W/ 12"x12"xb" P.G. 36" MIN. BELOW GRADE (TYP) FOOTING W/(2) #4 REBAR EACH WAY. '�. EX.CONCRETE NEW STAIR TO BE INSTALLED W/7 1" MAX FOUNDATION WALL. R15E, 10" RUN $ (2) 34"H GABLE HANDRAILS. EX.6ONGRETE 5LAB. HANDRAIL 13ALU5TERS TO NOT ALLOW PA55A6E OF 4" SPHERE. * lkeadroom rc R u I r-Ind 06 per 2 02-0 1e5id 4 ial coda Oar Ny S Sec. R311 .7. 5CALE= 112" _ P-O" SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: DATE: DESCRIPTION: 01/09/24 )!/U[D POR FILING PROPO III f ECTION 0 CAD FILE NAME: 2652_A-500 PROJECT TITLE: DATE: NSA PROJECT #: NEMSCHICK *SILVERMAN ARCHITECTS P.C. MITC�tELL R�/'I®�.NCE 10/26/2025 25_2632 . . .the business of ARCHITECTURE." — — — - — SCALE:CUTCHOGUE, M 11955 DRAWING NO.: f/10TED _ 66 EAST MAIN STREET PATCHOGUE, NEW YORK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: Phone : 631 563 2130 Fax : 631 563 2139 www.nsarchitects.com a COPYRIGHT 2024 NEMSCHICK SILVERMAN ARCHITECTS P.C. 1000 109 05 14.052 Zf -F 15E EVERY OTHER NAIL HOLE CT U5E EVERY OTHER NAIL HOLE IN A ROW TO PROVIDE THE L>= +� IN A ROW TO PROVIDE THE CODE-REQUIRED MINIMUM sIMPSox RAP0 ne .0 s/hll�aoNL5Ti4 36 R�� CODE-REGU I RI=D MINIMUM o 12� CENTER-TO-CENTER LENGTH GOILID s7RAP o l6 O.G. O EACH RAFTER RlDSE CENTER-To-CENTER ; STM F= 5PAG I NO FOR NAIL5 5PAGING FOR NAILS adNA/L5 ROOF RAFTER O O.G. CLEAR SPAN o� 6520 5TRAP o �r o 1 ° END O ° PROVIDE MINIMUM (7T+ �,� END D 15TANGE 8 0 o.C. WRAP PLATE EQUAL NUMBER OF 19126f DerA/L (51MP50N 'STRONG-TIE 05) 5PECIFIED NAIL5 IN EACH END I. IN5TALL 5TRAPPIN6 A5 REOV PER RAPlrR ro RA"r:R nr THE WFCM 2001 TABLE 2.2A AND 3.35. SIMM6M Loav FIAT Mea IM 2MlL 0lrrraN To utN °R IPr r� r� r,�lLs 2 W� ; °;M .A TAMrA 93AAVTAME51 AIRMfEt V,W HG4LL 571�IPP/NG 17E1�4/L5 2 ��.T��� MTEW ,�IT,��, LWA � .KWoA T/�99A Mb T1919.T. MIN.6' HOLD DO W MIN 6' v ® ANCHOR B01 T PLAC84 WT 5EE CONTRACT] � � o PROVIDE DG1 BLE EACH nE p . . . . . . . . .p ©65 +� ® DOW . . — — -- . . . . . : : : :v: L siMPsoN HD2A v -D < FRAMIN6 Bar. ° ° ® +� . . . . . . . . . . . . . . . . .��. FCIMAnON o I 8 0 d v. v. I . . . . G FIlT 5/51 m THREADED ROD v . . . . . . . v1 . . . . . 5ILL PLA7E 5EE PLAN 5TUD WALL 5EE PLAN . . . . FOR 5/Z� TYPICAL. FOR 51M i 5PAG/N9 (4)10d NAlL512 I 1 O GONG.�WALL. : : : ®: k TYPICAL. EACH%7E) "► :' 5/8•m ANCHOR Bar a. +� � r o 4'O.G.(Ihd STORY Md15F) ' • ' O 6'O.G. Old 5TORY ..4 ♦ 1 .. G _ 5/hlP5ON 5TRON6 4 5M0OY 577RON6-71E PLAN I FaMA770N GORl1 PLAN 0 mWe GORAQC9Q A,TOM 7V 7VR-PMW MTA 61W.7ON 5TRQAl5 Tl 5 AAA44(AVAN HOL17 �1.//1N ��l��LS 5/M}�501W 5TRO1V6-Tlr GGG�46 RAILING o ' 44 D 5 /l ERR H-3 ° ° POST .m nil/ ' BaT5 5/Ml'raON NJIO G J 016'O.G. 51M0 (5/Ml°50N 5TR01K*r-T/1`DRTBJ DaME J315T — H2 NWRICAAE H�>uzRlcAr� (5/WPWN 57RON6--r/E M) o P05T(01E CLIP o 16' CLIP O l66 DE EA.5/DE) H3 51450M WMIECroR "MINI / 'm 5 EGO o.c. ':;'• m AN'.1,0R BOLT P05T BASE 0)l-3/4`x 11-7/g'M/GRG5 • oo•,0 0a•I I 0q• U2/0 o 4'O.G.(/Al7 5TORY HAlZ e: oa• ell H5R,O 16' O 6'O.G.(OtE 5TORY HOME) ' (51 5oN 57ft*16•-7IE AaW) J015T COAW77ON DL?A/L PVRGH1VW&J0l5r COAMZ77ON DL'TA/L SA07 R?OP PLATE COMA OZON ACTA/L (5/M101 M 57RON6-7/E ABTI) PLA*M GOJMMT/ON DETAIL VECK WAA15C l/ON sl7"=T0A/L5 RE1NF CON15 SLAB WINDOW 5ILL WINDOW 5ILL FLA5/l/N& .� •. 1 f .... v m" 4. '0- °1 �. •4 q tl0 °°� 51HF!50N L5TA76 eoe , ° o • " OR TO Boo p p p IL59w O I6'O.G. 6TAKLLI� ,GRAN �I �I I—III—I I! 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DATE: #: MITCMIlLL R�'ID"CC 10/26/2025 23_2652 ". ..the business of ARCHITECTURE." ....................._............"---""""""""......_....---- . .. _ — — - r��7&f DRAWING NO.: CUTCHOGUL, NY 1195566 EAST MAIN STREET LL.10<1 _X--------------- _- /IOTLP PATCHOGUE, NEW YORK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: A-500 Phone : 631 563 2130 Fax : 631 563 2139 www.nsarchitects.com O COPYRIGHT 2024 NEMSCHICK SILVERMAN ARCHITECTS P.C. 1000 109 05 14.052 7/' F�' L� L) T*s� E5 I N X 7 L) FZ r= NO. FROM / TO UNIT DIMEN51ON MANUFACTURER / MODEL DOOR GLAZING MUNTIN5 FRAME COLOR REMARKS No. ROOM FIXTURE MANUFACTURER / MODEL REMARK5 l00 FRONT PORCH/FOrER 3'-0"x 6'--8" LOE1EN/NARROW 5TILE ALUM GLAD, WOOD W/GLA55 FULL LITE,LoE272-16q 2 X 2 ALUM. GLAD W/WOOD A5 5ELEGTED BY OWNER EXTERIOR DOOR A KITCHEN 51NK A5 5ELEGTED BY OWNER /O/ EXTERIOR/GARAGE q'--O"x 7'-0" A5 5ELEGTE9 BY OWNER OVERHEAD DOOR A5 5ELEG7E9 BY OWNER OVERHEAD DOOR KITCHEN FAUCET A5 SELECTED BY OWNER 102 EXTERIOR/GARAC-%E q'--O"x 7'-0" A5 5ELEGTED BY OWNER OVERHEAD DOOR A5 5ELEGTF9 BY OWNER OVERHEAD DOOR B KITCHEN D15HWA5HER HOOK UP A5 5ELEGTED BY OWNER 103 EXTERIOR/BATH' 2'--6"x 6'--6" LOEWEN/NARROW 5TILE ALUM GLAD,WOOD W/GLA55 FULL LITE,LOE272-1.gq 2 X 2 ALUM. GLAD WHOOP A5 5ELE6TED BY OWNER EXTERIOR DOOR G FAMILY ROOM 5/NK A5 5ELE67ED BY OWNER 104 EXTERIOR/FAMILY ROOM 5'40"x 6'--6" LOEWEN/NARROW 5TILE LOEWEN 5IN6LE 5LIDER 2 WIDE DOOR/NARROW 5TILE FULL LITE,LOE272-lbq 2 X 2 ALUM. GLAD WHOOP A5 SELECTED BY OWNER EXTERIOR DOOR FAMILY ROOM FAUCET A5 SELECTED BY OWNER 105 REAR DECK/DINING ROOM 6'-0"x 6'-6" LOEhEN/NARROW 5TILE LOEWEN 5/NGLE 5LIDER 2 WIDE DOOR/NARROW 5TILE FULL LI M LoF272-16q 2 X 2 ALUM. GLAD W/WOOD A5 5ELEGTE9 BY OWNER EXTERIOR DOOR D BATHROOM TOILET A5 5ELE6T ED BY OWNER l06 REAR DECK/D/N/NG ROOM 8'-0"x 6'-8" LOEWEN/NARROW 5TILE LGEWEN 51NOLE 5LIDER 2 WIDE DOOR/NARROW 5TILE FULL LI M LOE272-16q 2 X 2 ALUM. GLAD W/HOOP A5 5ELECTE9 BY OWNER EXTERIOR DOOR E BATHROOM 5/NK A5 5ELEG72V BY OWNER l07 GARAGE/MUDROOM 2'-6"x 6'--6" TRU5TILE/SINGLE PANEL 50L1D GORE PRE-HUNG WOOD AS SELECTED BY OWNER 3/4 RATING BATHROOM FAUCET A5 SELEGTFO BY OWNER SELF-F-CLOSING 106 FAMILY ROOM/BATH 2'-6"x 6'--6" TRI5TILE/SINGLE PANEL 50LID GORE PRE-HUNG WOOD A5 SELECTED BY OWNER F BATHROOM 5HOPER HEAD A5 55LECTEO BY OWNER BATHROOM 5H0`1ER GONTROL5 A5 5aEC7EV BY OWNER G MUD2AUNDRY WASHER A5 SELECTED BY OWNER � � EZ H MUD/L4UNDRY SINK A5 5ELEGTED BY OWNER .D. MODEL UNIT 51ZE (&H) MANUFACTURER / MODEL GLAZING MUNTIN5 FRAME HEAD HEIGHT (HH) COLOR REMARK5 1 WAAIWRY FAUCET A5 5ELEGTED Br OWNER A CASEMENT 3'-0'x 4'-6" LOEWEN/NARROW 5TILE LoE272-16q 2 X 2 ALUM. GLAD W/",9 A5 5ELE67FD BY OWNER B CA5EMENT 31-O"x 4'-6" LOEWEN/NARROW 5TILE LoE272-16q 212 ALUM. GLAD W"D MLL VNIT5 A5 5ELEGTE9 BY OWNER TOGETHER G CA5EMENT 3'-O"x 4'-6" LOEhEN/NARROW 5TILE LoE272-lbq 2 X 2 ALUM. GLAD W",9 6'-6'A.FF V.I.F. A5 5ELEGTE9 BY OWNER D CA5EMENT 3'-011x 4'-6" LOEWEN/NARROW 5TILE LoE272-I6q 2 X 2 ALUM. GLAD W/",9 A5 5ELE67ED BY OWNER E CA5EMENT 3'-015(3'-C" L06kEN/NARROW 5TILE LoE272-16q 2 X 2 ALUM. GLAD W/WOOD 6'- A.FF V.I.F A5 5ELEGT59 BY OWNER F CA5EMENT 3'-011x 4'-6" LOEWEN/NARROW 5TILE LoE272-16q 2 X 2 ALUM. GLAD W",9 MULL UNITS A5 5ELE6TE9 BY OWNER G CASEMENT 3'-O"x 4'--6" LOEWEN/NARROW STILE LoE272-0q 2 X 2 ALUM. GLAD W/WOOD TOGETHER A5 5ELEGT59 BY OWNER 6'-6"A.F.F V.I.F H CA5EMENT 3'-0"x 4'-6" LOEWEN/NARROW 5TILE LoE272-16q 2 X 2 ALUM. GLAD W/WOOD A5 5ELEGTE9 BY OWNER I CA5EMENT 3'--O"x 4'-6" LOEWEN/NARROW 5TILE LOE272-Ibq 2 X 2 ALUM. GLAD W/MCP 61-6"A.FF V.I.F. A5 5ELECTED BY OWNER J CA5EMENT 3'-0Ilk 3'-0" LOEWEN/NARROW 5TILE LoE272-16q 2,Y2 ALUM. GLAD W/WOOD 6'-61A.F.F V.I.F. A5 5ELEGTE9 BY OWNER K CA5EMENT 3'-015(31-0" LOEI,EN/NARROW 5TILE LoE272-16q 2,12 ALUM. GLAD W/WOOD 6'-6"A.F.F V.I.F. A5 5ELEG7E9 BY OWNER NOTE I: ALL 6LAZIN6 SHALL MEET WINDBORNE DEBRI5 REQUIREMENT5 PER THE BUILDING CODE OF NY5. NOTE 2: GONTRAGTOR TO VERIFY ALL WINDOW MEA5UREMENT5 AND HEAD HEI6HT5 PRIOR TO PURGHA5E/IN5TALL. 4" THRU ROOF 4„ THRU ROOF 4" THRU ROOF 4" THRO ROOF ROOF r`U'0ftR Fil..04BINO r-IXTAEO PLUMBING FIXTURE MIN. TRAP 51ZE 3ro I 2" V I 2" V 3ro BATHRUB(WITH OR WITHOUT 5HOWER HEAD AND/OR WHIRLPOOL ATTAGHEMENT5) 1)2 2„ V I 2„ V I I I BIDET I Y4 I I I PROI�'05ED I j M CLOTHES WASHER STANDPIPE 2 DINING ROOM BATHROOM BATHROO Ri4M/L'r ROOM Bit TH I KITCHEN WDROOM ______-- I D 15HWA5HER 1 )� I l/2" V ( _ I FLOOR DRAIN :2 2" V ,J _ 11/2" V_ ,. 2" V J 2" V I _ ——T KITGHEN 51NK (ONE OR TOW TRAPS, WITH OR WITHOUT D15HWA5HER AND I)� FOOD WA5TE D 15P05ER) 1 1 1 1 I I I I I I I I I LAUNDRY TUB (ONE OR MORE GOMPARTMENT5) I} 1/ 1/2" V I 1 I I I I I i 1 I I I 1 I 1 1 I 1 I I I LAVATORY I Y4 l 1/2" V 11 1/2n V 11 1/2n V 1 ( I / 1�ro V 1 / //2ro 1 V / 1/2 V I 11 1/2ro / /V I /2ro V 111/2 V 1 1/2" V 1 1/2 V I 1 1/2„ V I 11128 V I 5HOWER(BA5ED ON THE TOTAL FLOW RAET THROUGH 5HOWERHEAD5 1 FRZ. 1 1 1 i i I i i I 1 I AND 13ODY5PRAY5) I I I FLOW RATE: 5.7 GPM AND LE55 1 )� 1 I I I I I LAV 1 1 I LAY 1 LAV 1 I I I I I I/�}V MORE THAN 5.7 P6M UP TO 12.3 GPM 2 �IG I l I WGI MORE THAN 25.8 GPM UP TO 55.6 GPM 4 LAV I I I I LAV I I I I I 1 I MORE: THAN 12.3 GPM UP TO 25b GPM 3 SHWR l I l l/2" D hl ff5H G 1 15HWR 3" 5HWR I 3 I I 1ST FLOOR P3103.1 ROOF EXTENSION. 1 OPEN VENT PIPE5 THAT EXTEND THROUGH A ROOF SHALL BE TERMINATED NOT LE55 THAN 6 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" T2' INGHE5 (I52 MM) ABOVE THE ROOF OR 6 INGHE5 (152 MM) ABOVE THE ANTICIPATED 5NOW ACGUMULATION, WHIGHEVER I5 GREATER. G.O. j I 311 P3103.2 FR05T GL05URE. 3" WHERE THE Ll7.5-PERGENT VALUE FOR OUT5IDE DE516N TEMPERATURE 15 Ov8F OR LE55, Oro j VENT EXfEN5ION5 THROUGH A ROOF OR WALL 5HALL BE NOT LE55 THAN 3 INCHE:5 (16 MM) IN TO EXISTING 5AN/TARY DIAMETER. ANY INCREASE IN THE 51ZE OF THE VENT SHALL BE MADE NOT LE55 THAN I FOOT D/5P05AL 5Y57EM NE:N I EX 15r I NG (304.8 MM) IN51DE THE THERMAL ENVELOPE OF THE BUILDING. I CELLAR I=LUMOINO R15 R �/ C7RA M SC IALEE = N.T.5. SEAL REVISIONS/SUBMISSIONS: DRAWING TITLE: DATE: DESCRIPTION: ovo924 j//UED POR PIUnG PLUM151/yG RIDER DIAGRAM DOOR, WI/vow, FI/yl/�I & PLUMP�INGYCNr-DULU CAD FILE NAME: ml 2652 A-600 PROJECT TITLE: DATE: NSA PROJECT #: NEMSCHICK SILVERMAN ARCHITECTS P.C. the business of ARCHITECTURE." MITC�iELL R�/'IDE/1C�. 10/26/2025 25_2652 ......._...... ...................... ....ml - .. _..._..............._ _..._............._................... .............................................- --- , _ .. ................................ ... ......... _............... _.........- SCALE: DRAWING NO.: CUTCHOGUE, NY 1195E - A,/'NOTED eon 66 EAST MAIN STREET PATCHOGUE, NEW YORK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: — -() 00 Phone : 631 563 2130 Fax : 631 563 2139 www.nsarchitects.com ®COPYPoGHT 2024 NEMSCMCK SILVERMAN ARodTECTS P.C. 1000 109 OS 14.052 7f �s 50-3 Generated by REScheck-Web Software Compliance Certificate I,-L-24 -� Project Mitchell Residence ;f '�� Energy Code: 2018 IECC ; � Location: Cutchogue, New York }�� NO Construction Type: Single-family v 2�24 6 pl Project Type: Addition Climate Zone: 4 (5572 HDD) •��- { " Permit Date: ti{ �✓�` Dj �Ao Permit Number: `� ° i "'TL All Electric false Is Renewable false Has Charger false Has Battery: false Has.Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 765 Fairway Dr. Franklin Mitchell Raymond Nemschick Cutchogue, NY 11935 765 Fairway Dr. Nemschick;Silverman Architects Cutchogue, NY 11935 P.C. 66 East Main St. Patchogue;NY 11772 (631)563-2130 r.nemschick@nsarchitects.com Compliance: Passes using UA trade-off Compliance: 13:9%Better Than Code Maximum UA: 237 Your UA: 204 Maximum SHGC: 0.40 Your SHGC: 0.27 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requ.ire'ments. Envelope Assemblies Prop.Gross Area Cavity Cont. Prop. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 1,392 46.9 0.0 0.026, 0.026 36 36 Wall:Wood Frame, 16"D.C. 1,344 15.0 3.0 0.061 0.060 57 56 Door: Glass Door(over 50%glazing)SHGC: 0.25 174 0.180 0.320 31 56 Window: Metal.Frame 242 0.290 0.320 70 77 SHGC: 0.29 Floor:All-Wood joist/Truss 260 25.0 0.0 0.038 0.047 10 12 Project Title: Mitchell Residence Report dater 09/12/24 Data filename: Pagel of 2 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the manda ry requirements listed in the REScheck Inspection hecklist. *J-e-41 N me-Ti a Sig u Date �ED ERG' F Project Title: Mitchell Residence Report date: 09/12/24 Data filename: Page 2'of 2 503 L[-O - I�oacl MITC' NELL CON37RUCTION A/C � GENERAL NOTE5 CONGRETF FIN15H NOTES 1. ALL WORK 15 TO CONFORM TO THE RULE5 AND REGULATIONS OF THE 1. ALL CONCRETE WORK 5HALL CONFORM WITH THE REQUIREMENTS OF THE 4. BEAM CONNECTIONS 5HALL BE DE5/GNE9 TO WITHSTAND ONE-HALF THE 1. PAINTING OR INTERIOR FIN/5HlNG SHALL NOT BE DONE UNDER CONDITIONS LOCAL BUILDING DEPARTMENT AND THE N.r5. RE5IDENTIAL CONSTRUCTION AMERICAN CONCRETE INSTITUTE A.G.I. 9/0 LATEST EDITION. MAXIKH ALLOWABLE UNIFORM LOAD FOR THE PARTICULAR BEAM AND WHICH WILL JEOPARDIZE THE QUALITY OR APPEARANCE OF SIIGH WORK. CODE. NO N07E OR DETAIL OR LACK THEREOF SHALL BE CONSIDERED 2. CONCRETE CONTRACTOR TO 5ET AND PLACE FORM5 WITH 5TRICT SPAN CONDITIONS SHOWN OR THE LOAD INDICATED ON DRAW/N65, WORKMAN5HlP,WHICH I51ME9 LE55 THAN FIRST QUALI7Y BY THE A5 RELIEVING THE CONTRACTOR FROM EXECUTION OF ALL WORK IN ATTENTION AND CARE TO ALL DATUM, FLOOR AND GRADE E LEVAT10N5. WHICHEVER 15 GREATER ARCHITECT,WILL BE REx-cTB9. ACCORDANCE W/774 ALL STATE AND/OR LOCAL GORES. 3. CONCRETE PROTECTION FOR REINFORCEMENT SHALL CONFORM TO LATEST 5. WELDING SHALL BE IN ACCORDANCE WITH AW5 5PECIF/GATION5 U5ING 2. 5U6MIT COLORS TO THE ARCHITECT, FOR APPROVAL. 2. ALL ELECTRICAL WORK TO BE FIRE UNDERWR17ER5 INSPECTED AND A.C.I. 5PE61FIGATION. E70 XX ELECTRODES. APPROVED. SUBMIT CERTIFICATE TO OWNER UPON RECEIPT. 4 ALL TEMPERATURE REINFORCING 5HALL BE 5UFF161ENTLY EMBEDDED TO 3. PREPARE 5URFACE5 TO RECEIVE THE 5PECLFIE9 FIN15H. TAPE AND 5AND 5 ELECTRICAL CONTRACTOR TO VERIFY ELEC,TRICAL 5ERVICE AND PARCEL DEVELOP RILL 5TRENGTH IN ALL CONCRETEWALL5 AND 5LAB5. 6. ALL BOLT5 SHALL BE A577lf A 525N AND SHALL BE INSTALLED TO A 5mJG SMOOTH GYPSUM BOARD TO RECEIVE THE 5PEGIFIE9 FIN15H. PAINT GRADE 7b5 rAIRWAY PR. FOR ADEQUACY IN PROVIDING NEW ELECTRICAL INSTALLATIONS A5 5. PROVIDE ADEQUATE T1E5 FOR ALL 5TFF_L REINFORCED IN 5LAB5,BEAM5, CONDITION A5 DEFINED IN A15C 5PEGLFLCAT10N5• WOODAMK 5HALL BE HAND 5ANDED BE5iffN COAT5 AND DUSTED GLEAN. 5HOWN ON THE PLANS UPGRADE, 5ERV16E, METER AND PANEL. A5 MAY PIERS, AND WAL.L5, REINFORCED TO BE HELD AT CORRECT D15TANCE FROM ALL HOLE5, PITCH POCKET5 OR SAPPY PORTION5 5HALL BE 5CRAPE 9 AND BE REQUIRED 7. ALL kEL.DER5 5HALL BE CURRENTLY CERTIFIED THE FOLLOWING 5HELLACKED, FORMS AND EARTH BY STEEL CHAIRS OR TIES. CERTIFICATIONS ARE ACCEPTABLE: NEW PORK 5TA7E; NEW PORK CITY 4. ALL PLUMBING WORK TO BE IN 57PICT ACCORDANCE h17H N.K5. CODE 6. FOLLOW G.R.5.1. RULE5 FOR PLACING ALL REINFORCING 57EEL AND DEPT: OF BU/LDIN575, OR TESTING LABORATORY CERTIFICATION TO THE AH5 4 FILL CRACKS, HOLE5, IMPERFEGTloN5 IN EXISTING WALL5, PARTITION5, OR AND ALL APPLICABLE LOCAL REGULATIONS. ACCE550RLE5. CODE. GYP5VM BOARD WITH PATCHING PL.A57ER AND SMOOTH OFF TO MATCH TOW/1 oryoUTHOLP5 CONTRACTOR TO EFFECT AND MAINTAIN IN5UlRANGE, LE. CONTRACTORS 7. CONTRACTOR SHALL 50BMIT CONCRETE MIX REPORT WITH PAINTING ADJOINING 5URFAGE5 OR LAMINATE W/TH I LAYER OF 1/2"GYP5UM BOARD LIABILITY WORKMAN5 COMPE-N5ATION, COMPLETED OPERATIONS,ETC. COMPRE55ION TEST RESULTS TO ENGINEER FOR REV/EN PRIOR TO To ACHIEVE REQUIRED SMOOTHNESS,A5 PER ARCHITECTS INSPECTION. ADEQUATE FOR THE PURP0.5E5 OF TH15 PROJECT AND FM15H PROOF OF 5TARTIN57 FOUNDATION CON57RXTION. I. ALL 5TEEL AFTER FABRICATION 5HALL BE THOROUGHLY GLEANED OF RUST, 5 WIPE NEW GYF5tM BOARD 5URFAGE5 WITH A DAMP CLOTH 16T PRIOR TO SAME TO THE OWNER PRIOR TO COMMENCING WITH AORK. 6. REPRE5ENTATIVE 7E5T CYLINDERS SHALL BE TAKEN FROM 774E CONCRETE DIRT LOOSE MILL 5CAL-E,AND OTHER FOREIGN MATTER. AFTER GLEANING, APPLICATION OF THE PRIMED IN ORDER TO LAY FLAT ANY NAP WHICH MAY PLACED EACH DAY IN ACCORDANCE WITH CONCRETE 5PE61FIGATloNS 5TEEL SURFACES SHALL BE SHOP-PRIMED W/TN ONE GOAT OF METAL HAVE FORMED IN 5ANDING PROCESS. 6. EACH SUBCONTRACTOR SHALL SUBMIT A COPY OF HIS INSURANCE COVERAGE(WORKMANS COMPENSATION,LIABILITY,DISABILITY) TO TESTING T 7 AND 26 DAYS SHALL BE PERFORMED A PRIMER;AND ONE COAT COLOR TO BE 5ELEC7ED BY OWNER PAINT GOAT5 5HALL BE RILL NETTING,APPLIED THOROUr�t r AND EVENLY TO THE 6. UPON COMPLETION OF PAINTING WORK, REMOVE ALL PAINT FROM WHERE IT ABEREVIATION5 774E OWNER PRIOR TO COMMENCING WORK. EACH-gA%0NTRAGTOR 5HALL 9. ALL MESH 5HALL BE 5PLIGE9 50 THAT THE OVERLAP BETkEEN OUTERMOST 5URFAGE5,AND FREE FROM SPRAY DU5T RUN5 OR 5AG5 HA5 5PILLED, 5PLA5HED, OR 5PLAT7FRED ON EXPO5,E9 ADJACENT 5UBMIT LIEN R.EA5E5 PRIOR TO REQUESTING FINAL PAYMENT. CRO55 W/RE5 OF EACH SHEET 15 NOT LE55 THAN THE SPACING OF THE 5URFACE5 A. AREA QT r QUANTITY 7. CONTRACTOR SHALL AT ALL TIME5 PROCEED WITH WORK A5 TO MINIMIZE CRO55 W/RE5 P05 TWO IN6HE5, IINLE55 OTHERWISE 5HOWN ON 7HE 2 PRIMER SHALL BE RU5T-O-LRIM 1o69 RUST-INHIBITING PRIMER OR 511"MBOL D55CRIFTION 5YMBOL DE56R/PT/ON A.B. ANCHOR BOLT RAP. RADIU5 771E OWNERS INCONVENIENCE,AND SHALL DO 50/N A WORKMAN-LIKE DRAWING. APPROVED EQUIVALENT 5EWI'O GOAT SHALL BE RU5T-0-LBIM 1060, OR 7 EXAM/NE FIN15H 5UF'FAGE5 AFTER COMPLETION OF WORK INCLUDING A.G.I. AMERICAN R.D. ROOF DRAIN CONCRETE REGPT. RECEPTACLE MANNER lO. ALL FOUNDATIONS SHALL BE CAST ON L/ND1571IRB1=IJ OR CONTROLLED APPROVED EQUIVALENT. MILLWORK INSTALLATION AND PROCEED W/TN "TOUCHUP"A5 REQUIRED. INSTITUTE 8. ALL SALVAGEABLE MATERIALS AND EQUIPMENT INGLUD/NG FIXTURES 5E6TION Ti4G- 5EE A.D.A. AMERICANS WITH REINF REINFORCING COMPACTED SOIL HAVING A MINIMUM B1 ARING CAPACITY OF TYVO(2) TONS 8. PROVIDE ARCHITECT WITH A MlN/MUM OF(3)8"X lO"BRUSH-OUTS OF EACH RIRNISH/NGS AND DECOR I7EM5 SHALL BE STORED AND PROTECTED FROM 3. AFTER ERECTION, TOUGH LIP ALL F111D GONNEGTlONS AND ABRADED X ELEVA TION Ti4G- D15ABILITIE-5 ACT DN. DOWN DAMAGE UNTIL THE OWNER DETERMINES THE COUR5E OF ACTION TO BE PER 5QUARE FOOT UNLE55 OTHERWISE NOTED(SUB�GT TO FIELD 5URFA6E5 WITH SAME TYPE OF MATERIAL U5E9 FOR 5HOP COATING. COLOR AND FIN15H FOR ARGHITFGT5 APPROVAL,AT LE45T 2 WEEK5 PRIOR X-x DING. A't5 NOTED � 5EE DING. A5 NOTED ADH ADHESIVE .97L. DO°R TAKEN l�y/7715A14E INSPECTION AND VERIFICATION BY CONTRACTORJ. TO 517E APPLICATION. ON-517F APPLICATIONS SHALL BE REQUIRED ONE A.F.F. ABOVEWOOD WEEK PRIOR TO FINAL APPROVAL. ARCHI7ECT RE5ERVE5 THE RIGHT TO FINI5HE9 FLOOR DWG. DRAW/NC, q• FR07ECT AND MAINTAIN EX15TIN5 UTILITY LINE-5 WH/GH ARE TO //. MAXIMUM STEP OF FOOTINC75 SHALL BE ONE VERTICALLY TO 7NO AA916T ANY COLOR/FINISH ONCE 774E WALL TF5T H45 BEEN MADE. DlNLS. DOWFI.S ALT. ALTERNATE REMAIN 1N 5ERVIGE IN SUCH A MANNER A5 TO AVOID INTERRUPTION OF AL./ALUM. ALUMINUM EA. EACH THESE LINES. UNLESS OTHERWISE NOTED,ALL EXISTING UTILITIES SHALL BE HORIZONTALLYWHERE ELEVATIONS CHANGE. /. EUMBEk CBE ORI L URE O0 FB/q 75 P5/, FV= 95 q FIN15H UNDER5I9E OF 5OFF1T5(WHERE THEY OCCUR) TO MATCH ADJACENT FINl5H TA C-- 5EE FIN15H ANOD ANODIZED E.LFS. EXTERIOR x Ti4G- 5EE 17WG. INSULATION ALTERED, GAPPED, OR RELOCATED IN A MANNER APPROVED BY 774E 12. ALL RETAIN/NC,WALLS SHALL BE Al2EGXIA7FLY BRACED DURING VERTICAL FINISH, U.CI.NN, X-X LEGEND $ CEILING FIN. A.N.5.1. AMERICAN FIN15H 5Y5TEM GON5TRUCTION TO MAINTAIN 5AFE7Y AND STABILITY. BAGKFILLING SHALL 2. ALL 5TUD LUMBER 5HALL BE DOUGLA5 FIR LARCH 57UD GRADE, FB = 675 Ip INSTALL ELECTRICAL SWITCH AND OUTLET COVER PLATES SURFACE X-x A5 NOTED NATIONAL GOVERNMENTAL AUTHORITIES AND UTILITY GOMPAN/E5 HAVING J Rl5D16TION ELEG./ ELEG7RlG/-AL NOT BE PERMITTED UNTIL CONCRETE HAS ACHIEVER 90� OF 7TlE SPECIFIED P5/, F1/= q5 PSI,E_ 1,400,000 P5/, MAXIMUM MOISTURE GONIFIVT�19�. LEGEND 5TANDARD5 ELECT 50 A5 TO GUARANTEE A COMPLETE INSTALLATION. DE5/GN 57RENG7N HARDWARE,ETC.,AFTER PAINTING AND/OR APPLICATION OF HALL INSTITUTE FEV•�• ELEVATION APPROX. APPROXIMATE ll. CONTRACTOR SHALL PR07£GT, PATCH AND REPAIR ALL EXISTING WORK 3. ALL WOOD GONSTRGLTION SHALL GOMPLYWl774 774E IVATION.AL DE5/GN GOVERlNG5 AND CARPET. PLUMBING ENG. ENGINEERED ADJACENT TO HI5 WORK, OR DAMAGES A5 A RE5UL T OF HI5 WORK 15 ALL CONCRETE 5HALL ATTAIN A M/N/MUM 57RENGTH OF 3000 P51® 28 ARCH. ARCHITECT/ - 5PEGIFICATION FOR WOOD CON51RZTION LATEST EDITION. ELEVA't TION x_X A�GGE550RIE5 TANG- -URAL EQ. EQUAL WHERE EX15TING MATERIAL5 ARE TO BE MATCHED, CARE 15 To BE DAYS FOUNDATION, 5LAB5 ON GRADE AND CONCRETE EXPOSED TO Il. MODIFY EXISTING FLOOR SURFACES, TO RECEIVE NEW FLOORING MATERIALS BENCHMARK 5EE_ A't66E550RIE5 AVG. AVERAGE EQUIP. EQUIPMENT TAKEN IN BLENDING COLORS AND REPLICATING ADJACENT FORM5 AND WEATHER SHALL BE AIR ENTRAINED. 4. ALL WOOD EXP05a? TO hEATHER 5HALL BE GCA TREATED IN TO PREVENT NOTICEABLE LU4P5 AND DEPRESSIONS. B.O. BOTTOM OF ETC. ETCETERA GONTOW5• ACCORDANCE WITH AFPA STANDARDS. 12 PAR TITION5 AND MILLLWORK TO RECEIVE 5TRA/GHT RE51L1ENT BA5E OR LEGEND BD. BOARD EX15T. EX15TIN5 14. ALL CONCRETE REINFORCING 57E EL SHALL BE IN ACCORDANCE WITH A57M BLDG. BUILDING I2. BEFORE 5/BM/TYING ANY PROPOSAL IT SHALL BE 774E RE5PON5/BlL1TY CARPET COVE RESdLl1-7dT BASE AT RESILIENT FLOORING. U.O.N. EXP. EXPOSED A-615 GRADE 60 DEFORMED BARS 5. ALL WOOD CONNECTORS 5HALL BE BY '51MP50N' "7FC0; OR B.F.P. BACK FLOW FACT. EAR/OR OF THE CONTRACTOR TO FAMILIARIZE HIMSELFW/T74 ALL EXISTING ROOM ROOM NUMBER EXTERIOR FIN15H TA C7- BACK FrOR F.D. FLOOR DRAIN CONDITIONS, MATERIAL TO BE MATCHED,WORK/NC,5FAGE AVAILABLE, 15. WELDED WIRE ME5H 5HALL BE IN ACCORDANCE W/TN A5TM A-165 APPROVED EQUAL. 13. STAINED AND PAINTED SURFACES SHALL BE FINISHED SUCH THAT JOINTS ❑X 5EE EXT. MATERIA�L BLK. BLACK FDN. FOUNDATION 5AFE7Y PRE5AUTION5,ETC. REQU/RED FOR THE SAFE AND EXPEDITIOU5 6. MEMBER5 DE516NATED A5 "GANG LAM"OR "LAM/NOTED VENEER LUMBER"OR ARE NOT V151BLE WHEN VIEWED FROM ANY REASONABLE ANGLE. XXX TANG BLKG. BLOCKING FIN. FIN15H EXECUTION CF T74I5 CONTRACT. FAILURE TO Do 50 WILL NOT BE 16. ALL STRUCTURAL MEMBERS 5HALL BE POURED FOR THEIR FULL DEPTHS IN " r� LEGEND/5/TE BRO. BEARING FIXT. FIXTURE GAllSE FOR E>CTR.a+ G05r5 TD THE OWNER OR OWNERS REPRESENTATIVES ONE OPT=RATION. GON57RUGrlON JOINTS SUGN AS A DAYS POUR JOINTS LW- SHALL BE MAM FAG7U l,v„GGORDANGE WITH 5PECIFlGATION5 BY 14. WALL COVERING 5EAM5 5HALL NOT OCCUR AI THIN l-O„OF GORNER5. BTM BOTTOM FLR. FLOOR CONTACT THE ARCHITECT 1MMEDIA7FL.Y IF FIELD CONDITION5 ARE SHALL BE LOCATED IN THE MIDDLE OF THE SPAN, MAIN REINFORCING TO LOUI51ANA PACIFIC, CORP. NO 5�05TITUTE5 5HALL BE PERM/TIED W/7740UT APPLY FABRIC 50 WALL 15 DIVIDED W/7H A MINIMUM NUMBER OF 5EAM5, DOOR TANG-"- PROP05ED HALL5 BTN BETYEEN FRZ. FREEZER FOUND TO BE OTHER THAN 77405E SHOWN HEREON PR/OR TO PROCEED/NC, RUN THRG'UGH THE JOINT,, KEY AND Rob&EN JO/NT5 TO EXPOSE 171E ENG/NEER5 APPROVAL. DE5/0N 5TRE55E5 ARE A5 FOLLOWS: FB = AND W/TN EQUAL W/1DTH PANEL5, uow GAB. CABINET FT. FEET/FOOT 2,95OP5I, FV=290P51,E= 2,000.000P51 56HEDULE REFER TO FLOOR FTC. FOOTING WlT7l WORK AFFECTED BY SAME AGGREGATE FOR CHEMICAL BOND 15 LOCATE INTFR5EGTNON5 OF DIFFERENT FLOOR FIN15H MATERIALS DIRECTLY O C.G.F. COMPACTED CA. GAGEGUAGE DOOR 56HD. P!_AN5 FOR 51ZE GRANULAR FILL GAL. GALLON 13 CONTRACTOR 5HALL VERIFY ALL DIMENSIONS PRIOR TO /I NO HORIZONTAL JOINTS SHALL BE PLACED 1N WALLS EXCEPT A5 5HOWN ON 7. THE ARCHI7ECT 5HALL PROVIDE CALCULATIONS TO THE CONTRACTOR FOR UNDER CENTER OF DOORS, u.O.N. G.J. GQ GALV. GALVANIZED NTROL JOINT FABRICATION. 774E DRAWINGS VERIFICATION OF LOAL25 AND BL AM 51ZE5 W/7H MFR. PRIOR To ORDER/NC, PROPOSED DOOR G.L. CENTER LINE G.G. GENERAL 14. D15GREPANGIE5,ERROR5, OM/5510N5, ETC., IN ANY PORTION OF THE �WITHOUT THE APPROVAL OF 774E ENGINEER. AND MAMIFAc771RE NOTIFY ARGNl7ECT OF ANY Dl5CREPANG/E5, IN WRITING, 16• SUBMIT CARPET SEAMING PLAN(FOR BROADLOOM EC TO ARCHITECT PRIOR TO GLG. GE/LING CONTRACTOR DRAW/NG5 WHICH ARE AT VARIANCE WITH THE LAW OR91NANGE5, RULE5 /6. MAXIMUM LENGTHS OF FOWPATION WALL POW 1N ONE OPERATION 5HALL 5HOULD THERE BE A PROBLEM. ORDERING AND AT LEA 5T(4)WlfK5 PRIOR TO INSTALLATION FOR WINDOW TA C7- REFER TO FLOOR GLoa CLOSET GD. GRADE ARCH17ECT5 REVIEW AND APPROVAL. OX GL2 CLEAR GL. GLA55 OR REGULATIONS BEARING ON THE GOND/GT OF THE I10RK SHALL BE BE NO MORE THAN 7YV0 GONSEGUT/VE GOLI/MN D/M. OR 60 FLfT. 5GHEDULE � PLAFNS A4ND SGHED. COL. COLUMN GYP. GYP5uM REPORTED PROMP7L.Y TO 774E ARCH/7FGT. 8. THE CONTRACTOR SHALL BE Rt�:ONS/BEE FOR GOORD/HAT/NC,ALL ONG. CONCRETE H.G. HANDICAP lq CONCRETE GONTRAGTOR TO BE RESPONSIBLE FOR SETT/NC,ALL ANCHOR ��1�1N5PEGTlON5 OF THE ROUGH AND FINAL FRAM/NC, 17. METAL DOORS, CONVECTOR GONERS, FRA14E5 AND WALLS AS SPECIFIED, DOOR 56HD. FOR SIZE G GN5. CO�IT HAN CAP E 15 IF CONDITIONS ENCOUNTERED DL/R/NG CON57RUCTION DIFFER To RECEIVE A PAINT FIN15H 5HALL BE PAINTED A5 FOLLOWS: BOL 75 LEVEL PLATF5.AND LE CONN. CONNECTION H.G. HOLLOW CORE FROM WHAT 15 5HOWN ON DRAW/NG5, T74E ENGINEER SHALL BE q• REFER TO DRAW/NC,65 2 FOR DE51GN LOAD5. GYPSw. PROP05ED CON5T. GON37RXT10N HH.D. H16H DR HEADER 51TY NOTIFIED IMMEDIATELY AND WORK 5HALL NOT PROGRESS UNTIL 20. PROVIDE CONr1NU26 2x6 TREATED 5ILL PLATE OVER 7ERM17E SHIELD FIRST GOAT LATEX PRIMER 0 x REVISION ,Tf1G o CONT. CONTINUOUS ALL PROBLEMS ARE RESOLVED TO THE 5AT15FAGTION OF THE TIED INTO FOUNDATION WALL5 WITH 5/6"ANCHOR BOLT5 3'-0"o.c. (/'-0" l0 ALL CONGEALED 5PAGE5 IN WOOD FRAM/NC,SHALL BE FIRE5TOPPED WITH SECOND GOAT. LATEX EGGSHELL > FIXTURES FOR GON7R CONTRACTOR HOW. HARDWARE ENGINEER. WOOD BLOCKING ACCURATELY FITTED TO FILL THE OPEN/NC,AND ARRANGE? THIRD GOAT LATEX EGGSHELL � FUTURE G.T. CERAMIC TILE HDIN/7. HARDWOOD MAX. FROM ALL CORNERS)W/7H 10"min 17�181.70MENT. PROVIDE SILL TO PREVENT DRAFTS FROM MOVING FROM ONE SPACE TO ANOTHER G.T CERAMI, TILE H.M. HOL O MET 16. ALL 5UBGONTRAGTOR5 SHALL BE RE5PON51BLE FOR FILING AND 5EALER AND GROUT SILL PLATE To WALL. METAL DOORS FRAIMES: GONVEGTORS: GO GTOR 5) F/R5T GOAT: LATEX METAL PRIMER SPECIE/CATION � �/�T OBTAIN/NC,APPROVALS FOR THEIR WORK WH/GH MAY BE REQUIRED. ZI• FLOOR 5LAB5 ON GRADE TO BE 4"POURED CONCRETE W/TiI 6x6/L4X1.4 GA. ll. PROVIDE BRIDGING 8'-O"o.c. MAX(SOLID OR GRO55 BR/DGING� SMOKE s CARBON MONOXIDE INSTITUTE RVA.G. HEATING, l7. ALL 5UB60N7RACTGR5 5HALL PROVIDE ALL EQUIPMENT, TOOL5, FENGE5, WIRE REINFORCING AND 5TEEL TRO{EL FIN15H. PROVIDE I/2" 5EGOND COAT. LA7EX SEMI GL055 ENAMEL DETECTOR: SMOKE ALARM.- CU CUBIC VENTILATION,AIR TRAN5PORTATION, 5AFEGUARD5,ETC., A5 REQUIRED FOR THE PROPER P�MG'ULDI�EXPANSION JOINTING AT FLOOR SLAB AND FOUNDATION l2. NOTCHES OR HOLES FOR PIPING ETC. IN STRUG7UR4L FRAM/NC,I�EMBIT�S THIRD GOAT' LATEX SEMI GL055 ENAMEL INTERCONNECTED 5MOKE INTERCONNECTED SMOKE DEL• DOUBLE CONDITIONING EXECUTION of THEIR WORK.DEG. DEGREES LG. I50L.A7F9 GROUND /6. ANY DEVIATIONS FROM 774E ARGHl7FGT5 DRAW/NG5 MUST BE SI/BM/7TED WALL. PROVIDE 2"(R-l0 min)RIGID INSULATION 2'-O"EACH WAY (I:OR SHALL NOT BE FERMI 7ED 15. PAINT SHALL BE LATEX- INTERIOR F1N15HE5 TO GOMPLYWITH LOCAL 5/Go CARBON MONOXIDE ALARM5 ALARM HA'tRDWIRED TO D/A. DIAMETER IN5HE5 TO THE ARCHI7ECT 1N ARITING FOR APPROVAL. HEATED SPAGE5). BUILDING CODE AND 5HALL BE INTERIOR FINISH CLA55 G FOR CORRIDORS DIM. DIMEN51ON INCL. INGLUDE/ED 13. DOBLE J0/5T5 UNDER ALL PARTITIONS RUNNING PARALLEL WITH 774E J015T5 AND ROOMS. HA'rRDWIRE� TO UNINTERRUPTED UNINTERRUPTED PRIMARY INSUL. INSULATION INFO. INFORMATION l9. EACH CONTRACTOR AND 5LB6ON7RACTOR SHALL BE RESPONSIBLE FOR 22 ALL 5LAB5 ON GRADE SHALL HAVE TH16KEN1N55, DEPRE55/ON5, PRIMARY POWER IN/UL217 POWER lN/UL2/7 LISTING /NT. INTERIORIN577- INSTALLATION/ MAINTAIN/NC,SAFETY ON THE JOB 517E DURING THE GON5TRU6TION OFEN/N55,ETC.,A5 REQUIRED OR A5 5HOWN HEREIN OR ON 14 ALL FLOOR AND 5KYLlGHT OPENINGS ARE To BE FRAMED WITH DOUBLE lq INTERIOR FIN15HE5 SHALL BE CLA551FIED IN AGGORDANGE HITH 5URFAGE INSTALLED UL2034 LISTING J-BOX ,,UNCTION BOX REQD �/� PHA5E TO GOMPLYWITH THE REGULATIONS AND REQUIREMENTS OF THE ARCHITFCTI/RAL DRAW/NG5 HEADERS AND TRIMMERS, FULL KJOINED WITH 5TEEL BRIDGE5 OR "7EC05". FLAME RATINGS. ALL FIN15HE5 IN THE FROPo5ED AREA TO BE INTERIOR J5T. J015T OCCLFAT/ONAL SAFETY AND HEALTH ADMIN157RATIOM TH15 SHALL FIN15H GLA55 B. FlNl5HE5 MATERIAL 5HALL HAVE FLAME-SPREAD RATING JT JOINT RM. ROOM 23. PROVIDE PG'GKET5 IN WALL FOR COLUMNS BEAM5 AND 5LAB5. R.O. ROUGH CREN/NC, INGL(/DE,BUT ARE NOT LIMITED TO: PROVIDING ALL NECESSARY M/N/MUM BEARING ON WAL.L5 OR BEAM5: W"FOR 5LAB5, 6"FOR BEAM5, 15 TO ELIMINATE THE HAL4RD OF MOISTURE CONDENSATION IN GOLD WEATHER, OF 26 TO 75 SMOKE DEVELOPED RATING OF GLA55 B. IN. �Ll TEMPORARY SUPPORT5 AND BRACING A5 MAY BE REQUIRED PRIOR TO AND TO PERMIT THE E5CAPE GF HEAT 1N HOT FATHER VENTILATION OF 1 1 LAM. LAMINATE R.T.U. ROOF TOP UNIT U.O.N. LAV. LAVATORY 5AN. 5AN/TARY THE THE INSTALLATION OF NEW 5TRUG711RAL EL.EMENTra,,A5 kHL A5 ATTIC AND CRAWL 5PAGE5 /5 REQUIRED. BLOCKING AND BRIDGING SHOULD 20. ATTACHMENT AND ADHESIVES FOR INTERIOR LG'GATlONS,WHICH WILL LBS. PGN/NDS S.G. 50LID CORE A06QUATE AND PROPER BARB/GADE5, RAIL/N65,LIGHT/NC,, 5TA/R5,ETC. 24. TOP ELEVATION OF 5LAB5 SHALL VARY ACCORD/NC, TO FIN15H FLOOR BE ARRANGE 9 50 A5 NOT TO/ly'Tt=RFERE W/TN THE MOVEMENT OF AIR. PRODUCE PRODUGT5 MORE TOX/G THAN TH05E GIVEN OFF BY WOOD OR G / G VENTILATION FROM SECTION OTHERS FROM/5CHD. 5CHEDULE REQUIRED TO FR07ECT THE WORKMAN, OWNERS PER5�ONNEL AND MATERIAL. 5EE ARCHITECTURAL DRAW/NG5. PAPER WHEN DECOMlPO5/NG OR BURNING WILL BE REJECTED. / L.F LINEAL FOOT T. MIRY ME TO CONSTRICTION WORK. PROVIDE FREE . GS SHALL HAVE CONTINUOUS G5-/00 - G1=N1=RA41. NOTES, L1=GFNDS, DRAIN/NC, L/5T �" A�BBRFV/A�T/ON5 L.P. LOW POINT 5EC 5F. SQUARE FEET AND SAFE PASSAGE FOR PERSONS TO AND FROM AREAS AND 25 LN ANY AFr'ROVED GON57RUGT/ON JOINT, PROV/DE 2'X 4"KEY M/N. Al�/D 24 I6 ALL CATHEDRAL CEILIN 2L ALL NEW OR MODIFIED GONSTRI/GT/ON SHALL BE F/N/SHED A5 PER OWNERS MA7L. MATERIAL BAR DIAMETER LAP(l6"MIN)OF REINFORCING,EXCEPT FOR 5LAB5 ON EAVE5 TO RIDGE. 51ZE IN5ULAT/ON ACCORDINGLY. PROVIDE 3/4"d/a. VENT 5ELE5TION5 IN ACCORDANCE W1TH MAMIFAGTURER5 PUBLISHED G C G T MAX. MAXIMUM 5HT. 5HEET FACILITIES WHICH ARE TO REMAIN HOLE5 A5 NEEDED THRU 9KYL16HT FRAM/NC, TO MAINTAIN CONTINUOUS PP-l00 - PROP05=D MEW MECHANICAL 5/M. 51MILAR GRADE 5PECIF16ATION5. LOT PLAN MFG. MAMIFAGTURER 5M. 5HALL 20. FIGURED DIMENSIONS 5HALL GOVERN SMALL 5CALE DRAW/N65 WHERE VENT/LATION. A�-I00 - CELLAR REMOVAL PLAN � MIN M/N/MUM SPECS 5PECIFICAT10N5 DIMENSIONS ARE E57ABLl5HED BY CONDITIONS. IF E X/5T1NG,EACH 26. SLAB ON GRADE SHALL BE POURED IN STRIPS G'-ON IN I T ER DI CONTROL r M/5C. M/5GELLANEOU5 50. SQUARE CONTRACTOR SHALL MEASURE EX15T1NG CONDITIONS PRIOR TO ORDERING -b/NT5 SHALL HAVE A MAXIMUM SPACING OF 30-0 /N EITHER DIRECTION. l7. DOUBLE JOISTS UNDER ENTIRE BATHROOM AREA UNLESS OTHERWISE NO1FD A-I0I - F/R5T FLOOR REMOVAL PLAN MM. MILLIMETER 50 FT 56UARE FEET MATERIALS AND GOMdMENGING W/TN WORK. MAXIMUM AREA OF POW SHALL BE 2700 50 FT _ M.R. M015T Z RE 55., 5/5 5TAINLE55 5TEEL 0 774E CONTRACTOR 5HALL IN60RPORATE ALL REQUIRED STRAPS,ANGL E5, A�-IO2 - PROP051_D CELLAR FLOOR $ FOUNDATION PLAN RE5I57ANT 57D. 5TANDARD 21• GENERAL CONTRACTOR AND HI5 5U95 ARE RE5PON5/BLE FOR ALL LAY- 27. ALL WALL AND PIER FOOTINGS SHALL BE M/N/MUM 12" THICK AND PROJECT TLE5, 5UPPORT5,ETC. A5 MAYBE REQUIRED)FOR PROTECTION OF 5TRUGTURE MID. MGN/N7ED 5TL STEEL OUT hORK, INCLUDING 5PECIFIE9 LAY-OUT DRAW/N55 A5 REQU/RED. 6 M/N/MUM BEYOND ALL FACES OF WALL5 AND PMER5 UNLE55 OWERN15E FROM FORGE5 OF NATURE. TH15 INCLUDES: ROOF TO ROOF-; ROOF TO WAL.L5, A�-103 - PROP051=D F/R5T FLOOR PLAN MIL.. METAL _ GENERAL CONTRACTOR SHALL COORDINATE RESPECT/VE 5UBCON7RAGTOR5 NOTED N.I.C. NOT IN CONTRACT STRUGT. 57RlIGTURE/-AL WALLS TO WALLS AND WALLS TO FOUNDATION. T74E5E FASTENERS/T/E5 -104 - PROP051_D ROOF PLAN NOM. NOMINAL 5UPPL. 5UPPL Y/-LED sd A5 NOT TO GAUSS UNDUE HARDSHIP,DIIAY AND INTERFERENCE W/TN 5HALL BE A5 MFRV BY 5IMP50N OR APPROVED EQUAL. y NOAW.. NUMBER SUSP. 5U5PENDED CONDUCT OR WORK. 28. GRG'UT 115E D SHALL BE NON-FERROUS NON-SHRINK GROUT BY IN-PAKT AND A�200 - PROP051=D 1=L1:VAS TONS 5HALL ATTAIN A 5TRENGTH OF 4000 F51 IN 7 VAY5. _ N.S.F !���N � ��ELT 22. CONTRACTOR TO REMOVE ALL D1BRl5 CREATED BY TH/5 WORK FROM THE 19. ALL FASTENERS FOR PRE55U/RE TREATED Ll1MBER TO BE HOT GALVAN/ZED. A�20I - PROP051'D ELEVA�T/ON5 517E AND 915P05E of IN A LEGAL MANNER ON A WEEKLY BA5/5 OR 2q ALL SLAB TEMPERATURE REINFORCEMENT TO BE FIBERME5H CONCRETE _ FOUNDATION T$& TOP � BOTTOM 50ONER 1F CONDITIONS WARRANT. REINFORCEMENT A5 MANUFACTURED BY FIBERME5H CO. OR APPROVED A�-300 - PROP051=D 51=GT/ON Q N.T.S. NOTOVER To SCALE TAG TONGUE � GROOVE EQUAL. M/X/NG AND PLACEMENT SHALL BE IN ACCORDANCE To / O.A. OVER ALL 7FMP TEMPERED 23. AT 774E COMPLETION OF hORK, THE 517E l5 To BE CLEARED OF ALL A�-30/ - PROP051=D 51=GT/ON O.G. ON CENTER 7YP 7YP/C,AL, MANUFACTURERS SPEGIFIGATIONS. .. OPNG. OPENING U.L. UNDER RITER5 DEBR/5 AND EX6E55 MATERIALS. THE FACILITY 15 TO BE LEFT BROOM A-302 - PRO 051.D 547CT/ON OPT. OPTIONAL LABORATORIES GLEANED AND WORK 15 TO BE COMPLETED TO THE TOTAL 5AT15FA6TION oPP OPPOSITE W. ULneaVIOLET OF THE OWNER PRIOR TO RELE45E OF FINAL PAYMENT. STEEL 60 - DOD IN ND 1N MB/NC, 5 BD FL. PLATE V. VOLT/1/OLTAGE 24. THE HA5 NOT BEEN RETAINED FOR ADMIN15TRATION OF THE I, ALL 5T1 fL FABRICATION AND ERECTION SHALL CONFORM TO A156 A�- PL G L1=5 2 PLM0 PLUMB/NC, VB. VAPOR BARRIER CONSTRUCTION OF 7H15 PROJECT. 5PECIFICAT/ON5 FOR STRUCTURAL 5TEEL,LATEST EDITION. A-60I - PLUMBING R15ER D/A ORAM PLYW17. PLYWOOD V.P. VENT PIPE 25 CONTRACTORS 5HALL GOOPERATEW/TN ALL OTHER 7RADE5 AND WHERE PNL. PANEL VERT. VERTICAL 2 ALL 5TRUGTURAL 5TEEL SHALL BE A5 TM A-36,EXCEPT 5TRX TURAL TUBE SEAL: �- REVISIONS/SUBMISSIONS: DRAWING TITLE: 2 PR. PAIR W�WAo lN/TH/W/TIIOUT REQUIRED INSTALL ALL BUILT-IN MORK, 5LEEVE5, IN5ERT5,ETC.,A5 RED n4pe DATE: DESCRIPTION: WH/GH 5HALL BE A5 TM A500 GRADE B. AND 5TRIGTURAL PIPE WH/GH SHALL �'t PREP. PREPARATIOW REQUIRED FOR A COMPLETE JOB. �5 tzo I1/D. WOOD BE A5TM A501. K� �� OSo 01/09/24 vmrp FoR rLOG GE/`I1.RAL NOT LLGE./`12 PREPARED t4i �� ti 03/0b/24 YJULP roa co/9/r�ucTlon f' WOW. WINDOW 26. 5EE N.Y.S BU/lLD/NC,GONSTRIAGTION GODS MANUAL FOR REQUIRED WOOD DRAWING L AND f�P�P�REVI�TION/ P.5.F POUND5 PER c Q' �-A 04/04/24 REV00/9 1 SQUARE FOOT HH. WATER HEATER FRAME NAILING 5CHEDILE 3. ALL 5TRUG7URAL. 57EEL USED A5 EXTERIOR WALL LINTEL5 SHALL BE r'r = 09/26/24 R�V�ON 2QQ WP. AA-TER PROOF GALVANIZED. P.5.1. POUND5 PER I✓VT INSIGHT ct ' SQUARE INCH PT. PART/f'O/NT H.H.F. WELDED HIRE 9 o.629, 2 CAD FILE NAME: T '�O PVMT. PAVEMENT FABRIC NJtl 2652_U-100 PROJECT TITLE: DATE: NSA PROJECT #: I�EMSCHICK SiILVERMAN /�-ARCHITECTS P.C. MITC�ELL RF/IDENCE 10/26/2025 25_2652 ".. .the business of ARCHITECTURE." --- ---- ---------- --------- ..... ..._......... ........................ ........................... ......_... - -------------------------- ---_._...........................................-..... ...... - ------------------------------------- ....... .. ........................ -............... _...... _..... _.._._...... _ --..____..��. -- -- __� ___ .._�._ ---- - _....__._.._... -- - - ---------- -- -- ...----_..........._.-- _ _ SCALE. DRAWING NO - FAIRWAY PR. S E U CUTCHOGUE, /V 119-55 66 EAST MAIN STREET A /lOTr-U PATCHOGUE, NEW YOLK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: UU , Phone : 631 563 2130 Fax : 631 563 2139 www.nsarchitects.com o COPYRIGHT 2024 NEMSCHICK SILVERMAN ARCHITECTS P.C. 1000 109 05 14.052 Z/ cj i CLIMATIC AND GEOGRAPHIC, DE51GN CRITERIA OF THE TOWN OF SOUTHOLD TABLE 602.30) FA5TEN1NG 5GHEDULE TABLE 602.50) FA5TEN1NC6 5GHEDULE NAILING I$ 5TRAPPING AT PER 2020 RESIDENTIAL GORE OF NEW PORK STATE TABLE R3012 (I) ITEM DESCRIPTION OF NUMBER AND TYPE 15PACIN6 AND ITEM DESCRIPTION OF NUMBER AND TYPE SPAGIN6 AND EXTERIOR WINDOYV / DOOR HEADERS NOTE: GROUND WIND DE5I6N SEISMIC SUBJECT TO DAMAGEWIND ICE BARRIER FLOOD AIR MEAN NAILING 5GHEDULE:FROM BUILDING ELEMENTS OF FASTENER LOCATION BUILDING ELEMENTS OF FASTENER LOCATION ALL 5TRAPPIN6 TO BE 1-I/4"x20 6AU6E STEEL SNOW 5PE& TOPOGRAPHIC, SPECIAL WIND WIND-BORNE m DE516N WEATHERING FR05T LINE TERMITE` DESIGN UNDERLAYMEN HAZARDS FREEZING ANNUAL ROOF WALL GONTINUED OR 'SIMPSON'EQUIVALENT-C520(COILED STRAP) LOAD (MPH) EFFECTS REGION DEBRIS ZONE CATEGORY DEPTH TEMP REQUIRED INDEX TEMP 4-8d box ROUGH OPENING REQUIRETIENTS FOR WINDOW OPENINGS 3-8d box (ALL STRAPPING TO 5 BE SEE PLAN�i SEE PLANS SEE PLANS TO SEE PLANS SEE PLANS SEE PLA SEE PLANS SEE PLANS (2 Y" x 0.113")• or (2 y2" x 0.113")• or NOTATION INSTALLED PRIOR TO SHEATIN6) 25 P5F 128 MPH B SEVERE 3 FT• I BLOCKING BETWEEN CEILING JOISTS 3-8d common EXAMINER EXAMINER EXAMINER IEAW EXAMINER EXAMINER EXAMINER EXAMINER EXAMINER WY common opENi}�, A B G D E OR RAFTERS TO TOP PLATE (2�" x 0.131")• or TOE NAIL (2 y2" x 0.131"); or 2'-0" 2 (I)2x4 I I I 3-IOd box WIND-BORNE DEBRIS PROTECTION FASTENING NOTE: FOUNDATION ANCHORAGE NOTE: LIGHT AND VENTILATION REQUIREMENTS (3" x O.I28"); or 3-lOd box 6-0" 4 (I)2X4 2 2 2 3-3' x 0.131 Halls (3" x 0.128"); or D ° SCHEDULE FOR WOOD STRUCTURAL PANELS PER 2020 RESIDENTIAL CODE OF NEW YORK STATE PER 2020 RESIDENTIAL CODE OF NEW YORK STATE 3 staples, ' crown I6 6-0 b (2)2X4 OR(1)2x6 3 3 3 PER 2020 RE51DENTIAL CODE OF NEW YOIZK STATE TABLE R301.2.1.2 SECTION R403.1.6 SECTION R305 4-8d box �: 1 5/4" Ion 01- " 8 (2)2X4 OR(U 2X6 3 3 3 TYP.PROVIDE RAFTER TO (2 y" x 0.113")• or I X 8 AND WIDER SHEATHING TO 20 FACE NAIL 10'-0" 10 (2)2x6 4 4 4 KING ATTACHMENT WHEN EACH BEARING Wider than I x FASTENER 5PAGIN6 3-8d common I21-o' 12 (2)2X6 5 5 5 C E ALIGNED OR RAFTERS AND WOOD SILL PLATE SHALL BE FASTENED TO THE I. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH PER JOIST, 4-8d box FASTENER 4 FooT 6 FOOT 2 CEILING JOISTS TO TOP PLATE (2 y2" x 0.131"); or TOE NAIL (2 y" x 0.113")• or NOTATIONS: B KIN65 TO PLATES TYPE PANEL SPAN <:P4 I SPAN <PANEL SPAN FOUNDATION WITH ANCHOR BOLTS. BOLTS SHALL BE A AGGREGATE GLAZING AREA OF NOT LESS THEN 8 3-10d box < 4 Fool <_ 6 FOOT <_ a Fool MIN. I/2 IN DIAMETER AND SHALL EXTEND A MIN. OF 'I PERCENT OF THE FLOOR AREA OF SUCH ROOMS. 3-8d common A.NUMBER of 8D NAILS AT EACH END OF 5TRAPPIN65 (3" x 0.128"); or INCHES INTO MASONRY AND/OR CONCRETE, SPACED A 2. A MINIMUM OPENABLE AREA TO THE OUTDOORS 3-3 x 0.131 nails (21 x box or B.NUMBER OF FILL STUDS 6H K THE FLAT(DOES NOT APPLY TO DOORS) #8 WOOD SCREW BASED 3-IOd box ANCHOR WITH 2-INCH Ib 10 8 MAX. OF b FEET ON CENTER AND LOCATED WITHIN 12 SHALL BE 4 PERCENT OF THE FLOOR AREA BEING 4-I0d box „ G.NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF FADER EhIBWI E T LENISTH CEILING L RAFTER, NOT ATTACHED TO „ 4 x 0.128 " r D.NUMBER OF 160 NAILS END-NAILED THROUGH ADJACENT KIN6 STUD Rio WooD SCREW BASED INCHES FROM THE END OF EACH PLATE SECTION. A NUT VENTILATED. (3 x 0.128 )• or 4 stop les, I" crown 6 F ° AND WASHER SHALL BE TIGHTENED ON EACH BOLT TO 3. BATHROOMS, WATER CLOSET COMPARTMENTS AND 3 PARALLEL RAFTER, LAPS OVER 3-I6d common FACE NAIL p �, END OF HEADER AT EACH SIDE ANCHOR WITH 2-INCH Ib" 12" q" PARTITIONS (SEE SECTION R802.5.2 a., I /4 long EMBEDMENT LEN6TH THE PLATE AS PER 2020 RESIDENTIAL CODE OF NEW OTHER 51MILAR ROOMS SHALL BE PROVIDED WITH (3 5" x .151" )• or E.NUMBER OF JACK 5TUD5 5) EACH END OF HEADERS 1/4-INCH LA6 SCREW YORK STATE. AGGREGATE GLAZING AREA IN WINDOWS OF NOT LESS AND TABLE R802.5.2) FLOOR 4-3" x 0.131 ' nails (ASSUME DOUBLE HEADERS) 4-8d box BASED ANCHOR WITH l6 I6 Ib THAN 3 SQUARE FEET ONE HALF OF WHICH MUST BE GEILING JOISTS ATTACHED TO PARALLEL (2)2" x 0.113")• or F.NUMBER OF 160 NAILS END-NAILED 14ROU&H ADJACENT JACK STU05 JACKS AND KIN65 AS 2-INGH EMBEDMENT LENGTH TO END OF 51WS)AT EACH 51M(DOES NOT APPLY TO DOORS) A. THII5 TABLE 15 BASED ON 180 MPH ULTIMATE DESI&N FUND 5FEED'y_v.,AND A 55-FWT hEAN ROOF HEIGHT. OPENABLE. RAFTER (HEEL JOINT), (SEE SECTION 3-8d common B. FASTBaRS SHALL BE INSTALLM AT 0"MIN6 ENDS OF THE worm STRUCTURAL FMEI_ 4 R802.5.2 AND TABLE R802.5.2) Table R802.5.2 FACE NAIL SHOWN TYP..DETAIL® LEFT FA5TMat5 SHALL BE LOCATED NOT LESS THAN I INCH I"TIE EDGE OF THE PAPEL. C. AW+M SHALL FEWMATE n�ou6H T�MMOR wAu.cove*6 KTH AN EMH rr LEH46T H OF Na 4-I Od box r 3-I Od box 2 I JOIST TO SILL, TOP PLATE OR (2 y2" x 0.131") or TOE NAIL LESS THAN s IWIE.INTO THE 9JILDINS MAeE.FA6TE1015 SHAII BE LOCATED NOT LESS Tww sin lHa NOTE: CLOTHES DRYERS EXHAUST REQUIRED NOTE: EMERGENCY ESCAPE AND RESCUE E5RE55 G 1 RDER ®/�/ ®® / /C / ED FROM THE GE OF THE CONCRETE ELCOK OR aoNCREM (3" x D.128"); or (3" x 0.128"); or /'�` /�,/ D. PANES ATTAOf£D TO MASONRY OR MA�iMY/5NCG0 SHALL BE:ATTACHED USING VIBRATHON-RESISTANT PER 2020 RESIDENTIAL CODE OF NEW YORK STATE OPENIN65 REQUIRED PER 2020 RESIDENTIAL CODE COLLAR TIER TO RAFTER, FACE FACE NAIL Anc++olzs HAwN6 AN uLnMATE ruTH�RArttiL CAPACITY OF Nor LESS THAN I,500 3-3' x 0.131 ' nails SECTION MI502 OF NEW PORK STATE SECTION R310 5 EACH 3-Iod common SCALE=N.TS.NAIL OR I Y4�� X 20 GA. RIDGE (3" x 0.148"); or 8d box 2 " x O.113" • 4" TOE STRAP TO RAFTER 4-3 x 0.151 nails RAFTER 8d common NAIL MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS I. DRYER EXHAUST SYSTEMS SHALL BE INDEPENDENT OF I. BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING 3-I6d box Halls 2 TOE NAILS ON RIM JOIST, BAND JOIST OR (2 y2" x 0.131")• or R40.2 . 1 .2 �®� . I "� I ������I ®� AZ) � � �����I ®� ��I � R �, PER 2020 RESIDENTIAL CODE OF NEW YORK STATE TABLE R301.5 ALL OTHER SYSTEMS. ROOM SHALL HAVE AT LEAST ONE OPERABLE (3 y2" x 0.135")• or ONE 51DE AND ► 22 BLOCKING TO SILL OR TOP Iod box 6" TOE 2. DRYER EXHAUST SYSTEM SHALL CONVEY THE EMERGENCY ESCAPE AND RESCUE OPENING ABOVE AND 3-10d common nails TOE NAIL ON PLATE (ROOF APPLICATIONS (3" x 0.12811); or NAIL USE LIVE LOAD M015TURE AND TERMINATE TO THE OUTSIDE OF THE BELOW GRADE A MINIMUM NET CLEAR OPENING OF 5.1 6 RAFTER OR ROOF TRUSS TO PLATE (3" x 0.148"); or OPPOSITE 51DE ALSO) 3-3 x 0.131 naps BUILDING. 50.FT. AND A GRADE FLOOR OF 5 5Q.FT.. 4-I0d box OF EACH 3-8d box THE BUILDING THERMAL ENVELOPE SHALL MEET THE REQUIREMENTS Of= UNINHABITABLE ATTICS W/O 5TORA6E 10 P517 3. EXHAUST DUCT TERMINATIONS SHALL BE IN 2. EMERGENCY E50APE AND RESCUE OPENINGS SHALL (3" x 0.128"); or RAFTER OR (2 y2" x 0.113")• or TABLE R402.I.2, BASED ON THE CLIMATE ZONE SPECIFIED IN CHAPTER 3. ACCORDANCE WITH THE DRYER MANUFACTURER'S HAVE A MAXIMUM SILL HEIGHT OF 44 INCHES ABOVE THE - x 0.131 Halls TRU55 2-8d common UNINHABITABLE ATTICS WITH STORAGE 20 P5F 4-I6d (2 y2" x 0.131") or INSTALLATION INSTRUCTIONS. FLOOR. 23 I X 6 015T OR OR LESS TO FACE NAIL CLIMATE f STRATiON SKYLIGHT GLAZED GEILING WOOD MA55 WALL FLOOR BASEMENT SLAB CRAWL HABITABLE ATTIG5 AND ATTI65 W/FIXED:STAIR 30 P5F 4. 5GREEN5 SHALL NOT BE INSTALLED AT DUCT 3. A MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 (3 Y2" x common or EACH J015T 3" x box ZONE U-FAGToR U-FAGToR HNE5TRATloN R-VALUE ffi j e WALL R VAWE R-VAWE WALL R-VALUE 5PAGE 3-IOd common (3 x 0.128 ); or TERMINATION. INCHES. (3" x 0.I48"9; or TOE NAIL 2 staples, I crown 16 SNGG R VALUE R-VALUE d DEPTH WALL BALCONIES (EXTERIOR) AND DECKS 40 PSF 5. EXHAUST DUCTS SHALL NOT BE CONNECTED WITH 4. A MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 4-IOd box go., 1 5/4" Ion R-VALUE 5HEET-METAL 50REW5 OR FASTENING MEANS W RAFTERS HICH INCHES. ROOF AFTE TO RIDGE VALLEY 0" x 0.128"); or 3-I6d box 055 025MAX R-49 R-20 OR EXTEND INTO THE DUCT. 5. OPENINC75 SHALL BE OPERATIONAL FROM THE IN51DE REQUIRED 4 032MAX 4-3 x 0.131 nails „ 8/13 R-IQ 10/13 10, 7. 10/13 GUARDS AND HANDRAILS 200 PSF � OR HIP RAFTERS OR ROOF RAFTER 24 2 SUBFLOOR TO JOIST OR GIRDER (3 Y2 x 0.135 ) or R-12+R� BLIND AND GUARD IN-FILL COMPONENTS 50 PSF 6. EXHAUST DUCTS SHALL BE EQUIPPED WITH A OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. TO MINIMUM 2 RIDGE BEAM 3-I6d box nabs 2-I6d FAGS NAIL PROVIDED 4 032 MAX WA 025 MAX R 44 common R-20 OR BAGKDRAFT DAMPER. 6. A DOOR OPENING HAVING A THRESHOLD BELOW THE (3 Y2" x 0.135")• or (3 Y2„ x 0.162 WA WA WA WA WA ) R-12+R-5 ROOMS OTHER THAN SLEEPING 40 P5F 7. EXHAUST DUGT5 SHALL BE CONSTRUCTED OF MINIMUM ADJACENT GROUND ELEVATION SHALL HAVE A 2-I6d common 3-I6d box AT 0.0151 INCH-THIGK RIG (3ID METAL DUGT5, HAVING BULKHEAD ENGL05URE WITH WELLS BEING A MINIMUM /2" x 0.162"); or END NAIL 25 2" PLANKS (PLANK BEAM- (3 BE " x 0.135")• or EACH 5LEEPIN6 ROOMS 30 PSF SMOOTH INTERIOR SURFACES WITH JOINTS RUNNING IN CLEAR AREA OF q 50.FT. AND A MINIMUM HORIZONTAL 3-10d box FLOOR 8 FLOOR) 2-I6d common BEARING, 0" x 0.128"); or (3 Y2" x 0.162") PAGE NAIL THE DIRECTION OF AIR FLOW. PROJECTION AND WIDTH OF 36" AS PER SECTION 510.2.3 3-3 x 0.131" nails 3-I6d common STAIRS 40 P517 8. FLEXIBLE TRANSITION DUGT5 USED TO CONNECT THE yLL (3 Y2" x 0.162"9 DRYER TO THE EXHAUST DUCT SYSTEM SHALL BE 4-10d box LIMITED TO 51N6LE LEN6TH5, NOT TO EXCEED 8 FEET IN NOTE: WIND DESIGN PRE55URE FOR EXTERIOR WINDOWS I6d common 24" O.G. MINIMUM ROOF LIVE LOADS IN POUND'S-FORGE PER SQUARE STUD TO STUD (NOT AT BRACED (3 Y2° x 0.162") PAGE NAIL 26 BAND OR RIM JOIST TO JOIST (3" x 0.128"); or ROOF SHEATHING. FOOT OF HORIZONTAL FROJEGTION LENGTH AND SHALL BE LISTED AND LABELED IN 6LA55 DOORS AND ANCHORING PER 2020 RESIDENTIAL 8 " „ 4-3" x 0.131" nails END NAIL -' WALL PANELS) IOd box (3 x 0.128 ); 16 O.G. ACCORDANCE WITH UL 2158A. CODE OF NEW YORK STATE SECTION RbOq or 3" x 0.131" nails FACE NAIL 4-3 x 14 ga. staples, PER 2020 RESIDENTIAL GORE OF NEW YORK STATE TABLE R301.6 -r q. TRANSITION DUGT5 SHALL NOT BE CONGEALED WITHIN �6 crown R-30G KRAFT FAGED I. EXTERIOR WINDOWS AND DOORS SHALL BE DESIGNED STUD TO STUD AND ABUTTING STUDS AT I6d box (3 y2 x 0.135);or 12 O.G. TRIBUTARY LOADED CONSTRUCTION. TO RESIST THE DESIGN WIND LOADS SPECIFIED IN cl INTER5EGTIN6 WALL CORNERS (AT 3" x 0.151" nabs FACE NAIL 2od common R BATT INSULATION. AREA IN SQUARE FEET FOR 10. THE MAXIMUM LENGTH OF A CLOTHS DRYER I6d common 16" O.G. (4" x 0.Ig2"); or A5 FOLLOWS: 32" ANY STRUCTURAL MEMBER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE TABLE R301.2(2) AND 15 TO BE ADJUSTED FOR HEIGHT BRACED WALL PANEL5) (3 Y2" x 0.162") FACE NAIL O.G. AT TOP AND I" AIR 6AP. ROOF SLOPE TRANSITION DUCT FROM THE DRYER TO THE WALL OR AND EXP05URE WITH TABLE R301.2(3). PER 2020 I6d common O.G. G BOTTOM AND 0 1O 201 TO OVER ROOF TERMINATION. RESIDENTIAL CODE OF NEW PORK STATE SECTION R301 BUILT UP HEADER (2" TO 2" HEADER (3 Y2" x 0.162") E06E FAGE NAIL 5TA66ERED 2 O.G. G lod box 2 O.G. I AT R161D INSULATION 200 600 600 11. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES 10 WITH Y2" SPACER) I6d box (3 y2" x 0.135"); EDGE FACE NAIL (3" x 0.128"); or TOP AND BOTTOM SPRAY FOAM DAM. FLAT OR R15E LE55 THAN 4"PER FT. 20 16 12 1 NOT INCLUDE THE TRANSITION DUCT. NOTE: WIND- BORNE DEBRIS WOOD PANELS CRITERIA 5-Sd box 3 x 0.131" nails 5TAG6BIEU ON PER 2020 RESIDENTIAL CODE OF NEW YORK STATE (2 Y2" x 0.113'9; or 27 BUILT-UP GIRDERS AND BEAMS, 2 OPP051TE 510B l_ INCH LUMBER LAYERS RISE 4" PER FT. (1:3) TO LE55 16 14 12 NOTE: GIRDER SPANS FOR EXTERIOR WALLS SECTION R3012.1 2 II CONTINUOUS HEADER TO STUD 4-8d common TOE NAIL And: THAN 12 " PER FT. (I:I) PER R6021.I (2 Y2" x 0.131") or 2-20d common :> SEAL TOP OF DRYWALL TO WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNE55 4-I0d box 3" x 0.128" (4" x O.Ig2"); or FACE NAIL AT TOP PLATE WITH GREAT RISE 12" PER FT. (I:I) AND 12 12 12 HEADERS (2) 2x10 (2) 2x12 (3) 2x8 (3) 2x10 (3) 2xl2 �, I6d common )roll O.G. 3-10d box ENDS AND AT SELECTED SIDING OVER " :: STUFF DRYWALL 6A5KET. GREATER OF 7/I6 AND A MAXIMUM SPAN OF 8 FEET SHALL BE EACH SPLICE EXTERIOR GRADE PLYWOOD. or MAXIMUM SUPPORTING: PERMITTED FOR GLAZED OPENING PROTECTION IN ONE 12 TOP PLATE TO TOP PLATE 10Y2" x (5" x) PAGE NAIL (3" x 0.151" a IOd box 3" x 0.128" ; 12" O.G. 3-3 x 0.131 Halls ' ROOF ONLY 5'-9" 6'-10" 6'-1" 1'-3" 81-6" - AND TWO - STORY BUILDIN(55. PANELS SHALL BE or 3" x 0.131" Halls FAGS NAIL 4-I6d box R-3 RIGID INSULATION W/ F/RST FLOOR ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 1 5TOR I H H I. I �I � II IY 4-2 4-1I 4-5 5-3 6-2II PRECUT AND LABELED WITH ITS LOCATION OF USE, 8-I6d common FACE NAIL ON (3 Y2" x 0.135"); or R-15 KRAFT FAGED BATT. PER 2020 RESIDENTIAL CODE OF NEW YORK STATE TABLE R301.'i WITH ATTACHMENT HARDWARE PROVIDED AS PER 2020 (3 y2" x 0.162")• or EACH SIDE OF 3-I6d common INSULATION. STRUCTURAL MEMBER ALLO ABLE 2 STORIES 3-2 3-q 3-5 4-O 4-q RESIDENTIAL CODE OF NEW YORK STATE TABLE DOUBLE TOP PLATE SPLICE 12-I6d box END JOINT 28 LEDGER STRIP SUPPORTING JOISTS (3 Y2" x 0.162") AT EACH SEAL BOTTOM OF DRYWALL TO DEFLECTION NOTES: R301.2.1.2, OR SHALL BE DESIGNED TO RE515T THE (3 Y2" x 0.135")• or (MINIMUM 24" OR RAFTERS 4-10d box JOIST OR R-25 KRAFT FAGED SUB-FLOOR WITH GREAT STUFF L = SPAN LL-1dGTH H = SPAN HEI��HT 13 12-IOd box RAFTER FACE DRYWALL 6A5KET. I. HEADER REQUIRES 2" MIN. SOLID BEARING AT EACH COMPONENTS AND CLADDING LOADS DETERMINED IN LAP SPLICE (3" x 0.128"); or NAIL BATT INSULATION. RAFTERS HAYING SLOPES GREATER THAN END DOWN TO FLOOR OR BOTTOM PLATE. AGGORDANGE WITH THE PROVISIONS OF THE BUILDING (3" x o.128"); or LENGTH EACH 4-3" x 0.131 nails FILL VOID ABOVE SILL - 5:12 WITH FIN15HED CEILING NOT ATTACHED L/I80 2. 1/2" XP5 FOAM 5PACER5 ARE USED WITH 2x CODE OF NEW PORK STATE. 12-3 x 0.1 I nal s SIDE OF END 2-10d box (3" x O.I269;or EACH END PLATE WITH CLOSED TO RAFTERS MEMBERS TO MATCH 2x4 OR 2xb STUD WIDTH. JOINT) 24 BRIDGING TO JOIST 2-8d common (2 x 0.131 TOE NAIL CELL SPRAY FOAM AT INTERIOR WALLS AND PARTITIONS H/I80 RIM JOIST. (R-21 MIN) DESCRIPTION OF NUMBER AND TYPE SPAGIN6 OF FASTENERS :«; NOTE: DWELLING-GARAGE FIRE SEPARATION I6d common 16" D.G. ITEM INTERMEDIATE FLOORS L/360 PER 2020 RESIDENTIAL CODE OF NEW YORK STATE BOTTOM PLATE TO JOIST, RIM BUILDING ELEMENTS OF FASTENER EDGES (IN) (3 Y2" x 0.162") PAGE NAIL SUPPORTS (IN.) CEILINGS WITH BRITTLE FINISHES W SECTION R302.6 14 JOIST, BAND JOIST OR BLOCKING I6d box WOOD 5TRUGTURAL PANELS, SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO �I L/360 (NOT AT BRACED ALL PANELS) (3 LL Y2" x 0.1359; or FACE NAIL FRAMING AND PARTIGLEBOARD WALL 5HEATHIN6 TO FRAMING (SEE TABLE Rb02.3(5) I (INCLUDING PLASTER AND STUCCO,) SEPARATION MATERIAL 3 x 0.151' nails FOR WOOD STRUCTURAL PANEL EXTERIOR WALL 5HEATHIN6 TO WALL FRAMING) 1, GEILIN65 WITH FLEXIBLE FINISHES 3-I6d box 3 EAGH 16" O.G. bd common (2" x D.113 ) (INCLUDING GYPSUM BOARD) L/240 FROM THE RESIDENCE AND ATTICS NOT LE55 THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT BOTTOM PLATE TO JOIST, RIM (3 Y2" x o.135"); or FADE NAIL ^ CRAM SP�rG 15 JOIST, BAND JOIST OR BLOCKING 2-I6d box 2 EACH I6" O.G. 30 3/ell -Y2" nail (subfloor, wall) 6 12 f ALL OTHER STRUCTURAL MEMBER1i L/240 APPLIED TO THE GARAGE SIDE (AT BRACED WALL PANEL) (3 Y2" x 0.162")• or FACE NAIL 8d common (2 Y2 x 0.131 ) 4-3" x 0.131" Halls 4 EACH 16" O.G. nail (roof) EXTERIOR WALL5- WIND LOADS WITH V360 FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8-INCH TYPE X GYPSUM BOARD FAGS NAIL 31 �3�2" - I" 8adlcommon (2 y2" x 0.131,9 6 12^f PLASTER OR STUCCO FIN15H OR EQUIVALENT 4-8d box (2 y2" x 0.1159; or IDd common EXTERIOR WALL5- WIND LOADS WITH (3 12 x 0.148 ) nall; or 6 OTHER BRITTLE FINISHES L/240 5TRUGTURE(5) SUPPORTING FLOOR/GEILING ASSEMBLIES NOT LE55 THAN 1/2-INCH GYPSUM BOARD OR 3-I6d box 32 1 yell - 1 y4" 8d common (2 y2' x 0.131") USED FOR SEPARATION REQUIRED BY TH15 SECTION EQUIVALENT (3 Y" x 0.135")• or deformed nail EXTERIOR WALL5- WIND LOAD5 A17H 4-8d common TOE NAIL FLEXIBLE FIN15HE5 L/120 NOT LE55 THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT (2 Y2" x 0.131")• or OTHER WALL 5HEATHIN6 ^g GARAGES LOCATED LE55 THAN 3 FEET FROM APPLIED TO THE INTERIOR 51DE OF EXTERIOR WALL5 4-I0d box I Y2" aivanized roofing ALL OTHER STRUCTURAL MEMBER-5 L/600 A DWELLING UNIT ON THE SAME LOT THAT ARE WITHIN THI5 AREA (3„ x 0.128„); or y2„ e STRUCTURAL Hall, X head diameter, 3 6 16 TOP OR BOTTOM PLATE TO STUD 4-3" x 0.151" nails 33 GELLUL05IG FIBERBOARD or 14" staple 16 ga., or 3-I6d box SHEATHING I crown NOTE: BUILDER/GENERAL GONTRAGTOR SHALL DE516N /BUILD FULL UNDER-5TAIR PROTECTION. MECHANICAL VENTILATION. MECHANICAL VENTILATION RATE (3 Y2" x 0.135")• or 1 5/4" galvanized roofing HOUSE VENTILATION TO MEET THE REQUIREMENTS OF THE RESIDENTIAL PER 2020 RESIDENTIAL CODE OF NIM YORK STATE R30..'1 PER 2020 RESIDENTIAL GORE OF NEW YORK STATE R303.4 PER 2020 RESIDENTIAL CODE OF NEW YORK STATE MI505.4.3 2-I6d common 25/32" STRUCTURAL nail, X(," head diameter, (3 Y2" x 0.162")• or END NAIL 34 GELLUL05IG FIBERBOARD or I �" staple 16 ga., or 1" 3 6 GODE OF NEW YORK STATE. ENCLOSED SPACE UNDER 5TAIR5 THAT 15 ACCESSED WHERE THE AIR INFILTRATION RATE OF A DWELLING THE WHOLEHOU5E MECHANICAL VENTILATION SYSTEM 3-I0d box 5HEATHIN6 crown NOTE: IT 15 THE RESPONSIBILITY OF THE BUILDER/GENERAL BY A DOOR OR ACCESS PANEL °MALL HAVE WALL5, UNIT 15 5 AIR CHANGES PER HOUR OR LE55 WHERE SHALL PROVIDE OUTDOOR AIR AT A CONTINUOUS 0" x 0.128"); or I YY galvanized roofing GONTRAGTOR TO EN6A6E IN THE 5ERVIGE5 OF A HERS RATER TO 3-3 x 0.I I nails cT 7 -T PERFORM DOOR FAN TEST FOR AIR 5EALIN6 AND MECHANICAL UNDER-5TAIR SURFACE AND ANY SOFFITS PROTECTED TESTED WITH A BLOWER DOOR AT A PRESSURE OF 0.2 RATE IN GUBIG FEET PER MINUTE _ (O.OI xTOTAL Hall; staple galvanize , 3-IOd box 35 y2" GYPSUM I Y2" long; I Y4" screws, ON THE ENCLOSED 51DE WITH I INCH W.0 (50 PA) IN ACCORDANCE WITH SECTION SQUARE FOOT AREA OF HOUSE) + [15 x(NUMBER OF g' VENTILATION TO MEET THE REQUIREMENTS OF THE RESIDENTIAL CODE /2 -INCH (12.7 MM) GYPSUM BOARD. NI102.4.12, THE DWELLING UNIT SHALL BE PROVIDED (3 x 0.128 ); or SHEATHING D type W or 5 OF NEW YORK STATE. BEDROOMS + I)] TOP PLATES, LAPS AT CORNERS 2-I6d common WITH WHOLE-HOUSE MECHANICAL VENTILATION IN 17 AND INTERSECTIONS „ FAGS NAIL 13/4" galvanized roofing ACCORDANCE WITH SECTION MI505.4 5 Y2 x .151" )• or 5 nail; staple galvanized, 3-3 x 0.131 nails 36 /8 GYPSUM 15/a" long; 15/8" screws, 7 7 MINIMUM REQUIRED LOCAL EXHAUST RATES FOR ONE- 3-8d box SHEATHING^D type W or 5 AND TWO-FAMILY OMLLINC75 PER TABLE MI505.4.4 (2):12" x 0.113")• or b,/ /� A/ SEAL/}� r7 7 A /L 2-8d common WOOD STRUCTURAL PANELS, COMBINATION 5UBFLOOR UNDERLAYMENT TO FRAMING / /Y AREA TO BE 18 I" BRACE TO EACH STUD AND (2 YY x 0.131")• or FACE NAIL 6d deformed VENTILATED VENTILATION RATES SCALE=N.rS. PLATE 2-IOd box (2 x 0.120 ) Hall; or (3" x 0.128"); or 5-7 3/4" and less 8d common 6 12 SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: KITCHENS 100 GFM INTERMITTENT OR 25 2 sta les at 1 3/" (2)'2" x 0.131") nail Ay/ GFM CONTINUOUS 3-8d box 8d common DATE: DESCRIPTION��`� ,�, BATHROOMS 4 MECHANICAL EXHAUST CAPACITY (2 Y2" x 0.113"); or 38 (2 Y2" x 0.131") nall• or 6 12 rJ'�� �asc��� ovo9iza IJ/U��foRFILI/VG CODE COMPLIANCE TOILET ROOMS OF 50 GFM INTERMITTENT OR 20 2-8d common �/8 - 1 8d deformed /t�' ` (2 Y2" x o.l3l") or (2 Y2" x o. . n� /iOTV& DETAII/• GFM CONTINUOUS Icl I X 6 5HEATHIN6 TO EACH FACE NAIL 120") Hall�� - BEARING (3" x box 3a I Y - 1 y (3 x 0.148 ) nail; or 6 12 Nod IOd common staples, crown a" 4 e orme 9�, CAD FILE NAME: a., 1 3/4" Ion 2 Y" x 0.I20" nail F�N��y 2652_U-101 PROJECT TITLE: DATE: NSA PROJECT #: NEMSCHICK SII_VERMAN ARCHITECTS P.C. MITCI�LLL R�./'IDENCL 10/26/2025 2.52652 ".. .the business of ARCHITECTURE." ------------... ._..... _..._ ._........... - ............._.............. ......... ------------.... ...... . ---.-_............_ ..._....-----.................... ......................... ........-........................ .......-. _..............._........._........ - - -...._._ ......__...... _ ---.. - ... _..........__ _._.. -- -.. - - -- -------------- ___.._...__. -....._ - __ CALE RAWING NO 7 5 FAIRWAY DR S D AV CUTCHOGUL, NY 119.55 A /10TLD 66 EAST MAIN STREET __ __ _..............__ __........__..................._._.___ _...................... _......... f PATCHOGUE, NEW YORK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: ._. 10 Phone : 631 563 2130 Fax : 631 563 2139 www.nsarchitects.com COPYRIGHT 2024 NEMSCHICK SILVERMAN ARCHITECTS P.C. 1000 109 05 14.052 /�iM SITE AND ZONING DATA ZONING REQUIREMENTS R-40 EXISTING: CONSTRUCTION PROPOSED CONSTRUCTION LOT AREA MAX 40,000 5.F. EX. LOT AREA: 42,I0q S.F. NO CHANGE PRIMARY FRONT YARD SETBACK MIN 50.0 FT. 77.1 FT. 12.4 FT. MIN. SIDE YARD SETBACK MIN 15.0 FT. 212 FT. NO CHANGE COMBINED SIDE YARD SETBACK MIN 55.0 FT. 63h FT. 2 NO CHANGE REAR YARD SETBACK MIN 50D FT. 15g2 FT. y 143.2 FT. MAXIMUM HEIGHT 55.0 FT. +/- Iqr-0° NO CHANGE MAX. LOT COVERAGE qo 20% LOT COVERAGE: 2,bl5 5.F. (6.53%) LOT(,OVERAGE: 4,838 5.17. (11.5%) 2 AREA CALCULATIONS EXISTING FIRST FLOOR S.F. 2,826 5.F. NEW FRONT PORCH 2 515 5. . NEW REAR DECK 1106.5 5.F. NEW DECK B FAMILY ROOM 123 5.F. EX. OUTDOOR SHOWER Iq 5.F. NEW FIRST FLOOR SP. 260 S.F. 2 P05T t R1, r=Fvc.:v>✓�v;,�E 274.28' VY/YOOR U ...........�afrt._. .........._._�_�...�_�',!� J v '} DECK .` v �,-- M;asauer �, \ �- 1542 DRNIMY EX ASPH4 T b l o ' WEX HAWW \ O 'A _ EX. l STORY FRAME RE5. x � � 72.4' Fx pa PROPOSED € 1 2 2 j NEW ROOF OVER \ 2 + , ' 143.2'PROP05ED I IN OVfR � R DFGK NEWORCH 2 NEW REAR DECK II REW / STORY ,w I ADDITION o O I � � . . . �_.._._. ___ ._............ ........................�-�_....._. N 88' 5'2O"PY ;052T rf P.AIL. 284.g3' UJ P;,A 7H ®T A A 56.41E_ l"= 20' SEAL: r� ter- REVISIONS/SUBMISSIONS: DRAWING TITLE: �cRED '~'p`\ DATE: DESCRIPTION: VJ . ry 01/09/24 vium FOR FILOG 04/04/24 REV00/ORCOry/TRUCTIO/ PROPO/ED PLOT PL�/y - oa/oa2a Revvlon 1� "y e _f. 777 09/26/24 Revlon 2 / �p`�� CAD FILE NAME: \F NE B!' 2652 PP-100 ' PROJECT TITLE: DATE: NSA PROJECT #: NEMSCHICK SIL-VERMAN RCHITECTS P.C. MITCHELL R�J1DE/lCE 10/26/2025 25 2652 the business of ARCHITECTURE." ..................._ . ........ ---. ..... ......- _.... _.... .................. _ ........... ...... ......... ...._.... ..............._.._ .. __ __.......... .................................... ........ ...............- ._ —..._.... - _ - —�--- ---- --- — -__ ----- --- --- �._._ �- GALE. DRAWING NO. CUTCHOGUE, NY 119M 66 EAST MAIN STREET -- _.. ---__..._.-_..._..._. _.._ _-- ---- --_......_._.........___...__._ --- - -------. ..._... _.. -- ------- -----_.........---- _.._ _.................____.._._._.... _...... _.....-------.. ..._......_......_._.... __.. ....-.. AV NOTED PATCHOGUE, NEW YORH: 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: .� Phone : 631 563 2130 Fax : 631 563 2139 www.nsarchitects.com a COPYRIGHT 2024 NEMSCHICK SLVERMAN ARCHITECTS P.C. 1000 109 05 14.052 AM PP100 REMOVAL EXI5TING WALL TO REMAIN. ------------ EXI5TING WALL TO BE REMOVED. EXISTING DOOR TO REMAIN. n n 4 EXI5TIN&DOOR TO BE REMOVED. EXI5TING H/NDOH TO REMAIN. EX15TING H/NDOH To REMOVED. N®rtra-oorl� I. 5EE GENERAL NOTE5 ON 5HEET G5-100. 2. CONTRACTOR TO PROVIDE TEMPORARY 5l/PPORT OF ALL LOAD BEARING ELEMENT5 UNTIL NEN 57RZ7WE 15 IN5TALLE9. EX. WIN. EX. DRY HELL TO REMAIN. DRY kELL I T CRUSHED 5TONE EX. BOILER $ HH TANK TO BE REPLACED. I REMOVE EX. 5TAIR. I I j I i � EXISTING CHIMNEY b - n---------� __� ,' FLUE TO BE REMOva?. X/ST/NG I I I I I I I I I 2 I I lI I I I I I I I I ,'x", j 1 EXISTING 5LAB ON 6R62E 1=L_L I _a- ------ ---------- = - L _ - -a------ I I UNPIN/SHAD CELLAR I I 1 I I I I I I I I m I I EX. COLUMN5 $ GIRDER5 TO REMAIN(TYP) 5E6TION OF FIR5T FLOOR TO BE GUT BACK FOR NEW 5TAIR INSTALLATION. PROVIDE TEMPORARY 5HOR/NG OF EXISTING FLOOR TO REMAIN. OIL TANK EX. OIL TANK TO REMAIN. EX. HIM. EX. CONCRETE FOUNDATION HALL. SCALE= I/4"= /LO" SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: /-,.`GRr.D AA DATE: DESCRIPTION: ';�`��pNO�J' ✓Gajs �/� 01/09/24 1/UED FOR PILOG 05/06/24 y/ULD fOR COli/TRUCTIO/1 04/04/24 RLVY10/11 CELLAR REMOVAL PLA/l 09/26/24 REV00/12Q 61"0 06 JU2 � CAD FILE NAME: 0- NEON V 2652 A-100 PROJECT TITLE: DATE: NSA PROJECT #: �VEMSCHICK SIILVERMAN ARCHITECTS P.C. MITCFELL R�.J'IDENCE 10/26/2025 23 2652 the business of ARCHITECTURE." ...................... ..... ...._...... — — ---- -- — '�----- --- - -.�. _ ' __..�_.__.._. _...__ SCALE;: DRAWING NO: _._. . _._._ CUTCHOGUE, NY 11955 66 EAST MAIN STREET _----.___.-- _._.-... _.---...._._...._ _.__......_._...._ ___.. __._._... _ _.__._._._..._._......_ -----------._-.-- - _. PATCHOGUE, NEW YORK 11772 01 1 A 100 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: Phone : 631 563 2130 Fax : 631 563 2139 WWW.nsarchitects.com COPYRIGHT 2024 NEMSCHICK SILVERMAN ARCHITECTS P.C. l000 109 05 14.0-52 /IM I II REMOVAL L- 6NV EX15TING WALL TO REMAIN. ------------ EX15TING WALL TO BE REMOVED EXISTING DOOR TO REMAIN PORTION OF EX. MASONRY TO REMAIN PORT/ON OF EX. MASONRY TO REMOVE PORTION OF EX. " � " BE REMOVED MA50NRYWALKWAY. y� // EX15TING DOOR TO BE REMOVED. ------------- — I —REMOVE EX 5TONE PATIO $ - EXISTING WINDOW TO REMAIN. RAMP. I EXISTING WINDOW TO REMOVED. I I I r-------- ----------------------------------------- ® I I I I I I I I. 5EE GENERAL NOTE5 ON 5HEET G5-100. I I ------------------ ---------------- I REMOVE PORTION OF 1 . CONTPvAC.TOR TO PROVIDE TEMPORARY 5UPPORT OF REMOVE EX STEP OF) EXTERIOR WALLS 2 �'� ALL LOAD BEARING ELEMENT5 UNTIL NEW 57RZTURE I I I REMOVE EX EXTERIOR i REMOVE EX. EXTERIOR l5 INSTALLED. 5LIDING DOOR. PROVIDE I I H/NDOWS PROVIDE NEW NEW ROACH OPENING(TYP) q, „ I --------------------------- ROt6H OPENING(TYP) i 2 I I 1 I I 1 r----------------- i i REMOVE EX. 2 I 1 I L------------- EXTERIOR SLIDING e „ ________ _______�,_____-,,_-___________-- I I I r------------ 'L— r----- --L,�===_ _____,r- I DOOR. PROVIDE , I-' ------ ---------------�__==LL -------------- ----LL------------=�1----- I I NEW ROOH m OPENING MT R) I 3-b i (2=2" 4'-4" i 8'-O" =l" 0 4" 2= ��` REMOVE EX. EXTERIOR kl I i 1 i i r -------- ----------- I r r WINDOW. PROVIDE NEW III ' I I I I I I ' I I ROUGH OPENING. I III I I Tr------- -------- I --TrL----- ------------U I I I GOORDINAT�W/NEW -- --------_ -- -------- ----- -------- ----- ----------_________�----- ------------ --------- -------- I WINDOWS(TYI') EX EXTERIOR I r`� ----------`� i i l 5HOfiER TO REMAIN I I ____-� I I p I I I 11 r— 1 III j REMOVE EX. KITCHEN I III F 9' i------------------------ COUNTER FIXTURE5 I`----------'EX. FAMILY' - _ APPLIANCES. ---- r-----------EX. EXTERIOR i I ROOM �" 11 i)I'C WINDOW PROVIDE NEW I 1 •• ••I 1 ---------------- ROUGH OPEN/N (TYPI G l EX CEILING TO REMAIN IN I REMOVE EX CHIMNEY Lp ------ FAM/LYROOM d BATH FLUE � I I I /,' REMOVE EX STEP(TYP,I ��r-- 1\ ,/ �nI 1 -���J L N IN ---- J REMOVE EX WOOD / I '� BURNING STOVE AND HEARTH X. BATH ------------------------- , =,71 r-- rl -- I I I I I �. I I I I I I I I I I I f I 1�=== ==9r�-- ------- — I �,� fi' -1 r --= I I I I I r-----� <k O I I I I I I I 1l I I I�` 1 11 11 1 I ��----i'I I �' ` I ZREkfOVEEX. CEILING IN I I I I I I III REMOVE EX PLUMB/NG 1 I �\ � c �` � I >ii iiJ '^ I �_ / . �� 1 • • 1 r I AREA OF (TYP,I �\ L� 1 �� /, \ / �� / ��♦ I I I I I I I I I/'� I II II I I I " I �' ' I /ram / / O / / 1 i . 1 1 `�� I n ��I I c \ L-----� I I I FIXTURES I I I I 1 �` / V �`� r �`��` I I I I 1 I I I I I �� I 11 II I 1 1 I------------L __------ �' �` \ L----- � '' ` ` L------J ------'1 ------------- r---- \�/ ----- -------------- L----� L 1--------1 L---- III --------------- REM EX.E I I I I Z I I I I I I I ICI 5TAGKW%D. 1 1 I I 1 1 2 IL---------------J1 j1 ------------- /> 1jl x REMOVE EX. INTERIOR I I L_ J L----N----J I •x• ma • •x• •� DOORS IN AREA OF WORK. r- J I -- -----------J ,�/ •\• /,/ •\• /,• •\\ •,' PATCH OR PROVIDE NEW REMOVE PORTION OF ROUGH OPENING(TIP). 5EE I INTER/OR WALLS A-103 FOR MORE INFO. (TYP,I r ?\\� ` ------------------ REMOVE __ - - ------- 1 I REMOVE EX. CEILING IN EX. 5TAIRCA5E. --� F---- F r AREA OF WORK(TYP) ---' L---1 r F-� REMOVE PORTION OF INTERIOR WXLL5(rM) X. GratRAGE REMOVE EX. DOOR. PROVIDE NEW ROUGH OPENING(TYP) I +4 ------- �--------------------�Zr-- ------------� 1 III EX. CEILING TO 1 i I REMAIN IN GARAGE v'n------------ 7 / 10 I I I -------------- — II I I I ______T________________T______ I _----U-________________ I J REMOVk EX. BAY WINDOW. I I 1 l 1 I I I 1 I I I 1 I I Ir I 1 -----------� II --------------------------------------------------------------------' I I I I I I I I I I I 1 1 REMOVE EX. 57EP $ 1 t i i MASONRY WALKWAY. I -i REMOVE EX. i GARAGE DOORS. j j n I ---- ————————————————— V SEAL: �d --- REVISIONS/SUBMISSIONS: DRAWING TITLE: .�r'''�IcD sip`• DATE: DESCRIPTION: 01/09/24 Mum FOR FILI/VGT )mL—(V6))q /O1ALAA/ 03/06/24 J/ eFORCO/V I RUCTO/C 4 04/04/24 REVOOM I A FIR/'T FLOOR REMOVAL PLAN " , �, �^� 09/26/24 REV�O/V 2 / SCALE _ 1/4 = l-O � � � , .;4 s�- 2 CAD FIILE NAME: 2652 A-101 PROJECT TITLE: DATE: NSA PROJECT #: IVEMSCHICK SIL_VERMAN ARCHITECTS P.C. MITCI�E.LLRIT/'IDE/`ICE. 10/26/2023 252652 ". ..the business of ARCHITECTURE." SCALE: DRAWING NO.: _ — 765 FAIRWAY PR. CUTCNOGUE., NY 11935 66 EAST MAIN STREET -......._ _._-. A`/'NOTED PATCHOGUE, NEW YORH: 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: ..... 101 Phone : 631 563 2130 Fax : 631 563 2139 www.nsarchitects.com COPYRIGHT 2024 NEMSCHICK SILVERMAN ARCHITECTS P.C. 1000 109 05 14.052 /1M I 24-O` II'--Il" 24-2" 10 111 6-O 6-O 7-2 ol8=l" 7-2" I4"0 P.G. FOOTING TO 4L E6EA1.1- ..e - ------------------ --------------------- ------------------ - 36"MIN. BELOW GRADE hI/ r 14 .0 14' 0 14' ,0 ------ 14, 0 -------- l4 0 l4 0 (4)#4 REPAR 1/ERTIGAL (TYP.IEXISTING WALL TO REMAIN.NEW P.T. (2)2"xb"GIRDER EXISTING WALL TO BE REMOVED6=l0" 6'-lO" - -- ---- — --------- - -- - ---------- - I ------------ - ----------------- -- -= ------ ----------------- --- - r---- - 4 -d =10" ll" 1 I NEW WALL. - -- --------- ------------------ --- ------ ------- ---- --� v `j 1 r � 1 =ko =ko I I I1 ----- ---- ---- ----� ------ ----------------- ---- —� a nla nla I 14" I4" _�`+ I4"0 14m B _ -- -- ' -- NEW P.T. (3) EXISTIING DOOR TO REMAIN. - - = - - - - I I 2"xb"GIRDER I I I = 1L I Moo T 14" I4"o I4" I 1 r-----i l4"o n1 r----� 14" r----� 14"0' r---- ---------------------� _NEW P.T. 2"x8"LEDGER BOARD--------------------1 IVEI1(fi�00R 2 NEW P.T. (3) ------ TL 2'xb"GIRDER I I --- --- --- ------ -*------------------ -_- ---L-----� -� L—__— 1 I 3� '' I 11 3'-0 p 4"x 4"P05T ME55 0THERW15E 14"0' P.G. FOOTING TO I I n n I MAX MAX 1 "' I I 3 5 2 5-8 S-q ✓r-q ✓F-8 5 2 /- � ,' I NOTED). 1 . I POST FROM ABOVE. 36"MIN. BELOW GRADE(TYP) 1 i 1 22=10" 1 I � I 1 '• I L2 Gov � v I '.41 i i $ NEW 5IMP50N ABU662 RETROFIT i i N Q N (Zi = $ 6%6"P05T BA5E(TYP). MIN I X1'ORAWL 5PACE VENT WI THIN 3FT OF EACH CORNERS I'll/PAINTED O n a a u a I I i I I o k GIAwL. 5P ACE q 2 /4 0' P.G. PIER TO 24 x24 x8 I I 3 � p Z � I 1 N � I I PERFORATED GALVANIZED SHEET P.G. FOOTING W/0)EPDXY I 1 I � U; � � � I I � ® I METAL COVER(TYP,)./2 COATED#4 REBAR EACH A A Y. i i i l8"0 I8"0 /8" 0 /8" 0 /8"0 /8" i i 71 " i I n Colv5TRUCTleo7v N® n 61—O" MIN. 36"BELOW ORADE(TYP,I I I 1 • ' _-- _-- '_" _-- _-- _ NEW P.T. 0) _ - ------ -- ------ I I 2 P.G. 5LAB W/6M/L. I ::: I EPDXY SET#4 REBAR® l2 - 1 1 I O.G. VERTICAL. MIN. 4" 2'k6"GIRDER. � I .• I = VAPOR BARRIER ON I1ELL = 1 1 EMBEMENT, ON 0' P.G. FOOTING TO I I m � COMPACTED PGRG'U5 FILL m � I ., 1, A5IDE FROM ALL NOTE5 ON THI5 PLAN CONTRACTOR IS -------------------- 36"MIN. BELOW GRADE(TYP) /'-O" I O l=S" 6=4" 6'-lO" 6'-lO" 6=lO„ 6,4„ 1, �, �-- -- I RE5PON5IBL.E FOR THOR016H REVIEW AND APPLICATION OF 1 ALL INFORMATION CONTAINED IN GENERAL NOTE5. 17- -------------------- EPDXY 5ET#4 REBAR® 12`�< % I = O.G. VERTICAL. MIN. 4" " 5 COLUMN TO 24 nX24 X L 2. CONTRACTOR TO PROVIDE SUFFICIENT STRUCTURAL EMBEMENT. „ 8 P.G. SUPPORT$ CONNECTION $ CONNEGTION5 THROtrvlfi THE 1 1 I � NEW P.T. 2'kd" j I i FOOTING WITH 0)#4 REBAR I PROJECT. FJ. ® l6"O.G. � A�02 2 EACH WA1 A-W2 3. CONTRACTOR TO COORDINATE NORK WITH ALL THE TRADE5. u� 1 14"0 a �' _-- _-- _—EX. WIN. _-- NEW P.T. 2"x8"LEDGER BOARD. ---------- -- -------- -- I 4. ALL DIMENSIONS ON THESE DRAW/NOS ARE FIN/SHED N i i -- — --- - — I i DIMEN5/ON5. 1 N I L—— —J EQ 3 HOLD ALL ANGULAR AND EXTERIOR DIMEN5/0N5. 1 �L _ i DRY 6. CONTRACTOR TO NOTIFY ARCHITECT OF ANY DlSGREPANGlES a ALL 58=Il" OR UNCERTAINTIES ON THESE DRAW/NG5 IMMEDIATELY. I 1 I I WO P.G. FOOTING TO CRUSHED STONE I I 7. A51DE FROM WHAT HA5 BEEN INDICATED ON THE DRAWINGS 36"M/NN, BELOWXI STI N& CONTRACTOR TO PROVIDE ANY ADDITIONAL 5MOKE AND/OR 14"0 GRADE( ) I UNFINISHED I CARBON MONOXIDE DETECTORS ACCORDING TO GODS w CELLAR o 0 k o 7-3"HT. TO 7*/# BOTTOM OF JOISTS ® IPATCH RE PAIR AREA OF u'� AALLP L56ENjt:;� REMOVED 57A1R. MATCH Lc EXISTING FLOOR ASSEMBLY. / I TYPICAL EXTERIOR WALL - NEW STAIR TO BE IN5TALLED i i 2 I i 2"X 4"WOOD 5TUD® I6"0.6. WITH 5/B"GYB. W/MAX. 0 I/4"R15E, 10"RUN $ 1 i I BOARD ON INTER/09 R-I5 KRAFT FACED BA TT (2)36"HT. GABLE HANDRAILS. I I EX. (3)2"x ION � "J INSULATION WITH 5/8"EX7ERIOR GRADE L —__— ------ J GIRDER EX. (3)2"x l0"GIRDER O O i� PLYWOOD, R 3 RIGID INSULATION ON BUILDING —o-- - _ -------- -------------1 -----e------------ WRAP'AND SELECTED SIDING. NEW 2N4"HALL TO ALIGN --- -- WITH WALL ABOVE - N m 4t4 O U' I �12R NEW 2660 TYPICAL NON-BEARING INTERIOR WALL - m O I �.c I _ Up DOOR I I LAYER O � EX1STING GYP BOARD ON BOTH 5/DE5 U.O.N. SLAB ON 6RAD ---i--- ---i---i---i a o NEW 2xlO BLOCKING NEW F.P.G. UNDER �! ® EX. 2'xI0" EX. 2"xlO" 2A TYPIG SOD 57UD® 6"O.C. W/ /NWALL - u; 3 I 2 L I LQ F.J. 0 /6 O.G. F.J. a 16"O.G. N O m I A-30I SINGLL�LAYER OF 510MTURE RESARV ON ONE� �SNT a r-;-- -- -; ' GYP, BD. ® BATHROOM SIDE PROVIDE 5IN57LE LAYER OF 5/8" TILE BACKER WHERE R69V 5EE I NEW 4x4 WOOD P05T!W 5/MPSON G P BASE. I INTERIOR DE5I6NER5 DW65. FOR AODL INFO. I2"x12"x8"P.G. FOOTING W/(2)#4 RE AR EACH HAY. (TYP) } ZB 01L i I NEW 13/4"x q 1/4"-20E LVL 5/5 NEW DIRECT VENT NON-BEAR/NG INTERIOR WALL - TANK TO EXISTING F.J. IN AREA UNDER FP. Hl EFFICIENCY BOILER I 2"X 4"WOOD STUD 0 l6"O.G. WITH R-15 KRAFT I I I I _—_---_-- AND HOT WATER NEW P.T. 2'x8" HEATER A5 PER FACED GATT INSULATION 11V 5/N5LE LAYER OF ------- _--- -- —- -—-—- -— --- LEDGER BOARD. NEW MANUFACTURERS I 5/B"GYP BOARD ON B07N 5/DE5 U.O.N. EX. WINN, N5h P.T. 2'X8"LEDGER BOARD. TAN 5PE65. v1) NEN 3 TYPICAL BEARING INTERIOR WALL - - i 2"X 4"HOOD 5W® 16"O.G. WITH 5/NGLE LAYER OF%N GYP. BOARD ON BOTH SIDES U.O.N. ►n 14"0 P.G. FOOTING TO `a 36"M/N. BELOW GRADE(TYP) 14"0 14"0 14"0 14"0 u' 14"0 14"0 --- (3) --- ------- - - NEW P.-T. - ------- - --------- 2"xb"GIRDER. 4 TYPICAL NON BEARING INTERIOR WALL - d=8" 6=8" '-3" 2"X 6m WOOD 5TUD® l6"O.G. WITH 5INGLE I4"0 P.G. PIER TO 24"x2415(8" i i ° ' ' ' ' ' ' '11771 LAYER OF 5/B"GYP. BOARD ON BOTH 5/DE5 U.O.N. P.G. FOOTING W/0)EPDXY COATED#4 REBAR EACH WAY. 1 14"0 14"0 " 14m 0 14110 1 MIN. 36"BELOW GRADE(TYP) R ---� /4 0 r----� /4 0 /4 0 r----� r---- q I 1 I I I I NEW II 5 W P.T. (3� i .. 1----- I Y ---- ----- - 2"x6"GIRDER. --- ---- I 1 1 II - TYPICAL FOUNDATION WALL - NEW 51MP50N ABU662 RETROFIT II i `v i i I 1 I II �+ ----- ----- 8"P.C. l)#4 REBARl2" 6 X6 POST BA5E(TYP). „ "ATION WALL W/ a a It=__J L_—_—J ----------------- L_—__J L___�, , FROM TOP/BOTTOM AND MIDPOINT. WITH 14 x 8 -J I ----- ----- P.G. FOOTING W/(2) #4 REBAR CONTINUOUS. 1 I 1 14"0 P.G. FOOTING TO -+- ----------------- ----------------- -------- -+- ---- ----� 36"MIN. BELOW GRADE(TYP) A-601 A3oo 6'-8" 6=8" 6=8" 4=q" l" Ilk 36'-O" SEAL: —.� REVISIONS/SUBMISSIONS: DRAWING TITLE: BRED � � DATE: DESCRIPTION: 03/06/4 Wbr9 rOR FILING PROPOJr.D CELLAR FLOOR OS/06/24 yJUrD FOR CON/TRUCTION .� 04/0424 PrVVION IQ & FOUNPATIO/Y PLA/i •� 09/2624 PEV�ON 2 1 5GALE = I/4 = l-O 22 p No.Gw^X Q U CAD FILE NAME: �.�N � 2652 A-102 PROJECT TITLE: DATE: NSA PROJECT #: NEMSCHICK SILK✓ERMAN /ARCHITECTS P.C. MITCHELL RE/IDENCE 10/26/2023 23_2652 "...the business of ARCHITECTURE." .............................. _....... .. .._.....- -........_.. ......................... — - - - _ _ _. , . SCALE: DRAWING NO.: CUTCMOGUE, IV 11955 66 EAST MAIN STREET - --...__.__.._ _ - - -----_ --- _---- ---_..... - -......._......_..._...._._.......... _....... - --------- - ---- --- -._ _._._._._....__.. ---- PATCHOGUE, NEW YORK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: A1 02 ..... Phone : 631 563 2130 Fax : 631 563 2139 www.nsarchitects.com COPYRIGHT 2024 NEMSCHICK SILVERMAN ARCHITECTS P.C. 1000 109 0.5 14.052 /)M 24'-2" 6ORKAREA PROPOSED 2 2 A3oo NY5RC APPENDIX J-EX15TINO BUILDINC75 AND 57RTGTI5RE5 5E6TION AJ60/ -AL TERATION5 -LEVEL 2 p A-501 3 57EP5 DN W/ EXISTING WALL TO REMAIN. - E45TIN57 I5T FLOOR BUILDING AREA -2,616 5F ------------ NEW 4X4 P05T BU/LT 8"MAX RISE ------------ EX15TING WALL TO BE REMOVED. = - PROP05E9 LEVEL 2 WORK AREA - 723 5F p NEN DECK IN WALL ABV. GIRDER w �,�. \ - 723 5F/2,616 5F=25.715 <505� Q WORK AREA I5 257� OF TOTAL BUILDING AREA,WHICH l5 LE55 THAN 50� OF „� / 8 MAX E "DN W EXISTING DOOR TO REMAIN TOTAL BUILDING AREA -5 /o-lo Il-d Io-ID 5 4-7 7-7 7-7 4L7" v / O Gq) O / NEW DOOR. _ _ _ _ _ _ _ ------ NEW(2)l "Xq "2.0 E LVL GIRDER --©---- ---------- --_-E} NEW(2)2"X6"HDR NEW(2)l "Xq 2.0E -- NEW(2)2"X6"HDR. q=2" 13=0" L VL GIRDER. _- ------ p 4"x 4" (1/NL P05T E55 0THER 15E -- EX/5T/N5, EX15TIN57 I / NEW 4X4 P65T I 12o NOTED). NEW P.T. 6X6 P05TWRAPPED a W BUILT IN WALL. NEW 2"x6" O / P05T FROM ABOVE. 3 5TEF5 DN W/ IN 6X6 AZEK P05T WRAPS. J. a 2 � G. ® l6 O.G. 6" RI5E LAND P05T ON CENTER OF N IEl O EX. LKIY EX15TIN5;7 FTC. (TYP) �C I_ _ _ _ _ _ q 6/ a COVERED I- - - - - - - - - � � CEILING HT. I _ \ REAR DECK CEILINGOri CEILING " ON5 TRUC TION - 4 EO. 11 EO. I 6-7 Il-5 0.511op MASTER I - 4 1 A51DE FROM ALL NOTE5 ON TRACTOR 15 RE5PO51 BLE OR THOR066H /REVIEW AN5 PLAN D APPLICATION OF VNEN DECKIN57 A5 ALL INFORMATION CONTAINED IN GENERAL NOTE5. DN NEW(2.)2'50"HDR 2 5ELE67E9 BY OWNER. I Ll 2. CONTRACTOR TO PROVIDE SUFFICIENT 5TRUGTURAL NEN BUILT IN 4X4 P05 121 5U OR $ CONNECTION $ CONNEGTION5 THROUGHOUT THE a - ECT w I 6=q" I r A�o2 I A-= 3. CONTRACTOR TO COORDINATE I KORK WITH ALL THE TRADE5. � p I J DK \ 105 I 106 I 2A 122 _ ° = z DECK � NEW(2)2 xI2 HDR - - - - - - __ - 4. ALL 91MEN51ON5 ON THE5E DRAIN/N65 ARE FINISHED ry ak KITCHEN CABINETS -__ �; DIMENSIONS. DN PROVIDED ° ° I I NEW(2, l 'xq "-2.OE LVL HDR. NEW(2)l j"xq 4"-20E LVL R. 6 /7'-0"zz- k -� - CEILING HT. ol w N INSTALLED BY OTHERS. , i REF I V2A W 5. HOLD ALL ANGULAR AND EXTERIOR D/MEN5ION5WET BAR TO BE PROVIDED G � 8'-0" MASTER = z $ IN57ALLE9 BY OTHERS 2A CEILING HT. _ EX. OUTDOOR o J� � \ _ _ BA 7T'H � 6. CONTRACTOR TO NOTIFY ARCHI TECT OF ANY DI5CREPANClE5 6--0 ` �' i PROVIDE PLUMBING A5 Z cr, _ SHOI�IER w z EX. FA M/L Y CEILING HT. i v v REQ�7 FOR NEW S/NK. Z\ 2 2 M O G�UNCERTAINTIES ON THESE DRAW/N65 IMMEDIATELY. ROOM O KITCHEN TCHEN ________ __ r----- ---------- -------- ----------- 18 7. A51DE FROM WHAT RA5 BEEN INDICATED ON THE DRAW/NC5 EX. HDR. TO REMAIN v O O I NEW 4X4 POST 2' . . O CONTRACTOR TO PROVIDE ANY ADDITIONAL SMOKE AND/OR ------- = v _ I v DINING a o CARBON MONOXIDE DETECTORS ACCORDING TO CODE. O ---- ------------------- 0 O I I I _ a BUILT IN WALL. 103 ^� ---- -------------------------- _ �0 cp p _ � I , ak = ROOM _ k I E a ° O 2 w ® ________�______ _ __.-_ I ; m N ® II I HALL AE EX. 0 w 57ACK I v PATCH FLOOR IN AREA , % I j I c� BA TH v NEW 4X4 P05T OVEN i OF REMOVED CHIMNEY. i� DN TO EXI5TIN6 i MATCH EXl5TING FLOOR l TYPICAL��EXTERIOR /�HALL - t �/Q »..... ...........................E I /I O 2"X4"/MOOD 5TUD® l6"O.G. 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COVERED NEW(2)I j"X q 4"2.6E LVL HDR w FRONT PORCH T 6'-0" VNEN DECKING,A5 5ELEGTED BY OWNER / u T O 2 4 EXISTING HDR. TO REMAIN. EX/STING HDR TO REMAIN. N p GE/LING HT. NEW P.T. 6X6 POST h�.'APPED TYPICAL NON-BEARING INTERIOR HALL - _-- - - - - - - - 1N6X6AZEKGOLUMNWRAP. - - - - - - - - - - LANDP05TON CENTER OF lO'6" 5" 6=0" 2"X(5"WOOD STUD® l6"O.G. WITH 5/NGLE 1O2 lol I OF lo LAY EXl5TING FTC. (7YPJ EIR 5/B"GYP BOARD ON BOTH 5/DE5 U.O.N. D /2=I" 12=l,/ a 6 ISNEW(2)Ii"xg4a NEW(2)15'xg4 2.0 E LVL GIRDER NEW(3)l 5'xq 4"2.0 E LVL 61RDER W/(2)j"57EEL PLATES 2.0 E LVL GIRDER. 5 \ 8"MAX RISE ---- - -- TYPE FOUNDATION WALL - 8 P.G. FOUNDATION WALL W/(I)#4 REBAR 12" _ 2 FROM TOP/BOTTOM AND MIDPOINT. WITH 14"x 6" i ----- ----- P.G. FOOTING W/(2) #4 REBAR CONTINUOUS. I i 22-2" 20'-0" 4=q,/ fit EXl5TING SEAL: �.�. REVISIONS/SUBMISSIONS: DRAWING TITLE: DATE: DESC RPT IO N: 4 iffururoRnu/iG� "R5 FLOOR IP�A 03/06/24 VjUEDFORCOarF RUGTION °. �� 04/04/24 REVyO/11 PROPOfED FIR,/T FLOOR PLAN 09/26/24 REV0O/12 / SCALE = 1/4" _ l'-O" '� q 2 crA N0.G,w)^� ko CAD FILE NAME: 2652 A-103 PROJECT TITLE: DATE: NSA PROJECT #: NEMSCHICK SIL_VERMAN RCHITECTS P.C. the business of ARCHITECTURE." MITCHELL RUIDE/`ICE 10/26/2025 23_2652 ". .. .. ........................._..... ......... _..... - .................... ..._...--.............._. .................. .--...._........_....._......._.. _.............................................................. _......................._.........._............ ------.._...... - - _ - - _ --- CAL- DRAWING NO CUTCHOGUE, NY 11955 66 EAST MAIN STREET _-- ------- - ... - ..._.. - - - _.. - - -- _--- ._.._.._.. _.-.. ..._......_._..._ _._.. __ .._.--..-... --_ -... -- ./'NOTED PATCHOGUE, NEW YORk; 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: A- 1 Phone : 631 563 2130 Fax : 631 563 2139 www.nsarchitects.com a COPYRIGHT 2024 NEMSCHICK SILVERMAN ARCHITECTS P.C. loon 109 05 14.052 NM 2 CONTIAVOtI5 VENTED RIDGE. — — —— — — — — —— —— — — -- — — — —— — — — — 7—— — — — — — — — — — — --- --- — — — — — — II : i it j C 4"PREFORMED ALUMINUM K 6Vr7ER AN9 LEADER F —————------——————— 5Y'57EM TO 5PLA5H BLOCKS ON GRADE(TYP). CONTINl.10/.5 ICE BARRIER MIN. 2FT FROM INTERIOR FACE OF EXTERIOR XALL5. II I PROIVDE ICE BARRIER if METAL V NEW 2"x1O FABRIC FLA5HINC7 0 5HIW_7LE NEN 2 IWO I R.R. 16 O.C. R.R. /6 O.C. ROOF TO METAL 5TAN91NO SEAM ROOF TRANSITION. C14 NEW M ROOF A51 — — — — — — — — — — —— — iEC Br 0)WER —— —— — — — — — — — lz TOP OF NEN AND EX15TINC7 \j ! ! i t I I 1 1 I I I ROOF RAFTER5 TO ALIGN. lL -------------------------------------------- ----- -- HEMMED EDGE ALUMINUM VALLEY FLA5HINO TO 6"EACH X4'r AT ROOF VALL IE5(TYP) I' !; j !, !i I 1EX. 2"x6 EX. 2`x6 HEMMED EDGE ALUMINUM R.R. 0 16 O.C. VALLEY FLASHING To 6 N EACH X4r AT ROOF VALL IE5 OYP). ��k 1z; 0115 VENTED RID&E.x—CONTINU -D( 2*-x-0`Rt,96f'-- "q- 3 RX7c_E Ex. 2 x PROVIDE ROOF CRICKET W,13 t COPPER COATED 5 TEP FLASHING. 1z; \ HEMMED EDGE &W/mm VALLEY FLA5HIN& TOO"EACH WAY AT ROOF V&L ZE-5(r)-P) j _j ... . ...... Q, C.T1644"O.C. Tyr F, 4- F _j f EX. 25(6u EX. 2x6 R.R. 16 O.C. R.R. 0 16 m O.C. 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MITCHLILL RUIUMCL 10/26/2025 252652 ........ ....................... .......... ............ ........... .......... ............ ............................................. ........................................ ....... ................... 765 rAIRWAY M. 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MITCHELL RUIUMCE 10/26/2023 252652 ". ..the business of ARCHITECTURE." ......... .._............. ..................... ............ ---.-- ......._.._.._... ... ..............._............. . ...........—................._..-----------.--------. ............._..............__................ ......... .................-. ... .._..-' ........._...._ .-- ............................... ....._.. SCALE: DRAWING NO CUTCI�OGUE, NY 11935 66 EAST MAIN STREET Irma . 1!1000 T' SECTION' BLOCK' LOT' DRAWN BY: A-201 OEM PATCHOGUE, NEW YORK 11772 Phone : 631 563 2130 Fax : 631 563 2139 www.nsarchitects.com 9 COPYRIGHT 2024 NEMSCHCK SILVERMAN ARCHTECTS P.C. 109 05 14.052 /`IM i EXISTING RIDGE TO REMAIN. PROVIDE HURRIGANE 5TRAPPIN6 PER SHEET A-500. EXI5TIN6 GOLLAR TIES TO REMAIN. PROVIDE NEW 2N4" GOLLAR TIE SO THAT EAGH RAFTER HAS,A GOLLAR TIE. NEW 2"xb" GEILING JOI5T5 IN/R-23 KRAFT FAGED BATT INSULATION BETWEEN GEILING JOI5T5 AND R-30 UNFAGED BATT INSULATION PERPENDIGULAR OVER GEILING JOISTS ROOF A55EMBLY: EXI5TIN6 ROOF ASSEMBLY TO REMAIN. EX. ROOF RAFTERS W/NEW I" VENTILATION BAFFLE 2 AND R-23 KRAFT FAGED BATT INSULATION BETWEEN R.R. AND 1/2" 6YP. BOARD GEILING. NEW METAL 5TANDIN6� SEAM ROOF AS 2 xb WOOD BLOCKING AT MID-SPAN. 5ELEGTED BY OWNER. - - PROVIDE ALUMINUM NEW P.T. 2"xb" GUTTER 4 DOWNSPOUTS LEDGER BOARD NEW(2) 1 3/4"x4 1/4" 2.OE NEW P.T. 2"xb" R.R. ® I6" O.G. LVL GIRDER. " AZEK IMPERIAL RAKE NEW P.T. 2"x6" G.J. GROWN (AZM-6937). ® I6" O.G. NEW BEADBOARD GEILING. PROVIDE ALUMINUM GUTTER 8 DOWN5POUT5 --------- ------- ---- --- -------- K 11 NEW(3) 1 j"X9 J" 2.0 LVL GIRDER W/(2) " STEEL PLATES. _ .. -_....._... -- -�.�� AZEK bXb AZEK IMPERIAL RAKE EXI5TIN6 WALL FRAMING — COLUMN WRAP. GROWN (AZM-6931). ASSEMBLY TO REMAIN. NEW P.T. bxb POST. NEW P.T. (3) EXISTING WALL FRAMING----_ PROF. PROF. 2"x6" 61RDER. 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BELOW GRADE (TYP) NEW P.T. 2"xb" LEDGER BOARD. 14" 0 P.G. FOOTING TO 36 MIN. BELOW GRADE TYP 14" 0 P.G. PIER TO 24"x24"xb" P.G. FOOTING W/(3) HORIZONTAL EPDXY NEW 4x4 WOOD P05T W/51MP50T1 COATED #4 REBAR EACH WAY. GAP d BASE W/ 12"A2"xb" P.G. < 36" MIN. BELOW 6RADE (TYP) FOOTING W/(2) #4 REBAR EAGH MY. I I I I EX. CONCRETE I NEW STAIR TO BE INSTALLED W/13 4" MAX L---- I -- ---jI FOUNDATION WALL. RISE, 10" RUN $ (2) 34"H GABLE HANDRAILS. EX. GONGRETE SLAB. HANDRAIL BALUSTERS TO NOT ALLOW PA55A6E OF 4" SPHERE. 56ALE _ 112" = P-0" SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: DATE: DESCRIPTION: ED °R\ ovog/24 i./urp roR mum W. ,� � PROPQ/'E.D,J'ECTIO/1 k �) 03/06/24 VJUEP FOR CO/9/TRUCTI0/1 '�7 ` (n 0 / /24 RLVJ/OA 21 LQ 09/2626/24 REVU10/1222 CAD FILE NAME: y O 2652 A-500 PROJECT TITLE: DATE: NSA PROJECT #: NEMSCHICK SIL'VERMAN RCHITECTS P.C. 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EXI5TIN6 ROOF A55EMBLY TO REMAIN. EX. ROOF RAFTERS W/NEW I" VENTILATION BAFFLE ROOF RAFTERS W/NEW I" VENTILATION BAFFLE AND R-23 KRAFT FACED BATT INSULATION AND R-23 KRAFT FAGED BATT IN5UL.ATION BETWEEN R.R. AND 1/2" 6YP. BOARD GEILIN6. BETWEEN R.R. AND I/2" GYP. BOARD GEILIN6. NEW (2) 2"XI2" FLU5H HDR. EXISTING GEILIN6 J015T5 W/R-23 KRAFT FAGED BATT INSULATION BETWEEN GEILIN6 ----- J0I5T5 AND R-50 UNFAGED BATT IN5ULATION PERPENDIGULAR OVER GEILIN6 J015T5 EXISTING GEILIN6 J015T5 W/R-23 KRAFT I I I I I I < ----- FAGED BATT INSULATION BETWEEN GEILIN6 I I I I I I II I II J015T5 AND R-30 UNFAGED BATT IN5ULATIO`J ----- PERPENDICULAR OVER C:EILIN6 JOISTS I II I II I II I II I II NEW 14" EGO-5TEEL METAL GHIMNEY. I I I IN5TALL A5 PER MANUFAGTURER'S 5PEG5. v ! V ,yyy �� - - I I t — --- NEW 5TUV-21-q5 WOOD BURNING P FIREPLAGE W/RA15ED FLOOR .-............_..........._..f...._.................._..._._ HEARTH. VENTED UP A5 REG'D BY ----- ! MANUFAGTURER5 5PEG5. P Pic EXI5TIN6 WALL FRAMING A55EMBLY TO REMAIN. PROF. PROF. PROF. - ... 1� ,i �, 1"IUDIR'OOl"I KITCHEN � � HIV G ROO NEW(2) 2 x 10 END J015T NEW FIRE-LITE 5TAND W/ 150HOOL << EXI5TIN6 FLOOR J0I5T5 TO REMAIN. 1 BLANKET BELOW. IN5TALL PER MANUFAGTURER'5 5PEG5. NEW NON-GOMBU5TIBLE FLOOR HEARTH. IMIN' IN5TALL PER MANUFAGTURER'5 5PEG5. !M' P In P )`'.; :j F ,F NEW 2x10 BLOGKIN6 EX. GONGRETE FOUNDATION WALL. 24" O.G. UNDER NEW F.P. EXI5TIN6 FLOOR J015T5 TO REMAIN. NEW 1 3/4" x q 1/4" - 2DE NEW 4x4 WOOD P05T At 51MP50N GAP � BASE W/ 12"xl2"x8" P.G. LVL 515TERED TO XISTING F.J. E X I ST INCH FOOTING W/(2) #4 REBAR EAGH WAY. E X I S T I NCB UNFINISHED UNF-INISHED NEW STAIR TO BE IN5TALLED W/8 1/4" MAX CELLAIR NEW 4x4 WOOD P05T W/51MP50N CELLAR R15E, 10" RUN 4 (2) 34"H GABLE HANDRAILS. GAP 4 BASE W/ 12"x12"x8" P.G. HANDRAIL BALU5TER5 TO NOT ALLOW — FOOTIN6 W/(2) #4 REBAR EACH WAY. PA55A6E OF 4" 5PHERE. EX. GONGRETE SLAB.— EX. CONCRETE SLAB. FR01=05,i�� SEC T/0A/ 3 SCALE= I/2" _ l'-0" 56ALE _ 112" _ l'-O„ 2 SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: DATE: DESCRPTION: 01/09/24 y/ULD FOR nU/VG PROPOVED,/'LCTI0/1 OS/06/24 vfuLD FOR CON/TRUCTIO/9 04/04/24 RLVI/10n 09/26/24 RLVIAOn 2� 2 1Y CAD FILE NAME: FT�!Eti3��kOc) 2652 A-501 PROJECT TITLE: DATE: NSA PROJECT #: NEMSCHICK SILVERMAN RCHITECTS P.C. MITCHLLL Rr_/11)L/lCL 10/26/2025 252652 ". ..the business of ARCHITECTURE." ..........__... ..-._......._....- _........._._..._......_.. .._....... . E__z------- — 11955 R CUTC�OGUE---- - , NY SCALE: DRAWING NO.: 2 66 EAST MAIN STREET - ---.__.. --- --------__ _----------. -- .__....__..... -- _. ... ___._..__...........__._ _..._._.._....... -.-. A/'NOTED Loo SECTION: BLOCK: LOT: DRAWN IBY:PATCHOGUE, NEWYORK 11772 A '501 Phone : 631 563 2130 Fax : 631 563 2139 www.nsarchitects.com c COPYRIGHT 2024 NEMSCHICK SILVERMAN ARCHITECTS P.C. 109 05 14.052 /IM i NEW(2) 1-3/4"XI4" 2.0E LVL RIDGE. PROVIDE HURRIGANE 5TRAPPINS PER 5HEET A-500. NEW 2"x8" CEILING J015T5 W/R-23 KRAFT FACED BATT INSULATION BETWEEN GEILIN6 JOISTS AND TOP RIDGE R-30 UNFAGED BATT IN5ULATION PERPENDIGULAR lip OVER GEILIN6 J015T5 u I i > i i 2"xb" WOOD BLOGKIN6 AT MID-SPAN. - I I o II I I �� - X • .x. I - � . X `\� � � f ROOF ASSEMBLY: FIRS FLOOR CEILING l` NEW 5HIN6LE ROOFING. 2"XIO" ROOF RAFTER5 W/NEW I" VENTILATION BAFFLE AND R-30G -..........................-..--.---...._....... - --.... r-II—..._..._—...-- -.._--..----------------------------------------.------------------------------------------- KRAFT FAGED BATT INSULATION BETWEEN R.R. I I AND 1/2" 6YP. BOARD GEILIN6. it NEW 4V" P05T ~ I I BUILT IN WALL. I i I I I i INTERIOR WALL A55EMBLY: 2"X4" WOOD 5TUD5 WITH " ' 6YP. BOARD ON BOTH 51DE5. I 1 �• I I y` GONTINUOU5LY VENTED II (2) 2"Xb" DOOR HEADER. "' VINYL SOFFIT (TYP) II — II • EXTERIOR WALL ASSEMBLY: N ( � i NEW GEDAR 510IN6 OVER :: R-3 RI61D INSULATION ON Klz 5L6. WRAP ON J" PLYWOOD 5HEATHIN6 ON 2"X4" WOOD ' N STUDS WITH R-15 KRAFT FACED GATT INSULATION AND ' I 6YP. BOARD ON INTERIOR. F> I k ��0�• I `I A6TER 5EPROOM K I I FLOOR A55EMBLY: (FIN15H FLOOR HT. TO MATGH EXI5TIN6) FIN15HED FLOOR OVER �" PLYWOOD 5UB-FLOOR ' 6LUED AND NAILED TO 2" x 10" FLOOR J015T5 I I6" O.G. WITH R-25 KRAFT FACED BATT IN5ULATION FIR5 FLOOR i i (2) 2"x6" P.T. 51LL PLATE WITH ALUMINUM ..................... TERMITE SHIELD AND 51LL 5EAL INSULATION 1� _..............._._.............................. NEW 8" P.G. FOUNDATION WALL W/(1) #4 REBAR _ NEW 12" FROM TOP/BOTTOM AND MIDPOINT. WITH 14" CRAWL SPACE x a,, P.G. FOOTING W/(2) #4 REBAR ° � � CONTINUOUS. CRAhf 5PACE m 2" P.G. SLAB W/6MIL. VAPOR BARRIER ON WELL GOMPAGTED POROU5 FILL -546 601 T/(VA/ 2 SCALE = I/2„ = I,O„ SEAL: i�---�� REVISIONS/SUBMISSIONS: DRAWING TITLE: FEE t3� DATE: DESCRIPTION: ������ ��•�l��S /�: 01/09/24 I/lueD POR FILInG PROPO1117-fLCTI0/1 / > �� 03/06/24 011W FOR CONTRUCTIOn PC 7, �\ 04/04/24 111! On 1 09/26/24 RrVVIOli 2QQ J `epp. FILE NAME: 2652 A-502 PROJECT TITLE: DATE: NSA PROJECT #: NEMSCHICK SILK✓ERMAN RCHITECTS P.C. MITCHELL Rr-fIDE/`ICE 10/26/202) 25 2652 "...the business of ARCHITECTURE." 765 FAIRWAY DR. �SCALE: DRAWING NO.: 2 CUTCHOGUL, IV11955 _ 66 EAST MAIN STREET -_----�--- ---- -------�-- ---------..._ --- ------------ _.. _ ------- ---...-----_ _- - - ...-- --- ---- - ---- AJ NOTED PATCHOGUE, NEW YORK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: A-502 Phone : 631 563 2130 Fax : 631 563 2139 www.nsarchitects.com @ COPYRIGHT 2024 NEMSCHICK MVERMAN ARCHITECTS P.C. 1000 109 05 14.0.52 7f Y USE EVERY OTHER NAZI_ HOLE USE EVERY OTHER NAIL HOLE IN A ROW TO PROVIDE THE LATH COMMIN A ROW TO PROVIDE THE GORE-REQUIRED MINIMUM ENO 5INw-ON5T VN6-7IEc5 51r1P50NL5TA36 RMEVAIs CODE-REQUIRED MINIMUM 12"UP CENTER-TO-CENTER LEN6TH coiLm snzaP o l6•oc. o EACH RAFrse 06E VBJT R�GtSE CENTER-TO-CENTER STun f=AG 5PAGING FOR NAILS 5PAGING FOR. NAILS &/,4/,- ROOF RAF7ER 0 . 0 oc. _ o Q ° CLEAR SPAN Ll G520 STRAP- o °- 1 IL .4 d 1° EI0 O ° PROVIDE MINIMUM 'I" o LENGTH END 015TANCE s 6`/oc WRAP PLATE EQUAL NUMBER OF R/D�e Dora/L (5IMP50N 5TRON6-TIE 05) 5PECIFIED NAILS I. INSTALL 5TRAPPING A5 R.EQ'D PER IN EACH END RAMMTHE WFCM 2001 TABLE 2.2A AND 3.3B. 5/M1°°.aON 57RONcr-nL'G5 CO/Lt97 51Ra1' Lo�4D P�nI�LObRMl11ks DrT�4/L N oRAMM n� JAR n�DL'TA/L MAX.b/5T BR/D►5/N5 57RONFrTE M GR lPITBRI r3R P"9IRONS m Tmv I. WALL 7M 6 16'OG L IWAL Tft A6 PM�BWH RArIM /(�/�//fir /��/ jAj, /y'� }/�� T T {,�rw� 2 WALL Td A6 Rw FM IM F#W 2W TAKE 1% L WTALL GAM vW616 HK 6W OG XAr J. 67RARFI�/ VI / / ►IL. �/ � / /E APE! A/Lys PMM MGM 2MTAd[6.4 TMIXSMNO TAM 11. rin W.6' HOW D54Ml BOLTS 5EE CONTRACT v ED PRAWIN65 t PR90DEDOWLE DCW cD . . . . . . _•— :I:�-I: ---�'— — — —�—xx �'� srMI5ON f92A o : : : : : : : :o: `p M M*lAts oa5r o o 1 . .G__. 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Unu7Y7RIN I..�I 11=1 I I I 11 El I III- I I I I1=1I I I I-III III-III- I-I I I I -III- SCALE = NT5 -III-III III-III i i 1-1 11-' (4)Ica ntalLs (2 N,4/LS 2-*4 GONT EACH PLA7� " AAGMOR BOLT 5/DIN&NTH 5NAP-LOCK ti RWH PMED W MO BEAR/MZ SOIL 0 6'OG.j 5T�HOMV UTILITY TRIM 6 MIL N015nRf BARRIER • ,,' DRAINAGE PLAID RB`.FM PLAN OVZR 5hFATHIN& rMIL Or lMMCA THIC14OW rIGIu1 A77Oy64LIA10OR ABM/615 DerA SIDING C'�L05LR��4T NUII�W SILL SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: "5--== j (-ED Al DATE: DESCRIPTION: 01/09/24 wurp FOR FILING TYPICAL PLTAI CAD FILE NAME: OF J . h+ ��3 2652 A-500 PROJECT TITLE: DATE: NSA PROJECT #: NEMSCHICK SILVERMAN RCHITECTS P.C. MITCHELL RUIDE/`ICE. 10/26/2025 25 2652 ". ..the business of ARCHITECTURE." _ —_----— - -._ �� _— — — - SCALE: DRAWING NO.: CUTCHOGUE, NY 11955 66 EAST MAIN STREET - --------- -.... _. ............_........ _.. _ __ _- - --- -- -------- -- PATCHOGUE, NEW YORK '11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: Phone : 631 563 2130 Fax : 631 563 2139 www.nsarchitects.com 0 COPYRIGHT 2024 NEMSCHICK SILVERMAN ARCHITECTS P.C. 1000 109 05 14.052 NM I OX 7 L) FZ E� E-� L) L I.D. MODEL UNIT 51ZE (&H) MANUFACTURER HEAD HEIGHT (HH) MUNTIN5 COLOR OVERALL WINDOW U VALUE 5HCGC VENT AREA 6LA55 AREA No. ROOM FIXTURE MANUFACTURER / MODEL REMARKS AREA (5.F.) A CA5EMENT CM145 2'-//15M"x 4'-413//6" ANDER5EN 400 5ERIE5 t-VLL 11N/T5 2 X 2 A5 5ELECTED BY 0ANER 132 029 029 10.0 10.5 A KITCHEN SINK A5 5ELE67ED BY OWNER B CA5EMENT CXW/45 2'-///5//6'x 4-413116" ANDER5EN 400 5ERIE5 6'-B�F F 2 X 2 A5 5ELECTED BY OkAER 13.2029 029 /O.O 10.5 KITCHEN FAUCET A5 5ELE6TED BY OWNER G CA5EMENT CXW145 2'--H 15116"x 4-413176" ANDER5EN 400 5ERIE5 2 X 2 A5 SELECTED BY OWNER 132 029 029 /O.O 10.5 B KITCHEN D15HWA5HER HOOK UP A5 5ELEG7E9 BY OWNER D OMIT C FAMILY ROOM 5/NK A5 5ELECTED BY OWNER E CASEMENT CXW13 2'--ll 15/16'x 2'--ll 15/16" ANDER5EN 400 5ERIE5 6'-&A.F.F VLF. 2 X 2 A5 5ELE0ED BY OWNER 9.0 029 029 6.5 6.8 FAMILY ROOM FAUCET A5 5ELE67ED BY OWNER F CA5EMENT CXW145 2'--H 15/16"x 4'-413/l6" ANDER5EN 400 5ERIE5 MULL UNITS 2 X 2 A5 5ELE67F9 BY OWNER 13.2029 029 10.0 !OS D BATHROOM TOILET A5 5ELECTED BY OWNER G CA5EMENT CX1145 2Wl 15,16"x 4-413176" ANDER5EN 400 5ERIE5 TOGETHER 2 X 2 A5 5ELECTED BY OWNER 132 029 029 /0.0 10.5 E BATHROOM SINK A5 SELECTED BY OWNER 6'-6"A.F.F V.I.F. H CA5EMENT CXW/45 2'-H 15116"x 4'-413/I6" ANDER5EN 400 5ERIE5 2 X 2 A5 5ELECTED BY OWNER 132 029 029 /O.O 103 BATHROOM FAUCET A5 5ELECTED BY OWNER I CA5EMENT CXW145 2'41 15116"x 4'-413/16" ANDER5EN 400 5ERIE5 6'-6"A.F.F V.I.F. 2 X 2 A5 5ELE67E9 BY OWNER 132 029 029 /O.O 10.5 F BATHROOM 5HOPER HEAD A5 5ELECTED BY DIMMER J CA5EMENT CXPy13 2'-H 15/16"x 2W/15176" ANDER5E61 400 5ERIE5 6'-8"A.FF V.I.F. 2 X 2 A5 5ELECTED BY OWNER 9.0 0.29 029 65 6.6 BATHROOM 5HOMER CONTROL5 A5 5ELECTED BY OWNER 8 G MU17/LAUNDRY WA5HER A5 5ELE67ED BY OWNER L CASEMENT CXW145 2'-ll 1M6"x 4'-413/l6" ANDER5EN 400 5ERIE5 MULL UNITS 2 X 2 A5 5ELEGTEP BY OWNER 13.2 0.29 02q 10.0 10.5H MUD/LAUNDRY 51NK A5 5ELECTED BY OWNER M CASEMENT CX1V145 2'--H 1516?'x 4'-4 13/76' ANDER5EN 400 5ERIE5 TOGETHER 2 X 2 A5 SELECTED BY OWNER 13.2 029 029 10.0 105 MUWLAUNORY FAZET A5 5ELECTED BY OhMER 6'-6'A.FF V.I.F. N CA5EMENT CXWl45 2'-11/5176"x 4'4 13,46" ANDER5EN 400 5ERIE5 2 X 2 A5 5ELEC7ED BY OWNER 132 029 029 /0.0 105 1 6UE5T BEDROOM BATH 51NK A5 5ELE67FD BY Ol1WER O CA5E4ENT CXW145 2'-ll 15116"x 4'-4 13/16" ANDER5EN 400 5ERIE5 6'-6"A.FF V.I.F. 2 X 2 A5 5ELE67ED BY OWNER 132 029 029 /O.O 105 6UE5T BEDROOM BATH FAUCET A5 5ELECTED BY OWNER P CASEMENT CXWI45 2'41 15/16"x 4'413116" ANDER5EN 400 5ERIE5 I-VLL VNIT5 2 X 2 A5 5ELECTED BY OWNER 13.2 029 0.29 /0.0 105 J 6UE5T BEDROOM BATH TOILET A5 5ELE67E9 BY OWNER TOGETHER 0 CASEMENT 00145 2'-ll 15/16"x 4'-413,46" ANDER5EN 400 5ERIE5 6'-6"A.FF V.I.F. 2 X 2 A5 5ELECTED BY OWNER 132 029 029 /0.0 105 K GEE5T BEDROOM BATH 5HOHER HEAD A5 5ELECTED BY OWNER R CA5EMENT CX/.y/3 2'-Il 15/16"x 2'-ll 15/76" ANDER5EN 400 5ERIE5 6'-6"A.F.F V.I.F. 2 X 2 A5 5ELECTED BY OWNER 90 029 029 65 6.6 6UE5T BEDROOM BATH 5HOk R CONTROL5 A5 SELECTED BY OWNER 5 CA5EMENT CXW145 2'-ll 15/16'x 4-413/16" ANDER5EN 400 5ERIE5 6'-6"A.FF V.I.F. 2 X 2 A5 5ELECTED BY OWNER 13.2 0.29 0.29 /0.0 10.5 L KID5 BEDROOM BATH SINK A5 5ELEC7F9 BY OWNER T CA5EMENT CXW/45 2'-1/l5/16"x 4'-413/l6" AN12ER5EN 400 5ERIE5 6'-6"A.FF V.I.F. 2 X 2 A5 SELECTED BY OWNER 13.2 029 0.29 /0.0 10.5 KI95 BEDROOM BATH FAUCET A5 5ELECTED BY OWNER U CASEMENT CXW/45 2'-ll 15/l6"x 4-413/16" ANDER5EN 400 5ERIE5 6'-6'A.F.F V.I.F. 2 X 2 A5 5ELE67F9 BY OWNER 132 029 029 10.0 10.5 M KID5 BEDROOM BATH TOILET A5 5ELE67ED BY OWNER V CA5EMENT CXW145 2'-Il 15/16"x 4-413116" ANDER5EN 400 5ERIE5 2 X 2 A5 5ELECTED BY OWNER 132 0.29 029 /0.0 10.5N KID5 BEDROOM BATH 5HOkER HEAD A5 5ELEGTEO BY OWNER MULL 1/N175 W CA5EMENT CM145 2'-ll 15116"x 4'-413/l6" ANDER5EN 400 5ERIE5 TOGETHER 2 X 2 A5 5ELECTED BY OWNER 132 02q 029 10.0 105 KID5 BEDROOM BATH 5HOPER CONTROL5 A5 5ELECTED BY OWNER 6'-6"A.F.F V.I.F. X CA5EMENT CXW/45 2'-ll 1546"x 4-413116" ANDER5EN 400 5ERIE5 2 X 2 A5 5ELECTED BY OWNER 13.2 029 029 /O.O 10.5 KID5 BEDROOM BATH FAUCET A5 5ELECTED BY OWNER Y CASEMENT C12 2'-0118'x 2'-0 1/6" ANDER5EN 400 5ERIE5 5�-2"ABOVE ATTIC 2 X 2 A5 5ELE67E9 BY OWNER 4.0 029 029 2.6 2.6 KID5 BEDROOM BATH BATHTUB A5 5ELECTED BY OWNER FLOOR V.I.F. Z CA5EMENT C12 2'-0 l/8"x 2'-0 1/6" ANDER5EN 400 5ERIE5 2 2' ABOVE ATTIC 2 X 2 A5 5ELEG7E9 BY OWNER 4.0 029 029 2.6 2.6 O MA5TER BATH TOILET A5 5ELECTED BY OWNER FLOOR V.I.F. AA CA5EMENT C12 2'-0 Ile"x 2'-0 1/8" AN9ER5EN 400 5ERIE5 /2'-0i4.F.F V.I.F 2 X 2 A5 5ELE67ED BY OWNER 4.0 029 029 2.6 2.6 P MA57ER BATH SINK A5 5ELECTED BY OWNER AB CA5EMENT C12 2'-01/8"x 2'-0 1/0' ANDER5EN 400 5ERIE5 5�-2"ABOVE ATTIC 2 X 2 A5 5ELE0E9 BY OWNER 4.0 029 029 2.6 2.6 MA57ER BATH FAUCET A5 5ELECTED BY OWNER FLOOR VLF 0 MA57ER BATH 51NK A5 5ELECTED BY OWNER O I. ALL 6LAZIN6 SHALL MEET WINDBORNE DEBR15 REGUIREMENT5 PER THE BUILDING CODE OF NY5. MA5TER BATH FAUCET A5 5ELECTED BY OWNER 2. ALL 6LA55 TO BE LOW-Ell GLAZING 2 3. ALL WINDOW5 TO HAVE FLiLL I" DIVIDED L16HT5. R MASTER BATH 5HOhER HEAD A5 5ELE67F9 BY OWNER 4. ALL WINDOW INTERIOR5 TO BE FACTORY PAINTED 5. ALL HEAD HE16HT5 ARE MEA5URED FROM FIRST FLOOR LEVEL MA57FR BATH 5HOAER CONTROL5 A5 5ELEGT ED BY OWNER 6. (2) 2"X8" HOR. FOR ATTIC WINDOW5 Y, Z,AA $ AB NOTE: 2 I. 6G 5HALL CONFIRM ALL WINDOW AND DOOR NO. FROM / TO UNIT DIMEN51ON MAKE / MODEL MUNTIN5 FRAME COLOR REMARKS 5ELEGTION5 INGLUDIN6 HARDWARE AND FINI5HE5 WITH OWNER PRIOR TO ORDERING. 100 FRONT PORCH/FOYER 3'-0"x 6'-6" ANDERSON/AEHIP3065 2 X 2 VINYL GLAD W/WOOD A5 5ELECTED BY OWNER EX7FRIOR DOOR /0/ EXTERIOR/GARAGE 9'-O"x 7'-0" A5 5ELECTED BY OWNER A5 5ELEC7ED BY OWNER OVERHEAD DOOR 2.DOOORR ACTOR TO VERIFY ALL WINDOW AND M MEASUREMENTS AND HEAD HEIGHTS 102 EXTERIOR/GARAGE q'-0"x 7'-0" A5 5ELE67ED BY OWNER A5 5ELECTED BY ONIER OVERHEAD DOOR PRIOR TO PURGHA5E/IN5TALL. l03 EXTERIOR/BATH 2'--6'x 6'-6" AN9ER50N/15PD2966AR 2 X 2 VINYL GLAD W kWD A5 5ELE67ED BY OWNER EXTERIOR DOOR 3. WEATHER STRIPING ON ALL EXTERIOR DOORS. 104 EXTERIOR/FAMILY ROOM 6'-0"x 6'-6" ANDER50N/NLGD6066R 2 X 2 VINYL CLAD W/WOOD A5 5ELECTED BY OWNER EXTERIOR 5LIVER 4. ALL POCKET DOORS TO HAVE 20005G 105 REAR DECK/DINING ROOM 6'-0"x 6'-8" ANDER50N/NLG06066R 2 X 2 VINYL GLAD W OOD A5 5ELEGT ED BY OWNER EXTERIOR 5L1DER 5ERIE5 HEAVY-DUTY 5OFT-GLO5E0 POCKET DOOR FRAME KIT BY JOHN50N HARDWARE. 106 REAR DECK/DINING ROOM 6'-0"x 6'-6" ANDER50N/NLGD6066R 2 X 2 VINYL CLAD W/HOOD A5 5ELECTED BY OWNER EXTERIOR 5LIDER NG 5. 2X4 POCKET DOOR ASSEMBLY WITH 2X l07 GARAGE/MUDROOM 2'-6"x 6'--6" TRU5TILE/5/N57LE PANEL PRE-HUNG WOOD A5 5ELECTED BY 3/4 HR RATI OWNER 14 HR L0 N FURRIN6 FOR ELECTRIC BOX. l06 FAMILY ROOM/BATH 2'-6"x 6'--6" TRU5TILE/51N57LE PANEL PRE-HUNG WOOD A5 5ELECTED BY Ok MER 109 LIVING ROOM/6UE5T BEDROOM 2'-6"x 6'--6" 7RU5TILE/5/N57LE PANEL PRE-HUNG WOOD A5 5ELECTED BY OWNER 1/0 W.I.G./GUEST BEDROOIy (2)2'-0"x 6'--6" 705TILE/2-PANEL PRE-HUNG HOOD A5 5ELECTED BY OWNER 2 111 BATH/6UE5T BEDROOM 2'-6"x 6'--6" TRU5TILE/POCKET DOOR PRE-HUNG WOOD A5 5ELE67ED BY OWNER 112 LIVING ROOM/VE5T13VLE 2'-6'x 6'--6" 705TILE/POCKET DOOR PRE-HUNG WOOD A5 SELECTED BY OWNER 113 VE5TIBULE/KID5 BEDROOM 2'-6'x 6'--8" 7RU5TILE/5/N57LE PANEL. PRE-HUNG WOOD A5 5ELECTED BY OWNER 114 CL./KID5 BEDROOM (2)2'-0"x 6'--6" TRU5TILE/2-PANEL PRE-HUNG WOOD A5 5ELECTED BY OWNER 115 CL./KID5 BEDROOM (2)2'-0"x 6'-8" 705TILE/2-PANEL PRE-hVNG WOOD A5 5ELEG7EP BY OWNER 116 KID 15 BEDROOM/BAT,y 2'-6"x 6'-6" TRU5TILE/5/N&LE PANEL PRE-HUNG WOOD A5 5ELE6T ED BY OWNER ll7 CL./BATH (2)P-6"x 6'--6" T05TlLE/2-PANEL PRE-hWC7 OD A5 5ELECTED BY OWNER 0 VE5TIBULE/MA57FR BEDROOM 3'-0"x 6'-6" TRU5TILE/51NOLE PANEL PRE-hW&HOOD A5 5ELE67FD BY OWNER 119 MA575R BEDROOM/NEW I?ECK 6'-0"x 6'-6" AAVER50N/NLGD6068R 2 X 2 VINYL CLAD W/WOOD A5 5ELECTED BY OWNER EXTERIOR 5L1DER 120 MA57ER BEDROOM/H..1.C. 2'-0"x 6'-6" TR 15TILE/POCKET DOOR PRE-h C7 WOOD A5 5ELECTED BY OWNER 121 MA57ER BEDROOM/H.I.C. 2'-0"x 6'-6" 7RU5TILE/POCKET DOOR PRE-HUNG WOOD A5 5ELEG7FD BY OWNER 122 MA57ER BEDROOM 2'-6"x 6 6" T05TILE/POCKET DOOR PRE-HUNG WOOD A5 5ELECTED BY Ok#ER /MA57ER BATH SEAL- == REVISIONS/SUBMISSIONS: DRAWING TITLE: 2 REU) ��'3 DATE: DESCRPTION: 2 01/09/24 1JUrP rOR FILI/iG 03/06/24 If/UrP rOR COIi/TRUCTIO/1 ` , /� \ ' ,i �-1 04/04/24 PLV) 10N 1 DOOR, W I/ POW & 09/26/24 RUVON2AQ PLUMPJI/yG C�IEDUL (P ,� 3 l �/ y CAD FILE NAME: 2652 A-600 PROJECT TITLE: DATE: NSA PROJECT #: NEMSCHICK SIL'VERMAN RCHITECTS P.C. MITCf�ELL R�/IDFJICE 10/26/2023 23 2652 "...the business of ARCHITECTURE." _...-.......... _.. ..................... .......... ...................... ...........----..............._. _..........._.__......................_..__......_........... ....._.........._.._.. _ ..._.... .......-.......IL� z .._........... SCALE: DRAWING NO.: N] CUTCHOGUE, NY 11955 66 EAST MAIN STREET ...... O<- ......... ... -......_.._... A./'NOTED PATCHOGUE, NEW YORK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY:Phone : 631 563 2130 Fax : 631 563 2139 www.nsarchitects.com 0 COPYRIGHT 2024 NEMSCHCK SILVERMAN ARCHITECTS P.C. 1000 109 OS 14.052 /AIM i 4" THRU ROOF U 4" THRU ROOF 4" THRU ROOF 4"CTTHRRUOOFU 4" THRU ROOF 4" THRU ROOF ROOF I � I 2" v 3" 2" ✓ I 2"V 2"v I 2„v 3„ 2" V 2"✓ I � I FAM/L7'ROOM BATH i I KITCHEN WDROOM I DINING ROOM I 6UE5T BEDROOM BATH i K/D5 BEDROOM BATH MASTER Bf4THROOM I 11120 ✓ 1 /112" ✓1 _ 2" ✓ _--J I /112"✓ J — " � L 2 ✓ _—r I _--"T-- — _ r— I 2" ✓ _ r-- I I _— _ " — , I I 1/ 112" v 1 / 1128V 1 / 112"✓ 1112" ✓ I I 1 / //2"✓ 1 ///2" ✓ 1 /112" ✓1 , /112" ✓I 1 / 112" ✓ I / 112" ✓ I / //2" ✓ I I /112" ✓ ( /112" ✓ ( ///2" ✓ 1 ///2"✓ 1 /112" ✓ 1 I112"✓ 1 / 112"✓ I LA✓I I I I I 1 LAV LA✓I 1 I LAV I I LAV I I I LAV I I , I I , 1 LAV I LAV I G. 1 L I SH 1 1 �/G. I L Ihf G. I I I N.C. 15HWR 3" I l l/2" Dh! M I G I I I SHINR 1 7UB SHWR 15TL.00R 2" 2" 2" I 2 2" I 2" I 2" 2" )2" )2" 2" 2" 2" 2" 2" )211 2" 1 G.O. 3" 3" 3" 3" 4" TO EX15T1NG 5UFFOLK COUNTY APPRO✓ED 2 5ANITARYD15P05AL SYSTEM OELLAR UM5 INO R I-5ER 1� ORA M 01ZE OF NAPO FOR Fil---04BIN6 FIX7UREO PLUMBING FIXTURE MIN. TRAP 51ZE SCALE = N.T.5. BATHRUB (WITH OR WITHOUT 5HOWER HEAD AND/OR WHIRLPOOL ATTAGHEMENT5) 1 Y2 BIDET 14 GLOTHE5 WASHER STANDPIPE 2 DISHWASHER 1 Y2 FLOOR DRAIN 2 KITGHEN SINK (ONE OR TOW TRAPS, WITH OR WITHOUT DI514WA514ER AND 1 Y2 FOOD WASTE DISPOSER) LAUNDRY TUB (ONE OR MORE COMPARTMENTS) 02 LAVATORY IY4 SHOWER (BASED ON THE TOTAL FLOW RAET THROUGH 5HOWERHEAD6 AND BODY5PRAYS) FLOW RATE: 5.7 GPM AND LE55 I Y2 MORE THAN 5.7 PGM UP TO 12.3 GPM 2 MORE THAN 12.3 GPM UP TO 25.5 GPM 5 MORE THAN 25.5 GPM UP TO 55.6 GPM 4 NOTE5: P3103.1 ROOF EXTENSION. OPEN VENT PIPE5 THAT EXTEND THROUGH A ROOF SHALL BE TERMINATED NOT LE55 THAN 6 INGHE5 (152 MM) ABOVE THE ROOF OR 6 INGHE5 (152 MM) ABOVE THE ANTIGIPATED 5NOW AGGUMULATION, WHIGHEVER 15 GREATER. P3103.2 FR05T 61.05URE. WHERE THE 97.5-PERCENT VALUE FOR OUT5IDE DE516N TEMPERATURE 15 O!bF (-6,60) OR LE55, VENT EXTEN51ON5 THROUGH A ROOF OR WALL SHALL BE NOT LE55 THAN 3 INGHE5 (76 MM) IN DIAMETER. ANY INGREA5E IN THE 51ZE OF THE VENT SHALL BE MADE NOT LE55 THAN I FOOT (304.8 MM) IN51DE THE THERMAL ENVELOPE OF THE BUILDING. SEAL: � ..:� REVISIONS/SUBMISSIONS: DRAWING TITLE: DATE: DESCRIPTION: 01/09/24 f/UED FOR FILOG 4 Q�l ti�Cn 04/0 /2 I// CON/TRUCTIO/V 04/04 PLUMP�I/1G RfLR DIAGRAM 24 REVIAO/I J/IOn 1 09/20/24 PEVVIO/I2QQ `,try No.oa U � � CAD FILE NAME: _ _ �"W✓�� 2652 A-601 ARCHITECTS PROJECT TITLE: DATE: NSA PROJECT #:NEMSCHICK SILVERMAN P.C. MITCI�r.LL RUIPLIiCE 10/26/202) 23_2652 ...the business of ARCHITECTURE." — — — - SCALE: DRAWING NO: 2 CUTCNOGUE, ff 11935 66 EAST MAIN STREET PATCHOGUE, NEW YORK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: —001 Phone : 631 563 2130 Fax : 631 563 2139 www.nsarchitects.com N COPYRIGHT 2024 NEMSCHCK SILVERMAN ARCHITECTS P.C. 1000 109 05 14.0.52 /IM I