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Home My WebLink About49639-Z oe So�ryo`o Town of Southold * * P.O. Box 1179 0 53095 Main Rd uerr. Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46687 Date: 11/14/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 4270 Oregon Rd Mattituck, NY 11952 SecBlock/Lot: 95.-3-9.1 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 07/17/2023 Pursuant to which Building Permit No. 49639 and dated: 09/05/2023 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Additions and alterations including decks, an attached garage with living space above (no bedrooms), and a 2nd floor deck to existing single-family dwelling as applied for. The certificate is issued to: Scott Shellenhamer , Brittany Davies Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 49639 9/02/2025 PLUMBERS CERTIFICATION: Brad Piecuch 6/24/2025 thori ed igna re aof Sao T TOWN OF SOUTHOLD BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT RENEWED (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49639 Date: 09/05/2023 Permission is hereby granted to: Renewal Date: 09/25/2025 Scott J Shellenhamer 75 Poplar St#77P Brooklyn, NY 11201 To: construct additions and alterations to existing single-family dwelling as applied for. Premises Located at: 4270 Oregon Rd, Mattituck, NY 11952 SCTM#9S.-3-9.1 Pursuant to application dated 07/17/2023 and approved by the Building Inspector. To expire on 09/25/2027. Contractors: Fees: Renewal Fee $567.30 Total $567.3 j -- - ----------------- Building Inspector TOWN OF SOUTHOLD tiy��guFEotk�o BUILDING DEPARTMENT to 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#: 49639 Date: 9/5/2023 Permission is hereby granted to: Shellenhamer, Scott 75 Poplar St#77P Brooklyn, NY 11201 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 4270 Oregon Rd, Mattituck SCTM #473889 Sec/Block/Lot# 95.-3-9.1 Pursuant to application dated 7/17/2023 and approved by the Building Inspector. To expire on 31612026. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $909.60 CO-ADDITION TO DWELLING $50.00 Total: $959.60 Building Insp r pF SO(/T�QI 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 1 1 97 1-0959 �Q c4UNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Scott Shellenhammer Address: 4270 Oregon Rd City: Mattituck St: NY Zip: 11952 Building Permit* 49639 Section: 95 Block: 3 Lot: 9.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Platinum East Electric License No: 34091 ME SITE DETAILS Office Use Only Indoor rv— Basement F Service r Solar F Outdoor Fv-1 1st Floor Wo Pool r Spa F Addition I— 2nd Floor Hot Tub r Generator f Survey rr Attic (— Garage Battery Storage f INVENTORY Service 1 ph F Heat Duplec Recpt 28 Ceiling Fixtures 9 Bath Exhaust Fan 1 Service 3 ph F- Hot Water 30A GFCI Recpt Wall Fixtures 11 Smoke Detectors 1 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 16 CO Detectors Sub Panel 100A A/C Blower 1 Range Recpt Ceiling Fan 1 Combo Smoke/CO 2 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors 1 Disconnect Switches 24 4'LED Exit Fixtures Other Equipment: 100A Sub Panel 24 Circuit/ 16 Used, (3)120Combo (2)115ArcFault (2)120GF1 Breakers, Ducted Minisplit 50A Notes: Two Story Addition w/ Garage Inspector Signature: X Date: September 2, 2025 Sean Devlin Electrical Inspector sean.devlinQtown.southold.ny.us 42700rego nTwoStoryAdd ition cwn hall Annex ` �►® �y "� Telephone(631)76&1802 54375 Main Road l3 O.Box 1179 ��W E U 2 3ouffiold,NY 11971-0959 J U 15 AN 2 5 202 5 BUILDING DEPARTMENT Su16din9 DoPartment TOWN OF SOUTHOLD Town of Seuthold CERTIFICATION Pate: 6 q 0z Building Permit No. Z 7 cit 3 9 �. Owner: 1 .-((PPlease print) Plumber- (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 ` day of LUX-e,_ 20 Notary Public, /� County SUSAN A. evuYozlt Notary Public,State of No.Oi R16183459 Quatifieil in Suffolk March 17,,2023T Commission F,cP . 'i OF SOUTy�� -- - - '� .TOWN OF SOUTHOLD BUILDING DEPT. Comm �0 631-765-1802 �(o 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: f 4 ;��A/ lei DATE yZl �'"�. INSPECTOR OF SOUIyO� _- # # _ TOWN OF SOU.THOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ]. FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] F DATION 2ND [. ] INSULATION/CAULKING [ FRAMINr%SAPpiNG [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FI RESISTANT CONSTRUCTION [ .] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: (�7AV o O�kYvV - DATE l YY ?�/ -INSPECTOR ho�aOF SOUlyOlo �� l.) w L TO N O* * —F THOLD BUILDING DEPA. SO coo 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 _ [ ] PRE C/O [ ]. RENTAL REMARKS: 7IC4 Z Oda a DATES INSPECTOR ho��Of SOUIyO� * # TOWN,OF SOUTHOLD BUILDING DEPT. "cou 631-765-1802 ANSPECTION FOUNDATION 1 ST/ REBAR [�OUGH PLBG. [ ] FOUNDATION 2ND [�SULATIOWCAULKING [ ] 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: elu Is5 V2.2 ail � o ff. VI S U �cu, u o✓e'g_ l n s fag- v�- s . . . D d-v ten. DATE `off INSPECTOR g 50UTyOlp Lj q (o 3 Tl � TOWN OF SOU — --- '* # THOLD BUILDING DEPT. l'i CooNr+��' 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) LECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: )vv cv—.oe DATE INSPECTOR 500Tyo� * # TOWN OF SOUTHOLD BUILDING DEPT. o Rio 631-765-1802 �J��JANSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] RO H PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS. 0�011_ U� ud"-f-al6l N�- No VVoAl 910A DATE INSPECTOR 1977 Main Road,Laurel NY 11948 CffT1ICfEff ULATION AMERICAN CHEMISTRY - ( DATE OF INSTALLATION:04/23/2025 COUNCIL t -. I �,. HIGH PRESSURE SPF ID# 'i M AY 3 0 2025 DATE OF FIRE BLOCK INSTALLA ION:04/22/2025 000012223 Building Department SUFFOLK UC#H-59538 Town of Southold SHELTER ISLAND LIC#1444R } tt ;T BUILDING PERMIT#49639 FLAT ROOF& .5LB Open Cell 8 Nominal Inches 171-30 2ND FLOOR Spray Foam& ®R-3.8 Per inch PROJECT INFO ROOF R-13 Un-Faced --------- ----------- Fiberglass North Fork Woodworks - -- - ...... ----------------------------------------------:--------- BREEZEWAY 2LB Closed Cell 4.5 Nominal R-30 Shellenhammer Residence ROOF Spray Foam Inches'@ R-7 Per Inch 4270 Oregon Road . ----- ..........----- CRAWLSPACE 2LB Closed Cell 3 Nominal Inches R-21 Cutchogue NY 11935 CEILING Spray Foam ®R-7 Per Inch . - ABOVE GRADE 2LB Closed Cell 2 Nominal Inches R-27 EXTERIOR WALL Spray Foam& @ R-7 Per Inch R-13 Un-Faced Fiberglass ................. ------- ....... GARAGE CEILING R-30 Kraft-Faced 9.25" R-30 Fiberglass - -- ------------ ------------------- ----------------- -------- GARAGE R-21 Kraft-Faced 5.5" R-21 J EAN S �Tcc PARTITON WALL Fiberglass d} 04436a O '4 OF NE`�l� Zf C Authorized Signature I Frank Fenoy Jr certify that project referenced above was insulated as estimate signed by,home owner/ b:ildei;;and4hat-the,-inrstall-wwas-pr ►wed-ire conformance to the applicable codes. ,r ® , 1977 Main Road, Laurel NY 11948 CERTIFICATE OF INSULATION AMERICAN CHEMISTRY DATE OF INSTALLATION:04/23/2025 COUNCIL HIGH PRESSURE SPF ID# DATE OF FIRE BLOCK INSTALLATION:04/22/2025 000012223 SUFFOLK LIC# H-59538 SHELTER ISLAND LIC# 1444R $ �y BUILDING PERMIT#49639 FLAT ROOF& .5LB Open Cell 8 Nominal Inches R-30 2ND FLOOR Spray Foam & @ R-3.8 Per Inch PROJECT INFO ROOF R-13 Un-Faced Fiberglass NorthFork Woodworks ----------------------------------------------- --------------------------- ------ -- ----------- BREEZEWAY 2LB Closed Cell 4.5 Nominal R-30 Shellenhammer Residence ROOF Spray Foam Inches @ R-7 Per Inch 4270 Oregon Road - ------------------------------------------------------ ---------------------------- -------- --------- CRAWLSPACE 2LB Closed Cell 3 Nominal Inches R-21 Cutchogue NY 11935 CEILING Spray Foam @ R-7 Per Inch ------------------- ........................................................... -------- -------- --------- ABOVE GRADE 2LB Closed Cell 2 Nominal Inches R-27 EXTERIOR WALL Spray Foam& @ R-7 Per Inch R-13 Un-Faced Fiberglass ------------------------------------------------------------------------------------------------------------------------- GARAGE CEILING R-30 Kraft-Faced 9.25" R-30 Fiberglass -------------------------------------------------- ---------------------------------------------------------------------- GARAGE R-21 Kraft-Faced 5.5" R-21 PARTITON WALL Fiberglass Authorized Signature I Frank Fenoy Jr certify that project referenced above - was insulated as estimate signed by home owner/ ) iWe;:,anrl+ha+#4e in +all\Na n n s:e#;med-ie conformance to the applicable codes. i. K d wa v' 4 4" �: '�� l� ,rj�r I' � ~ �` '" �(,ram>-c �� rt,�..,�.�:•.� "� `�., , �," ,,., / / "�Y� �.�/� ��. � �I I_Y J'__ ^Y.�ii>. ^\ y ��\ .:.. _ ry.. .. _ z r __ _. .'�� '�w �v �..�, �� —L �� y .. � � .� .. e�. - � 1 \ �. - ... a i,� � '� • - _ a'' � '" t"'�/ / '� ,� _,. i J t qq � r •f mow. �� .,�: ..� �� ( � .�, t � ., '. 1 � it rArS1119N f J Y /�ErER J 1f■ i i O CT 1 \ ' S Building Department Town of Southold a •A- 1 I. M �• i _i •� 4* �. N ly „ / `I! �I t � �t / •�S ��_� y' + ..; • ! . � •M- r� ., .. , A r�'� ''� �YF� v� w 3..� ':i. ... r _ � ..is• "~' •_ 4 r �:. �ta.'t ?IELD INSPECTION REPORT ATE COMMENTS nq FOUNDATION (1ST) ( } ------------------------------------ C FOUNDATION (2ND) ' O J O cn ROUGH FRAMING& ,�� OU GL" Id i7/ 11tiSSvlLc_ PLUMBINGS /1 su lab OYV L v 0,av /�v av -!I D/�• 2ovide, �?J &'-hW Ao 1 i/t s,�ale4 Ae S !nSIal Ploff' //I olv&t GAA-gc- INSULATION PER N.Y. STATE ENERGY CODE CI T /r aeX,! C oo 2 LSPIr �Pa'ro( • Uh S �� z d5� Z�tdav 4+ (vt et FINAL , c(,S ok, s ll 1 yS n ADDITIONAL COMMENTS 0 5 .3 b�5 z -1 I —1 2 cf v � x �H O Jz x x d b H � r TOWN OF SO:UTHOLD BUILDING DEPARTMENT . a. Town HaH Annex 543.75 Main`Road P.4.15OX 109.$outhold,;NY 11971=4959 o t� Telephone(631)765-1802 Fax(631)765-9501 https://www.goutholdi6mt6ili.ggv mate Received. APPLICATION FOR;BUILDING PERMIT c� ror o(ike Use Only' 7y 4q 7.1 - JUL 177. Appllcationsand forms must be filled out in their entirety Incompleie' apphrations will,00t be:accepted: Where the Appiicant'is riot the owner,an Owner's Authorization fiorm 1PageA shall be com feted P T f� _ OWNERS)OF PROPERTY: Name:Scott.:SheAenhamer`.and Br ttahy Davis. FcrM 95-03 09.1 Project Address 4270 Oregon Road Cutchogue, NY 1.1935: phow :9 fi EmaK scoff.sheitenharnerggrnaItem:. MaikngAddress: ?5'Pca. ' S ,G� 771� CONTACT PERSON Name;Kate:Samuels Mai ing Address-24235 Main Road. Cutchogue NY 11935, Phone'#:g31 734-5405_ 7 email.kate.@samueisandsteelman.com DESIGN PROFESSIONAL INFORMATION: Name:abOVe Mailing Address Phone:#: : . Email. CONTRACTOR INFORMATIOW Narne Tnn Mailing Address Phone#: Ertiaii. DESCRIPf10N.y PROPOSED CONSTRUCTION Uftw5trwcture MAdd'iuon CjAfteedt- E7Repait.QC�emoGcTon. EstimateclCos offtu]LU. ❑Other S 350,000:. Will the lot be re-graded? EYes MNo Will;excess filt be removed;from,premises? YeS:,@No 1 PROPERTY INFORMATION Existing use of properw Reside'tiai Intended use of property.Residential T- - .�:rlrtrF:in e ud+ k nrnminee ei �I:.�.••re, Qffj.i�. Are?learn env rnud w -d .-a.: ..x4. .. - Sk$sc�s9,d9 a ggaao�...< gam... 'w'RA R_ 0 this property? ❑Yes®No `IF YES,PROVIDE A COPY. IN tkiiek Box After. Reidfilglr.fiire ownfr/conNscto ldtsien prota sror�at is#Kpor�sibtsior d►,drmle a andl stomrwaeer Issues as paovisea by tliapLer236oitbeTownCode:mou(`AiIoNISHE1119VWOEto.diaguiidinSDepartmentforthehsuanceofaBuilding:1. tpursuarttnUheBufldlr lone ordinanceoftife Town,of$006M,..sofolk,Coupty,NewYork and otherappllcablelaws,Ordirignoeso.Regulations fcitheconstrusHorl if buildings, additions,ahe raUons or for fr emoval,or demolition as herein described.me,appicant agrees to.tomply with atl appncubto laws;,ordinances,building code, housing cede and r eguletions and to admit authorized inspectors on'.premises:and in buliding(4 fort Inspections,felst statements made fierefn am �"punrsFiab�&ssCOassRcnisdzim�aciipursr,�"`ngta." oriTlddSofdtol�eV�YifricstaYePensiG'nN. 9� Application Submitted By.(prin name) '' rt 9Authorized Agent ClOwner Signature OApplicant• Dater �%I7�23 STATE'OF NEW YORK). COUNTY swtc�rfi,case aid sa•s tFrat' sjh is ti appfsca ;- (Name of Ind ividuaFsigning;contract)above named,. (AG ��/ (S)he is:the (Contractor,Agent,Corporate Officer,a#c} of sa(d owner or owners,and is duly authorized to perform or have performed tiYe said;work and to make and file flits H . epplr ; 3hat ii tatern c tainzd:in t;ils appTcattorr are true tine ties o�l psi ter 3�riov�edge arrd etief;and : that th'e work will be;performed in the manner set forth in the application file therewith. Sworn before me this: day of_ 20Q� Notary PublicV. o IN E CE<.. Wwri Jo son f. 9 Ngranr"%:.-Notary Public,State of New York * Pu6uc,*-No OIJ66340653 PROPERTY OWNER AUTHORIZATI?.hl„ P�„ Qualified to Suffolk bounty Conuniss►on]✓xrlres:lohlno?-`� (Where the applicant is:not the.owner) n � u Pesiding at a 7d d ,� 93.f da hereby authorize_ ' .Sa.»fe.`/s to apply on i rid riaif -rye loin "¢uthaE luiiccig€ earriexlt tour appi oval aS aescribeci 6r3ri. 7 f, Own signature Date cyl l 2 BUILDING DEPARTMENT-Electrical Inspector ¢ TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold`New York 11971-0959 Telephone(631)765-1802 - FAX(631)765-9502 't rocerr(M-southoldtownnv aov-seandD-southoldtownny.cov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail tnformatbn Required) Date: 2 — Company Name: GAL' ! AJC Electrician's Name: f License No.:Mtn--3 Yo4)1 Elec. emall: lw"eas I 1100. o� Else. Phone No: 31 $'- I request n email copy of CertifP e of Compliance Elea Address.: JOB SITE INFORMATION (All Information Required) Name: AI [4 Al C-rn f C5 i V Address: L1210 6 2 AJ 20 AD r4 C07TW60L Crosse Street: Phone No.: 6 f- &- Cot 9 O BIdg.Permit#: small: Tax Ma 'District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUA DOTAGE (Pleaso Print Clearly): �bO ,5Q F} l rl P°°( � e -Square Footage: Circle All That Apply: Is job ready for Inspection?: YES E� Q Rough In r7 Final Do you need a Temp Certificate?: ' YES 5NO Issued On Temp information: (All Information required) Service Size71 Ph 73 Ph Size: A #Meters Old Meter# ❑New Service❑Fire Reconnect(]Flood Reconnect[]Service ReconnectOUnderground overhead #Underground Laterals El 1 M2 H Frame Pole Work done on Service? Y ON Additional Information: PAYMENT DUE WITH APPLICATION gP 9(e 3c� BUILDING DEPARTMENT.-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 . Southold!New York 11971-0959 Telephone (631) 765-1802 - FAX (631)765-9502 rooerrO-southoldtownny.aov— seandiMsoutholdtownn .cov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: cF 1 �V C Electrician's Name: License No.:MV--_3 yDq_ ( Elec. small: a inv'"ea %ilk - O." Elec. Phone No: 31- request n email copy of Certific a of Compliance Elem Address.: JOB SITE INFORMATION (All Information Required) Name: ti 14 M C-- i rvCGr Address: d tZo Cu 61L Cross Street: Phone No.: 6Z BIdg.Permit#: 3°I email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRII�TION OF WORK, INCLUDE SQUAIj OTAGE zqu se Print Clearly): re Foota e: Circle All That Apply: Is job ready for inspection?: YES NO F�Rough In Final Do you need a Temp Certificate?: ' YES 5NO Issued On Temp information: (All Information required) Service Size❑1 Ph[3 Ph Size: r A #Meters Old Meter# ❑New Serviced Fire Reconnect[Flood Reconnect[3Service ReconnectrlUnderground overhead #Underground Laterals 1 r72 f7 H Frame 0 Pole Work done on Service? Y CLN Additional Information: PAYMENT DUE WITH APPLICATION 2� 2 ra LP O E3 �9cP gP 9 5ck PERMIT# Address: Switches _ Outlets GFI'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 Water Bond Lights Heat r Pucks ERV HOT TUB SPA Inst Hot DeHum Transfer Disc Combo' Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub [GC) Amps Havez Used l Comments r� L� v F V J1, C S V 11 �l r Southold Town Building Department P.O.Box 1179 Permit#: 49639 53095 Main Rd Southold,New York 11971 Permit Date: 9/5/2023 (631)765-1802 Expiration Date: 3/6/2025 Parcel ID: 95:3-9.1 BUILDING PERMIT RENEWAL LETTER Dated: 9/11/2025 Applicant: Shellenhamer, Scott Location: 4270 Oregon Rd,Mattituck Work Description: ADDITION/ALTERATION construct additions and alterations to existing single-family dwelling as applied for. 4 6�'l 1 2jo Av__� A FEE OF IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Shellenhamer, Scott Address: 75 Poplar St#77P Brooklyn,NY 11201 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department,P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. I D) L LG L 0 W L . ARCHITEC S: AUG 3 1 2G?3 • M , t; HELL �L�: NHAK4,17 / DAVIS ADDITION . ___ . i — SA vlUELS+ _ _'0� ) GENERAL NOTES 12. ALL WORK OF THE VARIOUS TRADES INVOLVED WITH THE CONSTRUCTION OF THIS PROJECT, IS TO BE PERFORMED D RAW I N G LIST. — 1. ALL WORKS SHALL BE PERFORMED IN ACCORDANCE BY CAPABLE AND REPUTABLE CONTRACTORS LICENSED IN 'ELMAN STI = bp ,; ; WITH ALL STATE, MUNICIPAL, LOCAL ZONING AND BUILDING THE STATE OF NEW YORK AND AS REQUIRED BY THE LOCAL 5235 MAIN ROAD � :, CODES AND ORDINANCES HAVING JURISDICTION AND BEST GOVERNING AGENCY. T'1 TITLE SHEET C1 +CHOGUE, NY 11935 >''` g N-1 NOTES P. 639.734.6405 n STANDARDS OF CONSTRUCTION PRACTICE. 13. ALL WORK OF THE VARIOUS TRADES IS TO BE A-2 SITE PLAN ,.1,0, Ai� 2. THE AMERICAN INSTITUTE OF ARCHITECTS CONDITIONS PERFORMED IN ACCORDANCE WITH STATE AND LOCAL CONSULT, ''ors: r M., }..,,, A-3 FIRST FLR DEMO PLAN " '" SHALL APPLY TO OIL WORK PERFORMED ON THIS PROJECT. ;,: g y CODES, AND ALL OTHER APPLICABLE AGENCIES AND A_4 SrRUCTUf �L t � , ' gin°"`,��,;e .;' °r THECONTRACTOR FOUNDATION PLAN . x `;r-°t'"'"' - ,,,,,,, SHALL VERIFY OIL CONDITIONS CT THE „ /-, �.�a, i-''' STANDARDS GOVERNING THAT PARTICULAR TRADE AND AS STEVEMA ._scA, PE -" '',% �. . ., t'.,2»s'1�'„r., °«3x�.„'.drq'r'`e_%`y,�,,,..'» �.„.,,:�;.;'x,'.;; s':. A-5� : %; "' � " . .A:\ . ` ` :Y. :.a: FIRST FLR CONSTRUCTION PLAN 1 ,E,D,-J-, R. — v � .i, „ :,,', _ .' � , ` SITE. ANY DISCREPANCIES MUST IBE BROUGHT TO THE 88-07 WE -MONTAUKHIGHWAY y'..... �- i..`> °� �`, ; �;._ "," E 3. ; > ^, ; HEREINAFTER STATED OR IMPLIED. , ille ° yr 6`" py>''` `.",,",: .'' =' ;' ATTENTION OF THE ARCHITECT PfRIOR TO COMMENCEMENT A-6 SECOND FLR CONSTRUCTION PLAN HAMPTON 1AYS, NY 11946 ,' ""; ,-;<, ,. .,:q ,;, 14. ANY WORK HEREINAFTER STATED OR IMPLIED WHICH IS A-7 P. 631.728. 108 FCONSTRUCTION, O PLAN " ' ° ' - � '�<. == _ . ::. . �; O THE CONTRAtCTOR SHALL B '1 :. , ,'r: 1'` , ';; E CONTRARY TO THAT REQUIRED BY THE :�'. ::= 4 ;.a' fib, .: -, " ,W.: Hr :.."m�-. ,.,, ', _:,r s APPLICABLE �� ; h. " '; ' � : " ,:�� _;';� ". 4 RESPONSIBLE FOR CORRECTIONS; NOT REPORTED ONCE HE .. -„ .; MtiS �� .�r. z GOVERNING AGENCIES AND CODES IS TO BE BROUGHT TO I I'll . j," ELEV ATIONS ,, .., , ,,, , . �x ,,, HAS STARTED WORK EXCEPT FOR, HIDDEN JOB CONDITIONS VER ONS '' >,, �, u r.,, ;'¢-; ..,., ';.. ER, AND CORRECTED IN THE ATTENTION OF THE OWN 9 ELEVATIONS > ^ , 4 yt � �:-, ; .° ,. . ` "& �:. ,b" 3. WILL BE OF GOOD QUALITY FREE FROM FAULTS END A-10 ELEVATIONS ,.,.,..,..,.,<, .: •.,, .,'• - _ - -, _ .`t=.`A,. Ana ORDER TO CONFORM TO THOSE GOVERN( OWNER: ,, r"'I"' , D#?A,4a}�r Y3 ;:: 4,. :; ,. ., , GO & R""'6' 1 0"*' VERNING'� a - "" , $': DEFECTS FOR A PERIOD OF ONE WEAR FORM-THE F },, Al 1 sf ,, r _ a� ,z HE DATE O .... . ... .. .::.. r t ;,,,,y n. ;�° }, O O REQUIREMENTS. SECTION 1 g� x i. ' �> , . r. a ,,, i r: � , , :} y :,:.., Y: w . , .a, .,':F'..,,'',; „ ,. : A 12 SECTIO" " ' ,. :. ";:'M ,,,f: THE FINAL CERTIFICATE OF OCCUIPANCY. SCOTT SH _LENHAM ,,-.Ji ..,..�,. F-.,. ,.. ,,,t ,...' r .,., - ': .: - M1ij':::'<„ /'.;.: � ';�f.ji:,, r.4,'�";,.,y"+'n.< ,.:1.<:., ER AND „. :.:':.,. 5 ANY DI REP ',": ., yi,,,i:>.,t y;,;'o;i'ir :ir,', :; {.;�,, :, it'?�'o" -. 'a `'::.,., , �.. .,.. �. yr. „: FROM THIS PLAN AND THE ACTUAL ,, ., :r- ., i': - ,-., ,Ira,z 'S,.,,� /,,. uF, ,. ,. >. ``"' A-13 BRITTANY A ,; , " ' ","' �: ., „' .,,, ,:- .', ,., y. h - :, ;..,- :+ : FOR THE ...,,, ;.,,. .,:.'.. . ,, .,,-,r „ . n 3". -....r,,. .h,: .,.; r,.,..,.. - ... ��..:.;d _ CONDITIONS ARE TO BE REPORTED IMME s 4 THE ARCHITECT SHALL NOT BE RESPONSIBLE DIATELY TO THE x.,y, h., ,.:x.�,__ ,..,,;,.'`.'a:.h,a .. .,, ..; #'a$R� :'//r',,1;' ,;;,� /;;'�%"t' .a,.,."e' .wx. j<''.+n, .�aa- +xw`.kp,,. A-14 PLAT STREET, 77P ,., � •,'� sr' <,;'!rr;.s%,�,.Y/n'r , r, "!.x:'.''"r:,£^i'a.� ^`- . ,fir,+ _;S' ':k`y " ... , ., .. I , ,.,,i, - _ SECTION 4 q ,,,, t, CONSTRUCTION MEANS METHOD, TECHNIQUES, ,r"• <. .r.,+.:,. ,. _ `«., ., <,a, 1 7, - f.,e men i ski �'. .>:17, .. 'i:,r.,;/>sG ;,> ;, �w�i r „ "t>s"`> BRO.,,. " ,,, r ,. - , . . ,,,. :.:' -" , ,:s.p a ESENTATIVE OKLY NY 11201 ,y .�,,, , _ n%n'' '!„ a' m,", ,: r,"v5 Llr:. I.>s .r 5,m ,. .. ',., wM /" �,a.„ ,. 3/,�� / .,•{._!^. ,-'-'1, °• :,•.^/. ' yr,."; .a h — .$1"•8h 'P.i •. »,d. r. >'- - ,, , s ,: s <',"„ j i,a G , r J fr ,.r,,..,- - ,$.'f ,..,,<_i�!'->F-k. ,...,. � „", ., 4 .. ... _ A 15 WALL SECT(,< .;,,, ,,R'„ . .,.,' yr, „'y,. ,, SE UENCES OR PROCEDURE IR FOR THE AFETY ON .. .j9;. o y .wa , :. f.ir.,,... f <�,, s t .s,. ;.:, ~. Q S, 0 S R"a. ;3: ,., a . "' �':. ::, -;t';; :'.,,, r, 16. ALL CONSTRUCTION MATERIALS 'f'< .Yr:. , . " y� y,.., r ° LS ARE TO BE NEW AND OF v : , . ,„ :°.si +.e::` Tt'.,. ✓ v e-,,; ' ,e' n , ;.,,y ,;may .' ,.r. " =` n :y:,�sy,;.,,, A-16 INTERIORS w� :. :'. <:.,,..,, '. ` ,° . J., �„,._ :: 1. l,. .,,..,,,~ Him ' ,,,, , �,•.; PRECAUTIONS AND PROGRAMS CONNECTION T ,: , THE s::• IF7 _....,.;..",.;,< ,,, „r ' .: ,•,,, ,,, x . WITH INSURE THE QUALITY F ; .. OG S IN O C ION WI A LEVEL OF QUALITY WHICH WILL �; , .._ . .., _: ' : t /:. „ , l QUA O Ig < ' ,3' ., DETAILS .,,- "!>, "; . :, : ; , : ,. ;''`,` WORK AND SHALL NOT BE RESPONSIBLE FOR THE ILS REVISION lea i WORK DESIRED BY THE cc -. a , E OWNER. vv ' � A r a• , ,.o,,, r • ,a. H' ,4 f '?'z k , en. i:, ,w u.,. ,/, ala w r,, ,,. i< «rs, «.. .,% ,<.. <> y. . .�{ .t , .7. .. A-18 ¢. a >3 ; i r , . ;: u �r..:`a ,.,, , .t:`, , ,;, STRUCTURAL DETAILS..,,., ' I,,. ,--ti, ,,, ;, , n :m.:, .. ....,, ,,,a, r .�. -. _,a• . ro, , .:, ,, ' : ; ,..{. '., . , CONTRACTORS FAILURE TO CARRY OUT THE WORK IN AILS , , „- ,.<t'r-»�,. ,"p55�. ,y;,a;a<;, ,<" ".Pz� .t'f ft, ,,. .-s,+ ?'. rot ' S.,. .: yS,p. .S'. •'$.. is.:4 ;' : 'f PERMI - T St k. , u= ED PART ;' .sMm' : ,. a p:. : _, ".. r 'i: a.. BLED AND ,, a. .. -. .r :. ,....' ,,-...' ..,',:a - ,',fie:: /,." r">'ti.�",,,,<rF' „a'%Gr 7115123 ,. ..9, t. - .,... ,JZ-. ,.. .ho 'rora n; .y, -.. +:. '.. ,, ,.r,......, .. ;;r"., afA 5.:�:',f: t`. ..: ? ,•'k!,.?°~ -.. ,,.;, ,<•..; 1. F: =.,' .b3• Y".»" ,, k, ,,, , ,r•,o.i y.'' -a ii a' - pw;w:"..Scd r"';:.: ,.,,d ',r,y;„ ,« x:',q.,;�_ 1 , .-. ." '. ..�,.. ...,.:,;:' 1, ;- . _ <a: > "' - ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS. T E ., .... ., -ate_ �., ��.:.. ;, 4�' ,.,. �,, ,.. . :;._:: RECONSTRUCTED - .,, s ., .,- .4.. .L 'v -�. , ,> ,, •, . .. . >r:.r� TO INS STRONG ... ;,, , :."<,:;:" :' ' Fs INSURE DURABLE ST BID SET a '...,� ,',.:'. , ,„ ,, „ <: '. S A i' 8/8/23 .., ... .�� .-,2 v r. �r. > _... ...:"S. - ,/ ,:< 1. < ., f.rB 77 ,. ,.,,,, .,. < l.x. .I r„i. :,<,�Jq4 ../ h','''f:'Ye...;:w,A ,.,w. .. a ,..,. ''4,.. .,,,,.P.. .. - ,°, 7 r ,,., F"'> :,, AlARCHITECT T SHALL NOT BE RESPONSIBLE FOR THE ACTS OR „ , ON T a a _ -s'`a_.. ;°' " < Fv, :y r N + RUCTION DO OT REL = OCAT�s',-',,,A. ' „� , E PAR:� T ITI N x� � _�. 0 S A ka +h.,... . :.. tad' '. .. r ,. Y d a f C.. r" >; /,r,. 1ta4 PERMIT r R ISI., 8/28/2 , .- , . ,•,/.,,, x: F� • ,_: OMISSION BY THE CONTRACTOR 11�J0 CHANGES SHALL BE 3 ;a, . . �.., _. n ( s s +�ws mac:. „ ....,. . , ,, , , ....,.... . p , .,; n,. m,.. ,.� R � w•y :� ETE WALL „, ., >" <.. �. : < ..' , :. y, .:. .w. Sh ,> , 5< „� � �. t ., �', � TEST HOLE y .. } .. ....,.. , ,. ,, N" ,f .,. , �.. . , a , w „ . .. - r R, . a,.. „a ,_, �y •fit .... _ .. - .. .,,. *..- ,r,.. ,r, :. ,,:,''," ..., r , ,..:-. r..y y ,.,..,, .vm`a„ :'.@ rv'-'.^, ...x x+.. a l ,.aA r'Y ..Y., 1 .,.! k �.A&,.°r,-, v, t, ;Y ,C t°*.C. ..p a r . - , 'v A Y- .k "`,.'+`w..." "#ti:s', # - . .. ., a„ _ ,,.. ' ' .,. ,. „' f .. DOCUMENTS AND/OIRTHE BUILDING AS 5. \ MADE IN THE DOCUMEN ° 7 !. wl 1 ILL µ�" 8 S PLATE k S OF NEW ." AND P REL ART `, OCATED ITI N O A:; S RE�;. Y', �. �a $. :k' S" �,k k � � N h+. k' 'fiO SCALE � i "1 § � yy�= S- I '�S 'n 'z DESIGNED WITH i •',+ .�� OUT THE EXP SED WRITTEN N CONSENT{ `8 V 0 V 1 �< "9 M y A- # T BE ,,�=:{ O SE, f-•:`.-� CURED DIRE CTLY T r. :' C LY T O THE FLOORING.EXI T NG;�.' S I BY MA RK M D c ONALD._� GE OSCIE N CE a#` V -7 b y�. 1 f n r:�. F THE ARCHITECT.'K• .. . O CHITS T. .:gip x" ti ,x., .r. ` . REM VE O ANY FIN( H M A - ,. m... ,. ,. SUCH AS CARPETIN . S ATERIAL „ w^, S, I ;; „ ,M: :: ` ::_..� ;. .: ,'. OUTHOLD NEW YORK 1197 .,, y r .W... :.t`-. a 5. THE NTRA N CONTRACTOR R AND AL SUBCONTRACTORS T R zMA zA; .:L• �., O L SU C O S SHALL M,:' O T AN : t�li1 . O ANCHORING �, = O NG PLATE. „ x y,. r<;- w ' ,P i' i+ - MAINTAIN>#' CONTINUOUS N E OVE UOUS i S RAN(C C RAGE 11 � x t i �• U 9 PRI R T O O COMP k €:. � r LETION OF T v, I HE WORK REM OVE>, x F R�•" OM ;' �: 4 Wit° ��; �,.." t., �- 5`,- t�r" y� ,P ,�. .tvrs.�." f w' /�� i' }. •,. s. ',:.... „{ . , . .,.. - ., , ,, _,. _ .,. ,,. , . ,. I „ STATUTORY POLICIES WORKER COMPENSATION ETC. AND ( � >,, ,,, I:, . . _:. „ ,' , t. ,,x ' ) THE JOB SITE ALL TO OLS, SURPLUS MAT ERIALS,TERIAL S EQUIPMENT � J;' : v. S '". H L D 0 E AT +4, A 8/5/22 k rM EL EV. 1 7 M �.. s< s, r "r":'i; 0..t `rn.. n'_ r;. Q.=. t'r, i. 9 �� m'o' �• 1 GE GENERAL LIABILITY N N N•�_ ~�:� I A AM NTf NOT LESS THAN°�... OU 5 F SCRAP DEBRIS, _�> I SAND WAS TE, EXCEPT ; CPT A S OTHERWISE -q�,, •�� r ER WI E `: p� S r.. a, a Y'. 9 `k, V,�§. ,,fir:, Y � ,�M MILLI N AND A M T O UTO OBILE LIABIL 1 Y AND DAMA E i t' ,. I G NOTE BY THE,:�. ,� �a� OWNER a�, v,i ;� , 1 0 FT. BROWN OWN LO AM M OL A ,.y. k , r r '.<-t s°,:z/� .,, ....., c� .. - z, s . :., .>b-^,. -., :`,•� - ire' ,�.. ,, ,�.,-n e, ... ,. ,�,_ 'r,>, is ,::,,,..- ,..� ... --. ai+-:. .', ...f .. ., .» .r`,: v , S .. w. .r"a R'�,,.,,,. .., 11 1''11 11, q .,, ,- -.. i€,Ya s - ..t•' .«S x` r .5 .,k. _, ,a, . . m. ... ,:a. „ ,: ,'., r,.:.ti; COVERAGE N T LE THAN ILL(�," , , r`' O SS H N $ 2 MILLION. THE ARCHITECT ., �. �,. .�. .t{, :;° 20. ALL CONDITIONS INDICATED g .x OR IMPLIED A SEXISTING q' " AT ',, Z v, :.0 ¢> Yx,.r'`A f S' r r'a Cs r. Y 5 iA fit' v 5-v: HALL S BE NAMED IN ANY AND N NJ AND ALL POLICIES. ,�„ O A .,3 THE i O HI AP L�� cam- ':�. k, f- S APPLICATION �,� � ,rON ARE..� +a :��. �. NOT"A•yr; '.' qq "Y : x ti�w* w .�w r r t= �a f 3 ed �). 4 t' i.� P. 6. AL°, LCONSTRUCTION-, �:= H ET NY Y��a 'f' t S ALL ME S ENERG -�' RE P d f r. S ON IBIL�_�� 4.� S ITY F T p�° , O HE ARCHITE CT. a • 3.s.. .;: .:ss.,..a.��a:::.r.w,w�,x,s a.�..te.�••�_. ��, ,i..»f�a .�,n �, ..,.2:�,a..:3 `.ys dm2t.,�..a..<.5�.. ,»=1.«ai>�.....,,�»:rr.m��:,., _,la.�.a>.�a,tsa;;��,r.�,':�.;.-I�'�... .— �__�.:: .�.m._.�.�;w.�' 3.0 FT. BROWN SILT ML �'_« - •-.�.. �, CONVERSATION CONSTRUCTION (CODE. ALL GLAZED AREA 21. ALL CONDITIONS INDICATED OR IMPLIED AS EXISTING AT 17' 0" O TO BE DOUBLE GLAZED AND ALL EXTERIOR DOOR TO HAVE THE TIME OF CONSTRUCTION ARE NOT THE RESPONSIBILITY INSULATED CORES. THE INSULATION PROTECTION AS OF THE ARCHITECT. - z INDICATED ON THESE PLANS EXCEEDS THE CODE'S 22. CONTRACTOR WILL FULLY COMPLY TO THE PROVISIONS W MINIMUM STANDARDS. OF THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT I KEY PLAN SITE INFO 7. THESE DRAWINGS AND SPECIFICATION ARE OF 1920 AND TO ANY RULES AND REGULATIONS PURSUANT _ F BROWN FINE TO CO U T 17 . T. URSE SAND SM LOCATION: 4270 OREGON ROAD INSTRUMENTS OF SERVICE AND SHALL REMAIN THE TO THE ACT. COMMENTS: NO WATER ENCOUNTERED11 (n __________________ ----- -- ------ CUTCHOGUE, NY 11935 PROPERTY OF THE ARCHITECT WIHETHER THE PROJECT FOR 23. ALL MATERIALS AS WELL AS METHODS AND PROCESSES U) I'X,// S:TE AREA: 37,205 SF OR .854 ACRES WHICH THEY MADE EXECUTED OR NOT. THEY MAY NOT BE USED IN THE PERFORMANCE OF THE WORK SHALL j TYPE: RESIDENTIAL USED ON ONLY OTHER PROJECT EXCEPT BY WRITTEN CONFORM TO THE STANDARDS OF THE BUILDING. �s�lnP,:G ED AS NOTED > /i \ I Pp ,/X S.C. Tax Map #: 1000-95-03-09.1 , AUTHORIZATION OF THE ARCHITECT. LEC MCAL O 8. A SINGLE STATION SMOKE DETECTOR ALARM DEVICE DA �B.P.# 11 mot'/ �h!SP CTIOI`I REQUIRED® I -----, OWNER: 4270 REGON ROAD �y-.1; -1 � O •' � SHALL BE INSTALLED mot: Bv: NOTIFY BUILDING DEPARTMENTAT %�tG�� SCOTT SHELLENHAMER AND BRITTNEY DAVIS IN EACH BEDROOM, ON ALL FLOORS SHALL BE 63� 765-1802 8AMT04PMFORTHE �" O j 75 PC��LAR STREET, 77P INTERCONNECTED PER CODE. FOLLOWING INSPECTIONS: I BROOKLYN, NY 11201 9. ALL BATHROOM WITHOUT OPERABLE WINDOWS TO BE 1. FOUNDATION-TWO REQUIRED O'�"Je (;Qfl;I" W MECHANICALLY VENTILATED OS P'ER NEW YORK STATE FOR POURED CONCRETE a d du twor�� 1104�, SURVEYOR: CODE. P. ROUGH-FRAMING&PLUMBING � \ 3. INSULATION testing r quired. 2 �% i NATHAN TAFT CORWIN III 10. NO WORK IS TO BE STARTED UIN7 IL A BUILDING PERMIT a. Flr�,aL-CONSTRUCTION MUST %y I LAND SURVEYOR HAS BEEN SECURED AS REQUIRED 3Y THE APPLICABLE 5'C kVL ETE FOR C.O. Q 1578 MAIN ROAD GOVERNING AGENCY OR AGENCIES: �:'L. `0�'�STHUCTION SHALL MEET THE / JAMESPORT, NY 11947 11. ALL CONDITIONS AND DIMENSIIONS ARE TO BE VERIFIED 1F',t' ;�_;, MENTSOFTHECODESOFNEW y€ RK STATE. NOT RESPONSIBLE FOR / / /� BEFORE START OF ANY WORK ANJDDISCREPANCIES OR I . ':a !( CANSTRUCTONERROfiSt1S" rovid Manuals z I � ' LOT COVERAGE CALCULATION: VARIATIONS TO APPROVED PLAN ,ARE TO BE BROUGHT TO PYRAM I D LAW. r W ,. 1•' ! : SITE AREA: 37,205 SF OR .854 ACRES THE ATTENTION BEFORE COMPLIES. E D, J and as per Z ON OF THE OWNER E33 O E PROCEEDING. S SEE DIAGRAM BELOW. • \ ALLOWABLE LOT COVERAGE (CONFORMING): 20% NYS ner . Code / \ CO A11 exterior lig ':,ing 11 COMPLY WITH ALL CODES O installed,replac d or \ . � TOTAL ALLOWABLE LOT COVERAGE: 7,441 SF CODE INFO / \ NEW YORK STATE & TOWN CO W = repaired shall co form \ TOTAL PROPOSED LOT COVERAGE: 4,006 SF AS REQUIRED A a S Z V to Chapter\, ALL WORK DONE UNDER THIS CONTRACT SHALL COMPLY WITH / \ AND CONDITIONS. OF F_ 1 2 \ \ COMPLIANCE: 7,441> 4,006 SF THE PROVISIONS OF THE SPECIFICATIONS, DRAWINGS AND / \ U) U of the Town C( de CONSTRUCTION CRITERIA OF THE:ARCHITECT AND SHALL S0A11%6 11 11 B FD \ SATISFY ALL APPLICABLE CODES (ORDINANCES AND / TE PROJECT =)DRESS: � ,, FLOOR AREA RATIO: / \ SITE AREA: 37,205 SF OR .854 ACRES REGULATIONS OF ALL GOVERNING3 BODIES INVOLVED. ANY / \ ---- c USTEES MODIFICATIONS TO THE CONTRACT WORK REQUIRED BY SUCH / - / HOUSE ALLOWED: 4,350 SF +a�OS 5,070 SF AUTHORITIES SHALL BE PERFORMED BY THE CONTRACTOR; ALL ; ';%;' / r` 4270 ORE( ;')N ROAD j -- 3�5' _ ;,% CUTCHOG 'F_, NY 11935 EXISTING HOUSE TOTAL: 2,698 S PERMITS SHALL BE SECURED AND i PAID FOR BY THE OWNERS — — — — — — ' ",/ .////11 , — . %/; \ FLOOR 1: 1,744 SF CONTRACTOR(S). APPLICABLE CODES INCLUDE BUT ARE NOT OCCUPANCY OR �I�� `' FLOOR 2: 954 SF LIMITED TO THE FOLLOWING: USE IS UNLAWFUL 9tis BUILDING AND STRUCTURAL 2020)CODE �,NITHOUT CERTIFI AT. PLUMBER\ ALLOWED ADDITION: 2,372 SF SMOKE AND CARBON MONO. 2020) CODE ON LEAD CONTENT BEFORE 0. 2 �\ PROPOSED ADDITION: 1,549 SF SAFETY NOTICES 2020) CODE SKY EXPOSURE PLANE WEST TO EAST OF OCCUPANCY CERTIFICATE OF OCCUPANCY �> FLOOR 1: 847 SF MECHANICAL 2020 MECHANICAL CODE NTS SOLDER USED IN WATER PLUMBING 2C20 PLUMBING CODESUPPLY SYSTEM y, ,.� u EXCEED 2/10 OF 1 CANNOT FLOOR 2: 702 SF -4. L%.t, �� AD. ENERGY CODE 2C20) NYS ENERGY / \ ,t, �PL01081(�,¢1�iVAt TOTAL SF COMPLIANCE:�247<5,070 SF CONSERVATION 'i�:: .SWAYER'i"INES•NEl 6141'" SCOPE OF WORK: [��qo 3 i \ Tc 4� ,, I-tow- Ift 7 / FLOOD ZONES: ( e \ i NEW ATTACHED GARAGE ADDIITION TO AN EXISTING TWO STORY HOUSE. � �'JI-�t `t e vv)P0-rcc� / NOT IN THE FLOOD ZONE �� \ DRAWN B' KS f_ \ DATE: 8.28.23 _ 2A j W f e-il e reg1,c'r J14 / `` \ SCALE: SEE PAGE \�� ( .,�v , \ DRAWING . HEET NAME: \`� TITL E PAGE I • I . DRAWING :31HEET NO: SKY EXPOSURE PLANE SOUTH TO NORTH M I 'a 1 111 - �, NTS U U 6A"l t" 1"Z� T I I ■ __-__.___. I ARCHITEC S: GENERAL NOTES(CONT. ) RESCHECK COMPLIANCE 1. SEE BELOW RESCHECK COMPLIANCE DOCUMENT BASED Generated by REScheck- eb Softwarez5A 'AUELS+ 26. CONTRACTORS SHALL MAKE AVAILABLE FIRE ON 2018 IECC. ' EXTINGUISHERS BASED OIN THE FOLLOWING: ALTERATIONS CertificateCompliance ,}` CC Energy N� UP TO 3,000 SQ.FT. - ONE (:1) FIRE EXTINGUISHER. S T I E L M A ALTERATIONS OVER 3,000 SQ.FT. - ONE (1) FIRE ,'" Certif '"� .'5235 MAIN ROAD EXTINGUISHER FOR EVERY ADDITIONAL 3,000 SQ.FT. CI '7CHOGUE, NY 11935 THEREOVER. SAID FIRE EXTINGUISHER SHALL BE 25LB. TYPE Project 4270 Oregon Road P. 631.734.6405 B C FIRES AND SHALL BE KEPT AND TYPE A .,�x < ;�,::y; �;�, ; ;:, �;�: �,�::, �, � ;'� A�,y. ; :<�- ,�-.: CON APPROVED FORT :y� ��""'� ;.�� CONSULT, `ITS: Eras C e- "" '3 a%' MAINTAINED ON THE PREAVIISES 27. PLANS AND APPLICATIONS ARE FILED TO LEGALIZE ��" ��'��' �� Above-Grade Wall ��` t�rt�uct�'rype: Single-family ' STEVEMARUCTUI �,L THE WORK INDICATED ONILY, AND NO OTHER WORK ON THE Prclect�'�i ,. Addition IE3�(�rw�r�Cr��l�1i��tl �� S 8-07 WE 'ESCA, PE �� ' � ��tioo� �It�+�rr 188-07 WEa 'MONTAUK HIGHWAY, PREMISES EXISTING AT THE TIME OF THIS APPLICATION IS (" .20,,00 HAMPTON 'AYS, NY 11946 TO BE CONSIDERED PART' OF THIS APPLICATION OR THE Permit t)a _ Celllrg I Roof P. 631.728, 408 RESPONSIBILITY OF THE ARCHITECT. r rfl (u . Ductwork(unconditioned spaces): -N PREPARED TO INDICATE THE strucban Site: PLANS HAVE BEEN " 28. O�rrire�"lAgePtt:: :��r��/C�nlr��Ea�r: ��w, "��"; ��,;.. ,tNi��" � �v;��': ;�i;� £;.' <.�°�r �;; "� { .< r?,,4'i a..i aJ,4•,,'?:,:".i`�i<?'�4"si:/'i,:�"/.t,/,' *r %i,; r�..,,:, d270Oreg Road, ralttS� Itenhamrnet rateSa€luet� ��_� �% � �� : I=:`.i� .,^��">' ;x<',� OWNER: EXISTING CONDITIONS TO► BE LEGALIZED FOR ROOM ru'tchogue,NY 11915 477'0OrEgon R ad Samuels and Architecm Window 0„28 0.30 LAYOUT AND PLUMBING ONLY. tt-ul(ehtt ue,MY t1!93S 2523.5,Main Road 28 29. DUST PARTITIONS ARE TO BE ERECTED TO 4�3tchr,e,wa Er�k x " , �°' �17ttE SCOTT Sh _LENHAMER AND d" te, sasrurrdeelman�r�rrn" ,, t� ," BRITTANY ,AVIS SPREAD OF DIRT AND DEBRIS TO OCCUPIED `- PREVENT THE S � '" =, r } y�, y �1 1. FASTENED 75 POPLAI STREET 77 ABLE AREAS. EA�VY PLASTIC S r' AND US �. %�°; ^.::.. i,9 �r'< a /, �a)ir. •,„ iiLh� , �rl/rr�i�//% i', ".,,:<r. /'''. "/',/''.,%,,,t,;' ABLE. a.,. ,,.<...��...�/� ./ �/� . ..:,,,..� " i .,. .r r ��: ,,.:� -,:i�//�/, Coating S Ott~ IS ACCEPT ,i � ;,. ,<. i.:,;,,,�.. ,:,r„�"' " i,", ,rr nu. Gr ,v,:,r /air ,,,,i, ., „,.,,,orii, ,,,,r//,.,/ash% " „ii/ „ir/msia2,o„ „r.,<.,,.,, r,.r.,,,,. ,,.,,,,, ,,.,, ,,,,,.,.,..:eioc�:..,,....,,,,,,,,.M... ..,,, %[.%:.."w,�/,✓//,% <,`"�;,.1 30. CERTIFICATES OIF INSURANCE ARE TO BE " ` u co"Fl w,tce- 2`F. B aer'M an cods �•�3x,,sf n U�A, 208 � `aul UA"- ISO {��snm ty,'16€3t�C N�ttE+N`: t�trr� ty.,4 1 rya-Si"�#!%,t�. PRESENTED TO THE OWNIER PRIOR TO START OF ANY Tot' p.�rz;�fofwrt�;,� e„ lrtde*;re'vzr ��c �-�'��r��e:�>r:�h��" ��r�� an�� tr � �� w,n w..,.., �r/u'r�'�ryva"'.d//as;`, s,�a'..�N',"'f�;xPd�e:�%r3a,'.Eci�%ar��,'« �.iZr""" "�i,.,.-w>:.`:�;ei,.xy�3Ma"..,r4iuY.,e;st raeti'ii<"z�✓�a" REVISION, WORK, AND ALL REQUIRED INSURANCE IS TO BE � ' �'�` ' `�r �� °`� ° ' ` , Marne, tie; PERMIT S! 7115123 ��. ;�, �. rw,:r�. �.�;-;��._ , . ".� < '..� ��•.,� MAINTAINED AT ALL TIMES DURING CONSTRUCTION. - r?t l { ,x�'�e Epecrfieat tgrr t >, uvt rr`C-f!t itie trcgr�;um erie,>gy cc-io-ir,,",Aa .P- is, �"'N + -rt re,tx"Ief"A'Wr." Cxttttrnt*nts 31. FOUNDATIONS RIND SUBSOIL CONDITIONS HAVE BID SET 8/8/23, BEEN DESIGNED BASED ON INFORMATION CONTAINED PERMIT Ri VISION 8128123 WITHIN BORINGS AND/TEST PITS AS FURNISHED BY OWNER. Envelope Assemblies EXACT FOUNDATION RE IU iREMENTS ARE SUBJECT TO J(' .4 y CONTROLLED INSPECTION OF SUBSOIL CHANGE BASED ON C ' p CONDITIONS, AND MAY VARY FROM THOSE INDICATED ON Ceiling:Cathedral.Cell mg $1.7 01j1a O"(M g 22 THE CONSTRUCTION DOCUMENTS. Wall,Wood Frame,16*o.c, 1,334 '2'4,0 26.E 0.021 O-C! . 19 E6 32. PRIOR TO COMMENCEMENT OF ANY WORK, Door.CramrUDor(avwrSa015�„ gt=ingq0 CONTRACTOR/OWNER SHIALL VERIFY THE INTEGRITY OF ALL SKr: ., "e� �' ' ° EXISTING STRUCTURAL ELEMENTS TO REMAIN, AND TO Window 2-,Metal tea me w�Thermal 6rea1 VERIFY ADEQUATE SOIL BEARING CAPACITY FOR PROPOSED la eStab-Or,,Grade,'Heated) _ " n � CONSTRUCTION, THROUGH INDEPENDENT ANALYSIS. Insutawn depth-4.0` 33. GENERAL CONTRACTOR SHALL PROVIDE � � �. " ,��FtED ARC insu€at�rt posittcn�Fullyirs�"°Iat�d It,�serscafi+.ed ��5 E JEA/V y/� parameter R-�raiue+R-t under"�aI COMPLETE ENGINEERED ,SHOP DRAWINGS SHOWING ALL �� Q�N Sy�F�� UrrilaPr ceStat rat; T proposed buildlnq d+ i n descobed erelsc> nsisterdo0thth+�bultdi rg ans„�specll'kations;and other APPLICABLE DETAILS FOR METAL STUD AND METAL JOIST � �� calcutat'anL submI"-ed w1h the �rmrr applk"nm. "rye proposed era:"idrno is been d ign��!to meet#ham��1� i��rer4tairement� in * �4 0 A� ,� Y N * R neck V n: heck-WEE and to comp►)v with the mandlataq requtre"menta Itsted In the RESchiec,Pri. ion ck,li�c_ CONNECTIONS. „ Kate Samuels - RA 8/28/23 34. ALL DIMENSIONS ARE APPROXIMATE AND ARE TO BE FIELD VERIFIED PRIOR TO START OF WORK. - Name-7`tre � r` aure �a` W T 35. DO NOT SCALE DIMENSIONS FROM DRAWINGS. �' 04436FOFNEw'�°� WRITTEN DIMENSIONS ARE TO BE FOLLOWED FOR )��nn CONSTRUCTION PURPOSIES. V 36. DAMP PROOF ALIL NEW FOUNDATIONS AND EXPOSED EXISTING FOUNDATIONS WITH 2 COATS OF Pr � Jena � I�c�� q� read �' b" date, Oe I ofSRW I CELOTEX "FLAT-TOPP EMIULSION" IN ACCORDANCE WITH cata = .tarfi : Q MANUFACTURERS SPECIFICATIONS. APPLY PROTECTION 0 COURSE OF 1/8" ELASTIBORD. — tom. W _ WINDOW SCHEDULE ELECTRICAL LEGEND WINDOW TAG WIIDTH R.O. _ HEIGHT R.O. MANU TAG TYPE MANU COLOR A 2'-511! 3'-11 5/8" ELCA2947 E CASEMENT MARVIN ELEVATE TBD Uj _ ! COLLECTION DUPLEX REGEPTACLE OUTLET Z B 2'-5" 3'-3 5/16"i ELCA2939 CASEMENT MARVIN ELEVATE TBD (P 220V RECEPTACLE OUTLET -...I 0 COLLECTION W o C 3'-5 3/8" # QUADRAPLE,X RECEPTACLE OUTLET 4'-5 5/16" P3545 PICTURE MARVIN ELEVATE TBD COLLECTION HALF HOT RECEPTACLE OUTLET D 4'-9111 5'-11 5/8" ELCAP5771T PICTURE MARVIN ELEVATE TBD QWP WATER PROOF RECEPTACLE OUTLET COLLECTION 0GFI GROUND FAULT INTERRUPTOR OUTLET E 3'-0" 7'-0" TBD PICTURE/ MARVIN ELEVATE TBD i- PROJECT :)DRESS: _ SIDELIGHT J HIGH HAT FIXTURE F 3'-0" 6'-8" TBD PICTURE/SIDELIGH MARVIN ELEVATE TBD 4270ORE( ON ROAD T SURFACE MOUNTED CEILING FIXTURE CUTCHO� 'F-, NY 11935 SURFACE MOUNTED WALL FIXTURE _ SURFACE MOUNTED SPOT LIGHT DOOR SCHEDULE --- -- - -- -- � SWITCH DOOR # _WIDTH _� _ HEIGHT MANU / NUMBER PANEL HARDWARE TYPE COLOR -- - ---- $D SWITCH DIMIMER ID-1 2'-10" j 6'-8" TWO PANEL L-LOCK, PAINT ! P-PASSAGE PH TELEPHONE ID-2 2'-8" 6'-8" TWO PANEL L-LOCK, PAINT FTV1 TELEVISION P-PASSAGE S/D SMOKE DETECTOR ID-3 2'-0" 6'-8" TWO PANEL L-LOCK, PAINT P-PASSAGE CM CARBON MONOXIDE DETECTOR ED-1 6'-0" 7'-0" MARVIN GLASS - SWING KEY LOCK AND BLACK EXTERIOR SURFACE MOUNTED CEILING FAN SIGNATURE DEADBOLT WHITE INTERIOR DRAWN B' KSEX/F EXHAUST FAIN MODERN DATE: 8.28.23 COLLECTION - F SURFACE MOUNTED FLORESCENT FIXTURE SCALE: SEE PAGE FRENCH DRAWING SHEET NAME: ED-2 3'-0" 6'-8" MARVIN GLASS - SWING DEADBOLT BLACK EXTERIOR UNDER CABIINET MOUNTED FLORESCENT FIXTURE SIGNATURE WHITE INTERIOR T SURFACE MOUNTED LIGHTING TRACK COLLECTION -MODERN ECT ON EXTERIOR WAALL MOUNTED FLOOD LIGHT NO� �� EX/F EXHAUST FAkN SINGLE SWING — -- — -- -- -- - --- -- - -- - #PC SURFACE MOUNTED CEILING FIXTURE w/ PULL CHAIN DRAWING `,)HEFT NO: ■ I ARCHITEC S: i a d° 09EGON ROADFOGE n AVEMEN -A U E Lt'oft;+ UTILITY POLE �I � � ° � �� " � NYT#145 I OVERHEAD WIRES 1 5 . 00 UTILIT r rr / i %! / ELMAN .. 96 T# 16 -2 _I / / / / / / I • LQ / i ..5235 MAIN ROAD 0 6 6 0 o UTILITY POLE •• uP Cl TCHOGUE, NY 11935 1 ,250 ' n NYT#146 m O O 2 ECE / / // ' P. 631.734.6405 CONSULT, 'ITS: • � ) z z - I cry - �— O / // // / /%, I STRUCTUI ".L /' / ' /-'/ STEVE MA 'rSCA, PE 188-07 WE MONTAUK HIGHWAY, z // / j c) HAMPTON _AYS, NY 11946 / P. 631.728. 408 I O CD I� L.L.. ' 00 ° CJ�I � / ', ' � , / OWNER: O I / _ r_ rr %' / %' / SCOTT SH LENHAMER AND cA m • I I 11 2 / ,� �" ' BR/TTANY %AV/S p W 75 POPLAI STREET, 77P 0 I I BROOKLY, NY 11201 / z �.. REVISIOM WELL I / / / /�/ ' ' i ' / i I ~ PERMITS( 7115123 uj EXISTING'2,S'TORY HOUSE] 0- EXISTINGI O IBM) E:NT • I I � /,/ / %' ,/ ,, � ,/ D I NEW GRAVEL I I � - m ;/ '/ / DRIVEWAY/PARKING AREA (3,500SF) D I cn I � 0 1 / /' '/ i EW AC m %/ (EXISTING ASPHALT DRIVEWAY TO BE I D D % / / i CONDENSER REMOVED) � z I m 1 D I CONC. cn I ® /"' ,/ = N S E T N S 34�_ rr I I ® STEP /� m ® 1 r_ rr �. / / (� I I ® Slnr= YARD 0 ROOF OVER 0 � I _. � ® 9 3 _� I • /' ti SETBACK: Q ' ® / N I 15r_Orr II II i r � I ® /�' / r_ rr 1_ n O ® /' 50 223 ' EXISTING Z UTILIT'l POLE SEPTIC TANK ® Z j SID 0 W L#14 5 1250 GAL 1 2 i ® OIL ILL I 11 ® u ry 'v\ ° I EXISTING 2 EXISTING '_'/ J NEW WOOD DECK �' � ' \ ' U) m I / STOREY HOUSE , , C LAR ® DECK // / \ o I c� E TRANCE I ® AND STEPS \ / m ; o / �I EW GARAGE. • I �aaoo , ll I II I o o I 0 0 AND'R�CREATIdN SPACE. Q � o 1600SED xDDiTION:,1547' SF 0 I I m o o I O EXIST.ING � � �, �: � \' jl \ II O � ® o m� o -- KIfCiEN = W \ �\ / \ \ \ m S I D E. I o Z m k / 0, NTRYWAY > \ II �' / � . / 17r_6rr � c m '" ,� \ / Xx EXISTING FENCE ARAGE ND RFC. PAc 0 / XXX ' II _ LP TANK —� I ® D v I CONC. COVER EXISTING I ® d- NEW W LEACHING POOL EXISTING ` r n , WOOD DECK V � \ , FENCE 14 -2 - AND STEPS I I) 8X12 ® DRYWELL FOR �'E. ; \ -- - `-� ' , 1 RUNOFF ® �� `\ i, \\ ui >_ L- 7� NEW w NEW c , PATIO ® EXISTING 1 \ \' \ / , . " , = ,T ON GRADE I DRYWELL ( 1 ' ' � ' " FOR ® DW B�X �. .` ri i ' W 0 TZ RUNOFF NEVI/ \ / 70 ® AVERS TO ® DRy� \�! \�• v tq CTI I O n PROJECT DDRESS: l J_ - O — — 4270 ORE( ")N ROAD ® � o � rn I AK _ - `� I CUTCHOG `_, NY 11935 r REAR YARD SETBACK - - - Q - _ — EW BLUESTONE PATIO I �A z AVER _ - ...-- *;;MOM •--....... .-...I N - - — — - _ _ - - 1 N GRADE- 12" X 24" PAVERS I NEW i �i ,��R �EAR��'�� O HEAD O� _ / 1 SLOPE AWAY FROM BLDG. TO EDGE -6 N WI o Z ..RES ,,.........- • .- ' — p 4 I DW B 8x4 8 ~•• - F R RUNO> F A, • �I s 57 FRAME BARN Ncn nr, i? 1 m `• 110 - n 201_311 1 - rr I y ' SITE PLAN I �rF Q4436 OF NEB SCALE: V-0"= 1 /16" _ DRAWN B' KS DATE: 6.28.23 SCALE: SEE PAGE NOTES: - 22r-3rr ( DRAWING _•HEFT NAME: EXISTING SANITARY' SYSTEM: (CERTIFIED FOR 4 BEDROOM) SITE :. PLAN 1) 1250 GAL SEPTIC TANK 2) 8'X12' LEACHING POOL ENLARGED SITE PLAN DRAWING :,HEFT NO: SCALE. V-0"=3/16" A= 2 - I ARCHITEC S: DEMO NOTES II I ❑ ❑ ❑ it I I 1. PLANS AND APPLICATIONS ARE FILED FOR NEW WORK ❑ I I AND NO OTHER WORK ON THE PREMISES EXISTING AT THE I EXISTING TIME OF THIS APPLICATION IS TO BE CONSIDERED PART OF PORCH IAh THIS APPLICATION OR THE RESPONSIBILITY OF THE I I STI ...�ELMAiN ARCHITECT. I I I 5235 MAIN ROAD Cl �CHOGUE, NY 11935 2. PLANS HAVE BEEN PREPARED TO INDICATE THE EXISTING CONDITIONS TO BE LEGALIZED FOR ROOM LAYOUT P. 631.734.6405 AND PLUMBING ONLY. / /" / I I CONSULT, ',ITS: 3. DUST PARTITIONS ARE TO IBE ERECTED TO PREVENT THE I SPREAD OF DIRT AND DEBRIS TO OCCUPIED AND USABLE /ENT STRUCTUI L Y /� I I I I STEVE MA '"zSCA, PE AREAS. HEAVY PLASTIC SECURELY FASTENED IS 188-07 WE, -MONTAUK HIGHWAY, ACCEPTABLE. ,/ UP ;/EXISTING I I I I HA6MP 708 (08s, NY 11946 BEDROOM #1 IP. PLAN LEGEND II I OWNER: WAkLL TO BE REMOVED i t OwoRK� I I I SCOTT Sh .-LENHAMER AND j— BRITTANY "AVIS EXISTING " 75 POPLAf STREET, 77P EXIISTING WALL __ LIVING ROOM �'� I I I I I I BROOKLY NY 11201 I I //I— -- — -- I , NE\W WALL / I I_ _ -- CL.i' I I REVISION, O RK I PERMIT SI 7115123 ' WO � - - - � - - WINDOW EXISTING I I I EXISTING / DRESSING I I DOOR ROOM I I EXISTING O WORK j- - j EXISTING \ I I I ' FAMILY/DINING ROOM RELOCATE O �. OIL TANK FROM I I I I EXIST. I BASEMENT BATH RM I I I ( LLJ IO WORK CL. I I • I I I I i I I I I I Lu II I2 I 1 • I II I I EXISTING I I REMOVE EXISTIN I DECK I I I ASPHALT THROUGHOUT I z I I I I LLJ >-- II I z I Iw EXISTING A,_----REMOVE BRICK PATH I EXISTING I I I W o KITCHEN O I I I I = U I REMOVE EXISTIN REMOVE EXISTIN I CONCRETE CURB THROUGHOU v/ U T I I CONCRETE CURB THROUGHOUT I I `� ♦ O O Ell ❑ I I I OO MOVE EXISTING II I \ E0tPVE EXISTING I I I II I I III I PROJECT � JR�D-\RNE,ES S: SHER DRYER STAND STEPS G 4270 ORE( ')N ROAD AND CLOSET CONCRETE PATH CUTCHOG NY 119 35 REMOVE EXISTING ENTRY DOOR D AR JEq/yEWA SC,W/D MOVE EXISTING ENTRY CLEll' I / I X� / ;9T 4 0436 REMOVE EXISTING I I FOF NE`N� CONCRETE CURB THROUGHOUT / I ECONSTRUCT FENCE, / RETAIN FOR LATER USE DRAWN 8' KS DATE: 6.28.23 / I SCALE: SEE PAGE I DRAWING -HEET NAME: FIRST FLR ' DEM D PLANS FIRST FLOOR DEMO PLAN DRAWING `,HEET NO: SCALE: 1'0"'= 114" i i ARCHITEC S: CONSTRUCTION NOTES 1. PLANS AND APPLICATIONS ARE FILED FOR NEW WORK , m + AND NO OTHER WORK ON THE PREMISES EXISTING AT THE SA v1uELb TIME OF THIS APPLICATION IS TO BE CONSIDERED PART OF THIS APPLICATION OR THE RESPOINSIBILITY OF THE ARCHITECT. STI *_�.ELMAIN4 2. PLANS HAVE BEEN PREPARED TO INDICATE THE 5235MA/NROAD EXISTING CONDITIONS TO BE LEGALIZED FOR ROOM LAYOUT Ct "--CHOGUE, NY 11935 AND PLUMBING ONLY. P. 631.734.6405 3. WINDOW AND DOOR SCHEDULE LOCATED ON PAGE N-1 CONSULT., "ITS: AND IN SPEC BOOK STRUCTUf ,L 4. ' CONTRACTOR TO CHECK WI1FH ARCHITECT REGARDING STEVE MA ':=SCA, PE EXISTING CONDITIONS THAT DO NOT ADHERE WITH PLANS. - 7 WE• r-MONTAUK HIGHWAY, HAMP5. CONTRACTOR TO SUBMIT WINDOW AND DOOR ORDER :Y T N AYS, NY 11946 > SHEET FOR VERIFICATION WITH ARCHITECT PRIOR TO PLACING f P. 631.728. t08 ORDER. PLAN LEGEND :? OWNER: SCOTT SH '_LENHAMER AND BRITTANY .AVIS — — — WALL TO BE REMOVED • .• • 75 POPLAf STREET, 77P BROOKLY, NY 11201 EXIS-FING WALL •• ,• :,:: . ':"i.::. 3 REVISION. *'; I DROPPED WALL PERMIT St 7115123 NEW' WALL I 4 FOR GARAGE ENTRY 12" SONOTUBE SET ON UNDISTURBED SOIL-26" MIN COVER W/4X4 POST W/POST CLAMPS TOP + BOTTOM THICKEN SLAB AT PERIMETER OF APRON WINDOW I •. EXISTING CRAWL SPACE 22'-2 1/2" 15'-0" 811 6-5 1/2" 1 1 5,I Q1; DOOR �7 t•.' r 71-611 4.,Mj+!�'•'.s y?iN,�;•j :�+iY, a '�{:fi•� �1:;LRiI,(.p',ter 00, TECO AT EAC :`• I END OF GIRDIER ~�"i ROPPED ALL 2-2X8 P.T. GIRDER in FOR ST IRS t� t} r r r 1 - 0 r ;q •: REBAR DOWELS INT 2X8 PT. DJ r " P.C. SLAB W/.~ I I I EXISTING FOUNDATIONJ J @ 16 O.C. J 6X6 WIA X W1.4 z #' WWM (NO INSUL8,TI0N, ,; ^ 'j ' -,,�• � .•''zT' ,!r,Y's:'. .,:F^1'•:."!. +, �' « ;;:'''„4 '-6 1/211 V.I.F HEIGHT) Lu PROVIDE ACCESS t'' :u:: ry INTO NEW CRAWL SPACE I R WL SPACE " ;<'• FROM EXISTING SPACE n _ z 3'X3'X1.' P. FTG. W/3 = I I N EACH WAY W N j1r co N cp ^ POSTS ABOVE t S I W �I V 0 _1 COco y I co •� • I N I NEW 8"THK NI ❑ : EXISTING HOUSE I v FOUNDATION v FOUNDATION WALL I I WALL - 17'-6 1/2" co jl:: �',`,4`� •�C:{6�L'••%i•; �,, ��.�irY}!:);��'3 !t%�t': ,.h'.,'',_�`•�•,'��T�;•X,::tswi•i"''�.:t l:�: : r Lijih � � s•f 'n'N at � � a a Ali:'( co.Ir :j;.•t,`• :+►•.., • t••i ,,,I�.. '�'`. 'x '•'y°.:r:'::::'';' `• •'�• . 2 x6 SHEAR"ALL x,, 2X8 PT. DJ ` ABOVE WITH THICKEN a o @ 16 O.C. S AB . t; 2X8 P.T. GIRD R d 7'-3 1/2" 7'-8 1/2" OT HED F.WAT SLAB t^ r: AT G M/PANTRY 15'-0" "+ 10'-6 1/2" W a LONSTRUCTION Z JOINTS (TYP) Lil O �-4II P.C. SLAB W/ N 3'X 3'X 1' P.0 Y: a:y` FTG. W/3 44 ;r H WWM. RIGID INSULATION EACH WAY W/ 12 SONOTUBE SET O „ •. UNDERSLAB R-20 (V.I.F HEIGHT) ( POST ABOVE ►t U ' UNDISTURBED SOIL-26 MIN COVER W/4X4 POST W/POST t CLAMPS TOP + BOTTOM "r,`,�} • y' PROJECT DDRESS: �. 4270 ORE( ON ROAD LOPE =1' "' CUTCHOG fE, NY 11935 a 20'-1 C 1/211 t* ROPPED WALL 'n ED A FOR EXTERIOR . Ft �`Ch�j SLAB DOORS E JEAiS/S� TIC) 4" P. . 1IV/C . 6X6 WI.4 X W1.4 r% WWM (V.I.F HEIGHT) aw g. •,$ _ � O x� to c�v `x 4436 LOPE 4" =1' OF NEB w ONSTRUCTION JOINTS (TYP) ,� DRAWN B' KS ;n `3 DATE: 6.28.23 • ;� ? SCALE: SEEPAGE ' EW 8"THK FOUNDATION WALL DRAWING HEFT NAME: '•.'��t2?t44rr,:taty�`M�i. rG."•-�+y. .�, ';y:,4..:f,�Z:�;>, ..'�•.,.`�. r..%til '}?i'L�'*"r.iw�c, t!�n:7•�' }'. ..�tiy• � — .;::�� .: :. :�� .a .a<4 .}..�. .;, . .�:: N .<�,•.:.:�. : ;.:, ,� .. N,y� ' 00F O U J DAT I O N PLANS 22'-3" DRAWING .SHEET NO: FOUNDATION PLAN t SCALE: 1'--0"= 1 /4" i ARCHITEC -S: CONSTRUCTION NOTES 1. PLANS AND APPLICATIONS ,ARE FILED FOR NEW WORK AND NO OTHER WORK ON THE PREMISES EXISTING AT THE 6A AUELS+ TIME OF THIS APPLICATION IS TO BE CONSIDERED PART OF THIS APPLICATION OR THE RESRONSIBILITY OF THE "h;T 1 `:� ARCHITECT. 5235 MAIN ROAD 2. PLANS HAVE BEEN PREPARED TO INDICATE THE Cl _'_CHOGUE, NY 11935 EXISTING CONDITIONS TO BE LEGALIZED FOR ROOM LAYOUT P. 631.734.6405 AND PLUMBING ON CONSULTi 'ITS: 3. WINDOW AND DOOR SCHEDULE LOCATED ON PAGE N-1 ' AND IN SPEC BOOK STRUCTUI -'l 4. CONTRACTOR TO CHECK WITH ARCHITECT REGARDING STEVEMA _SCA, PE EXISTING CONDITIONS THAT DO INOT ADHERE WITH PLANS. 188-07WE, -MONTAUKHIGHWAY, HAMPTON ?AYS, NY 11946 5. CONTRACTOR TO SUBMIT VNINDOW AND DOOR ORDER P. 631.728, •108 SHEET FOR VERIFICATION WITH ARCHITECT PRIOR TO PLACING ORDER. PLAN LEGEND OWNER: SCOTT SH '_LENHAMER AND — O• �5 POPLAf STREET, 77P WALL TO BE REMOVED BROOKLY, NY 11201 EXIISTING WALL 3 REVISION, PERMIT SI 7115123 u NE\W WALL IMPSON HDUZ 4 15'-0" HOLD-DOWN 21'-2 1/2" WINDOW 3'-6" 17'-2 1/2" 14'-0" z DOIOR EXISTING BA DOORS HOSE BIBISLAN O UP 5 2 x 117a • b MECH ID DROP FRAMING ce) O 4 ^ I _ FOR TILE AND MUD SET EXIS NG IN BATH ABOVE SINK NEW DECK LANDING :;. < o -r IPE DECKING O ED. EQ. CLU �" 2 X 8 16" O _ v JI G / O - E N COAT o I ` _ ^� 2 9-L L BENCH {� NEW CASED—, /� .-iw o oP I OPENING D-1 LLB � i NJ BE H N IF >C I I OST ABOVE ff o EXISTING DECK XI TIN OVEN N N N N - o s I -9 LVL RIDGE _ 12 x LVL W 12 X 45 GIRDERo� _ — �— i� o NEW ENTRY HAL - s Q _ pp TILE FLOOR - LEV TIO � 04 NEW I ` ` I TOM TCH) GYP WALL I j NEW GARAGE: n 4 X 4 X 14 DRY ` SHIPLAP CEILING �+o \` Zv (EXISTING KITCHIEN _ EXIST NG N STEEL COLUMN V.I.F CONCRETE FLOOR NEW 2- 9'--LVL ID-1 WOOD SHIPLAP WALLS EACH END N WASH WOOD SHIPLAP CEILING N O N rnI O -1 O J - N D1 4X4X14 BEARING WALL co it-lit = STEEL COLUMN — — -3 1/ 11 1 -1 NEW DECK LANDING EACH END 2X6 v Q IT IPE DECKING ? _r Q y t - 5 , CV (V U r n - r - UP rn T N 4 2 6 FOS N LLJ Z RADIANTn `"""" . . o — — — J 1 r LLI kk,^, FLOOR HEATING A-17 WINE RACKS 30"WINE w NEW STORAGE COUNTER FRIDGE I > O O TILE FLOOR — — — SHIPLAP WALLS �2 N A _ � I N M v � I v r 3- 9 LVL `' 3- 91LVL ADIANT FLOOR PROJECT ;DDRESS: D-1 HEATING RADIANT 4270 ORE( `)N ROAD FLOOR HEATING 6-9 1/2" '-10" 3'-10' 6'-9" CUTCHOG NY 11935 10'-5" 1 o'-5" 4-2X6 POT a EAAt S 7�\ NEW PATIO b _ o • 0 rn 6 N �T 0443 -0 FOF NENI� NEW 1'WID - BLUESTONE CURB DRAWN B' KS NEW BLUESTONE DATE: 6.28.23 12"X24" PAVER PATIO SCALE: SEE PAGE ON 4" CONCRETE LA (SEE SLAB PLAN) DRAWING HEET NAME: '-0' 20'-2 1/2" '-0' _r FIRS . FLR PLANS 22'-2 1/2" DRAWING ')HEET NO: FIRST FLOOR CONSTRUCTION PLAN All* SCALE: V-0"= 1 /4" ARCHITEC 3: CONSTRUCTION NOTE 1. PLANS AND APPLICATIONS ARE FILED FdR NEW WORK Al UELS+ , AND NO OTHER WORK ON THE PREMISES EXI TING AT THE TIME OF THIS APPLICATION IS TO BE CONSIDERED PART OF / THIS APPLICATION OR THE RESPONSIBILITY OT THE STFELMAIN ARCHITECT. � j' '5235 MAIN ROAD 2. PLANS HAVE BEEN PREPARED TO INDIC TE THE Cl ;CH 11935 EXISTING CONDITIONS TO BE LEGALIZED FOR ROOM LAYOUT 31.73 6LEGALIZEDAND PLUMBING ONLY. I �� 'UP i , P. 61.734. 05 EXISTING/B/EDROOM CONSULTi ,ITS: 3. WINDOW AND DOOR SCHEDULE LOCATE ON PAGE N-1 / i� '/ ' STRUCTUf -AL AND IN SPEC BOOK '" / 4. CONTRACTOR TO CHECK W/ITH ARCHITE T REGARDING / S 8-07 WE '_SCA, PE EXISTING CONDITIONS THAT DO �VOT ADHERE WITH PLANS. / HAMP ON AMONTA 11946 WAY HAMPTON �AYS, NY 11946 5. - CONTRACTOR TO SUBMIT V'VINDOW AND kOOR ORDER / ,/ � � ,� P. 631.728. 108 SHEET FOR VERIFICATION WITH ARCHITECT PIOR TO PLACING ORDER. ( EXISTING STORAGE PLAN LEGEND OWNER: pN SCOTT SH _LENHAMER AND BRITTANY -AVIS WAILL TO BE REM VED / i/ 75 POPLAf STREET, 77P C - - _ _ � p EXISTING j / BROOKLY, NY 11201 HALL _ EXI;STING WALL I I EXISTING / REVISION. PERMIT Sl '" 7115123 BATH ! EXISTING BEDROOM NEUN WALL i EXISTING ! EXISTING CLOSET CLOSET WINgDOW Z I - DO(OR O I I Q � O LL] 3 000 • Cn 4 3-2X6 POST Q TO RIDGE 22' 3" c) 14'-4" 2'-1 4'-211 3 ry 10'-7 1/2" O A-17 ui 3- LVL c4 o u �� I f = M Q Ivy _ `o NEW BATHROOM " I `) EXIST. ROOF = g o) 2 X 10 RR @ 16" TILE FLOOR - Z o SHIPLAP WALLS O BELOW N NEW OFFICE I I AND CEILING 4 �- W ' I O O Z WOOD FLOOR N GYP WALLS "2 N I Oi W WOOD SHIPLAP CEILING ------RADIANT J ID- I FLOOR HEATING W O _ >C 1O'-6" HALL N r = Y' I U co 3'-4" 6'-7" Z a. ,.. N f n r- y♦ U 4-2X6 POST — — — — 3 NEW DEN FULL HGT W N PROJECT :)DRESS: NEW METAL ROOF WOOD FLOOR Z (� GYP WALLS O 0 I DECORATIVE TRUSSES ABOVE TYP 4270 ORE( ON ROAD BELOW WOOD SHIPLAP CEILING Z ) Q I CUTCHOG , NY 11935 2X10RR@16" � W 2X10RR@16" � �iN O METAL AND EKED AR M a I WOOD RAILING CV �� .I Ep jV C'171 PER SPEC 3'-1 1/2" G O k 4 X 2X6 POST k O ' N N FULL HGT - I N t 0 04 c� DN ,....' `� ... i N co N C7 N ` 2- 2X10 F - X O F N �— — 04436 DECK - 9TF MAHOGANY DECKING ON 2X SLEEPERS OF NEON N N ION RUBBER MEMBRANE ROOFING ON(2)J"EXT GRADE PLYWD ON 2X6 cV CV = r- r- X CUT WITH 1/4"/l'PITCH k DRAWN B' K ' X 10 RR @ 16" 7 2 X 10 RR @ 16" 7 DATE: 6.28.23 (o coM N I O N zo SCALE: SEE PAGE DRAWING >HEET NAME: 1 g1 311 2'-0 21' 3" SECT AND FLR PLANS 22' 3" METAL SILL SLOPE DRAWING iHEET NO: 8"TO EXTERIOR WITH METAL RAIL ABOVE 2ND FLR CONSTRUCTION PLAN SCALE: 1'0"= 114" i ARCHITEC S: CONSTRUCTION NOTES 1. PLANS AND APPLICATIONS ARE FILED FOR NEW WORK a AND NO OTHER WORK ON THE (PREMISES EXISTING AT THE SAV'FIUELS+ TIME OF THIS APPLICATION IS TO BE CONSIDERED PART OF 'ELMAlh THIS APPLICATION OR THE RES>PONSIBILITY OF THESTI !'= ARCHITECT. 2. PLANS HAVE BEEN PREPARED TO INDICATE THE EXISTING CONDITION S TO BE LEGALIZED FOR ROOM LAYOUT 5235 MAIN ROAD Cl '"CHOGUE, NY 11935 '• P. 631.734.6405 AND PLUMBING ONLY. 3. WINDOW AND DOOR SCHEDULE LOCATED ON PAGE N-1 CONSULTi ',ITS: AND IN SPEC BOOK STRUCTUf °+L 4. CONTRACTOR TO CHECK, WITH ARCHITECT REGARDING STEVE MA SCA, PE EXISTING CONDITIONS THAT DO NOT ADHERE WITH PLANS. 188-07 WE, MONTAUK HIGHWAY, 5. CONTRACTOR TO SUBM17 WINDOW AND DOOR ORDER HAMPTON :AYs, NY 11946 P. 631.728. 408 SHEET FOR VERIFICATION WITH ARCHITECT PRIOR TO PLACING ORDER. PLAN LEGEND OWNER: SCOTT SH LENHAMER AND BRITTANY )AVIS NALL TO BE REMOVED 75 POPLAf 'STREET, 77P BROOKLY NY 11201 E:XISTING WALL REVISION. EXIST. ROOF PERMIT Sl 7115123 NIEW WALL EXIST. ROOF TO VYVINDOW D)OOR O EXIST. ROOF BELOW O z W U HALF ROUND GUTTERS 22'-311 CONT. 1 O W EXIST.ROO BELOW = ALF ROUND GUTTERS 15'-0" CONT. Z V — W O O , w i NEW ASPF ALT SHINGLE ROOFING PER rn Z) SPECS O LATH UNDERLAYMENT ON ra" v / U NEW M TAL ROOFING PER " PLYWD O RAFTERS PER PLAN.SPRAY SPECS ON LATH UNDERLAYMENT FOAM INS LATION BTW 12AFTERS-R-30 ON Y4' LYWD ON RAFTERS Q PROJECT -.7DRESS: PER P AN. SPRAY FOAM w p NSULA ION BTW RAFTERS R-30 OLo 4270 ORE( ON ROAD ' CUTCHOG 1 , NY 11935 _ d SLOPE AT 6/12 SLOPE AT 6/12 \ ^�RED AR ENE JEANS ' L ogwo qT 04436 EOF NEWS DRAWN B' KS DATE: 6.28.23 SCALE: SEEPAGE DRAWING :�HEET NAME: ROO - PLANS 22'-3" '.01 -A DRAWING :>HEET NO: ROOF CONSTRUCTION PLAN SCALE: 1'--0"= 114" ARCHITEC S: t;AAUELS+ ----- - STI 'ELMAN ME 5235 MAIN ROAD Ct TCHOGUE, NY 11935 O; P. 631.734.6405 CONSULTi 'ITS: STRUCTUf -,L STEVE MA 'LSCA, PE 188-07 WE, .,-MONTAUK HIGHWAY, HAMPTON ?AYS, NY 11946 P. 631.728. •108 OWNER: INE OF ROOF SCOTT SH LLENHAMER AND OVERHANG ABOVE - — — — — BR/TTANY :-AVIS 75 POPLAf STREET, 77P \ \ \ BROOKLY, NY 11201 ECH. VENT I i � YP BOARD PERMIT SI 7115123 IIi cMII�r L/L rn —I� /\ //II 1► �/yrz;y r I J/r I,I iiIIjj i \, I I CCwW l CEE CILOINRGA T@IV 8E' LI 77171 >. , 2X LAYER TYPE X SHEETROCK FOR 1 HOUR RATING �SHIPLAP FINISH TIES, OCR A SCEADS, ED UCTS TO UPPER FLOOR OD PANELING " WO VENTS TO UPPER ol FLOOR V.I.F TRUSSES 2 X 2X8 fW\\�y W ADIANT FLOOR HEATING WbJ� MP 38 38 wD W �� W NLE ] �Rl f UZOSECOND FLR ELEC/RCP PLAN SCALE: 1 /4" =V-0" PROJECT DDRESS: 4270 ORE( ON ROAD CUTCHOG 1E, NY 1193OE 5A� B R JEA� s A >104436 OFN DRAWN B' KS DATE: 6.28.23 FIRST FLRELEC/RCP PLAN SCALE: SEEPAGE DRAWING '-,HEETNAMEC �: SCALE: 1 /4" =1 -0" ELEC :/RCP P �LOQ/A��'O N 41 " S DRAWING SHEET NO:� I z , A118 ( ARCHITEC -S: t;AAUEL"i STI �.�..ELMAN 5235 MAIN ROAD Ci -'CHOGUE, NY 11935 - P. 631.734.6405 CONSULTI 'ITS: STRUCTUI '.L NEW ASPHALT SHINGLE STEVE MA 'ESCA, PE ROOFING PER SPECS 188-07 WE, F MONTAUK HIGHWAY, ON LATH UNDERLAYMENT HAMPTON �AYS, NY 11946 ON a PLYWOOD ON RAFTERS P. 631.728. 108 PER PLAN 7 ROOF 23'-0" \ \ \ \ \\ \ OWNER: \ \ SCOTT SH _LENHAMER AND BRITTANY )AV/S \\ \ 75 POPLAI STREET, 77P - - BROOKLY, NY 11201 TOP OF WALL 2'-5 1/2" 2-5.1/2" ` Li I Li IT REVI SIOM NEW METAL AND GLASS RAILING v iq \ \\ •` \ \ PERMIT SI r 7/15/23 TO CODE CASE ENT m CASE ENT c� \ \ \ \ \ \ \ \ METAL SILL SLOPE WIN Ow WIN Ow \ \ \\ \ EXISTING ROOF 8"TO EXTERIOR WITH 9 METAL RAIL ABOVE o J J cq \ \ \ \ \ \ \NEW BARN WOOD SIDING— SECOND FLOOR ON BUILDING PAPER \ \ \ ON 518"PLYWD SHEA TING c - -—SCUPPER TO- — — CEILING AT PANTRY 2'S 1/2" 2'-5 1/2" 2'-5 1/2" GUTTER LEADER AT 114"SLOPE Ll O NEW CASEMENT WINDOW-- EXISTING SIDING AND WINIDOWS ITH 2"FLAT STOCK TRIM -- m CASE ENT `l CASE ENT co CASE ENT co NAN OW WIN OW WINDOW HOSE BIB - 2 N AC UNIT 2 N S N �o ONP.C. 0 U) FIRST FLQ? _ N N N - T v EAST ELEVATION p SCALE: 1"= 1 /4" W \ \ \ \ \ \ \ \ \ \ \ \ \ \ W \ ROOF \ \ \ \ 23 4 O \ \\ \ \ EXPOSED 2 RIDGE BEAM O \ NEW DECORATIVE r n WOOD TRUSSES �/♦ U 12 e \ \\ 6 \ PROJECT -)DRESS: \ \ NEW GUTTERS TOP OF WALL g g 7`2" 4270 ORE( ON ROAD NEW BARN WOOD CUTCHOG IE, NY 11935 SIDING ON BUILDING \ \ PAPER ON 518"PLYWD \ \\ D OR PIC RE PIC URE PIC URE SHEATING R p'gRC \ WIN OW WI OW WI OW o NEW METAL ROOF NEW METAL AND GLASS EXISTING ROOF \\ �ON UNDERLAYMENT RAILING TO CODE \NE JEA �9,T�`� METAL SILL SLOPED m �G TO EXTERIOR WITH A r 8 q)15SECOND FLOORTAL RAIL ABOVE -4 EXISTING SIDING e•9., qT 04436 PAINTED CEILING AT PANTRY FOF N � —NEW FRENCH DOORS PICT JRE FRENC DOOR PICI JRE WITH 2"FLAT STOCK WIN ow WIN ow SURROUND co DRAWN 8' KS N FREN DOOR FREN DOOR 1 o bo 1 DATE: 6.28.23 l SCALE: SEE PAGE NEW EXT ELEC OUTLETS DRAWING SHEET NAME: NEW F TH D0o1�- �--- ELEVATIONS NEWV SIDING TO MATCH HOUSE NEW D C DRAWING `SHEET NO: SOUTH ELEVATION All SCALE: V-0"= 114" ARCHITEC S: SA " JUELS+ ST I _"omo E L M A N �'5235 MAIN ROAD CI TCHOGUE, NY 11935 P. 631.734.6405 ROOF CONSULTS VTS: \ \ \ \ �\ \ \ \ IN L iEXISTING ROOF- - \ \ \ \ \ \\ \\ ROOFING PER SPEC 23'-4" STRUCTUI -iL ON LATH UNDERLAY WE NT STEVE MA =SCA, PE ON4 PLYWOOD ON ATE S 188-07 WE, T MONTAUK HIGHWAY, PER PLAN HAMPTON SAYS, NY 11946 P. 631.728. 108 \ \ \ \ \ \ \ � TOP OF WALL q lT-2" OWNER: ju NEW GUTTERS - \ SCOTT SH I-LENHAMER AND El \ \ \ \ \ \ \ BRITTANY AVIS \\\ \ \ \ \ \ \ \ NEW METAL CASE ENT 75 POPLAf .STREET, 77P \ \ \ \ \ \ \ \ AND GLASS RAILING WIN OW BROOKLY, NY 11201 \ \ \ \\\\ \\\\ \ TO CODE \ \ \ q SCUPPER TO V5 _s in o GUTTER LEADER REVISION, AT 114"SLOPE SECOND FLOOR PERMIT SI i' 7115123 T ED NEW BARN WOOD CEILING AT PANTRY SIDING ON BUILDING eA PAPER ON 516" PLYWD SHEA TING EXISTING SIDINGS AND WINDOWS- - ---- ----- - - NEW WINDOWS case eNr °' NEW STONE PATIO WIN OW N O , O N Ll 11 -tj GROUND Q O z w 0 WEST ELEVATION C� SCALE: 1"= 1 /4" > Q 0 LPL \ \ \ \ \ \ \ \ \ \ \ ROOF \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 7._0.. \\\ \ \\ \\ \ \\,\\ \ Ld \ \ \ W Q \ \ \ • TOP OF WALL FFF 71 \ \ • \\�\ U El NEW GUTTERS o ICTU \ \ \ \ WINDC Nzo ' PROJECT ,DRESS: \ EXISTING ROOF 4270 ORE( ')N ROAD \\\\ \\\\ CUTCHOG �, NY 11935 v NEW SCONCE— SECOND FLOOR rr,, \\ \\\\ EA& NEW WOOD BARN N TRACK PER qPFr ��J Ea Ch,�T 4 CEILING AT PANTRY S,9�FO� NEW WOOD BARN DOORS * r CA EXISTING SIDING AND WIINDOWS 9 JLA 04436 NEW BARN WOOD SIDING ON - '.7 ' BUILDING PAPER ON FOF 518"PLYWD SHEA TING El 11 FIRST F10 _ DRAWN B' KS DATE: 6.28.23 SCALE: SEE PAGE DRAWING SHEET NAME: ELEVATIONS NORTH ELEVATION DRAWING `SHEET N0: SCALE: 1=0"= 1 /4" ARCHITEC S: 31'-7" f1m cm STI ''m -'5235 MAIN ROAD 31'-7" Cl 'CHOGUE, NY 11935 P. 631.734.6405 ROOF 7 —Ka7_23--4- CONSULTe ^ITS: —NEWASPHALTSHINGLE ROOFING PER SPECS STRUCTUI ON LATH UNDERLAYMENT STEVE MA 'ESCA, PE ON 3 4 -MONTAUK HIGHWAY, PLYWOOD ON RAFTERS 188-07 WE PER PLAN HAMPTON 'AYS, NY 11946 P. 631.728. 108 WALL 17 2�OF NEW GU 'ERS OWNER: FGRESS%INDOW 6 95E)PEN NEW BARNWOOD SIDING ON BUILDING PAPER 0 Mll PL YWD SCOTTSh LLENHAMER AND CASE AENT CASEENT 04 WIN)OW WIN OW SHEATIIJG BRITTANY )AVIS 75 POPLAI STREET, 77P NEW METAL A)VD BROOKLY, NY 11201 GLASS RAILING ZN SECOND FLOOR REVISION, PERMIT SI 7115123 _CEILING IT PANTRY BID SET 818123 SCUPPER FO 8128123 GUTTER AT!"SLOPE NEW WINO K S CASE ENT io WIN OW NEW STOWPATIO cli (4� PPST ELOOR _n-- _ l__T _T F I F T I II II Q Li C� w WEST ELEVATION (INTERIOR) 0� U) SCALE. I'-T-- 114" > 0 ry w ROOF z w j z w :D w 0 TOP OF AA_2 '7 �2 U) NEW GUTTERS PICTURE VINDOW co NEW DECOIRATIVE PROJECT ODRESS: BE tp 4270 ORE( �)N ROAD EXTERIOR SCONCE CENTERED UN ER CUTCHOG 1E, NY 11935 WINDOW —NEW METAL SECOND FLOOR (Di ROOFING 0 ON UNDERLA YMENT NEW SL.IDIN DOOR TRACK BEHIND 6'8' CASEELBOY— —6/4 X 4 PVL;I-RIEZE--. CEILING AT PANTRY PER SPEC CASED BOX WITH----------------- —NEWEXTERIOR SCON E HORIZONTAL BARN WOOD SIDING NEWFRENCHDOORS NEW WOOD BARN DOORS— PER SPEC —NEW SIDING TO PICI JRE FRENC 11 DOOR PICI URE 5'-8- 6" WIN Ow MATCH HOUSE co WINI Ow NEW BARN WOOD SIDING SIDING. 00 (E E ON BUILDING PAPER PAINT TO MATCH ON 518"PtLYWD SHEA TING Lf) WALL OPENING BEHIND RECESSELD METAL TRACK SET IN(CONCRETE FOR FIRST FI_Oqj� DRAWN B' KS GROUND ORS DATE: 8.28.23 v_u F —1ice SCALE. SEE PAGE NEW DECKAND DRAWING ')'HEET NAME: STAIRS ELEVATIONS NORTH ELEVATION (INTERIOR) DRAWING ")'HEETNO: SCALE: V-0"= 114" Aml " ol 5 1z LL ARCHI TEC "S: _Q A IUELS+ STI !.�.ELMAN •'5235 MAIN ROAD Cl TCHOGUE, NY 11935 P. 631.734.6405 CONSULTS 'VTS: STRUCTUI 4L \ ` , STEVE MA '_SCA, PE 188-07 WE r MONTAUK HIGHWAY, \ HAMPTON -'AYS, NY 11946 \, \ P. 631.728. _108 \ OWNER: \ \ SCOTT SH 'LLENHAMER AND BRITTANY "AVIS \ 75 POPLAf STREET, 77P BROOKLY, NY 11201 \\ \ \ RO REVISION: \ 23'4 PERMIT SIT 7115123 \ \ \ RIDGE BEAM. SEE PLANS FOR DIMS NEWASPHALT SHINGLE ROOFING PER SPEC \ 12 ON LATH UNDERLAYMENT ON 4"PLYWOOD ` ON RAFTERS PER PLAN. \\ \\\ NEW SPRAY FOAM N \ \ \ INSULATION IN 2X10 ROOF tD FRAMING R-30 O NEW CASED DECORATIVE ` WOOD TRUSSES �— I, EXISTING ASPHALT ROOF rFTOI \ ON SHEA TING ON - q 17'-2 O ROOF FRAMING N NEW INSULATION -- -- METAL ROOF - ON SHEA TING ON ROOF FRAMING NEW GYP BOARD FINISH WITH SPRAY FOAM - ♦^ INSULATION o \ NEW EN EW CASED / OPENING \ \. FLOOR FRAMING M \ DROPPED CEILING 9 2"TJI WITH N FOR DUCT V.I.F n/ BAIT INSULATION R-30 �0'-4" EXI S T/NG KITCHEN � Q a NEW ROUGH SAWN SHIPLAP C E 2X LAYER TYPE X SHEETROCK FOR 1 NEW BARN WOOD HOUR RATING SIDING SHIPLAP FINISH W } OPENING J Z o NEW BA TT INSULATION NEW TILE FLOORING N R-24 W O ON MUDBASE ON SUBFLOOR. z N NEW 4"SLAB ON GRADE U FLOOR STRUCTURE PER PLANS 00 CE z ©- �y _. N � ) WITH SPRAY FOAM INSULATION N ENT V � O N � � eo U BETWEEN JOISTS • NEW GARAGE 8 X 12 A.B PROJECT .DRESS: EXISTING 8" THK POURED CONC. NEW ALL 2-#5 FOUNDATION WALL, LIQUID APPLIED DAMPROOFING 4270 ORE( ON ROADNEW 8"THK POURED CONC. CUTCHOG E, NY 11935 FOUNDATION WALL, LIQUID 2 COVER SLAB -\ APPLIED DAMPROOFING �___A R C ED EEA R M FIR �� S 171 N _:� :'.. r°'ram" ��.:— .i':,:+.r,..:rr•:-;'� ,--.-a=:-!�•,i':r �++..:.i..::`°.«s:._.:.:, :�. .'.i:: t L P Ell G l AWLS A NG CRAWL EXI S NEW CRAWL SPACE r; :. 30-0 1/2" - * - W/2-#5 ` 2' S.0" 1 0" .; 3 - #5 REBAR . M 04436 ' I \f.. .Y DRAWN B' KS DATE: 6,28.23 SCALE: SEEPAGE DRAWING ,HEET NAME: SEC* ~ION 1 SECTION I DRAWING 'SHEET NO: SCALE: 1'-0"= 1 /2" Au 12 _ I ARCHITEC 'S: SA 1 AUELS+ ST[wELMAN '5235 MAIN ROAD Ci :rCHOGUE, NY 11935 P. 631.734.6405 CONSULT, ITS: STRUCTUI {l STEVE MA '-SCA, PE 188-07 WE: r MONTAUK HIGHWAY, HAMPTON >AYS, NY 11946 P. 631.728. .108 OWNER: SCOTT SH -LENHAMER AND BRITTANY `AVIS ROOF 75 POPLAI STREET, 77P _ BROOKLY NY 11201 23'-4" 2 RIDGE BEAM. SEE PLAN FOR DIM 6 REVISION, PERMI T SI i 7115123 NEW ASPHALT SHINGLE ROOFING PER SPEC BID SET 8/8/23 ON LATH UNDERLAYMENT ON 2"PLYWOOD ON RAFTERS PER PLAN. PERMIT Rj +VISION 8128123 _ N - - CO : i NEW CASED DECORATIVE WOOD TRUSSES . . .............. 2X8 CASED i N TOP OF WALL ' ERS 17-2 o � I NEW DOOR NEW BARN WOOD SIDING - NEW METAL AND GLAS RAILING N W -- F METAL SILL SLOPED '"TO EXTERIOR WITH ^ METAL RAIL ABOVE V J I I MAHOGANY DECKING ON 2X SLEEPERS R OF CK ON RUBBER MEMBRANE ROOFING N / I/It' /1'SLOPE 1/4"/1'SC M ON(2)-q EXT GRADE \ ! N PLYWD ON 2X6 CUT WITH 1/471'PITCH SECOND FLOOR _ 0 10'-5.5" 2 X 4 @ 16"O.C. CUT WITH 8" _ DETAIL 2 \ l; '! ----- / PER FT PITCH TO SCUPPER - / oIVEW BARN WOOL) SIDING CEILING ATIP NTRY NEW GYP BOARD FINISH 8'-911 UNDER STAIR NEW CASEMENT —FLOOR FRAMING N WINDOW 9 2"TJI WITH NEW TILE FLOOR FINISH SPRAY INSULATION OVER RADIANT FLOOR W } Fire sepsr�tion R-30 ''- HEATING Z required ns per _ _I _ "SLAB ON GRADE00 N NYS Code OVER RIGID INSULATION W O NEW S TOR E EQUALING R-20 MIN. T = NEW BATT INSULATION v♦ U NEW PANTRY PAINTED R-24 GYP WALL N SILL FLASHING PROJECT DDRESS: EE IN ELEV T11 NS OVER STUCCO FINISH An A' 3nl DE L 1 � 2) #5 REBAR, 4270 ORE( ;)N ROAD — CONT/N /O IS ST 1 .0 O FINISH FIRST FLOOR CUTCHOG ": NY 11935 r... - r t "� Imo• �. GROUND NEW 8"THK POURED CONC. FOUNDATION WALL, LIQUID APPLIED DAMPROOFING SEE TYP. DETAIL FOUNDATION.y NDATION DRAWN B' KS DATE: 8.28.23 SCALE: SEEPAGE DRAWING "HEET NAME. SEC' -ION 2 SECTION 2 DRAWING ',HEET NO: SCALE. 1=0"= 1 /2" ARCHITEC "S: SA 'Al U E LS+ STI ".ELMAN `5235 MAIN ROAD Ct .-CHOGUE, NY 11935 P. 631.734.6405 CONSULT., ITS: STRUCTUI ,L STEVE MA '-SCA, PE 188-07 WE, -r MONTAUK HIGHWAY, HAMPTON :AYS, NY 11946 P. 631.728. 408 OWNER: ._LENHAMER NEW ASPHALT SHINGLE ROOFING PER SPEC SCOTT SN ANDNEW SPRAY FOAM R-30 BRITTANY -AVIS ON LATH UNDERLAYMENT ON 4"PLYWOOD WALL SECTION 4/A-16 INSULATION IN 2X10 ROOF 75 POPLAf .STREET, 77P ON RAFTERS PER PLAN. — FRAMING BROOKLY NY 11201 _ ROOF_ Cr 23'-4" L REVISION. RIDGE BEAM PERMIT SI 7115123 C N M C° SHIF LAP ON CATHEDRAL CEILING NEW DECORATIVE WOOD TRUSSES (2) 2X8 CASED O TOP OF WALL Q 17'-2" C i o M I � O I NEW PICTURE WINDOW -NEW METAL AND io NEW BARN WOOD WOOD RAILING W SIDING NEW METAL NEW ROOF NEW OFFICE AND GLASS RAILING DECK NEW DEN (n METAL SILL SLOPE PAINTED 8"TO EXTERIOR WITH z GYP WALL NEW BARN WOOD DRIP EDGE WITH FLOOR FRAMING N ;�z SIDING 0 N METAL RAIL ABOVE I CDo 9 2"TJI WITH \\--PAINTED i.l I BA TT INSULATION GYP WALL N � R-30 DROPPED HEADER AT DOOR LOCA SECOND—FL OR 10'-4"d N FOR SIZE N EE PLA uj NEW BARN WOO \ - - -- SIDING \ 2 CEILING AT PANTRY /"? "/ NEW GYP BOARD FINISH STEEL BEAM —2X LAYER OUR RATING E X SHEETROCK FOR 1 SEE PLAN FOR SIZE NEW BA TT INSULATION R-24 I I SHIPLAP FINISH NEW FRENCH DOOR 2 X 6 WALL NEW ROUGH SAWN SHIPLAP NEW TILE FLOOR FINISH I W } OVER RADIANT FLOOR W HEATING I I NEW STAIR NEW 8 BARN DOORS 4"SLAB ON GRADE I W O zo OVER RIGID INSULATION o U EQUALING R-20 MIN. I I W NTRY 2 X 6 WALL NEW GARAGE cn WITH R-24 INSULATION (UNCONDITIONED SPACE) " NEW 8 THK POURED CONC. FOUNDATION WALL, LIQUID APPLIED DAMPROOFING PROJECT .7DRESS: 4"SLAB ON GRADE • 4"THK CONCRETE SLAB I I 42" CONC. APRON 4270 ORE( '.)N ROAD WITH STONE PAVERS PITCH TO GRADE CUTCHOG =, NY 11935 FIRST FLOOR r n� - - -- - -- r {r' o-7 R E A r i •r.'.1.. L / 1I r,may. lyl •{'• '4l 1. r.I.. •:i1'' :r'.♦\', E I A . .w,•'.•. .•:. ... ... .iM �,R:1 ti: :.tl.k.•��.1tiyr. _:. t�*K..i 4�•/. �:' µ.+..��:.�y GROUND 0� �-' d. •�, .� ,<..�. .�,. ar. ,: .,.�� ,�, '�r,, � 9 � 1'-0" 2'-0" 1'-0' J'-O" 2'-0" O '��' 04436 Q� �TFOF NEW�O FOUNDATION DRAWN B' KS DATE: 6.28.23 SCALE: SEE PAGE DRAWING -,HEFT NAME: SEC' -ION 3 SECTION 3 DRAWING SHEET NO: SCALE: 1'-0"= 1 /2" Am m An 't ARCHITEC 3. -Q A AUELS+ STF."ELMAN 5235 MAIN ROAD Cl TCHOGUE, NY 11935 P. 631.734.6405 CONSULT., VTS: STRUCTUI 'AL STEVE MA =SCA, PE 188-07 WE, -MONTAUK HIGHWAY, HAMPTON :AYS, NY 11946 P. 631.728. '108 \ \ \ OWNER: \ \ \ \ \ \ SCOTT SH :_LENHAMER AND BRITTANY -AVIS \ \ \ \ 75 POPLAI 'STREET 77P BROOKLY, NY 11201 REVISION; PERMIT SI '' 7115123 O 0 W METAL ROOF ON SHEA TING ON ROOF RIDGE ROOF FRAMING WITH SPRAY FOAM ry INSULATION R-30 12 11'-8 1/2" n METAL ROOF 5"EXTENSION FROM - \ \` \ \ 4 r" SOFFIT �, \`\�\, — HEADER AT NEW ADDITION(BEYOND)-- Q NEW WOOD SIDING TO MATCH HOUSE/ NEW INSULATION BARN WOOD FINIS LL R-24 NEW FRENCH DOOR NEW TILE FLOORING ON MUDBASE L ON SUBFLOOR. FLOOR STRUCTURE N o PER PLANS WITH SPRAY FOAM NEW z INSULATION BETWEEN JOISTS BOAR INISHT. DROPPED FRAMING AT TILE N 0 MAHONGONY DECK W >- ON P.T. 2X8 STRUCTURE Z ON POSTS AND 12"SONO TUBES J j W o T 8"THK POURED CONC. — FIRST FLOOR U U FOUNDATION WALL, LIQUID a �'" ` \ \ \\ \ \� �\ - N V-3 1/2"V.I.F APPLIED DAMPROOFING \ \\\\\\ \'�\'\\�\,'\` M PROJECT .DDRESS: GROUND A. l' 4270 ORE( :)N ROAD 6 X 6 P.T TIMBER ;;;; NEW CRAWL SPACE =;a 1' CUTCHOG 'E, NY 11935 .`_ 2 COVER SLAB <+. •'..�:.: •'°..'. , IA y''> 0 3� E J EAR ,I fi FOUNDATION CPL81D -4'-0" 9T a4436 EOF NE�� DRAWN B' KS DATE: 6.28,23 SCALE: SEEPAGE DRAWING :HEET NAME: SEC' -ION 4 SECTION 4 DRAWING .31HEET NO: SCALE: V-0"= 112" ARCH/TEC 'S: TOP OF WALL 16-8" - NVIUELS+ NEW DEN ST13"'ELMAN '5235 MAIN ROAD STRUCTURE FACE Ci "CHOGUE, NY 11935 1/2" EXPANSION JOINT FILLER AND P. 631.734,6405 SEALANT CONSULT, JTS: PROVIDE #5 REBAR DOWELS, 12" OC HORIZONTALLY, 18" LONG - SET 8" INTO STRUCTUI -+L EXTG CONIC FOUNDATION WALL - GROUT STEVE MA '-SCA, PE NEW BARN WOOD SOLID TYP 188-07 WE• 7 MONTAUK HIGHWAY, SIDING ON BUILDING PAPER HAMPTON AYS, NY 11946 STONE PAVERS ON SETTING BED ON 8"PLYWD SHEAT/NG P. 631.728. 108 CD OWNER: NEW METAL AN • ; ... . ---#4 REBAR AT 12" O/C. GLASS RAILING ---- (4) #4 REBAR ABOVE WOOD H BRITTANY AVISHAMER AND CONTINUOUS PARAPET 75 POPLAI STREET, 77P 0 BROOKLY, NY 11201 r��PAVING EDGE AT ST U___C_ T_ URE -� SCALE: NTS METAL SILL SLOPED REVISION: 8" TO EXTERIOR WITH METAL RAIL ABOVE - NEW GLASS DOOR _ PERMIT SI 7/15/23 0 N MAHOGANY DECKING _ NEW METAL AND ON 2X SLEEPERS 0 WOOD RAILING ON RUBBER WATERPROOF CV MEMBRANE ROOFING (LAPPED) \ DETAIL Z SIM NEW ROOF DECK ON (2) 4 EXT GRADE _ SECOND FLOOR PLYWD 10'-4" 2 -2X6 PLATE AT BOTTOM OF WALL MAHOGANY DECKING ON 2X SLEEPERS 5„ 0 - PROVIDE 8 EXT PLYWD m m _ -------- RUBBER MEMBRANE ROOFING N SHEATHING EACH SIDE OF WALL ' X I N (2) 4" EXT GRADE \� \ \'��\ \ ,,, 2 X 4 @ 16" 0.C. CUT WITH 1/4" \ 2 X 10 @ 16 OC'W11"H SPRAY FOAM PLYWD ON 2X6 CUT WITH$ \PITCH _ ' . NEW ROOF DECK r' PER FT PITCH TO SCUPPER \�\ R-30 INSULATION'B�T�1hE E N FJ --- — GRATE AT SCUPPER O CEILING AT PANTY NEW BARN WOOD /�— METAL FASCIA TO SCUPPER FLANGE 8'-91 \ ` 2X10 LEDGER W/2 14" METAL GUTTER TO LEADER AT CORNER SHIPLAP FINISH CEILING T/MBERLOCK SCREWS W - - - - - - — / @16O/C --- --2 X 10 @ 16 OC WITH SPRAY NEKb'GYP BOARD FINISH FOAM INSULATION BETWEEN FJ NEW BARN WOOD SIDING NEW BATT INSULATION (n VERTICAL APPLIED SEE SCHEDULE 2 x s WALL \— __— -- --- NEW BATT INSULATION R-24 WITH R-24 INSULATION / INTERIOR WITH GYP BOARD INTERIOR — - -- ---- --------NEW CASEMENT WINDOW Q NEWWINDOWBEHINDI —__ _ — NEWOUTSWING NEW STAIR R®®F DEC SCUPPERFRENCH DOOR W SCALE: NTS N NEW FLOOR FINISH Z d7 OVER RADIANT FLOOR OVER N ' 4" SLAB ON GRADE 00 00 OVER RIGID INSULATION MIN R-20 Op W z ----- --VERTICALLY APPLIED BARN 8 X 12 A.B Z) / SIDING PER SPECS ON BLDG. @32" O/C AND 12"FROM EACH PAPER ON 8"PLYWD. CORNER W/3"X 3" WASHER O W SHEATHING ON 2X6@16" WALL 2 - #5 FRAMING BATT INSULATION �^ R-24 MIN NEW 8" THK POURED CONC. v, U NOTCH SLAB AT LOCATION NEW PANTRY PER PLAN FOUNDATION WALL, LIQUID PROJECT DRESS: ----- --8 X 12 A.B APPLIED DAMPROOFING @32"O/C REBAR DOWELS IN PATIO ----- --SILL FLASHING 4270 ORE( :)N ROAD , i OVER STUCCO FINISH AND BUILDING FOUNDATION CUTCHOG '�, NY 11935 4" THK CONCRETE SLAB �- 2- #5 WITH STONE PAVERS ED A -TILE FLOOR FINISH 77�_L OVER MUD BASE WITH DETAIL 3 R - - - - - - - } N�J EA/y —'�-- _ — RADIANT FLOOR HEATING FIRST FLOOR, ¢� ` -4 P.C. SLAB W/ 0-7 _ PA TlO c o _ , 6X6W1.4 X W1.4 ------- --- ------------------------- ----- ----------------------------------------------------------------------------------------- WWM GROUND .. W _ -NEW 8" THK POURED CONIC. 0�-oil ------ FOUNDATION WALL, LIQUID - 1 O O • O O O APPLIED DAMPROOFING +s ` d.. 00 — ,�T 04436 �O¢ 00 — �- -- -NEW 8 THK POURED CONC. — 8 X 16 \ �OF NEW FOUNDATION WALL, LIQUID (� F I - W/2-#5 ,.. ��. M APPLIED DAMPROOFING G o O I DRAWN B' KS 3 - #5 REBAR - -- DATE: 6.28.23 n i- n �- n �� n n SCALE: SEE PAGE = 1 -0 2 0 1 0 1 - - - _0 20 1 0 _ O —' DRAWING HEFT NAME: FOUNDATION ALL AT COY SCALE: NITS r--- WAL _ SECTION J DRAWING .,HEET NO: FOUNDATION I ' ARCHITEC S: SA3,vIUELS STI ".mELMAIN "'5235 MAIN ROAD Cl TCHOGUE, NY 11935 P. 631.734.6405 CONSULT, 'ITS: STRUCTUI AL STEVE MA 'cSCA, PE 188-07 WE. MONTAUK HIGHWAY, HAMPTON SAYS, NY 11946 P. 631.728. 408 OWNER: SCOTT SH ._LENHAMER AND BRITTANY AVIS NEW METAL AND 75 POPLAI STREET, 77P BROOKLY, . NY 11201 NEW DEN WOOD RAILING WOOD FLOORING REVISION: 3" M fN PERMIT St F 7115123 BID SET 818123 PERMIT Ri ✓ISION 8128123 W 0 0 V F Q o M 3'-0" O - z E > AZZZ-2.5"SOLID OAK HANDRAIL 2"OFF WALL W/BRACKETS STRINGER PER PLAN W GYP BOARD FINISH �- YP BOARD FINISH _ M (� AK RISER FRONT W 11 1/2" 4" OAK TREADS W }. Q J L 0 = W o z N 0 E- C!) 0 00 (fl PROJECT ODRESS: 4270 ORE( ON ROAD CUTCHOG , NY 11935 W NEW STORAGE O V W TILE FLOORING O M DRAWN B` KS DATE: 8.28.23 v. f 1 ••'I • SCALE: SEEPAGE DRAWING ;'HEFT NAME: _ / / • � �� STAI i DETAILS STAIR SECTION 1 DRAWING `)HEFT NO: SCALE: 1" = 1=0" ARCHITEC 3: ill ---------- --- --- - l� WIND-BORNE DES I PROTECTION FOR OPENINGS Iq 0 STRUCTURAL REVIEW BY STEVE MARESCA, PE �! FOR WALL OPENING PROTECTION OF120 MPH 3-SECOND WIND GUSTS 188 07 WEST M ON TAU K HIGHWAY, H AM P TON BAYS, N Y 11946 li PHONE 631 728 9480 SA viUELS+ ii ( MAXIMUM MEAN ROOF HEIGHT: 35') SIMPSONLSTA-20GAGE RIDGE STRAP-ALL ROOF RATERS ST1 f:a `.ELMA1\j .,, USE/OCCUPANCY 2 x 6 TIE @ EACH RAFTER „y IN VIEW of STRAP. 5235 MAIN ROAD CLASSIFICATION DESIGN CRITERIA: Ct T CHOGUE, NY 11935 SHUTTER ASSEMBLY 24"FROM DESIGN IN ACCORDANCE WITH AMERICAN ICE SHIELD AYMENT FAMILY L Y RESIDENTIAL P. s31.734.s4o5 REQUIRED-24"FROM EDGE CONSULT., ^JTS; it N.T.S. , FOREST PRODUCTS WOOD FRAME FOR PANEL SPANS: 0 <4'0 WIDE SPAN CONSTRUCTION MANUAL FOR 1 + 2 FAMILY HOUSE 23/32" 3/4" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD STEVE MA 'E T PRESCRIPTIVE METHOC STEVE MA SCA, PE ( ) (OVERLAP AROUND OPENINGS 4") ( ALTERNATE POSITION OF > >> 188 07 WE T MONTAUK HIGHWAY, ASSEMBLY: HURRICANE CLIP USE 3 5 - 0 MAXIMUM GROUND SNOW LOAD - 45 PSF. HAMPTON )AYS, NY 11946 SIMPSON H3P. ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w! FIRST LEVEL - 40 PSF. L.L. 6 1.728. 108 III #10x3" (w/WASHERS)GALVINIZED OR STAINLESS STEEL LIVING AREAS -40 PSF. L.L. WOOD SCREW @ 16" O.C. SIMPSON H2 HURRICANE , ALTERNATIVE FASTENER FOR SHUTTER TCO BUILDING: CLIP NAILED. y BEDROOMS - 30 PSF. L.L. RAFTER TO STUD.- WIND SPEED - 130 MPH OWNER: #10 TEE NUTS ATTACHED TO BLDG. w/#10�oc1-1/2 (WI WASHERS) FIRE AREA MACHINE BOLT @ 12" O.C. TYPICAL ALL RATERS 5-8dNAILSEACHEND SEISMIC DESIGN CATEGORY - B scoTTSH r_LENHAMERAND RESIDENCE: X WEATHERlNG - SEVERE BRITTANY 'AVIS APA RATED PLYWOOD TO �_ PROVIDE 8d COMMON FROST LINE DEPTH - 36" 75 POPLAI 3TREET, 77P !' EXTEND TO TOP OF TOP PLATE NAILS @ EXTERIOR EDGE ' AOFALL BROOKLY, NY 11201 TERMITE -,MODERATE TO HEAVY SHEATHING. TYPE OF CONSTRUCTION DECAY - SLIGHT CONVENTIONAL LIGHT FRAME WOOD ICE SHIELD UNDERLAYMENT REQUIRED - YES REVISION, CONSTRUCTION PERMIT St 7/15/23 BID SET 8/8/23 ULTIPLE SECTION ASSEMBLY: PERMIT Rt /ISION 8/28/23 t 1/4"THICK BOLTS @ 2'OC GENERAL NOTES 1. ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY ACCORDANCE WITH THE 2020 NEW YORK STATE RESIDENTIAL SHALL BE DESIGNED AND BUILT IN ACCORDANCE CODE,AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. z CONSERVATION CODE AND LOCAL AUTHORITIES. 14. THIS STRUCTURE HAS BEEN DESIGNED IN 2. ALL CONCRETE SHALL BE STONE AGGREGA E WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY 0 PLYWOOD SHEATHING MINIMUM 28 DAY STRENGTH OF 3000 PSI CONSERVATION CODE. TO OVER LAP BOX BEAM-TOP+BOTTOM. 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL LARCH STRUCTURAL GRADE#2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE DOUBLE TOP STAIR AND FLOOR OPENINGS POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. S H U TT ER SSE LY 2 x 6 O.C. PLATE `+ STUDS PARTITIONS, EXCEPT AS NOTED ON DRAWING. 17. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE O N.T.S. COAT EPDXY PAINT. ALL FASTENERS TO BE ASTM - j'i • 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FOR PANEL SPANS: 4'OR WIDER,SPAN FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. A-325 BOLTS, 3/4" DIAMETER. 6 ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND W 23/32"APA SPAN-RATED 48/24 SHEATTHING GRADE PLYWOOD . VERIFIED BY CONTRACTORS PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER (OVERLAP AROUND OPENINGS 4") HURRICANE CLIP USE CONSTRUCTION AND ORDERING OF MATERIALS. THIS AND OWNER. 2x4 STRONG-BACKS @ 24" OC SIMPSON H2.5A 4-86d NAILS FOUNDATION HAS BEEN DESIGNED FOR A SOIL 19. DO NOT BACKFILL AGAINST FOUNDATION WALLS ASSEMBLY: E SIMPSON MST27 BEARING CAPACITY OF TWO (2)TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. v 1 1/2"WIDE-20 GAGE LESS THAN 5/o. CONTRACTOR SHALL VERIFY THAT 1). PREASSEMBLE PLYWOOD TO 2x41'S:# 10x3"(w/WASHERS)GALVINIZED OR METAL STRAP @48"OC. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL Ij STAINLESS STEEL WOOD SCREW 12" O.C. NAIL SHEATHING TO BOX BEAM w/ CONCRETE SLABS TO BE COMPACTED TO 95% AND IN BASEMENT( IF APPLICABLE). POSITION NEAR 2).ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING wl 8d NAILS @ 4"O.C. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. #10x3" (w/WASHERS)GALVANIZED ORZ STAINLESS STEEL RELATIVE DENSITY. WOOD SCREW @ 16" O.C. 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND ALTERNATIVE FASTENER FOR SHUTTTER TO BUILDING: N 0 P A O EACH LEVEL OF DWELLING AS REQUIRED BY #10 TEE NUTS ATTACHED TO BLDG.lw/#10x1-1/2 (W/WASHERS) SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER BY TRIPLE UPRIGHT ALL HEADERS TO NEW YORK STATE BUILDING CODE. MACHINE BOLT @ 12 O.C. S BE SEE FOUNDATION DWG. MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. FOR DESIGN. 22. ANY ALTERATION, REPAIR,ADDITION OR CONVERSION TO !, 8. PROVIDE FIRESTOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT I D S - GLAZE P E I PENETRATIONS NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE a� 9. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED& PROTECTION IS REQUIRED FOR ALL GLAZED AREAS. CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. IN ACCORDANCE WITH LARGE MISSIILE TEST OF ASTM E 1996 AND OF ASTM 1886. AND DECKS ETC.. 23. THE NYS CODES ALSO APPLY TO ACCESSORY CONTRACTOR MAY USE WOOD STRUCTURAL PANELS STRUCTURE DESIGN. IN LIEU OF THE ABOVE MENTIONED IWNNDOWS. HOLD DOWN + SHEAR CONNECTION 10. DO NOT SCALE DRAWINGS. PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH CRITICAL LOAD PATH HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO 11. ARCHITECT NOR ENGINEER IS NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD ALIGN WITH WINDOW JACK POSTS , 1 HEADER + SILL PLATE. FOR THE INSPECTION OR SUPERVISION OF PANELS TO BE MAINTAINED ON SITE:. SHALL COMPLY W/NYSBC CHAPTER #2304.9.6 THIS CONSTRUCTION PROJECT. FEDERAL, STATE W LABEL LOCATIONS ON EACH PANEL.. i AND LOCAL ZONING AND BUILDING CODE COMPLIANCE Z SHALL BE THE RESPONSIBILITY OF THE '. CONTRACTOR. w - C7 ---- ---- -- - ---- - 2 a a NAILING SCHEDULE FRAI'WA,ING NOTES a I a U TAKEN FROM 2020 NYS RESIDENTIAL CODE 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d @ 4" DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER. o.c. EXTERIOR EDGES AND 6 d @ 12" o.c. PROJECT 'DRESS: SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES INTERMEDIATE. h 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING 4270 ORE( ON ROAD MIN.THICKNESS OR AS NOTED. it RAFTER/TOP PLATE 3-16d (TOE NAILED) AND WATERPROOFING SHALL BE BY ARCHITECT. CUTCHOG IS NY 11935 0<,10 0 CEILING JOIST/TOP PLATE 4-8d (TOE NAILED) 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, a i a CEILING JOIST/PARALLEL RAFTER 8-16d (FACE NAILED) EXPOSURE 1, 3/4"MIN.THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE a a a a a a CEILING JOIST LAPS OVER PARTITION 7-16d (FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE COLLAR TIE/RAFTER 4-10d (ea. end 1-1/4"strap) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO"OR APPROVED EQUAL. FOR GABLE ROOFS a - BLOCKING/RAFTER 4-8d (TOE NAILED) o E ,;, TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE 0 S10 r RIM BOARD/RAFTER 4-16d (END NAILED) 4. ALL HEADERS 6'-0"AND OVER SHALL BE SUPPORTED CLIPS AT ALL PERIMETER JOIST TO GIRDER TOP PLATE/TOP PLATE 2-16d(FACE NAILED) WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH CONNECTIONS. rA ) TOP PLATE AT INTERSECTIONS 4-16d (FACED NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A ;, STUD/STUD 2-16d(FACE NAILED) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA i h HEADERIHEADER 16d (FACE NAILED) a I TOP or BOTTOM PLATE,'STUD 3-16d (END NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL I AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND ' 0 o BOTTOM PLATE/FLOOR JOIST 3-16d (FACE NAILED) 8'-0" O.C. MIN. PROVIDE 2" SPACE FOR AIR 10< 0<,45 JOIST/SILL,TOP PLATE or GIRDER 4-8d (TOE NAILED) CIRCULATION IN ROOFS. HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED BRIDGING/JOIST 2-10d (TOE NAILED) AS PER MANUFACTURERS RECOMMENDATIONS. WEB 'T BLOCKING/JOIST 2-10d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS (skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND h I� GABLE ROOFS BLOCKING/SILL orTOP PLATE 3-16d (TOE NAILED) stairs etc. )OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LEDGER STRIP/BEAM 4-16d(FACE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL o 0 10° 0<45 o JOIST ON LEDGER/BEAM 3-16d (TOE NAILED) PERIMETERS. HANDLING, STORAGE,AND ERECTION OF DRAWN 8' KS a 10< 0<,30 BAND JOIST/JOIST 3-16d NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. ( ) COMPONENTS SHALL BE AS PER MANUFACTURERS a ` PROVIDE 8d COMMON NAILS @ 4'O.C. BAND JOIST/SILL or TOP PLATE 3-16d (TOE NAILED DATE: 8.28.23 ) RECOMMENDATIONS. AT HIGH PRESSURE ZONE-6"O.0 PLYWOOD ROOF DECKING 8d @4"O.C. EDGES, @8"O.C. FIELD 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED AT INTERIOR PORTIONS OF ROOF-TYP. WITH RATED GALVANIZED METAL CONNECTORS BY SCALE: SEE PAGE i HIP ROOFS STRIP SHEATHING 8d (ONE/RAFTER) 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. - 10< 0<,30 o PLYWOOD WALL SHEATHING 8d @4"O.C. EDGES, @8"O.C. FIELD "TECO"OR APPROVED EQUAL. GALVANIZED MACHINE BOLTS @ 12"O.C.. DRAWING ,HEET NAME: j PROVIDE 8d NAILS @ 4"0).C.AT PERIMETER INTERIOR PLYWOOD SUBFLOOR DECKING 8d @6"O.C. EDGES @12"O.C. FIELD 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. PORTIONS OF PANELS INI HIGH PRESSURE ZONES. BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING IS AN INSTRUMENT PREPARED TO NOTE:a=4 FT.IN ALL CAkSES PRESSURE p ` SHALL RECEIVE 5-1 OD NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE R� li COMPONENT AND CLADDING 1�RE Cam'S U RE ZONES ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND ST �P P I N G NOTES OWNER. DRAWING SHEET NO: _ I I ARCHITEC S: �I AA ' " UELS+ ft I '"MEL 6 T I MAN i I 5235 MAIN ROAD i CI _'"CHOGUE, NY 11935 P. 631.734.6405 CONSULTi ',ITS: STRUCTUI '1L STEVE MA 'E_SCA, PE 188-07 WE, MONTAUK HIGHWAY, HAMPTON .'AYS, NY 11946 P. 631.728. 108 i OWNER: �i 2" VENT SCOTT SH :_LENHAMER AND BRITTANY .)AVIS i 75 POPLAf STREET, 77P BROOKLY, . NY 11201 i I ADDITION BATH REVISION; PERMIT SI 7115123 2" VENT BID SET 818123 PERMIT Ri ,'ISiON 8128123 I i i I i I LAV SHOWER - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SECOND FLOOR - - - - - - - - - - o z W I 3" WASTE (n �I �yy BUILDING ui EXTERIOR WALL I z w } FRESH Z AIR w VENT -� t- - - - - - - - - - - - - - - - - -}- - -- - - - - - - - - - - - - - - - - - - -. - - - - - - - - - - - - - - - - - - - - - - - - - FIRST FLOOR - - - - - - - - - - W O 3" WASTE I VJ U DRAIN LINE TO EXISTING PROJECT :0DRESS: SEPTIC TANK 4270 ORE( ,)N ROAD CUTCHOG E, NY 11935 4" C.I. I 4"X3" C.I. HOUSE TRAP SLAB ON GRADE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DRAWN B' KS DATE: 8.28.23 SCALE: SEE PAGE I DRAWING HEET NAME: i PLUI IBING RISER DRAWING -,HEET NO: rl A= 20mi