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Home My WebLink About52024-Z �ot.of soUryo`o Town of Southold * * P.O. Box 1179 0 53095 Main Rd aatr Na Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46861 Date: 02/26/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ALTERATION Location of Property: 945 Royalton Row Mattituck, NY 11952 Sec/Block/Lot: 113.-7-19.35 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 05/19/2025 Pursuant to which Building Permit No. 52024 and dated: 06/23/2025 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: Finished basement with a bedroom, bathroom, and a wet bar to an existing single-family dwelling as applied for. The certificate is issued to: North Fork Costello LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 52024 12/12/2025 PLUMBERS CERTIFICATION: Ethan Romanelli 12/11/2025 A ho ' e Si ature ofSO& TOWN OF SOUTHOLD BUILDING DEPARTMENT • �� TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 52024 Date: 06/23/2025 Permission is hereby granted to: North Fork Costello LLC 945 Royalton Row Mattituck, NY 11952 To: finish the basement of an existing single-family dwelling as applied for. Premises Located at: 945 Royalton Row, Mattituck, NY 11952 SCTIVI# 113.-7-19.35 Pursuant to application dated 05/19/2025 and approved by the Building Inspector. To expire on 06/23/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition &Alteration $878.00 CO-RESIDENTIAL $100.00 Total S978.00 --- ------------------------- Building Inspector SO(/j�,olo Town Hall Annex Telephone(631)765-1802 54375 Main Road y P.O. Box 1179 Southold,New York 11971-0959 OliYcou m� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: North Fork Costello LLC Address: 945 Royalton Row city: Mattituck St: , NY zip: 11952 Building Permit#: 52024 Section: 113 Block: 7 Lot: 19.35 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Electrician: AMP Hampton Electric License No: 41321ME SITE DETAILS Office Use Only Commercial Indoor X Basement X Service Solar Residential X Outdoor 1st Floor Pool Battery Storage As-built Renovation 2nd Floor Hot Tub EV Charger New X Addition Attic Spa Generator Surveyl IMezzanine Garage Dock INVENTORY Service 1 ph In-wall Heater Recpt 23 Ceiling Fixtures 3 Smoke Detectors 1 Pump Service 3 ph Hot Water GFCI Recpt Wall Fixtures 2 CO Detectors Heater Main Panel A/C Condenser 1 Single Recpt RecessdFixtures 29 Combo Smoke/CO 1 Transformer Sub Panel A/C Blower 1 Range Recpt Ceiling Fan Heat Detectors Salt Gen Transfer Switch Mini Split Dryer Recpt UC Lights Fridge AutoCover ARC 2 Blower Heads Switches 9 Pucks Lights Dishwasher Mini Fridge 1 GFI SepticDisconnect Emrgency Strobe 4'LED Microwave Garbage Disp. ARC/GFI 2 ERV Exit Lights Bath Exhaust 1 Hood Dehumidifier Other Equipment: Notes: Basement Inspector Signature: Date: December 12, 2025 o�Qg�FF01��oG Town Hall Annex �� y Telephone(631)765-1802 54375 Main Road o P.O.Box 1179 y Southold,NY 11971-0959 .�• • 1 �► BUILDING DEPARTMENT DEC 1 1 2025 TOWN OF SOUTHOLD BtfFlCl'aFBg®'Zpc'lP'LIE'IE'nt T"V,!n of s'ouil olcl CERTIFICATION Date: 12 1IIR Building Permit No. S�?0' Owner: C oS le Ile) (Please print) Plumber: eL " /r?"-1 m e f (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 t day of C 2c�5 Notary Public, K _County TTACE f L. DWYE't NOTARY PUBLIC,STATE OF NEW YORK NO.O i DW6306900 01 9.t.IFIED IN SUFFOL.K COUNTY COMMI,.S!ON E:tPRES JUNE 30,2� oe souryO� S �� LI S (�o %.4"o -- 6 / �'L,�l # # TOaDF SOUTHOLD BUILDING DEFT. `y�oorme�'',o 631-765-1802 1 INSPECT ON [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR ' OF SOUlyO� # # TOWN- OF SOUTHOLD BUILDING DEPT. ,ouffv, 631-765-1802 INSPECT'ON " [ ] FOUNDATION 1ST/ REBAR [ ROUGH PLBG. [ ] F DATION 2ND [ ] INSULATION/CAULKING [ FR /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT_CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL E_ MARKS:Nwool- 1 DATE INSPECTOR OF SO(/T,�O� # # TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] XRGH 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 REM RKS: V ��1 DATE INSPECTORZY9 Z Ak i OF SOUTh°� # # TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 [NSPECT[ON [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ULATION/CA`ING [. ] FRAMING/STRAPPING [ ] I FINAL'�n- � ' [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] 'FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL t t REMARKS. . L �1 DATE IINSPECTOR,.-,"1�4; SO(/lho6 ' �j # # TOWN OF SOUTHOLD BUILDI &11E;iPPM y u�m� 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: u � � I DATE INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS ------- FOUNDAI'ION (1ST) -- - __._...____.._._... _ d - FOUNDATION (2ND) - - --- --- _ VIN'' ►�i reF+�V�(Qr 0 ---------- -�--- -----off✓ - ------ ------- ------ ---- ----------------- - n� Q K cnw�" —— -- � ROUGH FI2AMLNG & ---- - - -- -. .. /1+11s..__ ._ m -4� PLUMBING ----------...- . .... - .. . _---------------------�-- - ----- -------------- - � V" r -- - . - --- - , n INSULATION PER N. Y. -_....----_ - _ -- - -------- - -- --....---------- STATE ENERGY CODE -- ------ ------- ___... . .... . - -- -- ----- ------ — - -- - tv FINAL r ADDITIONAL COMMENTS C. L2-.7- 2,5..__ .__. � ... .1.7.$ �._ P+ .co -rx11.D4-)._8 c� ` L - .�1-._1�-..0��...-...- -Ql� .� _. _ .. c._\._ -- ......_.__..- ... --- -- - --- T Z 1--�-�-�-- E�e��c�---------��.��-�-- _cam _ --: ---____--- --.- --- -- .--- ..---- -------- - _. _ �� _ - - --- --- d oos°FFot r�o� TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 https•//www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only O PERMIT NO. Building Inspector: M AY 19 2025 Applications and'forms must be filled out in theirentirety.Incomplete , applications will not be accepted. Where the Applicant is not the owner,an r Building Department Owner's Authorization,form(Paget)shall be completed. Town of Southold Date:05/09/2025 OWNER(S)OF PROPERTYc Name:Justin Costello SCTM#1000-113-07-19.35 Project Address:945 Royalton Row, Mattltuck, NY 11952 Phone#:315-395-2314 Email costello.justin@gmaii.com _ M4 Mailing Address:27 Elm Sea Lane, Manhasset NY 11030 CONTACT PERSON: Name:Mathew Smith Mailing Address PO_pBox 152, Mattituck,NY Phone#:631 603 9092 Email:msmith@amparchitect.com DESIGN PROFESSIONAL INFORMATION; Name:Anthony_.Portillo Mailing Address:PO Box 152, Mattituck,__N.Y. 11952 Phone#:631 603 9092 M..._.__._.. .._ _Email aPortillo@amparchltect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: OOther INTERIOR RENOVATION AT BASEMENT Will the lot be re-graded? ❑Yes RNo � Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property:Single Family Dwelling Intended use of property:Single Family Dwelling Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to AC this property? ❑Yes ❑■ No IF YES, PROVIDE A COPY. 0 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 to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York'and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are . punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. AMP Architecture Application Submitted By ■❑Authorized Agent ❑Owner (pr' t name g Signature of Applicant: Date: 2 STATE OF NEW YORK) COUNTY OF K ) �,f Mnx 1 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the_T I (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of l , 20 25 C r ublic ,01 11 DARCEE AUFENANGER PROPERTY OWNER AUTHORIZATIO NOTARY PUBLIC,STATE OF NEW YORK (Where the applicant is not the owner) Registration No.01A00019644 Qualified in Suffolk County Commission Expires January 9,2028 Justin Costello residing at 27 Elm Sea Lane, Manhasset NY 11030 I� do hereby authorize AMP Architecture to apply on my behalf to the TQ w of,Southold Building Department for approval as described herein. Owner's Signature Date —,il 4n cc,4exu Print Owner's Name 2 1�Z ILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD 4n Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 t rTt,: APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: �m P MMO`oN Electrician's Name: J kk�U(DI W( License No.: Aq� L/ I 3;2A Elec. email: It t, CUm Elec. Phone No: 6-,:�I �g12 3Z I request an email copy of Certificate of Compliance Elec. Address.: I_., VJ M0HT V- W STC ,�l . VMPf-d�P_ I,fad JOB SITE INFORMATION (All Information Required) Name: Co L/Lo Address: G1't5- f2o .L p� kyr-i' Tuctc Cross Street: COX �Jcr�L.� fZ C), Phone No.: 631 lcl Bldg.Permit #: V,-?F 52-01- email: )cM I I/V (6A�JeA-u.r (,06 ma r1a-,-- Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: I SOO Circle All That Apply: Is job ready for inspection?: LAI YES ❑ NO Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Cl y 1n� PERMIT# Address: Switches Outlets GFI's Surface Sconces C H H's l UC Lts Fridge HW POOL Fans Mini Fr. W/D Panel Pump 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 Cooktop Minisplit Blower AC f AH Hood Blower I Service Amps Have Used Sub Amps Have Used r Comments -C-2- / / ?o .," A 4 ILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD V ` �Tqw, n Hall Annex - 54375 Main Road - PO Box 1179 CIO �t �;� Southold, New York 11971-0959 y�0� 'ON Telephone (631) 765-1802 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: All p MMO tOt-1 L�LEr-;R I C., Electrician's Name: J4 4,W(zT t/Vl(b License No.: M-� Ll I 3�21 EIec. email: p(.(trwfo/i pr(A dI 4/, a Elec. Phone No: 6-� 11 3gQ3 I request an email copy of Certificate of Compliance Elec. Address.: I S bV Mc)NT V- w SI-C Z l �VMNN (qy g JOB SITE INFORMATION (All Information Required) Name: C p5i-: (.ALQ Address: C4k5 kbtf-,j 1 LX c. Cross Street: Co k DJLL (Z. D Phone No.: 631 IGI 6_gPVL Bldg.Permit#: V2F 52CjZ email: )-IAA I Ll/- ( 6.,*Jemca i Ge6ma.b- Ga4- Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: 1�6C3 Circle All That Apply: Is job ready for inspection?: M YES ❑ NO Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals M 1 2 D H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION I (1 INDICATEDUNAUTHOHEREON SHALL RUN ONLYDO THE PERSON F WHOM THIS A E TION OF SECTION 7209 OF 1HE NEW YORK SURVEYIS PREPARED AND ON HIS BEHALF STATE THE TITLE COM ANY.(OOVERNYEDISTANCES SHOWN YEAND FROM INSTITUTION N LISTED HEREON,ES TO DOSTING AI UFO THE AASSSILIRFS EIGf�S OF THE L R�H/STNTOH CERTIFICATIONS AR ARE NOT TO BE VSED E NOT TRANSFERABLE FERABLE O ADDITIONAL PROPERTY LINES OR TUTVRrCT ONS OR SUBSEQUENES T T(5)THE LOCATION OF WELLS S SURVEYMAP HOT NC THE LAND A KS(SR'S INKS OOL OR )SHOWN SE&ERE SHALLRE NOT BE D OOSERED TO BE A VALID DATA COPY.(t)FROM OTHERS (A),SEPTIC TANKS(ST)t CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OR:ERVARONS AND OR DATA OBTAINED fROA OTHERS 400 Ostrander Avenue, Riverhead, New York I1a01 HEALTH DEPARTMENT U5E tel. 651.72?.2505 fax. 651.727.0144 SANITARY MEASUREMENTS admin@9ouIngengineering.com A B m 4�t � � � !J F ;S) OWTS 39.5' 18.5' Howard W. Young, Land Surveyor <� DB 46.5' 26' Thomas 0. Wolpert, Professional Engineer LPi 38.8' 22' Douglas E. Adams, Professional Engineer LP2 36.5' 28.5' Robert 0. Tast, Architect Robert 5tromski, Architect 5 51TE DATA AREA = 52,4016 50. FT. 5UBDIV1510N - "ESTATES OF ROYALTON" FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON FEB. 22, 2015 AS FILE NO. 12105. & 0 ) In rroN � /l v COX/J, p>_ A; O 1 U Hoc TO N � p 1 BUILUINu u;_r N. 1 l - TOWN OF SOUTHOLC) to s , 1 I / l SURVEYOR'S CERTIFICATION ry ' 1 I • WE HEREBY CERTIFY TO MARRATIME CAPITAL, LLC THAT THIS .0e / SURVEY WA5 PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED DY THE NEW YORK STATE 0 ' O ��O�oa�N.y0 ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. v � $4 I or N E W. . Oc � P 3- � 0. \ s0 ti 45895 �� \\ CO �7 ,�jp� �� .cF �O t��:O• `_� `J `�G ki HOAARD W. YOUNG,� ' N.Y.S. L.S. NO. 458c13 \ R \ \9 /4/' \P. Q SURVEY FOR MARRATIME CAPITAL, LLG mQ�Qr b as Lot 6 „ / LOT 6 "E5TATE5 AT ROYALTON" 5vbdivi ion - "Estates of Royalton" ' l; at Mattituck, Town of Southold b ; Suffolk County, New York n 3$C�> m' , FINAL SURVEY County Tax Map District 1000 Section 115 Block 07 Lot Ic1.55 S FIELD SURVEY COMPLETED MAY IS, 2022 a Lot 13 MAP PREPARED JUNE 03, 2022 °Fstote vlslon - Record of Revislons s of Royalton" REVISION DATE L.E6END O $ BSW BRICK SIVEMM o GMF =N;UNGRETE MONUMENT FOUND G145 m GONGRETI=MONUMENT 5ET } EOP -EDGE OF PAVEMENT 40 O 20 40 80 120 NIT RO ra ROOF OVER �i W:SP -WOOD STAKE FOUND -- NLS =WooO STAKE SET 5cole: 1" = 40' a • =END OF DIREGTION/DISTANGE JOB NO. 2021-0055 DW5. 2003_0515_0006_2021_0055_f5 I OF I �(4 W7 II I I I I GENERAL REQUIREMENTS: - ELEVATI N5 REFERENCE NAVD l a88 SITE LAYOUT NOTES: �'" \�' �! " r�� z "!,�'r�"?' '.►,� I. The Installer must hold a current Liquid Waste License pursuant to I/A OWTS INSTALLATION STANDARDS: LOT COVERAGE !� w. \ 4: ! ►�� a� I. THIS IS AN ARCHITECTS SITE PLAN d IS _ .� 4 r „ \� r t Suffolk Count Code Chapter 563, Article VII (Septic (Industry _ SUBJECT TO VERIFICATION BY A LICENSED <,�'• . " s rd •` y p SUFFOLK COUNTY TAX LOT NO. 1000-113-07 IQ.35 ALL OFT E FOLLOWING LOTS WITHIN 150 , •"�,. { A V . g • Businesses) through the Suffolk County Department of Labor,Licensing I. Install I/A OWTS tanks according to manufacturer's recommendations . r ` mod , Z,.` SURVEYOR. THE INFORMATION , _ '; .I. i 1 � �`�. .'a. �; ��. ` �' +"1R, and Consumer Affairs, pursuant to Suffolk County Gode §563-7gThe Willa conforming with these standard. All applicable recommendations OF PRO ERTY UTILIZE PUBLIC, WATER REPRESENTED ON THIS SITE PLAN IS TO THE 'i`�' �` 1 ,ram' � �' < . . ;*., ., ,�� Deportment of Labor,Licensing, AT Consumer Affairs, maintains a list of provided by the manufacturer shall be Implemented. ZONE AG OR SHALL UTILIZE PUBLIC WATER ONCE g ARCHIEC T'S BEST OF KNOW ED �' _ w^ `".. `� '� r\ 9C' p L 6E. "�� , licensed I/A OWTS Maintenance Providers. " '+ ` 2. The I/A OWTS tank shall be installed at level In all directions (with a DEVELO ED. ! ., % LOT \ � \ -� ",��;�'. �, '; •.�,.•� _�,;' ^a' ,�"�' 2.All I A OWTS must be re Istered with the, Department In accordance maximum tolerance in an direction of +/one quarter inch) on a minimum DESCRIPTION AREA 2. SURVEY INFORMATION WAS OBTAINED ;, \ �; i�,� ' / g p y q COVERAOE .« ,� qBb � ' with Article Iq of the Suffolk County Sanitary Code prior to the 3-Inch thick bed of properly leveled and compacted sand (free from 1000-113 -1a.33 (CURRENTLY VACANT) FROM A SURVEY DASD 5EPEMBER 17, fin. ,� ,. », er. r` i Department granting certification of completed construction on 'as built rocks) or pea gravel, TOTAL LOT AREA 32,4g6.0 S.F. 2020 AND PREPARED BY: -' ,♦y. i► 4 ' plans. 1000-113 7-Iq.34 (CURRENTLY VACANT) PEE A. 6O R ARBEN 3. 1/A OWT5 Tanks shall be provided with a single outlet.A distribution 1000-113 7-11.36 (CURRENTLY VACANT) PROP. HOUSE w/ GARAGE 2 50A S.F. 7.890 N.Y. STATE LAND SURVEYOR 3. An executed Operation and Maintenance Contract between the box/manhole or distribution leaching structure may be required for all 1000-11317-I'i.37 (CURRENTLY VACANT) � q Maintenance Provider and Property owner must be submitted to the systems with multiple leaching structures unless on alternative design Is LIG. #05086q SUBJECT PROPERTY �`�: r m �. +, c�L% Department prior to approval of the I/A OWTS reglstlration by the approved by the Department. PROP. PATIO5/PORGH 3c1c1.0 S.F. 1.290 1000-113-�7-Io1.38 (CURRENTLY VACANT) GSA LAND SURVEYING INC. 4 " ��,� Dc ortmcnt In accordance with Article III of the Suffo:Ik Count ? ; ''". " P.O. BOX 704 �•., '`'� ". 'I Sanitary Code. 4. The top of the I/A oWTS tank shall not be located greater than 2.5 TOTAL AREA OF ALL STRUCTURES 2Q4q.a S.F, q.l90 RIDGE, NY Ilgbl y" feet or less than one foot below final (631) 8 grode. b , ' M 4cl-4750 4.All Installed I/A OWT5 are required to have on Initial 3-year warranty MAXIMUM GOVERAOE ALLOWED = 2090 and operation/maintenance service contract. After the Initial 3-year 5. At a minimum,all sampling manholes shall have, 20-Inch covered operation and maintenance service contract has expired,property access openings to grade located over the Inlet and outlet.Covers owners are expected to maintain on operation and maintenance p p shall be either 20-Inch diameter watertight and Insect-proof locking NOTE: � � � ,.• G1� .�'y ' `� contract In accordance with Article Iq of the Suffolk County Sanitary cast Iron covers or thermoplastic, covers at final grade. All covers o4.o4sole Code. P 9 I. FLOOD MAP DATA FROM F.E.M.A.: 1 �. ,,-'"� t�-•w . e,� `=`'�"' � ',,�,, '°«.- ' '�`;�,,, ,�'�i,.�,.;,:i �"` �• \ r shall be designed in accordance with section 5-III of this standard. TEST HOLE DATA MAP #: 361030048 H `��"�` "� �'t � �,'�,.� �,� +;►,. t x�. �r.0�;��^+ \ 5 When on I/A OWTS requires a vent the unit shall be vented to the r e a YOUNS a YOUNe MAP DATE: SEPT. 25, 200q / q 6. When sampling manholes are approved to be Installed In a d Iv w y 400 05TRANDER AVENUE FLOOD ZONE: X roof of the residence being served.Vent pipes shall extend a minimum or parking area,the manhole shall be designed to be traffic bearing to RIVERHEAD.NY IIg01 of 6 inches above, the roof line and the top of the vent shall have a meet the requirements of AA5HTO H-20 or H5-20 loading. 651.127.2505 minimum horizontal separation of 12 Inches to the sloped portion of the 2. SITE PROTECTION/SILT FENCING TO BE AERIAL PHOTO roof. In cases where It is not practical to vent the system to the 'T• The outlet Invert elevation shall be a minimum of 0.1 foot below the INSTALLED A5 REQUIRED BY 50UTHOLD residence roof,a vent pipe may be piped to the exterior of the inlet invert elevation. TOWN. residence and terminate a minimum of 16 Inches above grade and at os 50ALE: NTS least I foot from property lines. These vent pipes shaall be, located a 5. Sampling manholes shall have on Inside diameter of 2 feet or on 3. NO SURFACE WAER5 OR WETLANDS ARE minimum of 3 feet from any Wtndow or doorway and must terminate with a Inside area of 2 foot by 2 foot. LOCATED WITHIN 500' OF THE PROPERTY. carbon filter device. All vent pipes must have a minimwm diameter of 2 Inches. o. There shall be a maximum retention depth below the outlet Invert SILTYLOD LU elevation of six Inches. 6. Installation and use of the I/A OWT5 must conform t:o the Department's approved I/A OWTS guidance document prepared In 10. All sewer pipe penetrations In the SUBDIVISION INFORMATION:sampling manhole shall be s.o� - li � , F- accordance with the standards for "Approval and Mannogement of watertight. SUBDIVISION MAP E5TAE5 AT ROYALTON 0 Innovative and Alternative Onsite Wastewater Treatment Systems." LOT I Uj ELECTRICAL REQUIREMENTS: MAP NO. 12105 ~ V MINIMUM DE-51ON REQUIREMENTS: FILED FEBRUARY 22, 2018 = J Control Panels J I. I/A OWT5 tanks shall be constructed of precast comcrete,fiberglass, I. The control panel box must be placed outside on a suitable pedestal polyethylone,polypropylene,thermoplastics,or other maaterfals In near the structure that It serves. Alternatively,the panel box may be, Q accordance with Department standards and IONYGRR., Appendix'75-A. mounted on on outside wall of the structure (preferable a utility room, The use of steel tanks Is prohibited, and not a living space). Other locations for mounting the panel box will SAND/ ORAVEL be considered by the Department on a case-by-case basis and with I/A 2. Mon on I/A OWTS requires a septic tank for protrreotment the septic OWT5 manufacturer approval. \ \ tank shall be Suffolk County Department of Health Services 122/2ct/IT Page I st designed In accordance with sections 5-101 and 5-I0q of this 2. The name of the I/A OWTS 06M Provider must be clearly Identified standard. on the outside of the panel and Include a phone number to contact In case of alarm. 3.Unless otherwise specified, the leaching structure/sLystem that follows TY iNF on I/A OWT5 shall be designed In accordance with section 5-101 and 3. Exterior panel placement enables the system to be serviced at any 5-110 of this standard. time,eliminating the need to access the inside of the building. I1O I I` 4. The panel box must be within view of the system location to help Ca�N•S,NO WATER ENCOUNTERED - ....... 4. At a minimum, all I/A OWT5 treatment tanks shall have 20-Inch facilitate operation and maintenance. covered access openings to grade located over the inlet and outlet. Covers shall be either 20-Inch diameter watertight and insect-proof 5. The control panel shall be placed at a comfortable height for locking cast Iron covers or thermoplastic covers at fitnol grade. All access In accordance with Federal Emergency Management Agency covers and chimneys/risers shall be designed In accorrdance with section (FEMA) flood zone requirements. 5-III of this standard. 6. E . 45.Bq 5. When a I/A OWTS Is approved to be, Installed In o drlvewa or (N The panel shall meet National Electrical Manufacturers Association �i�Pko !� / pp y (NEMA) 4X specifications. 6�0� P` O parking area,the unit shall be desiggned and/or Install:cd to withstand N / H5-20 or H-20 loading as designaEcd by AA5HTO. 7• All below grade wiring must be run In electrical conduit. The conduit (�P 6. 6arba c grinders shall not be, permitted when an li/A OWTS Is utilized must have appropriate seals to prevent gases and moisture from 9 g p reaching the control panel or junction boxes, i as means of sewage disposal. 8. Each system shall be equipped with a functioning warning system which 7.Water softeners shall not discharge into an I/A OWIT5 and the will activate audible and visual alarms that can be readily seen and Department recommends water softener backwash be: connected to on heard by the occupants of the building served. The Department / onsite drywell acceptable to Town or Village building (Departments. recommends a telemetry device be Installed to provide Immediate i 5. I/A OWTS tanks shall be watertight and constructed g of sound and a reementrm notification to the OdM provider covered by the OSM durable materials that are not subject to excessive corrosion or 01 decay. q. Systems which are not designed to flow by gravity are recommended / q. All tanks must be watertl ht. Two methods of ensurliln tanks to be equipped with a control panel with means of connecting a 9 9 are portable generator to operate the system during a power outage. do watertight shall be either vacuum testing or water pressure testing methods as follows: PUMPS.BLOWERS.LEVEL SENSORS, AND CONTROLS: 10. Vacuum testing: Seal the empty tank and apply a vtocuum to four (4) I. The electrical junction box serving the pump motor and floats must be Inches(IOOmm) of mercury. The tank Is approved If 01095% of vacuum Is watertight and located outside the I/A OWTS tank chamber. / held for two minutes. I / 2. Any blowers located outside of the I/A OWTS unit must be placed on / 1 II.Water testing: Seal tank;fill tank with water to outleet invert a pad Suffolk county Department of Health Services 12/29/I'1 Page 1 h3 elevation, let stand for 24 hours. Refill the tank to thoe outlet Invert (concrete, plastic or fiberglass) and have a soundproof enclosure after the 24-hour period Is complete. Lot the tank stand for on cover. LQ additional 10-hour period. The tank Is approved if wafter level Is held / for the 10-hour period. Water pressure testing Is recwmmended to be 3. All pumps and float trees must be accessible and serviceable from PROP. done onsite after Installation. access openings. ,` PATIO PROP. I/A OWTS TANK GONSTRUGTION MATERIAL REQUIREMENTS: 4. The floats shall be attached to a Schedule 40 PVC, float tree that �Q� O/ PATIO can be easily removed for service or adjustment. The floats shall not V be attached to the Porce main. (� I. Reinforced concrete shall have a minimum compressf1ve strength of 5,000 pounds per square Inch (psi) at 28-days set. 5. The Department shall observe the, pump system operate through a NEW SANITARY LINE 8 Q, W normal operating cycle. // �j/ HOUSE CONNECTION / _?keiu 2. Wall thickness shall be a minimum of three Inches unlless the design "V has been certified by a New York Licensed Professiornal Engineer as b.lnspoctlon for leakage of the force main fittings will be made during PROP05ED 2 STRYQ O complying with all appropriate requirements for thin all construction. All the pump test procedure. U v w walls, bottom and top shall contain reinforcing to reslot an applied / ND. FR. DWELLING NEW SERVICE PRO � QJ force of 500 pounds per square foot (psf). GARAGE WASP CONTROL CENTER W I r. 3. Pre-cast concrete sections shall be sealed with onic (1) Inch but / BEDROOMS) y F.F. EL. = 47.4' VENT TO ROOF (NO HOUSE � o rubber joint sealant which conforms to ASTM C-01010. GAR. EL. = 45.6 TRAPS SHALL BE INSTALLED 4. All sewer pipes shall penetrate the vertical sidewall of the tank and UPSTREAM OF TREATMENT UNIT) Shall be scaled with grout or other means acceptable to the / Department such as watertight sealed flexible joint and the pipe NEW N AIR 510 / gasket fastened to the pipe with stainless steel retractable clomp(s). NEW k4A5TEAIR BIG-KINETIC EL. 46.57' G.O. WASTEWATER 5.All joints shall be, sealed so that the tank Is waterttight. See section ��- TREATMENT SYSTEM 5-114, 5.10. Tanks that are cast in place require prior approval from the MODEL TNT-500 Department and must be certified by a Licensed Profiessional Engineer. At a minimum,the floor and walls of a concrote tank rmust be PROP' REDA monolithically poured. Id \ PORCH O g' NEW `5�" M 6.Whonever practical, concrete I/A OWT5 shall not be-- located within ®� O MIN. L.P. �, [V� 0 groundwater. For Installations that are placed within oyroundwater,the bottom and side portions,up to IS Inches above highest\ recorded/expected groundwater elevation, of the I/Ak OWTS unit shall be monolithically constructed. In cases where this Is not practicable,the -1 I/A OWTS unit shall be water-proofed up to lb Inches above the highest recorded /expected grovndwator elevation and leak tested to ensure /�/ � �� $ tightness prior to operation. ` ��" MIN 0 Pv l PROP. 8' NEW 9 p P \ � ` -1. In cases when concrete, tanks are installed in groundwater,the design Oe 10' �` E.P. ` IN. L.P. professlonol shall submit buoyancy calculations to prowe the weight of Design Professional's Certification Required. \ "��MIN• - i �� the tank(with or without anchoring or the addition of ballast) will be at PROP.. NEW 20"0 CO Submit P.E. or R.A. Certification For / (PROJECT: least 1.5 times more than the weight of the water dlsp:laced. The \ DRIVEWAY POLYLOK buoyancy calculations shall be done using highest expected/recorded The Installation and Construction of the Sewage Disposal System DIST. BOX Z groundwater elevation with the tank empty. Soil cover, on top of the PROP. WATER / R OYA LTO N R 0 W tanks) shall not be considered when determining the amount of Use Form WWM-073 SUPPLY LINE tan �I anchoring or ballast weight required. \ \ 0� LOT 6 SUffOLK G0UN7-r HEALTH 171=fi=AR7MEN7 AFFRO\/AL Q COX NECK ROAD H.S. REfERFNGE NO.: R-21-O 1-714 MATTITUCK, NY 11952 �'4C�e 'vi \ EL. 44.74' / 9N� EXIST. <orJ \ METE - �"- - �� IDRAWING TITLE: 0. R = CG O.00' T �Sr o Any cover weighing less than 60; lbs requires secondary safety device \, o co o k Ro„��r SITE PLAN \ . •i3 qo SITE I/A OWTS SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES /� / D� HERMIT FOR APPROVAL. OF CONSTRUCTION FOR A $p \ ��j (PAGE: SINGLE FAMILY RESIDENCE OILY O� EL. 44.54' SP-100 DATE 6/3/2021 H.S.,'-y"A�l F O. R-21-0174 � � � � � -� O � � � SATE: 04/20/21 10F 2 APPROVED / ' FOR rtl.AXIMUP�" �F 5 BIEDROOMS / o s io so eo � so EXPIRES THREE EARS► FROi DATE OF APPROVAL SITE PLAN eRANIC,sG,LE 50ALE: I" = 15'-O" INNOVATIVE 3 ALTERNATIVE ONSITE WASTEWATER TREATMENT SYSTEM(I/A OWT'5) LEAGHIN6 POOLS(2) I, I/A OWT5 SHALL HAVE A MINIMUM TREATMENT CAPACITY OF 550 6PO(5 BEDROOMS). I. MINIMUM LEAGHIN6 SYSTEM FOR A 5 BEDROOM HOUSE 15 400 FT2 SIDEWALL LEA0HIN6 AREA. PROPOSED NCMkZC.O"51NOULAIR 510-KINETIC WASTEWATER TREATMENT SYSTEM MODEL (2)6'0 x&EFFECTIVE DEPTH LEAGHIN6 POOLS PROVIDE 400 FT'2 L.EA0HIN6 AREA TNT-500 PROWIDES 600 OPP TREATMENT CAPACITY. (1)8'0 x 8'EFFECTIVE DEPTH L.EAGHIN6 POOL PROPOSED FOR 50%EXPANSION 2. INSTALL ALL GOFMPONENTS A5 PER MANU.SPECS. 5. A I&MIN.D15TAINGE BETWEEN THE I/A OWTS AND BUILDING WITH GELLA"A5EMENT SHALL 2. LEAGHIN6 POOLS TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE(OR ECNIAU. BE MAINTAINED,IOR 5'MIN.DISTANCE IF BUILDING 15 UPON A SLAB. 5. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL). 4, A V MIN.015TANICE BETNIMN THE I/A OWTS AND MIST.BOX SHALL Be MAINTAINED. 4• A 10'MIN.DISTANCE BETWEEN L.EAGHIN6 POOLS AND WATER LINES SHALL BE MAINTAINED. S. AN V MIN.DISTANCE BETWEEN ALL LEAGHIN6 POOLS AND SEPTIC,TANK SHALL BE MAINTAINED. PROP.(5)BEDROOM DWELLING PROVIDE NEW NORWECO SINOULAIR 5E00NDARY SAFETY 510-KINETIC W45T'EWATER F.F.EL-41.4' COVERS BENEATH EACH TREATEMENT SYSTEM PRIMARY COVER:(TYP) MODEL TNT-500 POLYLOK 20"D-BOX W/SECURITY �U &RATE(BAFFLE REOV IF INLET Z z G.O AV6.6RADE EL ■ 45.4' PITCH EXCEED5�"PER FOOT) 5%MAXIMUM SLOPE Q G.O. MIN.4"VIA. I'MIN. I'MIN. Y 5DR 55 PVC, 2.5'MAX. e 2'MAX.' Q 4 R EOUIV. MIN.4"DIA. MIN.4"VIA. 5DR 55 PVC,OR 5DR 55 PVC,ORA. EQUIVALENT wf MIN.PITCH "I 0 EQUIVALENT MIN.PITCH I' ---------- FLOW LINELU MIN.PITCH 1"II' Q °; (PROVIDE END GAP I. TYPE LEVELING NEW BASEMENT DEVICES AT OUTLETS) LEAGHIN6 POOL V W PROVIDE 12"THK. 4 U (MIN)BED OF °j~ SAND OR PEA J 6RAVEL BENEATH (.) P15TR15UTION BOX Q REPLACE EXIST.SOIL K/5'GLEAN SAND' COLLAR SURROUNDING LP WHERE EXIST.SAND 3 GRAVEL(SP/SYU f. LAYER NOT PRESENT PROPOSED I/A OMITS DETAIL 5GALE: NT5 STOPPER OR SLATE OR OTHER, STOPPER OR END PLUG SUITABLE COVER --- END PLUG V \V �, r Q1 _ SEWER PIPE Q 45' ELBOWS 30' ELBOW f r i 45' ELBOW 60' 'NYE 120 VOLT - 10 - 60 Hz - 20 AMP SERVICE ALTERNATE "A" ALTERNATE "B° MAIN EL E C TR I(�- Ake NOTE: AERATOR,PUMP AND INTEGRATED SYSTEM CONTROL PANEL MUST BE PROPERLY GROUNDED. CLEANOUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC PANEL AT DNELL I NO IN ALL VIEWS, ALTERNATE "A" IS POR BENDS, ALTERNATE "B" IS FOR USE WITH BLDG. EXTENSION/CCIdNECTION a a MAIN BREAKER CLEAN-OUT (C.O.,) DETAIL ® 'ir -----jLU 50ALE: NTS ® ® ® 0 ® "I,I I it I to narvm CO' ® m 0 SERVICE PRO'was SERvIcE PRO OR ON ON ON " O I104 IhN MR ® 12:42 PM R. 1S R. OFF OFF OFF p Www SCRYICCPPOMCA CON UUhh Uu11 VUVL I NORWC1K).0 NSfRWAL/[,p4��USA ONTRa AERAIOR PUMP+ BREAKER BREAKER &BEAKERREDM. q l r� Cti i A MENU ® TEST _ I ® ® C(1NTkOl I ACRAT(N/' PUMP 3740 �OF NE`� ¢ � IIIIIIIIII ¢ � Bi8111 POWER PUMP AERATOR ALARMS COMM 1 2 0 1 2 S .ra,u,CA rl,Av nuala, , 7 t a DEDICATED, 20 AMP --BREAKERS --- RELAY AUX AGOG AUX QQr O PROJECT: ,RCA"CMS RC iAY AUX APCA+y S I NC LE-PHASE ___.___ -_POWER._.-AERAT.-.- -FLOATS� R OYA LTO N R 0 W INCOMING PUMP AERATOR ONK7FF ALARM OVERRIDE U N G Pt N G Al N O 1 2 3 4 6 6 CIRCUIT BREAKER F? , E311 X! wr.OA wG PLAa• AClul» on zr AV3N vu 1, N (: 1" N G A' NG111 213 • 5 . 1 LOT 6 ® POWER ® FLOATS SUFFOLK COUNT""r HEALTH DEPARTMENT AFFROVAL ® ® SE�V9CEPst49� /t dJ�� BYNORWECO,INC.NORWALK,OHIOU.S.A. COX NECK ROAD H.S. REFERENCE NO.: R-21 -0I-1-- MATTITUCK, NY 11952 ELEGTRI GAL SERVICE TO WASP SERIES CONTROLS DRAWING TITLE: NORWECO SERVICE PRO PROPOSED VA OWTS DETAIL WASP CONTROL CENTER WIRING DIAGRAMS CONTROL CENTER 8 WIRING DIAGRAM NOTE NSVAC HIGH HEAD SINGULAIR® ON/OFF HIGH WATER ALARM TIMER OVERRIDE MANUFACTURER'S INSTALLATION INSTRUCTIONS SHALL BE CONSULTED POWER EFFLUENT AERATOR CONTROL CONTROL CONTROL WHEN INSTALLING THE NORW W EGO SERVICE PRO ASP CONTROL CENTER. SUPPLY PUMP FLOAT FLOAT FLOAT DIAGRAMS SHOWN REPRESENT DOCUMENTATION READILY AVAILABLE PAGE: FROM MANUFACTURER. INSTALLER SHALL CONSULT MOST UP-TO-DATE MATERIALS PROVIDED BY MANUFACTURER 4 EN5URE INSTALLATION IS IN GENERAL NOTES: PART_NUMBER:----- ----- —-- COMPLIANCE W/ ALL MANUFACTURER SPECIFICATIONS, NATIONAL i C% P-200 (i)A4 DEDICATED 20 AMP CIRCUIT BREAKER AT MAIN SERVICE PANEL SHOULD NOT BE ENERGIZED us `•-^ ELECTRICAL CODE, AND APPLICABLE LOCAL GORES. ff01'WBrio� :..... LUNTIL THE AERATOR IS INSTALLED AND READY TO BE PLACED INTO OPERATION. F mo PAICNTS ' wAsp f.PRO - JMM PF.NONG _ �' IINSURE THE AERATOR IS OPERATING WHEN THE FACILITY IS OCCUPIED. II scRlEs I wnsP j WIRING G:AGRAM y 09-15.2015 TTHE LOCAL,LICENSED NORWECO DISTRIBUTOR WILL PLACE THE AERATOR INTO SERVICE. i c 1 NTS DATE: 04/20/21 2 O F 2 MMxV li �P 5.7719 NORNECO SERVICE PRO NASD CONTROL CENTER I$ W I R I NC D I AC RAM SCALE: NTS 1 51TE PLAN HATCH KEY: PROPOSED BUILDING ADDITION ,.` CL ® PROPOSED AGGE55ORY STRUCTURE L Q Lu PROPOSED 2ND STORYA.-I LA L ; E W J C6 co Q +-' N � �C LO 0 . 0 L Z r— ° L Cz U Cu INTERIOR RENOVATION OF EXISTINO 5ASEMEN7. / ,/ \ � ''A\ '��\ o p m° ' c4 FROPOSEl7 INTERIOR PARTITIONS, BEDROOM, l 1 �\ ' ,\\�/ N o41 AND FULL E3A7HRO0M AT 5ASEMEN7 LEVEL. �� ,%i' - � '' 1 Q a: o � 0 o°, � O-�-JE 7 DATA PROJECT / ZONING DATA TAX MAP # 1000-113-07-I a.35 �' � � `- --�` \'\ • / ZONING DISTRICT A-G PAVER / LOT AREA O.7 ACRES \\� ` =-' W m / PATIO / s EX. IN-GROUND POOL _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ GofO - MAIN DWELLING 43175; O6/22/2022 \�� SUBJECT PROPERTY -�-- _ GofO - IN GROUND POOL 43613; 11/I7/2022 SUFFOLK COUNTY HD APPROVAL R-21-0174 5 BEDROOMS FLOOR AREAS PER SOUTHOLD TOWN CODE, SECTION 280-4: EXISTING EXISTING LOCATION MAP � CONOR055 an (D DITIONED AREA SCALE: NTS BASEMENT AREA O S.F. O S.F. r FIRST FLOOR AREA I,Q87 S.F. I,g87 S.F. SECOND FLOOR AREA 1062 S.F. 1,662 S.F. PROP. HEAT X p�,T�� AREA TOTALS 3,64ci S.F. 3,64a S.F. PROJECT LOCATION &SCOPE PUMP (5 CONDENSER ON �� / PROPOSED PROPOSED —O O I .O O SITE PLAN & ZONING DATA ' GONG. PAD CONDITIONED GROSS iQ AREA AREA (f) BASEMENT AREA 1,256 S.F. O S.F. ,�Q - - � FIRST FLOOR AREA I,aB-t S.F. GENERAL NOTES, ENERGY TABLE I,as7 s.F. STRUCTURAL DESIGN CHARTS EX. 2-STORY FRAME --- O HOUSE AND GARAGE -'- '- 60 � SECOND FLOOR AREA 1662 S.F. 1662 S.F. i / PROPOSED CONSTRUCTION PLANS 0o\1�R�o Qlr.P. / LOT GOVERACE _ _ DWV/ WATER SUPPLY RISER SOUTHOLD TOWN GORE (280-124) \ ' % LOT 324 / DESCRIPTION (FOOTPRINT) AREA COVERAGE EX. GARAGE _ _ _ _ _ _ _ J TOTAL LOT AREA 32,4a6.0 S.F. Sb }- EXISTING MAIN DWELLING I,Q67.0 S.F. 6.19b EXISTING GARAGE 584.0 S.F. 1.590 N \ �¢� EXISTING COVERED STONE PATIO 502.0 S.F. OA% z is! EXISTING PATIO 1 510.0 S.F. 1.0% g \ EXISTING POOL 630.0 5.F. IA% v � AP ROVED AS NOTED \ 1 V4 TOTAL AREA OF ALL STRUCTURES 37Q3.0 S.F. 11.7� DA B.P.# FEE ,o� B�:_��.. / m ZONING REGULATIONS MAIN BUILDING NOTIFY BUILDING DEPARTMENT AT Q \ � SOUTHOLD TOWN GODS (280-124) 631-765-1602 8AMTO4PM FOR THE o ROA DRIVEWAY L= _ FOLLOWING INSPECTIONS: = / 1. FOUNDATION-TWO REQUIRED \ 60.00 �l PROJECT: EXIST. PROPOSED COMPLIES FOR POURED CONCRETE OF "'VINO 2. ROUGH-FRAMING&PLUMBING MIN, FRONT YARD 40.0' 45.2' 45.2' YES 3. INSULATION COSTELLO MIN. SIDE YARD 15.0' 32.4' 32.4' YES 4. FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. RENOVATION 35.0' 73.6' 73.6' YES i ALL CONSTRUCTION SHALL MEET THE MIN. COMBINED REQUIREMENTS OF THE CODES OF NEW �, �\ SIDE YARDS YORK STATE. NOT RESPONSIBLE FOR \ O MIN. REAR YARD 50.0' 69.a' &CIA, YES DESIGN OR CONSTRUCTON ERRORS 945 ROYALTON ROW MATTITUCK NY 11952 COMPLY WITH ALL CODES OF NEW YORK STATE &TOWN CODES DRAWING TITLE: AS REQUIRED AND CONDITIONS OF SOUTHOLDT ''ti%ZBA PROJECT LOCATION &SCOPE SOUTHOL OV�'NPLANNNGBOARD SITE PLAN & ZONING DATA SOUTH O TOV N TRUSTEES N.Y.S. 20 S rlow m G Sr D PAGE: OCCUPANCY OR All exterior lighting G-001m00 USE IS UNLAWFUL Installed,replaced or repaired shall conform VVITHOUT CERTIFICAT to Chapter172 DATE: 05/09/25 1 OF SITE LAYOUT NOTES: OF OCCUPANCY of the Town Code I. THIS IS AN ARCHITECT'S SITE PLAN IS SUBJECT TO VERIFICATION BY A LICENSED' SURVEYOR. THE INFORMATION REPRESENTED ON THI5 51TE PLAN 15 TO THIE GtEC'IFIC �. ARCHITECT'S BEST OF KNOWLEDGE. IzIsn- �C�1 PEQUIrIED D/O/Q P.U.`P cR CERTIFICA N c` �'"L 2. SURVEY INFORMATION WAS OBTAINED i FROM A SURVEY DATED JUNE 03, 2022 AND PREPARED BY: 0 rEar RE NIG YOUNG 4 YOUNG �,,� t CER7177VI OF OSCUr NC) + LAND 5URVEYOR »> ! '8 , 400 OSTRANDER AVE, hL OWMBINQ 11�AS�E SO'DER USED!!11 l"f� R 0 � RIVERHEAD, NY I MOI WATER LINES -`s SUPPLY SYSTEM CAN 'OT '".q� 0 v%TELEPHONE: (631) 727-2303 -ilt� 'j 3Fm COV �3Il o �F NE`Ny .� EXCEE0 2%10 OF 1/o L D. S 1 TE PLAN I SCALE: I" = 15'-tV NOTES $ SPECIFICATIONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS PLUMBING AE35RE Y I AT I O NS IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED I. ALL LUMBER SHALL BE DOUOLA5 FIR LARCH #2 $ BETTER (Fb = ,515) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE 1. CONTRACTOR SHALL INSTALL. WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) SYSTEMS TO NY5 TOGETHER AT ALL TIMES. IT 15 AL50 THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY PLUMBING CODE AND NY5 DEC RE6ULATION5. BD. BOARD INSUL. INSULATION PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 12- SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR:TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE 15" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED 2. PROVIDE HOT AND GOLD 5 UT OFF VALVES AT ALL FIXTURES. BFE BASE FLOOD ELEVATION INT. INTERIOR Q 8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR 0 GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 3. ALL WATER PIPING TO HA GLEAN OUTS AT ALL CHANGES IN DIRECTION AND AT BASE OF BLD6. BUILDING K KIPS (1000 LB5) W GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT VERTICAL WASTE PIPES. W I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINIED FROM THE PROVIDE SILL 5EAL/INSULATION. 51ZE OF SILL TO BE (2) 2"xb",UNLESS (1) 2"x6" (THIS DOCUMENT I5 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD BM BEAM MANU. SPEC.'S[ MANUFACTURER'S SPECIFICATIONS -j f6 APPLICABLE BUILDING DEPARTMENT. IS NECESSARY TO MATCH FLOOR HE16HT5 WITH THE EXISTING STRUCTURE. COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER FOOT. m 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY "TECO" OR APPLICABLE AS A DERIVED WORK). B.O. BOTTOM OF MAX. MAXIMUM i Q E (V 5. GENERAL TRAP AND WASTE SIZES A5 FOLLOWS, UNLESS OTHERWISE NOTED: ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, - DISH WASHER.........................................21' BOT. BOTTOM �MEGH. MECHANICAL = O') STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 2° KITCHEN SINK..........I.............................. --- 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOOCAL CODES 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL - LAVATORY..............:................................2" B.O.W. BOTTOM OF WALL MIN. MINIMUM = , O FLOORS ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE 5TANDARD5 OR GRADING :: ' AND AUTHORITIES HAVING JURISDICTION. LAUNDRY ..................................................2 C9 5 O RULES SPECIFIED IN 1.1 THROUGH I.B. - TOILET 3 G.J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF l a88 i 4_' 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, 0 4. ALL ONOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, - FLOOR DRAIN...........................................3" COL. COLUMN NYC, BG NEW PORK CITY BUILDING CODE �- 'c OF THE OWNER/BUILDER INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED (B 4--LO L) � 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JIOB CONDITIONS -7• ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE CRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" THROUGH ROOF. GONT. CONTINUOUS O.G. ON CENTER C X U (V WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE i SHALL BE CLARIFIED WITH THE ARGHITEGT/EN6INEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"xl0" UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE -1. PROVIDE FROST-PROOF HOSE 5I65 WITH EASILY ACCESSIBLE DRAIN E DRAIN DOCKS AS REO'D. DBL. DOUBLE OGG. OCCUPANCY 0 00 m Z Q0 WITH THE WORK. 6RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR HOSE 5I55 SHALL BE PROVIDED WITH BACKFLOW PROTECTION. 6. NO DEVIATIONS OR GRANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE q ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE DFE DESIGN FLOOD ELEVATION i O.H. OVERHANG N C6 P.T. REOUIREMENT5 OF U.S. DEPARTMENT OF COMMERCE P520-aa. 8. WASTE FROM CLOTHES WASfHER5 AND LAUNDRY TUBS ARE TO BE PROVIDED WITH BACK FLOW _ 0 UNLESS APPROVED BY THE ARGHITECT/ENOINEER. Q 4_ L 2 0 10. ALL EXTERIOR 5HEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET PROTECTION. DIM. DIMENSION �FE PRELIMINARY BASE FLOOD ELEVATION "I. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS BEFORE THE START OF FRAMING ON PACE 6-003. GENERALLY, SHEATHING 15 OF 1/2:: THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A I a0.1 STRUCTURAL GLUED LAMINATED q, THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL HEALTH DEPARTMENT 1 D.J. DECK JOISTS P. GONG. POURED CONCRETE ROOF AND I5 OF GDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. STANDARDS AND REGULATIONS. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES.. APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED I EA. EACH PL. PLATE WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 10. APPROVAL AND INSPECTIOIN IS REQUIRED BY LOCAL JURISDICTION PRIOR TO CONGEALMENT OF __ . DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR E5TABLISHIN6 AND MONITORING PLUMBING. ELEV. ELEVATION PLYWD.a PLYWOOD NAILING AS PER FASTENING SCHEDULE ON PAGE C-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THI5 11. NOTCHING AND BORING OF I'TUD5, JOISTS, RAFTERS A5 PER BUILDING CODE. NO NOTCHING AND 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, DOCUMENT, THE 60VERNIN6 BUILDING GORE AND ANY ADDITIONAL BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED NOR ANY POTENTIAL DAMAGE THEREOF. EQUIP. EQUIPMENT P.T. PRESSURE TREATED CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S GORE II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. EVALUATION REPORT. 12. PER NY5 PG 425.4, A 4"x3" CLOSET BEND SHALL BE AN ACCEPTABLE WATER CLOSET CONNECTION. EXIST. ; EXISTING REQ'D � REQUIRED AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT' WRITTEN WHERE A 3" BEND IS UTILIZED, ,A 4"x3" FLANGE SHALL BE INSTALLED TO RECEIVE THE FIXTURE HORN. EXT. EXTERIOR R1 RISER PERMISSION FROM THE ARCHITECT. 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF ELECTRICAL: U •- A5TM D5456 STANDARD SPECIFICATION FOR EVALUATION OF 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM F.A.I. FRESH AIR INTAKE RM. I ROOM 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF 1t'HE WORK AND IS � ^ ` 14. PROVIDE 'X' CRO55 BRACING AT JOISTS STUDS AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, TH15 DOGUMEN, THE TO 2011 NATIONAL ELECTRIC CODE NFPA -70 AND 2020 NEW YORK STATE ENERGY W RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 8'-O" AND AT EVERY 5'-O". 6oVERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS CONSERVATION GONSTRUCTIONI CODE. FAR FLOOR AREA RATIO R.R. ROOF RAFTER 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUIPANGY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE 2. CONTRACTOR WILL FURNISR .A FIRE UNDERWRITERS CERTIFICATE UPON F.A.V. FRESH AIR VENT STL. 11 STEEL • T W 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 6-004. 1.5. PREFABRICATED WOOD TRU5SE5: ASSEMBLIES USING PREFABRICATED COMPLETION OF WORK. --- TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT,THE FF FINISHED FLOOR S.V. SMART VENT RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLA55 ANID LEAVE WORK 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE A5 GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA -72: BROOM GLEAN. NECESSARY. SET FORTH IN AN51/TPI I NATIONAL ME51ON STANDARD FOR METAL PLATE - GENERALLY,VERIFY OR: PROVIDE HARD WIRED FF ELEV. FIRST FLOOR ELEVATION TBD TO BE DETERMINED CONNECTED WOOD TRU55 CONSTRUCTION, THE TRU55 DESIGN DRAWINGS, SMOKE DETECTORS w/IBATTERY BACK-UP IN: U 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 1-1. PROVIDE ALL NAILING AND 5TRAPPIN6 ADDRE55ED ON PAGES 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. F.J. -� FLOOR JOISTS TEMP GL. TEMPERED GLASS LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL GORES A. EACH SLEEPING ROOML 0) AND ORDINANCES. 18. AT WET WALL PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER GORE. lb. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL FOUND. FOUNDATION i THK. THICK GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR GYPSUM B. OUTSIDE OF EACH SEFPARAT'E SLEEPING • - 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16 SPAN. WALLBOARD, A5TM C51 SPECIFICATION FOR 6YP5UM LATH, OR A5TM C-711 AREA IN THE IMMEDIATE: VICINITY OF FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION T.O.W. TOP OF WALL V SPECIFICATION FOR AA 6YP5UM 5HEATHING BOARD. THE BEDROOMS (GENERLLY THE HALLWAY) THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE (YEAR AFTER 101. AT ROUGH OPENINC5 PROVIDE ALL APPLICABLE NAILING AND 5TRAPPIN6 FR. FRAME Tr TREAD Ask COMPLETION OF PROJECT. A5 PER PAGE C-003. I.'1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL G. EVERY LEVEL OF DWELLING 11. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF (BASEMENT, FIRST FLOOPR, s SECOND FLOOR, ETC) FRPR. FIREPROOF TYP. TYPICAL Q ARCHITEGT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. AGAINST ALL CLAIMS, DAMA&E5, LOSSES AND EXPENSES, IWOLUDING ACCORDANCE w/ AWPA G22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FTC. FOOTING U.O.N. UNLE55 OTHERWISE NOTED ATTORNEYS FEES ARISING OUT OF OR RE5ULTING FROM THE° PERFORMANCE OF TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER I.b STRUCTURAL PANELS: THE WORK PROVIDED THAT ANY SUCH CLAIM, � km DAMAGE, L0555 OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD L8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL iFASTENING SCHEDULE �YP. BD. GYPSUM BOARD VERT. VERTICAL 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OP, DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, INJURY ATTRIBUTABLE OR DESTRUCTION IN TANGIBLE PROPERTY (OTHEREOP, THAN THE WORK CONTRACTOR IS TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE NOTE: THI5 SCHEDULE POE5 NOT INCLUDE NAILING FOR METAL FRAMING STRAPS H.D. HOLD DOWN V.I.F. VERIFY IN FIELD MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD 1 (P5 1) CONSTRUCTION AND ITSELF INCLUDING THE L055 OR USE RE5ULTING THEREFROMP. (5) 15 CAUSED IN (SEE PAGE CC-003 FOR STRAPPING AND NAILING REQUIREMENTS, WHOLE OR IN PART BY ANY NEGLIGENT AGT OR OMISSION QF THE ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY HDR � HEADER w/ WITH CONTRACTOR,INANY BY ANY 7E, ANYONE DIRECTLY O INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR AND ROUGH OPENING FRAMING REQUIREMENTS) EMPLOYED ANY OF THEM, OR ANYONE FOR DIRECTLY O5E ACTS ANY OF THEM MAY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE ALL NAILING 15 A OENERrAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE HNGR HANGER WD. WOOD 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. BE LIABLE REGARDLESS OF WHETHER OR NOT IT IS CAUSED IN PART BY A (SCHEDULE AS PER AWC: 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) PARTY INDEMNIFIED HEREUNDER. A. WEYERHAEUSER TRUS JOIST 2.OE MIGROLLAM LVL HOR. � HORIZONTAL ZR ZONING RESOLUTION B. CEOR6IA PACIFIC, 2.OE 6-P LAM LVL lb.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-STRAND FASTENER SPEC. FASTENER P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET DESCRIPTION 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRWOTION INCLUDING A. WEYERHAEU5ER TRU5 J015T 2.2E PARALLAM PSL THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY AND QUANTITY SPACING BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, PNAILIN6, PLACINC , OF CONCRETE, ETC.. ARE TO BE CAREFULLY SUPERVISED BlY' THE CONTRACTOR ALL TO BE INSTALLED A5 PER MANU. SPEC.s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN6�5, 5PECIFICATIONS, STANDARD FOR WOOD-BA5ED STRUCTURAL- USE PANELS OR }ROOF $ CEILING FRAMING APPLICABLE CODES AND 600D PRACTICE. DEVIATIONS FR40M THE DRAWIN65 22• I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WR1TTTEN FRAMING MATERIAL STANDARDS SECTION, THE 6OVERNING BUILDING CODE, �I��I TI ®�I �I G,� `� �I /�U I�/� I� ITS AUTHORIZATION OF THE ARCHIT'ECT/ENGINEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S lb.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL RAFTER TO TOP PLATE (TOE-(NAIL) SEE PACE 6-003 PER RAFTER I r km I `► I `� .mJ I I `I O � " � � y CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A208.1 AND ANY IQ. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENT5 AS SET FORTH IN THE MANUFACTURER'S GORE GEILIN6 JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER JOIST NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID 5AWN RAFTERS SHALL EVALUATION REPORT. RTAINING ARE TO BE FIELD VERIFIED. NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE PROPOSED DESIGN � CODE PRESCRIPTIVE VALUE $ PE OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS CEILING JOIST TO PARALLEL RAhFTER(FACE-NAIL) SEE PAGE 6-003 EACH LAP COMPONENT OOMF I E5 20. CONTRACTOR TO REMOVE k RELOCATE AS REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF AN51/AHA AI94.1 CELLULOSIC VALUE I CITATION (PER 2020 NY5EOCC) WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMANI LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0205 STANDARD SPECIFICATION FOR GEILIN6.JOIST LAP5 OVER PARTI TION5(FACE-NAIL) cl-I6d COMMON EACH LAP IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLUL0510 FIBER INSULATING BOARD. 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFA40TURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM ED6E5. COLLAR TIE TO RAFTER (FAG E-NAIL) SEE PAGE 6-003 PER TIE �' SPECIFICATIONS, UNLESS NOTED OTHERWISE. 1.5.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL 51DING USED IN MIN. R-VALUE = 15 (CAVITY) AT INTERIOR OF WALL 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. BASEMENT WALL R-VALUE R=15 GATT INSULATION ® INTERIOR I PER TABLE R402.1.2 - CLIMATE ZONE 4, NOTE (C) YE5 22. PROVIDE FIREBLOGKING AS PER NEW YORK AGGE551B11LITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I BLOCKING TO RAFTER (TOE-NAIL) 2-8d COMMON EACH END THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (P5- 1), THE 60VERNING BUILDING CODE, AND ANY ADDITIONAL HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION UN PLEASE NOTE THAT THESE PLANS ARE PROTECTED A C-17URT ANY OF THE HOLE SHALL NOT BE CLOSER THAN 5/5" TO THE EDGE OF THE STUD. REPORTS. RIM BOARD TO RAFTER (END-NAIL) 2-Ibd COMMON EACH END HOT WATER PIPE R-3 PIPE INSULATION MIN R-VALUE = 3 UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARGRITES SEVE WORKS NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GRO55-SECTION. INSULATION PER R405.4 $ R405.5 YE'S COPYRIGHT PROTECTION ACT OF IagO (AWGPA), WHICH HAS SEVERE PENALTIES. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL WALL FRAMING 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.1. MAX. U-VALUE = 0.52 GENERAL WIND PROTECTION CONNECTION NOTES: CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, U-VALUE = 0.25 FENESTRATION U-VALUE �MAX. AIR LEAKAGE = 0.30 GFM/SF YES ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL NOTES, AND TABLES ON PAGE 6-005 $ G-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 18.2.1 SQUARE AND I AIR LEAKAGE = 0.50 GFM/SF to CONSTRUCTION;S5TD 10-CICI AND 2015 55G HIGH WIND EDITIO>N WOOD FRAME SPECIFIES THE REOV NAILING FOR THE SHEATHING (ANY NAILING TOP PLATE TO TOP PLATE (F GE-NAIL) 2-I6d COMMON PER FOOT PER R402.4.3 TABLE R402.1.4 - CLIMATE ZONE 4 HEX BOLTS AND SCREWS (INCH SERIES). w CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING ' I. A CONTINUOUS LOAD PATH BE FOOTINGS, FOUNDATION WALLS, SCHEDULE). ROLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2, LAG SCREWS: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH AN51/ TOP PLATES AT INTERSEGTIO 5 (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE COMPLIANCE STATEMENT: 2 FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. SHEARWALL SYSTEM (INSTALL A5 PER APPLICABLE DETAILS d MANU. SPEG.'s). ASME Bb.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN V HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE U51NCG CHAPTER 4 [RE]. 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTEMING DEVICES NOT 2.2.5. TRUSS METAL CONNECTOR PLATES: TRU55 METAL CONNECTOR PLATES INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2:306 OF IBC SHALL 26. COLUMN BEARING A5 FOLLOWS: SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DESIGN HEADER TO HEADER (FACE-NAIL) I6d COMMON 16" O.G. ALONG EDGES Ix BE USED IN ACCORDANCE WITH MANUFACTURER'S REGOI-'MENDATIONS. WOOD POSTING TO BE BLOCKED 50LID TO FOUND. WALL w/ END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE 60VERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED WALL w/ STEEL SKIMS d A MIN. 3/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S GORE EVALUATION REPORTS. TOP or BOTTOM PLATE TO 5 D (END-NAIL) 2-I6d COMMON PER STUD l� -t DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL TABLE R50I • 1 AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED 6A�LVANIZED. SECURE w/ (2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS 0 BOTTOM PLATE TO FLOOR JO IST,BAND JOIST, 2_Ibd COMMON I� PER FOOT i CLIMATIC 4 OEOORAPHIC DESION CRITERIA EXIST. WALLS b 12 LONG HOOKED BOLTS 0 NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING 51ZE AND ENDJOI5T, or BLOCKING (FAG -NAIL) ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS o 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. I6" 6ACE ARE SPECIFIED, MINIMUM A5TM A653, STRUCTURAL QUALITY, SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N.). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL GROUND SNOW LOAD 25 LBsS PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUD5 HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND , FLOOR FRAMING ALLOWABLE AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S STRUCTURAL MEMBER BASIC WIND SPEED 150 MPH PROJECT: STANDARD SHEARWALL HARDWARE (w/ NOTED VALUES) $ ANCHOR BOLTS, CODE EVALUATION REPORTS. DEFLECTION - 4-Sd COMMON PER JOIST 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.)14" BENT PLATE b" LONG JOIST TO SILL TOP PLATE or ORDER TOE NAIL RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x,4" LUMBER 15 w/6" RI5F $ w/(2) 5/4"O 5OL75 THROUGH CENTER LINE OF VERTICAL LE65 2.2.5. NAILS: NAILS SHALL COMPLY WITH FASTENERS: F NAILS, STANDARD RAFTERS HAVING SLOPES GREATER THEN 3/12 EXPOSURE CATEGORY B ( COSTELLO SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. BRIDGING TO J015T (TOE-NAIL.) 2-Sd COMMON EACH END L/180 LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF SET 6 DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE 0-003. � W/ NO FINISHED CEILING ATTACHED TO RAFTERS RAFTERS. SEISMIC DESIGN CATE60RY B RENOVATION 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES BLOCKING TO JOIST (TOE-NAIL-) 2-5d COMMON EACH END 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. MECHANICAL CONNECTIONS: SHALL MEET THE REQUIREMENT5 OF THE GOVERNING BUILDING GODS INTERIOR WALLS 4 PARTITIONS H/I80 AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE BLOCKING TO SILL or WEATHERING SEVERE -1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45" AND EVERY 1. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE MANUFACTURER'S CODE EVALUATION REPORTS. TOP PLATE (TOE-NAIL) FLOORS COMMON EACH BLOCK FLOORS 6 PLASTERED CEILINGS L/360 ,,, 16" WITHIN 4' OF EXTERIOR CORNERS. SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. 2.2.1. SCREWS: SCREWS SHALL COMPLY WITH ANSI/ASME B 15.6.1 LEDGER STRIP TO BEAM (FAG E-NAIL) 3-I6d COMMON EACH JOI5T FR05T LINE DEPTH 3-O 5. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED WOODSCREWS (INCH SERIES). ALL OTHER STRUCTURAL MEMBERS L/240 945 ROYALTON ROW TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN4. BOLT DIAMETER BY "SIMPSON" MANUFACTURER. JOIST ON LEDGER TO BEAM ( OE-NAIL) 3-8d COMMON PER JOIST TERMITE MODERATE TO HEAVY GLASS WINDOWS AND DOORS MATTITUCK, NY 11952 OF I" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 3. ALL LOADING GAPAGITIES SHALL MATCH EXACTLY OR EXCEED VALUES I. ALL GLA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 ICE BARRIER REQUIRED YES PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR BAND JOIST TO JOIST (END-N IL) 5-I6d COMMON PER JOIST BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF "1" IN CONCRETE/MASONRY INDICATED IN SIMPSON PRODUCT LITERATURE. THERE MAY BE SEVERAL 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY EXTERIOR WALLS - WIND LOADS yv/ BRITTLE FINISHES L/240 DRAWING TITLE: FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHfIN 12 OR CORNERS LOADING VALUES ARE LESS THAN WHAT IS SPECIFIED BY "SIMPSON" CLEARANCES ARE PROVIDED. BAND JOIST TO SILL or TOP LATE (TOE-NAIL) 2-I6d COMMON I PER FOOT � AND AT SPACING NOT EXCEEDING 4' ON CENTER. 3. ALL SLIDING CLASS DOORS, SKYLIGHTS, AND ANY 6LA55 UNIT INSTALLED EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES I L/120 CODES AND REFERENCE STANDARD: 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, ROOF 5HEATHING 1. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK UNLESS OTHERWISE NOTED. STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH STRUCTURAL PANELS: STATE ENERGY CONSERVATION CONSTRUCTION CODE. MANUFACTURER'S SPECIFICATIONS. INTERIOR ZONE Sd COMMON 6" EDGE / 12" FIELD 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER PERIMETER EDGE ZONE 51 Sd COMMON 6" EDGE /6" FIELD 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF SPECIFICATIONS OF THE PRODUCT BEING INSTALLED 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE GABLE ENDWALL RAKE OR RAKE TRU55 w/ Sd COMMON 4" O.G. STRUCTURAL DESIGN LOADS WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 HOOP FRAME ENERGY CONSERVATION CONSTRUCTION CODE. UP To 9" RAKE OVERHANG CONSTRUCTION MANUAL BY THE AMERIGAN FOREST $ PAPER A550CIATION -7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY (AF4PA) AMERIGAN WOOD COUNCIL (ANC). ARCHITECT 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR PAGE: ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. CEILING 5HEATHING USE 7[ LIVE LOAD D:E:�LOAID 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW'YORK STATE 8. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM PLUMBING CODE. HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED T ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL EXTERIOR BALCONIES 40 psf IS psfG-OO2mOO BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. GYPSUM WALLBOARD 5d COOLERS �E 7" EDGE / 10" FIELD p 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. INSULATION 8. ALL 6LA55 15 To BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS DEGK5 40 psf 15 psf I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. WALL 5HEATHING 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201-I NATIONAL ELECTRIC FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN CODE, NFPA-70 AND 2020 NEW YORK STATE ENERGY CONSERVATION FOIL TO BE PLACED TOWARD WARM SIDE. a. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH DATE: 05/09/25 Z OF 3 CONSTRUCTION CODE. ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE STRUCTURAL PANELS bd COMMON 6" EDGE / 12" FIELD UNINHABITABLE ATTICS WITHOUT STORAGE 2. PROVIDE 2" R-10 RI61D FOAM INSULATION FOR EXTERIOR FOUNDATION CONTRACTOR TO VERIFY THAT THE CHARACT'ERIST105 OF THE WINDOW MATCH (MAX CLEAR HOT < 42") 10 psf 15 psf 6YFSUM WALL BOARD WALLS FROM b" BELOW GRADE TO 24" BELOW 6RADE IF DESIRED BY THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE 6YP5UM WALLBOARD 5d COOLERS 1" EDGE / 10" FIELD UNINHABITABLE ATTICS WITH STORAGE I. 6YP5UM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINIT AND JOINT CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE CHARACTERISTICS ARE AS FOLLOWS,BUT NOT LIMITED TO: DESIGN PRESSURE, COMPOUND METHOD. FOUNDATION WATERPROOFING. ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS (MAX CLEAR HOT > 42 ) 20 psf 15 psf REOUIREMENTS. HABITABLE ATTICS It 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILIN e, UNLESS 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: FLOOR SHEATHING (SU�FLOOR) ATTICS SERVED BY FIXED STAIRS 30 psf 15 psf OTHERWISE NOTED. WATER RESISTANT (W.R) AT 5ATHROOM55 AND WHERE - cl" R-50 FOR FLAT CEILING5 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE DEEMED APPLICABLE. - 5.25" R-500 FOR VAULTED AND CATHEDRAL CEILINGS TEMPERED 6LA55. STRUCTURAL PANELS: ROOMS OTHER THAN 5LEEPING ROOMS 40 psf 15 psf en - 3.5" R-15 FOR 2"x4" WALL CONSTRUCTION I" or LESS: Bd COMMON 6" EDGE / 12" FIELD .(Fi F-0 3. 5AV, ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILIMIG AND WALLS - 5.25 R-21 FOR 2 xb WALL CONSTRUCTION II. EXTERIOR GLAZING B SHALL BE PROTECTED FROM WINDORNE DEBRIS. G IREATER THAN . 1 IOd COMMON 6 EDGE / 12 FIELD �� EW r< y x GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE SLEEPING ROOMS 30 psf 15 psf (� ,y� (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET - 5.25" R-21 FOR FLOORS l� MISSILE TEST OF ASTM Elaab AND ASTM E1556 AS MODIFIED BY 2020 NY5 BG � 'S� -� IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRO MUCINC SECTION 501.2.1.2.1. 6ARA6E DOOR GLAZED OPENING PROTECTION SHALL MEET I - NAILING REQUIREMENTS ARE' BASED ON WALL 5HEATHING NAILED b" O.G. AT THE PANEL EDGE. STAIRS 40 psf 15 psf EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAMIE, INSTALL THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL 5HEATHING NAILING 15 REDUCED. E4 s CONCRETE PANELS OF 5/5" THICKNESS MINIMUM. AN51/DASMA 115. FOR EXAMPLE, IF WALL 5HEATHIN6 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER * ' .11 * SHEAR CAPACITIES, NAILING; REOUIREMENT5 FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR 6UARDRAIL5 AND HANDRAILS 200 psf 15 psfd 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDc6E5 SHALL BE 12. A5 AN ALTERNATIVE TO NOTE #If ABOVE WOOD STRUCTURAL PANELS WITH ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. Njx TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. AILLOW 24 HOURS Z - WHEN WALL 5HEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF '9 40 04 TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMO07TR. A THIGKNE55 OF NOT LE55 THAN �" AND A SPAN OF NOT MORE THAN b' SHALL �` .� BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-I6D NAIL PER FOOT. ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf OF(�jE�N 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE GORNE RS AND AROUND ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE ° - FOR ROOF SHEATHING WITHIIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS SIDE OF THE ROOF PEAK,T-HE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENT5 SHALL BE ALL OPENINGS. PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE USED. b. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ONI PACE 6-003. IR301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT "ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH CORRO5ION-RE515TANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED A5CE 'T-I6 (MINIMUM DE516N LOADS FOR BUILDINGS AND OTHER STRUCTURES) 11 I I ALL NEW WINDOWS SHALL BE ANDERSEN OR EG; INSTALL AS PER MANU. 5PEG.'s. BEE PAGE "G-003" FOR NAILING 8 STRAPPING DETAILS. ** SEE DOOR 50HEDULE FOR ALL GLA55 DOORS FROM SAME MANUFACTURER FOUNDATION PLAN NOTES *'� FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER OE IE AI 5% 'Iv '50I <ENr : '�'� CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTH5 FOR ALL MULLED WINDOWS 0- J® I " II Jc DOOR NOTE: SMOKE DETECTOR / CO DETECTOR NOTES: a Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT II 1. CONTRACTOR SHALL PROVIDE CODE COMPLIANT WINDOW CHART NEW PARTIAL HEIGHT ON PLANS BY 'JELD-WEN' (OR EQUAL). SMOKE / CARBON MONOXIDE COMBINATION DETECTOR Lu XISTING 70 BE DEMOLISHED „ WOOD FRAME (L.G. 5TL. 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT HgRD WIRED TO EACH OTHER w/BATTERY BACKUP. EGRESS CLEAR LLI WHEN APPLICABLE) ON PLANS BY THERMATRU' (OR EQUAL). 2.INTERCONNECTION BETWEEN NEW 8 EXISTING DEVICE OPENING LIGHT VENT LJJ 3.NOTE DOES NOT INDICATE EACH NEW DOOR SHALL NOT BE REQUIRED WHERE EXISTING ALARMS ROUGH OPENING WINDOW DIMENSION PROV. PROV. -i f6 '.XISTING TO REMAIN ARE NOT INTERCONNECTED, AS PER NYS R314.4. TAG COUNT TYPE MODEL # - WIDTH REO'D: 20" AMP' PER UNIT PER UNIT ('7 NEW FOUNDATION WALL PROPOSED;SEE DESIGNATIONS 8 DOOR SCHEDULE. FH- HEIGHT REQ'D: 24" WOOD FRAME (L.G. 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR 3.PROVIDE SMOKE/GO DETECTORS AS INDICATED,Ai�ID (5'F') (S.F.) Q N WIDTH HEIGHT WIDTH HEIGHT OPEN REQ'D: 5.'1 5.F. IEW WALLS, U.O.N. PER GENERAL ELECTRICAL NOTES ON PAGE 6-002.'. �_��__� .O 0 ':TL. WHEN APPLICABLE) 5. INSTALL AS PER MANU SPEC.'S 4.5MOKE /GO DETECTORS TO MAINTAIN 5' MIN. MIN. (2) 2"x4" STRUCTURAL \ 6.PROVIDE (2) 2"xl0" HDR., U.O.N. HORIZONTAL SEPARATION FROM SUPPLY/RETURN DU�GT5 A I CASEMENT CW255 4'-q" 5'-5 I/2" 4'-8 1/2" 5'-5" Q 20.0 I8.80 O © _0 0 POST FOR 4" WALL5 AGE 6-003 FOR ALL OTHER FRAMING 8 OPENIN05 TO BATHROOMS w/ SHOWER OR TUB. - P "1. SEEP : IEW I-HR FIRE RATED MIN (2) 2"xb" 5TRUCTURAL ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 5. INSTALL ALL AS PER MANU. SPEC.s DETEGT'OR .� � � � VOOD FRAME (L.G. 5TL. �IHEN APPLICABLE) POST FOR b" WALL5), U.O.N. 6.SMOKE DETECTOR AND CARBON MONOXIDE L TYPICAL BATHROOM NOTE: IN COMPLIANCE WITH LOCAL CODE O O N �i dEW 2-HR FIRE RATED O I. �1ALL BOARD WINDOW NOTE: __ a co. NEW PLUMBING WALL I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN I ALL NEW WINDOWS 8 DOORS SHALL BE ANDERSEN DOOR 5GHEDULE ^OOD FRAME (L.G. 5TL. ALL BATHROOMS L O X -J N 12 - ^THEN APPLICABLE) 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND CASEMENT, DOUBLE-HUNG,OR GLIDING (A5 NOTED). � DOOR C�MATERIAL O '�' � TUB SURROUNDS INSTALL AS PER MANU. SPEC.'S. 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROP105ED; FIRE RATING J O m .4J C9 SEE DESIGNATIONS 8 WINDOW SCHEDULE. I---�'�- NEW PLUMBING FIXTURES: 3.FOR SUBSTITUTIONS,SEE NOTE #q IN "GLA55 WINDOWS TAG DESCRIPTION MANUFACTURER 11 45 MIN. RATED NOTES N C73 ON PACE _OTE WIDTH HEIGHT 1- Q SELF-CLOSING Q a Q O SEE AL50 PLUMBING GENERALALL NEV4 PLUMBIN6, FIXTURES �OTES ON PAGE 6--002. 4.ALL D CASEMENT WNDOW5 TO HAVE STRAIGHT ARM FHINGE. COMPLY HITH PC 405. w 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH L_- -_ 4" FRESH AIR VENT NEW FLOOR: 6.IN GENERAL.,TEMP. 6L. SHALL BE PROVIDED: J i`THROUGH ROOF O4 6.1. FOR ALL SKYLIGHTS 8 OPERABLE PANELS OF BASEMENT I. NEW FINISHED FLOOR PER H.O. SELECTION APPLIED TO SWINGING, SLIDING, 8 $IFOLD DOORS : - n , EXISTING CONCRETE SLAB. 60 TO INSTALL AS PER �� i� 1 W 3 MANUF. SPEGIFIGATIONS. 6.2. WITHIN 18" OF F.F. _ 1 6.3. WITHIN 24" OF A DOOR I BOI I SINGLE SWING JELDWEN OR EQ 3-O b-8 �� 1 6.4. WITHIN STAIRWAYS 8 WITHIN 36" OF A LANDIING �n., �5K'No JELDWEN OR EQ (2) 2-6 b-8 L•- I� 1 NEW CEILING: 6.5. WITHIN TUB/SHOWER ENCL05URE5 I "�� - O I. 6G TO MODIFY,PATCH, REPAIR, AND PAINT EXISTING 6.6. SEE AL50 GENERAL NOTES ON PAGE 6-00� 503 JELDWEN OR EQ 2'-6" 1 "1. SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND 6WB GEILIN6 AS REQUIRED. �_�� J 2.6G TO PROVIDE ACCESS PANELS IN CEILING A5 WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIIMUM Be)4 E_ SINGLE SWING Ir-JELDWEN OR EQ 3'-O" 6'-8" REQUIRED. (2) 2"xl0" HEADER U.O.N. "-- 11--� -�� 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PEER BOS SINGLE SWING �I JELDWEN OR EQ 3'-O" b'-8° • LESS THAN 24' ABOVE F.F., THAT ARE MORE THAN IGHTS • • FURRED WALL: NY5 R312.2 FOR OPERABLE WINMOW�R ITH SILL THE BOb SINGLE SWING JELDWEN OR EQ O I. 6G TO PROVIDE NEW FURRED WALL CONSTRUCTION AT W PROVIDE ABESCO FF200 FR ABOVE GRADE OR THE ADJACENT IE EXPANDING FOAM (OR EQUAL) FOUNDATION WALL WHERE REQUIRED. R-15 MIN BUILDING EXTERIOR. AT ALL PENETRATIONS IN FIRE INSULATION PROVIDED AT WALL. RATED WALLS AND FLOORS/GEILIN65. PRODUCT O EX15TINO SANITARY PIPING AGAINST WALL EGRESS NOTE: CORM TO ASTM 814, 7 CONFORMS E IN COMPLIANCE WITH NEW PORK STATE E�UILDING ONF E MS AND UL 1 E CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF ASTM HEAT PUMP CONDENSERS: E6RE55 SHALL BE FOLLOWED: OO 1. PROVIDE (1) NEW 2-TON HEAT PUMP CONDENSER BY NET CLEAR OPENINC........... 5.1 S.F. "600DMAN" OR APPROVED EQUAL. NET CLEAR HEIGHT............... 24" MINIMUM 2.INSTALL AS PER MANUFACTURER SPECS. NET CLEAR WIDTH................. 20" MINIMUM 3.INSTALL UPON LEVEL GROUND 8 PROVIDE GROUND SURFACE (GONG. PAD OR OTHER w/ WEIGHT RATING EORE55 WINDOW WELL: • SUFFICIENT TO ACCOMMODATE 6R055 WEIGHT OF 13 PROVIDE NEW EORES5 WINDOW WELL 8 COVER BY n1 CONDENSER. "ROGKWELL;ROGKW G ij ELL 66 RAY SERIES" 66"W.X84"?H. W NOTE: 4.ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY GAS OR EQUIVALENT. INSTALL AS PER MAN. 51PE05. ALL PLUMBING WORK APPLIANCE, AND AT LEAST V FROM WINDOW5/DOOR5 SHALL CONFORM TO WHENEVER POSSIBLE. WALL AND DOOR DEMO: S LOCAL PLUMBING CODE I`I EXISTING WALL5 AND DOORS 5HOWN DASHED TO BE' HYDRONIC AIR HANDLER: REMOVED Oq I. PROVIDE (1) NEW HYDRONIC AIR HANDLER(5) BY GWB SOFFIT AROUND EXISTING DROPPED BEAMS 18'-7" "600DMAN" OR APPROVED EQUAL IS PROVIDE FINISH AROUND EX. BEAMS. ALIGN EDGE OFF 2.INSTALL AIR HANDLER UNIT IN MECHANICAL ROOM EXIST. F.A.I. TO 3.PROVIDE AIR DISTRIBUTION TO HABITABLE SPACES GEILIN6 WITH EDGE OF WALL5 REMAIN THROUGH WALLS OR GEILIN6 4.INSTALLER TO PROVIDE BLOCKING,PIPING, AND ELECTRICAL AS REQUIRED:) FOR MOUNTING AND INSTALLATION. 5. HANDLER SIZING (TONNAGE) SHALL BE SELECTED PER G.O. REOUIREMENT5 OF A/C 8 HEATING SYSTEM (SEE • • THERMOSTAT FOR ZONE DE516NATION). 6.PROVIDE FRESH AIR INTAKE ON RETURN SIDE OF DUCTS. 8-11 G.O. FRESH AIR INTAKE SHALL HAVE MOTORIZED DAMPER REATION 13" `{ 4" HOUSE WITH OUTDOOR TEMPERATURE SETBACK CONTROLS. UNDER mT' [FRIDGE] EA -�-___ MAIN DRA G.O. IN 7. INSTALL ON NEW GONG. PAD WETBAR -�� I -r THERMOSTAT: 10 1. PROVIDE THERMOSTAT FOR 2 ZONES: rrj 6 2 1 2 1 `} - ZONE I: RECREATION AREA � i ELEG FIREPLACE I 2 SINK 21 I 1 1 PROP. - ZONE 2: BEDROOM 50.6 5.F. �� v' `s„ I BATHROOM 1 a"1 1 1 BATHROOM 2. CONSULT WITH HOME OWNER FOR THF-RM05TAT ( 1 1 :211 1 1 LOCATIONS. I I I I W.1. H.O. TO SELECT MODEL; INSTALL AS PER MANUF. 5PE05 I-� i ISHOWER I-� I 0 2" 3" ' EJECT �� 5 PUMP R b„ RECREATION AREA FINISHED 8 HEATED 15 EXIST N z z � w P UMW IO I Sid - 17iz I / hIST / DINT T. �i - -- - - --- - --- ---- - --- - -- - - > EXIST. O �0,, 5M/GO 3,-O" i U Sr-,ALE: NTS I CLOSE � w 10 18.8 O 15 12 p Bos T - - - , '� PROJECT: ----- -- - - - - 21'-4y2 NEW G " - 1 O COSTELLO BEDROOM T. 240 S.F. RENOVATION FL. N. SM/GO 14 _ I 8'-4" 61-6. `fl 10 HGHT. MECH. ROOM T IL NOTE:IL ALL PLUMBING WORK , \� 1701 S.F. Iq-q 945 ROYALTON ROW s SHALL CONFORM TO q INSULATED WALL IN FRONT OF EXISTING SANITARY PIPING MATTITUCK, NY 11952 LOCAL PLUMBING CODE \ \ PRRO�P. i i :ry DRAWING TITLE: A. °� NATURAL LIGHT ff VENTILATION -- = (HABITABLE SPACE) PROPOSED CONSTRUCTION PLANS • GE DWV/ WATER SUPPLY RISER STORA EGEND UNFINISHED FLOOR AREA 240 S.F. HOT WATER UNHEATED _ % REO. S.F. PROV. SUPPLY 145 S.F. LIGHTING;MIN. 5% COLD Iq.2 S.F. 20.0 S.F. O - SUPPLY R OF FLOOR AREA p • II'-2° LE THA N 145% OF PAGE: iL PROVIDE "ABESCO FF200 FR 8.6 S.F. 18.8 S.F. p EXPANDING FOAM" (OR EQUAL) • MIN. GLAZED AREA REQUIRED A=10 =1. 00 • IL AT ALL PENETRATIONS IN FIRE CONNECT TO RATED WALLS AND EXIST. WATER FLOOR5/GEILIN65. PRODUCT SUPPLY SYSTEM CONFORMS TO A5TM E 514, - --- ------------- ASTM E &4, AND UL 14-iq ______ -- --�, DATE: 05/09/25 3 OF 3 REG j l 1 BATHRM I I� MEGH RM AREA I 1 T 1 :0 1 1 1 31 v 1 1 - I I TO STREET ij �N 1 1 rHATER MAIN F NI -I I i� 31 1 i 10 ��ED ARCyi � SINK NI In � � 1 I 0�5 Wes.sM� �t�` m W.G. Ids N -••� i"m 5HOWE=R I i N�q 0384 " IFpF NE`N RISER SER - SUFi=LY i�izOfi�OS l7 BASEMENT GONSTRUGTIOI�I FLAN SCALE: 1/4" = P-o" FLUM51 N SCALE: NTS I ELEOTRIOAL 5`I'MB0L KEY: RFZE%M HAT' I20V DUPLEX OUTLETOR OWNERS(SELECTION E 04.RATED WHEN IN BLD6.ENVELOPE) �&=FL 120V DUPLEX FLOOR OUTLET _MR MOISTURE RESISTANT LISW FIXTURE Q 220V4G H Lij OYN RSMENDANT 5 FIXTURE SELESELECTIONLu 220co I ^ I20V&ROUND FAULT INTE-RUFf SURFACE MOUNTED FIXTUPRE 1 DUPLEX OUTLET M OWNERS SELECTION J �11I ��v6666FFFF M I20V 6ROIIND FAULT INTERUFr/ INTERIOR WALL SCONCELo KATER WOOF DUPLEX OUTLET SO OIHNERS SELECTION IX c KALL Lo I20V TV OUTLET Y EXTERIOR TO BE LIB FTURERE, 0 TV RE515TANT-OR ER5 SELECTION 7 120V USB OUTLET WALL MOUNTED FLOOD LII6HT, USB z EXTERIOR TO BE MOISTURE L RE515TANT-OWNER5 SE O 0UFGTION � N a"IB JUWTI0N EOX OR PO © • u') t H ;� FOR FIXTURE/APPLIANCE X N FIXTURE SINGLE POLE SWITCH ® 50 G.F.M.EXHAUST O O m0 4-+ Imp DOOR SWITCH FAN w/DAMPER � O '� r- I 5 MULTIPLE POLE 5HITC44 FL 50 G.F.M.EXHAUST cu FAN w/LIGHT 0 DAM1PER c N O Q. HARD WIRED SMOKE o STRIPLI&HTIN6 5M DETECTOR W/BATTERY ^ 0 BACK-UP C! GEILIN6 FAN w/L16W OWNERS SELECTION n , W GENERAL ELECTRIC NOTES: I. SEE SHEET 6-002 FOR GENERAL NOTES AND 5PECIFICATIION5. 2. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE ON. THE CONSTRUCTION DRAHIN65. DO NOT SCALE CONSTRUCTION r DRAWINGS. v 5. ELECTRICAL DEVICE LOCATIONS SHALL BE VERIFIED ON SITE WITH HOME OWNER. 1T_ , 4. STANDARD 5HITCHE5 TO BE LUTRON DIVA,WHITE;OR . — APPROVED EQUAL. 5. 5WITGHE5 TO BE DIMMER TYPES H/ 50REHLE55 PLATES U..O.N. CONFIRM SCOPE H/OWNER. U (b. PROVIDE SAMPLE OF RECESSED LIGHT, OUTLETS AND i 5WITGHE5 FOR CLIENT APPROVAL PRIOR TO ORDERING. 7. ELECTRICAL OUTLET LOCATIONS TO CONFORM WITH LOCALL BUILDING CODE REQUIREMENTS. r n 5. VERIFY ELECTRICAL REQUIREMENTS AND OUTLET LOGATIO)N5 Allkv(�1' FOR ALL APPLIANCES AND EOUIPMENT AS PER MANUF. SPfEGS. I—I VJ a. OUTLETS AND FIXTURES LOCATED AT DEMISING HALL OR Q GEILIN6 CONDITIONS MUST MAINTAIN THE EXISTING FIRE RATING. 10. ALL LI&HTIN6 MUST BE UL RATED. II. AT NEH DROPPED CEILINGS, FIXTURES MAY BE SU5PENDEI' FROM OR RECESSED INTO THE SUSPENDED GEILIN6 AND WIRING MAY BE CONGEALED ABOVE DROPPED CEILIN65. 12. ALL OUTLETS IN THE APARTMENT SHALL BE PROTECTED WIITH AFGI TYPE CIRCUIT BREAKER AS REQUIRED BY NEC 200& 4 NYC 2011 ELECTRICAL CODE. 15. ALL 15 AMP AND 20 AMP GENERAL PURPOSE OUTLETS 5H/ALL 45 - 4E� BE TAMPER RESISTANT TYPE AS REQUIRED B �j Y NEC 2005 AND `18 UNDER '48 NYS ELECTRICAL GORE, LEVITON DECORA OR EQUAL. LFRID6EJ -14. ALL RECEPTACLES INSTALLED IN THE BATRHOOMS SHALL BE OF 6F0I TYPE. NO OTHER OUTLETS SHALL BE CONNECTEDP TO THE BATHROOM CIRUCITS, LEVITON DEGORA OR EQUAL TV 60" ELEG FIREPLACE I 15. ALL GENERAL PURPOSE AND COUNTER TOP RECEPTACLES BATHROOM EQ EQ \ \ 50.6 S.F. � I SHALL BE PROVIDED AT SPACING AS REQUIRED BY NEC 2005 // \ — MR 4 NYS ELECTRICAL CODE. 16. CONTRACTOR TO COORDINATE THE LOCATION OF ALL RECESSED LI6HTIN6 TRANSFORMERS IN A REMOTE LOCATION. / COORDINATE HITH ARCHITECT AND ENGINEER PRIOR TO / INSTALLATION. IT ALL LI6HTIN6 TO BE CENTERED ON THE ROOM UNLESS � /// �—� I ��_ ——�� I \\ / lu i 10 OTHERWISE NOTED. 15. 6C To PROVIDE FRT BLOCKING 4 RECESSED J-BOX ABOVE GEILIN6 FOR LIGHT FIXTURES. / Y la. ALL LIGHT FIXTURE LAMPS SHALL BE HIGH-EFFICACY LAMIP5 — / WITH AN EFFICACY OF AT LEAST 65 LUMENS PER HATT. / RECREATION AREA ! 0 i OO —� FINISHED $ HEATED I I � z 1 O w U �,0 w I / \ �I !! �- - - - - - - - T _ °'i= — _ —Eo EG - PROJECT: _ NEW GL — — — i m I BEDROOM 1 I Ex.FIRST. COSTS LLO o- FL.FURN. O = w , 0 SM/GO RENOVATION \\ MECH. ROOM MECH. ROOM w 945 ROYALTON ROW I-ra s.F. I MATTITUCK, NY 11952 PROP. STORAGE — `�\ A.H. DRAWING TITLE: 145 S.F. L QJ Ea Ea ELECTRICAL PLANS o- 2'-O"-4't+- — - � I I I m PAGE: E-101m00 DATE: 05/09/25 10F 1 �,rra N�.9T 0384�a�yO, FROPO5EI7 BASEMENT ELEOTR I O FLAN 4�OF SCALE: 1/4" = I'—O" u I I ALL NEW WINDOWS SHALL BE ANDERSEN OR Ea; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "6-003" FOR NAILING 6 STRAPPING DETAILS. �� K FOUNDAT 1 ON PLAN NOTES * SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER '�'� FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER DOOR NOTE: CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTHS FOR ALL MULLED WINDOWS `E SMOKE DETECTOR / CO DETECTOR NOTES: ` � ; EAwl NEW PARTIAL HEIGHT O I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT II I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT _ EXISTING TO BE DEMOLISHED ON PLANS BY 'JELD-WEN' (OR EQUAL). WINDOW CHART WOOD FRAME (L.G. STL. SMOKE /CARBON MONOXIDE COMBINATION DETECTOR 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT WHEN APPLICABLE) ON PLANS BY 'THERMATRU' (OR EQUAL). HARD WIRED T EACH OTHER w/ BATTERY BACKUP. EXISTING TO REMAIN 2.INTERCONNECTION BETWEEN NEW d EXISTING DEVICES EGRESS CLEAR LIGHT VENT 3.NOTE DOES NOT INDICATE EACH NEW DOOR SHALL NOT BE REQUIRED WHERE EXISTING ALARMS W NEW FOUNDATION WALL PROPOSED;SEE DESIGNATIONS 6 DOOR SCHEDULE. ROUGH OPENING WINDOW DIMENSION OPENING NEW WOOD FRAME (L.G. �-'� ARE NOT INTERCONNECTED, AS PER NYS R314.4. TAG COUNT TYPE MODEL # PROV. PROV. W STL. WHEN APPLICABLE) 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR 3.PROVIDE SMOKE/ Co DETECTORS AS INDICATED, AND WIDTH REOV: 20" TEMP PER UNIT PER UNIT -� Ca WALLS,U.O.N. PER 6ENERAL ELECTRICAL NOTES ON PAGE 6-002. HEIGHT REO'D: 24" (S.FJ (S.Fa M MIN. (2) 2"x4" STRUCTURAL 5. INSTALL AS PER MANU SPEG.'s WIDTH HEIGHT WIDTH HEIGHT OPEN REQ'D: 5.1 S.F. 4-+ 4.SMOKE /GO DETECTORS TO MAINTAIN 3 MIN. Q N "" "POST FOR 4 WALLS 6.PROVIDE (2) 2xIO HDR., U.O.N. NEW I-HR FIRE RATED HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS Ln 1. SEE PAGE 6-003 FOR ALL OTHER FRAMING A I CASEMENT �=CN2554'-8 I/2" 5'-5" [� 20.0 18.80WOOD FRAME (L.G. STL. (MIN. (2) 2 xb STRUCTURAL d OPENINGS TO BATHROOMS w/SHOWER OR TUB. .-- WHEN APPLICABLE) POST FOR 6" WALLS), U.O.N. ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 5. INSTALL ALL AS PER MANU. SPEC.'S p TYPICAL BATHROOM NOTE: 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR _ -� C04 IN COMPLIANCE WITH LOCAL CODE DOOR SCHEDULE NEW 2-HR FIRE RATED O2 I. WALL BOARD r- WOOD FRAME (L.G. STL. NEW PLUMBING WALL I.I. INSTALL MOISTURE RE51STANT 6YP5UM BOARD IN WINDOW NOTE: 0 O N z O WHEN APPLICABLE) ALL BATHROOMS 12 I. ALL NEW WINDOWS b DOORS SHALL BE ANDERSEN DOOR MATERIAL d - Ln Y 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND CASEMENT, DOUBLE-HUNG,OR GLIDING (AS NOTED). •� r-- TUB SURROUNDS INSTALL AS PER MANU. SPEC.'S. -- FIRE RATING T x U 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; TAG DESCRIPTION MANUFACTURER p -� 45 MIN. RATED NOTES O O ��-+-+ N SEE DESIGNATIONS WINDOW SCHEDULE. p Q N O O C4 NEW PLUMBING FIXTURES: 3.FOR SUBSTITUTIONS, SEE NOTE #q IN "GLA55 WINDOWS WIDTH HEIGHT p H SELF-CLOSING -c O m J O3 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. AND DOORS" ON PAGE 6-002. 3: IU 4-J N L0 SEE AL50 PLUMBING GENERAL NOTES ON PAGE 6-002. 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. Q O a O IL 4" FRESH AIR VENT 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH BASEMENT J 1`THROU SH ROOF I. NEW FINISHED FLOOR PER H.O. SELECTION APPLIED TO NEW FLOOR: 6.IN GENERAL, TEMP. &L. SHALL BE PROVIDED: I O 6.1. FOR ALL SKYLIGHTS 4 OPERABLE PANELS OF F I EXISTING CONCRETE SLAB. CC TO INSTALL AS PER SWINGING, SLIDING, 6 BIFOLD DOORS 501 SINGLE SWING JELDWEN OR EQ 3'-O" 6'-8" Q i MANUF. SPEC IFICATIONS. 6.2. WITHIN OF F.F. 6.3. WITHIN 244" OF A DOOR 602 DOUBLE SWING JELDWEN OR EQ tv- u J 6.4. WITHIN STAIRWAYS d WITHIN 56" OF A LANDING : NEW CEILING: 6.5. WITHIN TUB/SHOWER ENCLOSURES 505 SINGLE SWING JELDWEN OR EQ 2-6 6-8 • ❑�� O5 I. 60 TO MODIFY, PATCH, REPAIR, AND PAINT EXISTING 6.6. SEE ALSO GENERAL NOTES ON PAGE 6-002 B04 SINGLE SWING JELDWEN OR EQ 3'-0" 6'-v, CWB CEILING AS REQUIRED. "I. SEE PACE 6-005 FOR FRAMING ELEMENTS AROUND 2.CG TO PROVIDE ACCESS PANELS IN CEILING AS WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM 505 SINGLE SWING JELDWEN OR EQ 3'-01, REQUIRED. (2)DON HEADER U.O.N. Bob SINGLE SWING JELDWEN OR EQ 2'-4" 6'-5" 1 -�J IF 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER IY FURRED WALL: NYS R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS B0'1 SINGLE SWING IF JELDWEN OR EQ 2'-6" 6'-8" �� PROVIDE "ABESCO FF200 FR O I. 6G TO PROVIDE NEW FURRED WALL CONSTRUCTION AT LE55 THAN 24" ABOVE F.F., THAT ARE MORE THAN 12" U EXPANDING FOAM" (OR EQUAL) FOUNDATION WALL WHERE REQUIRED. R-I5 MIN ABOVE GRADE OR THE ADJACENT SURFACE AT THE IL Q AT ALL PENETRATIONS IN FIRE INSULATION PROVIDED AT WALL. BUILDIN6 EXTERIOR. n , z RATED WALLS AND M 3 FLOORS/CEILIN65. PRODUCT EXISTING SANITARY PIPING AGAINST WALL EGRESS NOTE: ..}J 1 1 CONFORMS TO ASTM E &14, O IN COMPLIANCE WITH NEW YORK STATE BUILDIN6 ASTM E ,54, AND UL 14-41 GODS, SECTION R310.2.1;THE FOLLOWING MEANS OF OHEAT PUMP CONDENSERS: EGRESS SHALL BE FOLLOWED: + I. PROVIDE (1) NEW 2-TON HEAT PUMP CONDENSER BY "600DMAN" OR APPROVED EQUAL. NET CLEAR OPENINO........... 51 S.F. 2.INSTALL AS PER MANUFACTURER SPECS. NET CLEAR HEIGHT............... 24" MINIMUM v 3.INSTALL UPON LEVEL 6ROUND 6 PROVIDE GROUND NET CLEAR WIDTH................. 20" MINIMUM SURFACE (GONG. PAD OR OTHER) w/WEIGHT RATING SUFFICIENT TO ACCOMMODATE 6RO55 WEICHT OF EGRESS WINDOW WELL: CONDENSER. 13 PROVIDE NEW EGRESS WINDOW WELL 6 COVER BY NOTE: 4.ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY GAS "ROGKWELL;ROCKWELL 66 CRAY SERIES" 66"W.X84"H. ALL PLUMBING WORK APPLIANCE, AND AT LEAST V FROM WINDOWS/DOORS OR EQUIVALENT. INSTALL AS PER MAN. SPECS. SHALL CONFORM TO WHENEVER POSSIBLE. W LOCAL PLUMBING CODE WALL AND DOOR DEMO: p HYDRONIG AIR HANDLER: 14 EXISTING WALLS AND DOORS SHOWN DASHED TO BE ❑ ❑ Q REMOVED IL J O I. PROVIDE (1) NEW HYDRONIG AIR HANDLE") BY 3 "600DMAN" OR APPROVED EQUAL GWB SOFFIT AROUND EXISTING DROPPED BEAMS 2.INSTALL AIR HANDLER UNIT IN MECHANICAL ROOM 15 PROVIDE FINISH AROUND EX. BEAMS. ALIGN EDGE OF EXIST. F.A.I. TO 3.PROVIDE AIR DISTRIBUTION To HABITABLE SPACES CEILING WITH EDGE OF WALLS IL REMAIN THROUGH WALLS OR CEILING 4.INSTALLER TO PROVIDE BLOCKING, PIPING, AND ELECTRICAL AS REQUIRED FOR MOUNTING AND INSTALLATION. G.O. 5. HANDLER SIZING (TONNAGE) SHALL BE SELECTED PER -O" G.O. REQUIREMENTS OF A/C 6 HEATING SYSTEM (SEE THERM05TAT FOR ZONE DESIGNATION). G.O. 6.PROVIDE FRESH AIR INTAKE ON RETURN 51DE OF DUCTS. FRESH AIR INTAKE SHALL HAVE MOTORIZED DAMPER RECREATION 13:: 4 4" HOUSE AREA ___ ____ MAIN DRAIN �. 1714 LL OUTDOOR GONG PAD SETBACK CONTROLS. UNDER ®U I T1 OO ❑ G.O. r - _ WETBAR`W,' �FRID6EJ z 1O THERMOSTAT: 2"r� I I 2 I 21 4" I. PROVIDE THERMOSTAT FOR 2 ZONES: 3 I I? Y 1 SINK 2"I 1 1 1 PROP. - ZONE 1: BEDR RECREATION AREAtu Uj� 6 p` 2 ►n 1 2 1 1 BATHROOM i2 1 1 2. CONSULT WITH HOME OWNER FOR THERMOSTAT +�, QO BATHROOM w 7,� LOCATIONS. 14 I I W H.O. TO SELECT MODEL; INSTALL AS PER MANUF. SPECS BO( 50b S.F. ISHOWER 14 1 O aQ a I I I W ,0 0 E.EGT /;K u� Z W Q 0 � O � st, Z O b, RECREATION AREA ( o FINISHED 6 HEATED I 15 uNj w 1,15.7 S.F. I EXIST 2 C7 PLUMB I NO RISER - 17)R-A I N / NA57E / VENT 8'-4" GLG. z to }, HGHT. 0 - _ - _ _ Q Z SCALE: NT5 b'' - EXIST. � H Q SM/CO 3-0 O Z a U 3; ELEG FIREPLACE _ G 05ET �i N N U 6, G OSET in 10 18.3 S.F. (ppV .D � N L.4 1305 B04 BO3 T - - �- - - - - - - - - - -°I = - -- I 13 I PROJECT: 21-4y2 NEW)G ' V BEDROOM O COSTELLO EX.FI T. O I O `� 14 FL.FLU) . • 24o S.F. o , , SM/GO V-4" GLG. RENOVATION / HGHT. ' NQI€ '� \ p ALL PLUMBING WORK �� \` MECH. ROOM T w SHALL CONFORM TO U1 LOCAL PLUMBING CODE945 ROYALTON ROW \ � INSUL TED WALL IN FRONT OF EXISTING SANITARY PIPING MATTITUCK, NY 11952 LA ` r FtzoP. 11L A.H. j - DRAWING TITLE: `� ---`- o NATURAL LIGHT t VENTILATION LEGEND STORAGE `� ,' - (HABITABLE SPACE) PROPOSED CONSTRUCTION PLANS UNFINISHED 4'• I I H------{ HOT QKATER UNHEATED �� ? FLOOR AREA 240 S.F. DWV/ WATER SUPPLY RISER 145 S.F. O GOLD WATER REQ. S.F. PROV. .._.._.. SUPPLY I I LIGHTING;MIN. 5% r! OF FLOOR AREA Iq.2 S.F. 20.0 S.F. ❑ I PROVIDE "ABESGO FF200 FR II'-2" VENTILATION;NOT PAGE: IL EXPANDING FOAM" (OR EQUAL) LESS THAN 45% OF Sb S.F. I&& S.F. CONNECT TO AT ALL PENETRATIONS IN FIRE • • MIN. G AREA RATED WALLS AND EXIST. WATER REQUIRIR ED A-101mol SUPPLY SYSTEM FLOORS/GEILIN65. PRODUCT CONFORMS TO ASTM E 514, ______ __ - _ _ __ _ __--------- ASTM E 84, AND UL 14141 _.._.._.._..Z.._.-_.._..r - - -. ._ �1- .._.._..-. _.._.._.._.._.. ❑ ❑ ❑ DATE: 02/09/26 3 OF 3 REG. I I PROP. I I • AREA I I� 1 BATHRM 1 1v I MEGH RM _ _ I I I I iv 1 liv j I I TO STREET cull = WATER MAIN z \04I -KI +I SINK 1 IU � I 1 �• - -�•� -. w ill jry � j I W .U it` SHOWER w A - FL.UM131 NO R15ER - SUPPLY FROFOSE17) BASEMENT OONSTRUGTI ON PLAN SCALE: NT5 SCALE: 1/4" = P-O" u ► I