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HomeMy WebLinkAbout52023-Z ofsouryo TOWN OF SOUTHOLD BUILDING DEPARTMENT • �� TOWN CLERK'S OFFICE couliv. a SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 52023 Date: 06/23/2025 Permission is hereby granted to: Glendon Homer 2740 Main Bayview Rd Southold, NY 11971 To: demolish (as perTown Code definition) and reconstruct an existing single-family dwelling as applied for per SCHD approval. Premises Located at: 2850 Main Bayview Rd, Southold, NY 11971 SCTM#75:4-22.3 Pursuant to application dated 04/04/2025 and approved by the Building Inspector. To expire on 06/23/2027. Contractors: N®—r I S- V' if Required Inspections: Fees: Single Family Dwelling- Addition &Alteration $3,130.00 CO-RES ENTIAL $100.00 Total $3,230.00 ---------- ----------- Building Inspector FIELD INSPECTION REPORT I DATE COMMENTS ----------- C) FOUNDATION (1ST) - ------------------------------------- ------- ----------....... --------- FOUNDATION (2ND) ------- ------ O cn ROUGH FRAMING & PLUMBING ............... - ------ INSULATION PER N. Y. -------- STATE ENERGY CODE —-----—--------- ----- ------------- ------------------ ------------------ FINAL J rr, ADDITIONAL COWONTS ........... ------ 0 -- rn -------------- ------ .... ............. ------ ............ Docusign EnvelopedD:C84E74D6-FDC8-47DC-B38E-D8DA03E46DF9 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 littl)s://www.southoldtoniu- gov Date Received APPLICATION FOR BUILDING PERMIT a S For Office Use Only o Q 2025 PERMIT NO. ,3 Building Inspector: hmgflt s®utbold om �AppTlcatrons and forms must befllied out,in their:entlretyinca ,plete q®�� applications will not be accepted z«Where., Applicant is not the owner,an Owner's Authorization farm(Page`2)shall be completed: Date:4/2/25 OWNER(5)pO ,PROPERTY ' Name:GLEN AND MINDY HOMER SCTM# 1000-75-4-22.3 ProjectAddress:2850 MAIN BAYVIEW RD SOUTHOLD NY 11971 Phone#:3347-782-3033 Email:glenh019 yahoo.Com MailingAddress:2850 MAIN BAYVIEW RD SOUTHOLD NY 11971 COIVTACT..PERWN Name:KATHERINE SAMUELS MailingAddress:25235 MAIN ROAD CUTCHOGUE NY 11935 Phone#:631-734-6405 Email:KATE@SAMUELSANDSTEELMAN.COM DESIGN PROFESSIONAi:.INFOIi1VIATIQN Name:ABOVE Mailing Address: Phone#: Email: CONTRACT OR INFORIVIiTION Name:TBD Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CEaNSTRUCTIpN T ❑New Structure MAddition RAlteration El Repair Obemolition Estimated Cost of Project: ❑Other $1,300,0000 Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes BNo 1 Docusign Envelope ID:C84E74D6-FDC8-47DC-B38E-D8DA03E46DF9 3 4d PROPERTY 11 FORMATION Existing use of property: RESIDENTIAL Intended use of property: RESIDENTIAL Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R7-4D this property? Dyes BNo IF YES, PROVIDE A COPY. ❑-CheClt�C+x After Reading The owner/contractor/design profess►anai is responsible for all drainage andAstorm water issues as provided by ?own Code ;APP,LICATION 15 HEt2�BY MADE to the.Buildmg Department for the issaance of a Bu�lclmg Permit pursuant to the Building Zone Chapter 236 o€the Ordinance of the Town of Southold,Suffolk,County,New York and other applrcabte La�nis,Ordinances or Regulations;for the construction of buqdings, additions;'alterationsgdor removal or demolitton:as herein,described:The applicant agrees to compiy with',all applicable laws,ordinances,buiti7mg code;' housing code and regulations and to admit authorized inspectors on p"remises and in buildmg(sj for necessary inspections False statements made herein are punishable as`a Class"is nor pursuant:to Section 210 45 of the New York State Penal Y Application Submitted By(print name): KATH E R I N E SAM U E LS RAuthorized Agent El Owner Signature of Applicant _ _ Dater. V^~..... ,.�.. ... STATE OF NEW YORK) SS. COUNTY OF SL4-rb1 ) KocR-ce,i ne- Sam ac s being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the (Contrac �rr,Agent, rporate Officer,etc.) of said owner or owners,and is duly authorized r 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 th , day of Atwi 1 20 A-J y Public TRAI^EY L. wYER NOTARY PUBIC,STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION NO.0jDwsaos9o0 014§VFIED IN SUFFOLK COUNTY (Where the applicant is not the owner) COML418SION E;(PIRCSJUNE 30, I, 1 n(C—A 0A� residing at ? �JU IM 6yarl � 1 do hereby authorize "! y to apply on my behalf toIR hold Building Department for approval as described herein. 3/31/2025 Owner's Signature Date Glen Homer Print Owner's Name 2 _I °SUFFQ IF O�][�.l��IWA\TIEIK Albert J. Krupski, Jr. ,� �: SUPERVISOR ' r z 1\ \\�AW IENHENT SOUTHOLD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971 '0� - APRTorpy� of Southold 8 2025 CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) I� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) I'i NAME: V e&&N1e; Date: 1 (Print) I (Signature) �I Contact Information: lid (G-Mail&Telephone Number) s� ` , n Property Address / Location of Construction Site: it , G m6TA\1 M-V1y�r� S.C.T.M. #: 1000 Sc�um+ol District % VI/ 1lJ � Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Area of Disturbance is less than 1 Acre. No S.P.D.E.S. Permit is Required ! �! ❑ - Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Required ! ❑ - Area of Disturbance is Greater than 1 Acre& Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit I DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit. ❑ - Area of Disturbance is Greater than I Acre& Storm-water Runoff Flows Through Southold j Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit through the Southold Town Engineering Department j Prior to Issuance of a Building Permit. 'i I; Reviewed By: � M/"""�� �?�/l.� Date: FORM # SMCP-TOS December 2024 SAMUELS+ STEELMAN kateCabsa m uel sa n d stee I m a n.com 631-734-6405 Samuelsandsteelman.com 6/12/25 Town of Southold Building Depart. Town Hall Annex Building Dear Building department official, 54375 Route 25 PO Box 1179 We are resubmitting our permit for 2870 Main Bayview per comments Southold, NY 11971 with your office. 1. It appears this project will be deemed a demolition due to the extent of work. This will not require any additional approvals as the house is complying with all zoning requirements and has received SCHD approval. Please confirm that you agree this should be written as a demo/new construction. 1. This is confirmed by our office. 2. Provide the original SCHD approval (copy is in plans but still need original format) 1. Please see attached. 3. The generator will require a separate submission 1. Note included on site plan showing for separate application. 4. Revise plumbing riser diagram---2 dishwashers and additional sink in bath 203 are missing 1. Revised 5. Label the finished area in the basement---rec room? 1. We have decided to leave unfinished due to cost reasons. I have updated the plans to show as unfinished space. 6. The finished area in basement needs separate form of egress 1. Updated to show as unfinished space. 7. Provide all ledger board details for all decks and landings 1. See details on 700.01 North Fork 25234 Main Road Cutchogue,NY 11935 Brooklyn 67 West Street,603 Brooklyn, NY 11222 SAMUELS+ STEELMAN kate0sam uelsandstee Im an.com 631-734-6405 Samuelsandsteelman.com 1. See updated 100.01 9. Fire-rated self-closing door required from garage to house 1. See updated door schedule and plan 10. No cooking appliances permitted in den wet bar area 1. Confirm, none proposed. 11. Landing is required for steps to basement since door opens over stairs 1. Updated graphics to show stair is above door to second floor on A-101.01 12. 3'clearance is required for the landing outside of ED-16 near entryway 1. Confirmed updated A-101.01 13. Tempered glazing required on windows located within stairwells and above tub in master bathroom—add to window schedule 1. Added to window schedule. 14. Indicate which windows meet egress in window schedule 1. Added to window schedule 15. Floor R-values are not indicated on the ResCheck 1. Added see A-700.01 Kate Samuels. RA.. Samuels and Steelman Architects, PLLC S. Landing is required at door D51 in walkway North Fork 25234 Main Road Cutchogue, NY 11935 Brooklyn 67 West Street,603 Brooklyn, NY 11222 SAMUELS+ STEELMAN kate0samuelsandsteelman.com 631-734-6405 Samuelsandsteelman.com 10/4/25 Town of Southold Building Depart. Town Hall Annex Building 54375 Route 25 PO Box 1179 Southold, NY 11971 Dear Building department official, We are submitting our application for 2850 Main Bayvlew, Southold. We have received the SCHD approval for a new septic system. See attached SCHD permit, application, 4 drawing sets, and stormwater plan. Please don't hesitate to reach out to Kate Samuels regarding the project at kateSsamuelsandsteelman.com.Thank you, Kate Samuels, RA Samuels and Steelman Architects, PLLC North Fork 25234 Main Road Cutchogue, NY 11935 Brooklyn 67 West Street,603 Brooklyn,NY 11222 ELECTRICAL INSPECTION REQUIRED APP 0 ED AS NOTED 3 - DA �.P.0 " # PL`UN1B A. FEE By.. NOTIFY BUILDING DEPARTMENT AT T b NG`B RE COV.•ERIN& 631 765.1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED PLUMBER:C&TIJrICATJ(, FOR POURED CONCRETE ON L&w� N ENr BEFOf 2. ROUGH-FRAMING&PLUMBING &ERTIFIGATE 0 OCCUPW 3. INSULATION SOtDER USED-IN OTEF 4. FINAL-CONSTRUCTION MUST SUPPCY . YSTEM"CANN' BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE EXCEED 2/fa"'OF 1% I r REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTON ERRORS TRUSS PLACARDING REQUIRED COMPLY WITH ALL CODES OF Provide windborne debris NEW YORK STATE &TOWN CODES protection for new exterior AS REQUIRED AND CONDITIONS OF glazing on buildings as per ---- -.S6R6tB-fi6M-PLNNING BOARD NYS Code. f T STEES Blower door r � and ductwork SCHD testing required. Must provide Manuals D,3 and S as per OCCUPANCY OR NYS Energy Code USE 1S UNLAWFUL All exterior liglibrig ,'MTHOUT CERTIFICAT installed,replaced or OCCUPANCY repaired shall conform to Chapter 172 of the Town Code RETAIN STORM WAM NOO PURSUANT TO CHAPTER236 OF;THE TOWN BODE. Mechanical Ventilation New York State Law system shall be required You Must Call 811 per NYS Energy Code Before You Dig 0 _IlessouftldY m EXISTING 2-STORY 1119.9 FT 2 RESIDENCE TO BE RENOVATED �� r WITH A 1204.5 IFT FAMILY ROOM, BEDROOM & GARAGE ADDITION .� Qo 4 BEDROOMS TOTAL " FINISHED FLOOR ELEVATION 15.0 0 H�ACH EL. ±12.5 PROPOSED FIRST FLOOR FOOTPRINT: 2324.4 FT 2 LOT 2Y& THAN u R.`n�� "�°�s en€��y,;g" n , W 0.0 N AM ER Few, pN „P�, „�<w U) DARK BROWN ° ►F' C Mt . � 0 Z , N N M LOAM EXISTING SEPTIC SYSTEM TO BE ABANDONED LOT 19 CAgtETRUST t n b, � 0 Z OL 1.0' AS PER SCDHS REGULATIONS SpNREvp 17 1 " r. m BROWN 11.1-1AM ATNpMP � �° ' �.;,.>-� ,.,:p�.��, � � � SILTY SAND NIF'. W po 0 WATER `o �,n,,. u. IW— © H D M <C <t Q cn 2 :' 0 0 2.5' ° 5h� �'1 t o � w z PALE BROWN c� 0 w OZ: X W O FINE SAND � /� �' 1� w -' ¢ w w � �cJ LOB 18 16 I U � O~ 0 w HIGHEST EXPECTED G.W. EL. ±3.0 SP 9.6' ��� VACANT z 0- CO M W 0 � O G.W. E ��C2,�a ° ' '''� W _ 15 W ALL SITE DATA SUPPLIED KEN WOYCHUCK SURVEYING, tWi) 0 U) v� t?��} �/ f t w APEQUOGUE N.Y. } } <C } 0XpA t7 �� LOT 17 ° 7 r t a LOT 1 BAYVIEW SOUTH HARBOR PARTERNSHIP _ � S gy+C�� ET pECpNC��i�;S / RP`IE� � FILED NOVEMBER 2ND 1994, NO. 9594 �, ,r, LO ,r, SCTM 1000-75-4-22.3 /217, 808.44SF / 5.0 ACRES �' �' N (" WATER IN ��`CJ` `��`'1 RNA& ANCY EAR Ag �" 16 ; �' � N r (PALE BROWN Q FINE SAND �� �30 NIF.M P� 0C WAT s . '' FL l 15.3 16 �. t ELEVATIONS NAVD 198$ DATUM M a) N <t CJ ��^ �,,'� F BARN �� ,-` ✓" r 14 0 0 0 o C� SSLFFCI COUNTY DEPARTMENT C ' fIIA II �I �VICI TE 0TA ro w r 111° YOR A PROVAT,OF CONS? UCTJON FOR A NO SCALE VACANT �-r 'f , (GRAVELY /.- ' k �` RNE�►v 5t x < Q . ING.1 .E AIMr RESH)s IF NXoo TEST HOLE PERFORMED BY McDONALD GEOSCIENCE 06.19.24 r ° 1 / D 3/20/2025 E R-25-0077 �5 --- ...__...... z ct APPROVED 1-O� A 5 _ PROPOSE r w y SE1r ACKRpY 15 ' r~ / �S 'GARAGE \ G. / V i*0R I'bi,� XIN11jl ", 6 �I D���}Oi�1��9 l✓J NA ° ��� '—'� 1�� E.�PIR.ES TREE YEARS FROM DATE O APPROVAL � !F.ppN WATER f. y" ._ �. '� o �1,� N N pUg1-lC -' t. , n sm �0��� ti 0 to ° NEW CA6ANA Design Professional's Certification Required. 370 Si "CA j AD v 1 `tU EN TAN pIS S �,,'' ���- T' L F Ain `�� Submit P.E. or R.A. Certificatian For C vATI 2 � #za5o 0 JEFFER . t A Dw (ussG The Installation and Construction of the Sewage Disposal System � 0 .+ .\ NIF'. �,vgL1C W ATER Fo_ 15 4 y �. • 1 / r �` v j 13 i Use Form WWIVI-073 = �00 E FROFOSEU \ FIF.ST FLIP `�.._.,�-_'__i� - r .m.... �...,...� .�,.. _...._.. ® W CU \\` INGROUNLI Y `T,r _ / !` FOOL '.` .r"_.".- �`/j .✓ -EG ._»-... .�,� TEST Abandonment of the existing sanitary system must be in � I.OT 13 � � °� \ i vERE c; r-:-G- / HOLE conformance with the Department's; requirements. AT1C3 ' QAT4o `;::... r gR1AN ��,/ 12 o Submit completed form WWM-0,80 a proof PUg-1c,WATER ��� 2���+0 \ �� 1CIO 0 22 J `y� 1 c ::> \ �4�'� / �J�_ �? 1 \ _y��- ���JJJ EXISTING DRY 1 2 STORY BARN TO REMAIN SET ON A SLAB �~ r FFE: 15.3/ FIRST FLOOR GRADE LOOR FOOTPRINT: 1769 FT2 �. PROPOSED (2) 8' O x 4' DEEP DRY WELL \ \ FOR CABANA ROOF RUNOFF AND SWIMMING POOL BACKWASH .' YO gtA&p 113 PROPOSED 1-STORY POOL CABANA /`,,,T 8g� N101' E I TSET ON A SLAB ON GRADE ` ' S ) (q6 / • �, ° FFE: 15.0 / FIRST FLOOR FOOTPRINT: 390 FT2 00 PR o ° NION COVERED OUTDOOR SINK PIPED TO DRY WELL 5 l.Pl�tt31�lIF OF ER � PROPOSED 3 8' O x 6 DEEP DRY WELL t p0t4 v{OM ° ( ) l \ GUE.1� WATER 1 ° FOR ROOF RUNOFF DRAINAGE ° pugL�C n t b h RUc�.T t PROPOSED HYDRO ACTION AN600 TREATMENT TANK- ° IC LAN® � AREA SUITABLE FOR UP TO 6 BEDROOMS (660 GPD) o O „P�CQN AS WIT t WITH LOCKING COVERS CONTROL PANEL H FO ERADE 0 ° VAT10N E t VENT WITH CARBON FILTER ANDICE HYDRO ACTION ° CQN'ER HP80 COMPRESSOR TO BE INSTALLED WITHIN W z VIEW OF TREATMENT TANK >_ t w/4- 4' DEEP LEACHING GALLEYS m = W of +2 EXPANSION GALLEYS Z = 5 O 01F LAND NIF SANITARY SITE PLAN00 E N SCALE = 1:30 U < ° 30' 0' 30' 60' t EXISTING UTILITIES ► �, �� Q �n TO BE REMOVED ° J U N 12 2025 ° t DRAWN BY: KM rr � �5' o *ENGINEERS CERTIFICATION IS REQUIRED FOR ALL IAO TS INSTALLATIO 45:"THE° ' f't DATE: 11.07.24 DESIGN ENGINEER MUST BE CONTACTED WHEN THE BOARD OF HEALTH/ WASTE SCALE: AS NOTED ' WATER A AGE E T INSPECTOR IS CONTACTED FOR INSPECTION. ALL SEPTIC t SHEET AND LEACHING FIELD COMPONENTS MUST BE VISIBLE. CALL 631-728-9480 LAND N/F OF R05 *NOTE: A MAINTENANCE CONTRACT & CONTINUOUS MAINTENANCE IS REQUIRED ' E THE DAY AWAY LLC - / — — —, — — — --- _ _ ....._,,,_ _ — FOR THE PROPER FUNCTIONING OF ALL IlA TREATMENT TANKS OF 2 SHEETS 308, 1 Southold APPLICABLE I/A-OWTS SYSTEM GENERAL SPECIFICATIONS: 1. THE INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO CHAPTER 563 ARTICLE VII (SEPTIC INDUSTRY BUSINESSES) AND ENDORSEMENT J (INNOVATIVE AND ALTERNATIVE TREATMENT SYSTEM INSTALLER THROUGH W THE SUFFOLK COUNTY DEPARTMENT OF LABOR, LICENSING AND CONSUMER AFFAIRS, PURSUANT TO SUFFOLK COUNTY CODE k' � ¶ 563-79(11}(J). THE DEPARTMENT OF LABOR, LICENSING AIND CONSUMER AFFAIRS MAINTAINS A LIST OF LICENSED I/A OWTS i'-upta7hSa:�Fina:�i-c:nn � Lo ', t \ ��� MAINTENANCE PROVIDERS. h M 0 00 2. ALL I/A OWTS MUST BE REGISTERED WITH THE DEPARTMENT IN ACCORDANCE WITH ARTICLE 19 OF THE SUFFOLK COUNTY co CLEAN OUT TO GRADE CODE PRIOR TO THE DEPARTMENT GRANTING CERTIFICATION OF COMPLETED CONSTRUCTION ON "AS BUILT" PLANS. - lll ` ".,,.., W p W Cn AT FACE OF BUILDING , �Z 3. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND PROPERTY OWNER ""� E— Z I- Z) } r r \ J MUST BE SUBMITTED TO THE DEPARTMENT PRIOR TO THE:APPROVAL OF THE I/A OWTS REGISTRATION BY THE DEPARTMENT Q Q Q u) ,r ;' " .1 "• °� y PROVIDE HATCH IN DECK , -- /' ' \ j ✓ i 1 IN ACCORDANCE WITH ARTICLE 19 OF THE SUFFOLK COUNTY SANITARY CODE. 4. ALL INSTALLED I/A OWTS ARE REQUIRED TO HAVE AN INITIAL 3-YEAR WARRANTY AND OPERATION/MAINTENANCE SERVICE Z W Z W CONTRACT. 5. INSTALLATION AND USE OF THE I/A OWTS MUST CONFORM TO THE DEPARTMENT'S APPROVED I/A OWTS GUIDANCE L N n {f ?j' DOCUMENT PREPARED IN ACCORDANCE WITH THE STANDARDS FOR "APPROVAL AND MANAGEMENT OF INNOVATIVE AND ALTERNATIVE ONSITE WASTEWATER TREATMENT SYSTEMS."THESE STANDARDS COVER VENTING AS FOLLOWS: Q Q 0 Q W ' :�, CONTROL PANEL WITH GFI SERVICE OUTLET "WHEN AN I/A OWTS REQUIRES A VENT, THE UNIT SHALL BIE VENTED TO THE ROOF OF THE RESIDENCE BEING SERVED. VENT ® W p p Z r °_ PIPES SHALL EXTEND A MINIMUM OF 6" ABOVE THE ROOF LINE AND THE TOP OF THE VENT SHALL HAVE A MINIMUM w > W = d "C`' (� 8 M VENT WITH CARBON FILTER AND HYDRO ACTION HORIZONTAL SEPARATION OF 12" TO THE SLOPED PORTION OF THE ROOF. IN CASES WHERE IT IS NOT PRACTICAL TO VENT ALL SITE DATA SUPPLIED KEN WOYCHUCK SURVEYING, W O c_n _j u_y .1 0 C7 HP8000MPRESSOR TO BE INSTALLED WITHIN THE SYSTEM TO THE RESIDENCE ROOF, A VENT PIPE MAY BE PIPED TO THE EXTERIOR SIDE OF THE RESIDENCE AND APEQUOGUE N.Y. > 2E > 4 > TERMINATES A MINIMUM OF 18" ABOVE GRADE. THESE VENNT PIPES SHALL BE LOCATED A MINIMUM OF T FROM ANY WINDOW W W W W w o\N �, -� VIEW OF TREATMENT TANK OR DOORWAY AND MUST TERMINATE WITH A CARBON FILTER DEVICE. ALL VENT PIPES MUST HAVE MINIMUM DIAMETER OF 2". LOT 1 BAYVIEW SOUTH HARBOR PARTERNSHIP � � � _ � FILED NOVEMBER 2ND 1994, NO. 9594 Lo Lo Lo Ln 6. GARBAGE GRINDERS SHALL NOT BE PERMITTED WHEN AN 1/A OWTS IS UTILIZED AS A MEANS OF SEWAGE DISPOSAL. IN SCTM#l000-75-4-22.3 /217, 808.44SF / 5.0 ACRES N N N N �- -� - ADDITION, WATER SOFTENERS SHALL NOT DISCHARGE INTO AN I/A OWTS. r' `- W ELEVATIONS NAVD 1988 DATUMH- , co M CN f Q ) 7. A CONTROL PANEL BOX MUST BE PLACED OUTSIDE NEAR AND WITHIN VIEW OF EACH STRUCTURE THAT IT SERVES. THIS C3 O d o Q J 18-6?1 !/ ) - - �� MUST PROVIDE A WARNING SYSTEM WHICH WILL ACTIVATE AUDIBLE AND VISIBLE ALARMS THAT CAN BE READILY SEEN AND '-- ' HEARD BY THE OCCUPANTS OF THE BUILDING SERVED. THE DEPARTMENT RECOMMENDS A TELEMETRY DEVICE BE INSTALLED 21 _- I TO TRANSMIT IMMEDIATE REMOTE ALARM NOTIFICATION TO THE O&M PROVIDER NAMED IN THE O&M AGREEMENT. A GFI r i OUTLET MUST ALSO BE PROVIDED NEAR THE CONTROL PANEL TO PROVIDE POWER FOR MAINTENANCE AND TESTING L I EG I n EQUIPMENT. USE A DEDICATED 120 VOLT AC, 20 AMP, SINGLE-PHASE CIRCUIT BREAKER IN THE MAIN ELECTRICAL PANEL FOR :::L'C :::. ► J ��1 SERVICE TO THE FUJICLEAN CONTROL CENTER. �13'-11" :..•. •�'� l � TEST 17' � I 8. THE MAC BLOWER REQUIRED FOR THIS INSTALLATION MUST BE INSTALLED ON A CONCRETE BASE. ENSURE ADEQUATE 4' l i VENTILATION, AND PROTECT AGAINST SUNLIGHT. UNIT MUST BE HARD-WIRED TO A DEDICATED 15 AMP BREAKER IN THE_EG II N. HOLE CONTROL PANEL ALL UNDERGROUND WRING TO BE INSIDE CONDUIT. EE AP'i -TACHRAE1 � •' :• ; k ~� �' -� - 9. INSTALL I/A OWTS TANKS ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. ALL APPLICABLE RECOMMENDATIONS ` ` _/ I /j_ PROVIDED BY THE MANUFACTURER SHALL BE IMPLEMENTED. THERMOPLASTIC RISER COVERS WEIGHING LESS THAN 60 LBS. �} SHALL HAVE A SECONDARY COVER OR SUPPORT DEVICE INSTALLED BENEATH THEM 10 ! v / 1,• ... ..... ` ..mm. �- GJ GJ` (.� 10. THIS I/A OWTS, HAVING BEEN APPROVED BY SUFFOLKAV �COUNTY FOR PROVISIONAL USE, IS REQUIRED TO BE SAMPLED ------ WITH THE FREQUENCY REQUIRED BY ARTICLE 19 FOR PROVISIONAL 1 OR 2 USE. DURING THIS PERIOD THE MEAN ROLLING (� z �\ AVERAGE OF TOTAL NITROGEN IN THE EFFLUENT MUST BE =OR< 19 MG/L. _ 11. DETAILED INSTALLATION, OPERATION, AND MAINTENANCE REQUIREMENTS ARE TO BE FOUND IN ARTICLE 19 STANDARDS c FOR I/A OWTS SYSTEMS (12.29.17) SECTION 19-107. DETAIILED REGISTRATION REQUIREMENTS MAY BE FOUND IN THE SAME 05 DOCUMENT, SECTION 19-106. (� �\ 7 0 c: 00 O co tB N V SANITARY SITE PLAN ENLARGEMENTLl- SCALE = 1:10 pz�� M= 1 :2 10, 0' 10, 20' 3 Yo A 24"LOCKING POLYETHYLENE 1V-11 114" COVER TO GRADE -^ 24"LOCKING POLYETHYLENE COVER TO GRADE ACE OF BUILDING 'y'eyJ ` s VENT STACK---- •'d'•;• COMPACTED EMBEDMENT — tit CONTROL PANEL AND AIR PUMP MIN 16"X 16"X 4"DEEP 1 } IN POLYETHYLENE ENCLOSURE STOPPER OR END PLUG M �, — ON PRECAST CONCRETE PAD — _ 'Uf FLOOR SLAB OR STRUCTURE .. -SLATE OR OTHER - a / rSUITABLE COVER ENDc aTvaE RECIRCULATION ASSEMBLY m �� �� RECIRCULATION ASSEMBLY (• 'd IEVEI.ING DEVICES `r, c � �\ C>J p e 245 COMPLETE AN600 e��w�,Yi'• 245 COMPLETE AN600 PLC CONTROL *p• EC050-30-L-100-PLC �\\\ ;(.+ i,r \\\\ \\\\ \ PLAN vlEw HP810 COMPRESSOR \ \ \ \ \ ,d POLYETHYLENE OWTS INTERIOR XT.I% \ /rc \ \ �\ % r; GPAME 13 Lu 30'EL'OVl -80`4WE r.e r•.,�:nr \\� ;4'MAX1 LL.1 HYDROACTION TREATMENT TANK AN600- PLAN VIEW WASTE LINE �.�a. \�/, \\/ \ ; ¢ 0 r O lop wl-eT lr: 10 PI' NEETIE iG4 NTS EXISTING /\;\//\\\\\\/\\ I� SEPTIC TANK GROUND / / AIR HOSE AND :d SECTION ETONA F'8ED DE SAND oe PI A GRAVEI. ELECTRICAL SUPPLY LL w/SS NUT&WASHER OR APPROVED EQUAL � O MINIMUM 4"0 2'CAST IRON EXTENSION FROM FASTENER 3/8-16 x 3 J"AT HHCS 41 FOUNDATION BEFORE TRANSITION TO 4"0 JUNCTION BOX FOCUS DBS-97-JB TO TREATMENT UNIT ASTM D-3034 COMPLIANT SD WR 35 SE .-R PIPE PLASTIC DISTRIBUTION BOX ' scH7-206-c PLC CONTROL PANEL WITH AIR O CLEANOUT AT FACE OF BUILDING PVY DUF LOCKING CO ER'TO w1 HEAVY DUTY LOCKING COVER TO GRADE PUMP MAY BE MOUNTED ON w L0 PROVIDE POLYLOK 3008- UNIT OR REMOTELY. 00 WEST 24"FLAT COVERS&SAFETY GRATING • N PROVIDE P 3008- BUILDING MAIN FUJI GLEAN CONTROL wr_sT 24"FLATLAT COVERS&SAFETY GRATING ELECTRICAL PANEL PANEL MDDEL C CORE DRILL TANK AND INSTALL `"'FUJI NEMA 4X CONTROL PANEL, WATERTIGHT SEALED FLEXIBLE JOINT T VENT W/CARBON FILTER& 20 A.MP BREAKE� ---0 PUMP APPROVED BY THE MANUFACTURER TYP MAC10OR11 ELOWER MOUNTED ELECTRICAL SERVICE 120 VAC (NOT USED) WITHIN VIEW OF SEPTIC TANK LINE FROM STREET (-3-BOLTED REINFORCED POLY —E —E —E —E BREAKER ----- -- TB 1 15 AIMP BREAKER TB -- -O AIR INLE ~ - IOUTLET v p ACCESS COVERS TO GRADE BLOWER 4"PVC PIPE(SDR35),-- 4' PVC SDR35 TEE w/SOLIDS DEFLECTOR PREVENT UNAUTHORIZED ACCESS 15 AIMP BREAKER IF COVER WEIGHS LESS THAN 60 LBS HIGH WATER A SECONDARY SAFETY LID OR DEVICE SHALL BE INSTALLED ALARM FLOAT LEAN OUT TO GRADE INSIDE OWTS TANK AT FAt E OF BUILDING 2'OJ PLASTIC TEMPERATURE RATING OF FIELD __j F.F,E EL. 15.0 4'DEEP LEACHING GALLEYS INSTALLED CONDUCTORS MUST TO ALARM CIRCIUIT BREAKER B - - A 600 ATU w/PLATFORM COMPLETE DISTRIBUTION BOX w/2 EXPANSION GALLEYS PRETREATMENT TANK BE AT LEAST 140 DEG F(60 DEG C) FLOAT SWITCHI,PRESSURE GRADE 13.0 SWITCH,TEST/NO)RMAL/SILENCE IE 10 /-IE 10.4? TOP OF LEACHING GALLEY TERMINAL STRIPS AND GROUND LUG SWITCH __ _ � DRAWN BY: KM USE COPPER CONDUCTORS ONLY. Pv!N 114"IFI SLOPE o: bLU --.- ._----- ---------- ELEV. 11.0 1 IE 11 2 HYDR ACTIONNI MIN V8"r I. .. ., ., ,^ .� IE 10.8- O F 10 LEACHING AL EY ARRAY I o3.- IE 10.2-- I COUPLING-4"SC Ii 35 PVC SX 3'THICK BED OF COMPACTED DATE: 11.07.24 EXTERNAL COMPONENTS SAND.MAXIMUM TOLERANCE TB-CONTROL PANEL TERMINAL BLOCK 1 1 BOTT OF LEACHING GALLEY (COMPRESSOR AND/OR PUMPS) i OF ±•�' IN ANY DIRECTION ELEV 6.5 PROVIDED BY OTHERS AND MUST BE I SCALE: AS NOTED z DASHED LINES REPRESENT FIELD WIRING I ADHESIVE CARTRIDGE wt U.L.APPROVED THERMALLY i V#10 SELF TAPPING SCREW(PPH ZINC ALL PIPE:TO BE MINIMUM 4"0 ) �M�^IM� HIGHEST EXPECTED GROUNDWATER PROTECTED PUMPS I SHEET \ M ELEV.3 0 BRANCH CIRCUIT PROTECTION AND CONNECT GROUND LUG IN PANEL TO A � GROUNDING HYDROACTION TREATMENT TANK AN600- SECTION CLASS 2400 SEWER PIPE — MAIN DISGONECT PROVIDED BY SECURE EARTH GROUNID —_ 00 STANDARD HYDRAULIC LOAD 660 CPC? I/A OWTS PROFILE OTHERS AND MUST BE SIZED NTS ACCORDING TO PUMP/MOTOR WEIGHT OF EMPTY TANK 1100 LBS BACKFILLWITH CLEAN S MANUFACTURING SPECIFICATIONS WIRING DIAGRANA (� VERTICAL SCALE:$" = V-0" SAND AND GRAVEL NTS • °• AN600 245 NITROGEN REDUCTION SYSTEM DRA-N BY ADAVIS J• al''® DATE TRev PART# hydr Ct1Q ' 08/02/17 o HA-AN600 OF 2 SHEETS grvrn from fAe Rrannd up S0401d co v,0 EXISTING 2-STORY 1119.9 FT 2 RESIDENCE TO BE RENOVATED WITH A 1204.5 FT2 FAMILY ROOM, BEDROOM & GARAGE ADDITION V, 4 BEDROOMS 'TOTAL FINISHED FLOOR ELEVATION 15.0 2 O-T Nlnl�� EL. ±12.5 PROPOSED FIRST FLOOR FOOTPRINT: 2324.4 FT T,A W 0.0 pM'�& 0 91 U U) LO DARK BROWN C14 0 C� Z M Z 00 0 LOAM EXISTING SEPTIC SYSTEM TO BE ABANDONED �- OLIT- :) c� U) , 1.01 AS PER SCIDHS REGULATIONS Re\I0,3pIBk_ C6 0 OMPSO 0 AT WATER 0 C) BROWN \N1`L0p`tA W W SILTY SAND < < 0 U) F- M C) 2.5' _j z W z 0 < F- W 0 2: X z W z PALE BROWN 0 Lu 2 I— W :�i cr- FINE SAND !16 Li - W N W cr- LL! Z Z IL o- < 6) < co 0 W HIGHEST EXPECTED a co ::i < < W SID Li� R ca 0 Z G.\Af. EL. ±3.0 r.L D 0 W 0 9.6' z 0- W > W J �� ALL SITE DATA SUPPLIED KEN WOYCHUCK SURVEYING, (D 0 U)G.V\I. EL ±2.9 APEQUOGUE N.Y. < >Np N LO-V LOT 1 BAYVIEW SOUTH HARBOR PARTERNSHIP W W W W W 0 1 , \A0 FILED NOVEMBER 2ND 1994, NO. 9594 pJ�j ET c V) u u Lr) SCTM#1000-75-4-22.3 /217, 808.44SF / 5.0 ACRES CN N WATER IN ro T , r_� W A�N & 04c r- c,4 F- PALE BROWN tAA, \,NpJeR • ELEVATIONS NAVD 1988 DATUM C-) C-) cq < FINE SAND jv S30 11R AA 0 CD 0 0 0 I/A OWTO SID 17.0' HYDR`NAC�10,,� - \/ '' �: SUFFOLK COUNTY DEP.,,RTMENT OF I I FALTH SERVICF TEST HOLE W PERMIT FORAPPROVAL OF CONSTRUCTION' FOR A NO SCALE r,0 6? N� SINGLE, FAM11_.Y1ZE,Q,31)FNCF ON 15 1 Z4 TEST (HOLE PERFORMED c/) BY McDONAL.D GEOSCIENCE 06.19.24 15 (9 ZI co [.,,.S. 1 ,1; C,). R-25-0077 .1 T� ATE 3/20/2025 D AVON.& Z 0— LOT APP ROVED PROPOSE N� 6 • 'GARAGE T R N41 A X ITkvl U I X I'vi u cu Z PIC y,?,0"(0cA D5 USSE�_k_ �­ ,,� , Y)`Op FFL 0 15, &1p f DON `111"FF YFARS F'POM DATE OF APPR( VAT. c\NpjeK f'; ' ' - F_ P I R I F 0 (n <NEW 0) 2 >1 G BANA 05 3A 70 SF ,n Professional's Certifications Required. A4 TIN A-O*TgN 0401sk -1 1 1 \ Submit P.E. or R.A. Certificati(on For c: & NOR WATER ` PATI_ 2 SV 0 C_� T he lnstalEation and Construction of tho Sewago Dis,nn�,il System 4_4 Use Form WWM-073 U) C? 00 E INGROUND PROPOSED FIRS T FLR POOL CO cu U) 0 Aban onnient of the existing sanitary system mus' be in d L TEST HOLE conformance with thE., Dopg,Jrtrnent'`s requirements. W r%,00 oe Su!,)mit complf-1cd form V\rAW,080 as proof LL Io ry I(C J, < PUB— o C� ei r1q EXISTING DRY 1 2 STORY BARN TO REMAIN 01 SET ON A SLAB ON GRADE NNIIN. PROPOSED (2) 8' 0 x 4' DEEP DRY WELL FFE: 15.3/ FIRST FLOOR FOOTPRINT: 1769 FT1 FOR CABANA ROOF RUNOFF AND SWIMMING POOL BACKWASH V,AP, 01 (7, PROPOSED 1-STORY POOL CABANA T U) z _J M ki S SET ON A SLAB ON GRADE p-�QEE / TCH iz FFE: 15.0 FIRST FLOOR FOOTPRINT: 390 FT2 `:10 P� COVERED OUTDOOR SINK PIPED TO DRY WELL MON. $�°�51Q0' OF LP PROPOSED (3) 8' 0 x 6 DEEP DRY WELLGLE kAOMER FOR ROOF RUNOFF DRAINAGE J-gus'f PROPOSED HYDRO ACTION AN600 TREATMENT TANK- ONIC SAND -�_A SUITABLE FOR UP TO 6 BEDROOMS (660 GPD) C) "PECSEEN AV\ WITH LOCKING COVERS TO GRADE < vj eAS CONTROL PANEL WITH GFI SERVICE OUTLET, 0 ATION "f >� W CONS�Rv VENT WITH CARBON FILTER AND HYDRO ACTION 3: ;� AVMMF9& HP80 COMPRESSOR TO BE INSTALLED WITHIN W u VIEW OF TREATMENT TANK 5; d W >_ _j w/ 4- 4' DEEP LEACHING GALLEYS < 0 vj +2 EXPANSION GALLEYS N '< 0 E U) W c) NOF Y SITE PLAN 1L__MPS�\E,LaPLANp Ni �c 'es SANITSCALE = 1:30 u 3'0' ot 301 601 ------ EXISTING UTILITIES TO BE REMOVED DRA' BY: KM *ENGINEERS CERTIFICATION IS REQUIRED FOR ALL IAOWTS IN STALL A'TIONS. THE DATE:. 11.07.24 DESIGN ENGINEER MUST BE CONTACTED WHEN THE BOARD OF HEAL1rH1 WASTE SCALE: AS NOTED WATER MANAGEMENT INSPECTOR IS CONTACTED FOR INSPECTION. ALL SEPTIC SHEET IN AND LEACHING FIELD COMPONENTS MUST BE VISIBLE. CALL 631-728-91480 N 0 7003750" LAND N/F OF *NOTE: A MAINTENANCE CONTRACT & CONTINUOUS MAINTENANCE IS REQUIRED ROSE THE DAY AWAY LLC 41 _j FOR THE PROPER FUNCTIONING OF ALL I/A TREATMENT TANKS 308. 1 OF 2 SHEETS y co ., Southa7d Li -. J �' ,.•^' qq "- `; Igo, r<, �. �` �''\\ ,�••.• .. �.r.a µme,,...— �' ., APPLICABLE I/A-OWTS SYSTEM GENERAL SPECIFICATIONS: ` "' „\ �• - / 1. THE INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO CHAPTER 563 ARTICLE VII (SEPTIC � s INDUSTRY BUSINESSES) AND ENDORSEMENT J (INNOVATIV/E AND ALTERNATIVE TREATMENT SYSTEM INSTALLER) THROUGH vl"•r.. ,.•; �— <.c�. 11dF Oda e�}'•9e l"x:°4 :.^. ';, THE SUFFOLK COUNTY DEPARTMENT OF LABOR, LICENSING AND CONSUMER AFFAIRS, PURSUANT TO SUFFOLK COUNTY CODEs •e e,.� kla" W Pecbnc W tf) Ln 563-79(II){J}. THE DEPARTMENT OF LABOR, LICENSING ANID CONSUMER AFFAIRS MAINTAINS A LIST OF LICENSED I/A OWTS M.,:.,t:.n,,,w. ::: MAINTENANCE PROVIDERS. ` gym, N Q N Z ' ., k 0') Z N O 2. ALL I/A OWTS MUST BE REGISTERED WITH THE DEPARTMIENT IN ACCORDANCE WITH ARTICLE 19 OF THE SUFFOLK COUNTY d.>,c co � CODE PRIOR TO THE DEPARTMENT GRANTING CERTIFICATION OF COMPLETED CONSTRUCTION ON AS BUILT PLANS. �° O m Q CLEAN OUT TO GRADE g ❑ m ❑ } ;— AT FACE OF BUILDING 1 3. AN EXECUTED OPERATION AND MAINTENANCE CONTRAC-T BETWEEN THE MAINTENANCE PROVIDER AND PROPERTY OWNER "` u.,, PROVIDE HATCH IN DECK /� MUST BE SUBMITTED TO THE DEPARTMENT PRIOR TO THE!APPROVAL OF THE I/A OWTS REGISTRATION BY THE DEPARTMENT . Q Q Q D / IN ACCORDANCE WITH ARTICLE 19 OF THE SUFFOLK COUNTIY SANITARY CODE. m ❑ W ❑ E_ r \ \\\ O O ,(/''\j + .`''k +"'"'' ^•• 8. �� 4. ALL INSTALLED 1/A OWTS ARE REQUIRED TO HAVE AN INIITIAL 3-YEAR WARRANTY AND OPERATION/MAINTENANCE SERVICE W W z CONTRACT. W N W C� 5. INSTALLATION AND USE OF THE I/A OWTS MUST CONFORM TO THE DEPARTMENT'S APPROVED I/A OWTS GUIDANCE 'AI�\ �', DOCUMENT PREPARED IN ACCORDANCE WITH THE STANEDARDS FOR "APPROVAL AND MANAGEMENT OF INNOVATIVE AND O a- \� °°s v ALTERNATIVE ONSITE WASTEWATER TREATMENT SYSTEMS..'THESE STANDARDS COVER VENTING AS FOLLOWS: <( J Q W v r, 'ram CONTROL PANEL WITH GFI SERVICE OUTLET, "WHEN AN I/A OWTS REQUIRES A VENT, THE UNIT SHALL BE VENTED TO THE ROOF OF THE RESIDENCE BEING SERVED. VENT ❑ W ❑ ❑ Z PIPES SHALL EXTEND A MINIMUM OF 6" ABOVE THE ROOF LINE AND THE TOP OF THE VENT SHALL HAVE A MINIMUM W > W = O �j (�' VENT WITH CARBON FILTER AND HYDRO ACTION HORIZONTAL SEPARATION OF 12" TO THE SLOPED PORTION OF THE ROOF. IN CASES WHERE IT IS NOT PRACTICAL TO VENT ALL SITE DATA SUPPLIED KEN WOYGHUGK SURVEYING, co 0 U) � Uj 4• t � t.•� HP8000MPRESSOR TO BE INSTALLED WITHIN THE SYSTEM TO THE RESIDENCE ROOF, A VENT PIPE WAY BE PIPED TO THE EXTERIOR SIDE OF THE RESIDENCE AND APEQUOGUE N.Y. > 2 > <C > TERMINATES A MINIMUM OF 18"ABOVE GRADE. THESE VENJT PIPES SHALL BE LOCATED A MINIMUM OF T FROM ANY WINDOW W W W W W VIEW OF TREATMENT TANK : E OR DOORWAY AND MUST TERMINATE WITH A CARBON FILTER .DEVICE. ALL VENT PIPES MUST HAVE MINIMUM DIAMETER OF 2" LOT 1 BAYVIEW SOUTH HARBOR PARTERNSHIP w w w = tY FILED NOVEMBER 2ND 1994, NO. 9594 Lo Lo Lo U-) A 6. GARBAGE GRINDERS SHALL NOT BE PERMITTED WHEN AN I/A OWTS IS UTILIZED AS A MEANS OF SEWAGE DISPOSAL. IN SCTM#1000-75-4-22.3 /217, 808.44SF,/ 5.0 ACRES (14 N N N -� ADDITION,WATER SOFTENERS SHALL NOT DISCHARGE INTO)AN I/A OWTS. 6 i` r I` W ELEVATIONS NAVD 1988 DATUM N I— f 7. A CONTROL PANEL BOX MUST BE PLACED OUTSIDE NEAR AND WITHIN VIEW OF EACH STRUCTURE THAT IT SERVES. THIS Cl) Cl) o o (� -'} J 181-611 // ) ' �% MUST PROVIDE A WARNING SYSTEM WHICH WILL ACTIVATEE AUDIBLE AND VISIBLE ALARMS THAT CAN BE READILY SEEN AND --' HEARD BY THE OCCUPANTS OF THE BUILDING SERVED. THE: DEPARTMENT RECOMMENDS A TELEMETRY DEVICE BE INSTALLED 2' --i TO TRANSMIT IMMEDIATE REMOTE ALARM NOTIFICATION -TO THE O&M PROVIDER NAMED IN THE O&M AGREEMENT, A GFi (('"'�� 1 OUTLET MUST ALSO BE PROVIDED NEAR THE CONTROL. PANEL TO PROVIDE POWER FOR MAINTENANCE AND TESTING / ` E1.7 i r) EQUIPMENT. USE A DEDICATED 120 VOLT AC, 20 AMP, SINGILE-PHASE CIRCUIT BREAKER IN THE MAIN ELECTRICAL PANEL FOR ,- �'�-✓.'.'.''• __ --i _ SERVICE TO THE FUJICLEAN CONTROL CENTER. uu 13'-11" ... ....' `- TEST 17' 1 ,f 8. THE MAC BLOWER REQUIRED FOR THIS INSTALLATION (MUST BE INSTALLED ON A CONCRETE BASE. ENSURE ADEQUATE 4,' i HOLE VENTILATION; AND PROTECT AGAINST SUNLIGHT. UNIT MUUST BE HARD-WIRED TO A DEDICATED 15 AMP BREAKER IN THE �'" � CONTROL PANEL ALL UNDERGROUND WIRING TO BE INSIDE:CONDUIT. � � w X� s� E <11 � � N . cn .. :.'( ....... f— 9. INSTALL I/A OWTS TANKS ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. ALL APPLICABLE RECOMMENDATIONS V S._ , �. \\\` I PROVIDED BY THE MANUFACTURER SHALL BE IMPLEMENTED.THERMOPLASTIC RISER COVERS WEIGHING LESS THAN 60 LBS. �, ' •::. :••: •:•:•;•:••;•' ; / SHALL HAVE A SECONDARY COVER OR SUPPORT DEVICE INSTALLED BENEATH THEM _ r GO (, 10. THIS I/A OWTS, HAVING BEEN APPROVED BY SUFFOLK COUNTY FOR PROVISIONAL USE, IS REQUIRED TO BE SAMPLED 0) =3 -'-- Gj WITH THE FREQUENCY REQUIRED BY ARTICLE 19 FOR PROVISIONAL 1 OR 2 USE, DURING THIS PERIOD THE MEAN ROLLING AVERAGE OF TOTAL NITROGEN IN THE EFFLUENT MUST BE=OR< 19 MG/L. +-" z y �� J�\ Q 11, DETAILED INSTALLATION, OPERATION, AND MAINTENANCE REQUIREMENTS ARE TO BE FOUND IN ARTICLE 19 STANDARDS j, FOR I/A OWTS SYSTEMS (12.29.17) SECTION 19-107. DETAILED REGISTRATION REQUIREMENTS MAY BE FOUND IN THE SAME fCS DOCUMENT, SECTION 19-106. 00 c: (� �- a c co E O C� co ru IN w _ SANITARY SITE PLAN ENLARGEMENTUL SCALE = 1:10 MmA 10, 0' 10, 20' € Yo/,X_ A �t•�Ce� Y U) �, �S�Nf:sr nt"\ �.•, m o'r 24"LOCKING POLYETHYLENE r-11 Ira ---- COVER TO GRADE es Lo. _ �,1°' 24"LOCKING POLYETHYLENE ACE OF BUILDING a•3" ED ��. ; COVER TO GRADE a `rs VENT STACK td"•� COMPACTED EMBEDMENT � --�� CONTROL PANEL AND AIR PUMP -MIN 16"X 16"X 4"DEEP IN POLYETHYLENE ENCLOSURE F - � ON PRECAST CONCRETE PAD STOPPER OR END PLUG I FLOOR SLAB OR STRUCTURE .'a SLATE OR OTHER ' SUITABLE COVER EN _All TYPE 5 C RECIRCULATION ASSEMBLY � �� `i% ii RECIRCULATION ASSEMBLY ❑ 245 COMPLETE AN600 ���_—_%� 245 COMPLETE AN600 EC050-30-L-100-PLC PLC CONTROL e' LEveuNCDences HP80 COMPRESSOR O e •: \j\\ :,`..gi •; :. / �\�\�\�\�\ PLAN VIEW 9 LL INTERIOR 4 EXTERIOR ���\i<�\\ •%\\ \\ ��\ GRADE 13 • POLYETHYLENE OWTS (4MAY.J HYDROACTION TREATMENT TANK AWN- PLAN VIEW %�//`\�// �\ _ > o Lj WASTE LINE • \\/\ NTS J EXISTING /i\%\��\. //\ ' m O � INI FTI E,o -• _.;•.��� GROUND NLETIF iC4 SEPTIC TANK — AIR HOSE AND:4 ,SECTIONy�ET ONAi2•eeD MINIMUtA 4"0 2'CAST IRON EXTENSION FROM OF SAND OR PEA GRAVEL FASTENER 318-16 x 3 j"AT HHCS ELECTRICAL SUPPLY z t wJ SS NUT&WASHER JUNCTION BOX FOCUS DBS-97-JB TO TREATMENT UNIT FOUNDATION BEFORE TRANSITION TO 4"O1 OR APPROVED EQUAL ASTM D-3034 COMPLIANT SDR 35 SEWER PIPE PLASTIC DISTRIBUTION BOX SCHEMATIC 00— AL PLC CONTROL PANEL WITH AIR o w/HEAVY DUT Y LOOCKICKINGG CCOVERR CLEANOUT AT FACE OF BUILDING POL.YLGK 3 ORE TO GRADE PUMP MAY BE MOUNTED ON w Lr) PROVIDE POLYLOK 3008- UNIT OR REMOTELY. N WEST 24"FLAT COVERS&SAFETY GRATING • PROVIDE P 3008- BUILDING MAIN FUJI CLEAN CONTROL WEST 24"FLATLAT COVERS&SAFETY GRATING ELECTRICAL PANEL PANEL MODEL C CORE DRILL TANK AND INSTALL "'FUJI NEMA 4X CONTROL PANEL, WATERTIGHT SEALED FLEXIBLE JOINT VENT W/CARBON FILTER& 20 AMPBREAKER B 7 --� PUMP APPROVED BY THE MANUFACTURER TYP. MAC10ORII BLOWER MOUNTED ELECTRICAL SERVICE 120 VAC (NOT USED) I INLE ) t'iT`-- OUTLE WITHIN VIEW OF SEPTICTAN LINE FROM STREET tC�J�f'- 3-BOLTED REINFORCED POLY —E —E —e —e BREAKER ------ -- 1 B 1 15 AMP BREAKER TB ----� AIR ACCESS COVERS TO GRADE BLOWER 4"PVC PIPE(SDR35 '—•-4' PVC SDR35 TEE w/SOLIDS DEFLECTOR PREVENT UNAUTHORIZED ACCESS 15 AMIP BREAKER IF COVER WEIGHS LESS THAN 60 LBS. g 2 - HIGH WATER A SECONDARY SAFETY LID OR DEVICE SHALL BE INSTALLED ALARM FLOAT LEAN OUT TO GRADE q M AT FACE OF BUILDING 2'0 PLASTIC TEMPERATURE RATING OF FIELD - __-� INSIDE OWTS TANK F.F.E EL. 15.0 A'DEEP LEACHING GALLEYS INSTALLED CONDUCTORS MUST TO ALARM CIRCUIT BREAKER B I A 600 ATU w/PLATFORM COMPLETE DISTRIBUTION BOX w/2 EXPANSION GALLEYS PRETREATMENT TANK BEAT LEAST 140 DEG F(60 DEG C) FLOAT SWITCH,!PRESSURE GRADE 13.0 SWITCH,TEST/NORMAUSILENCE IE 10. TOP OF LEACHING GALLEY TERMINAL STRIPS AND GROUND LUG SWITCH DRAWN BY: KM C 10 4 2 USE COPPER CONDUCTORS ONLY. ,114 v._,l T SLUFE , ....._._------- ---------- ELEV. 11.0 i IE 11. HYDR ACTION Ana ara're r sTi�E' . . .. ..•.,.-•-•---T,�'-P"%.: .;.:. . ;'.`. •..�=�,,- , IE 10.8-) 0 LEACHING ALEY ARRAY ' DATE: 11.07.24 E 10J IE 1G. i COUPLING-4"SCH 35 PVC SXS 3"THICK BED OF COMPACTED EXTERNAL COMPONENTS TB-CONTROL PANEL TERMINALSAND MAXIMUM TOLERANCEI BLOCK � BOTT OF LEACHING GALLEY (COMPRESSOR AND/OR PUMPS) I OF ±z" IN ANY DIRECTION ELEV 6.5 PROVIDED BY OTHERS AND MUST BE SCALE: AS NOTED Z z U.L.APPROVED THERMALLY DASHED LINES REPRESENT FIELD WRING I ADHESIVE CARTRIDGEw/ PROTECTED PUMPS 1"#10 SELF TAPPING SCREW(PPH ZINC) ALL PIPE TO BE MINIMUM 4"0 HIGHEST ELEV 3 0 EXPECTED GROUNDWATER BRANCH CIRCUIT PROTECTION AND CONNECT GROUND LUG IIN PANEL TO A I GROUNDING HYDROACTION TREATMENT TANK AN600- SECTION SHEET CLASS 2400 SEWER PIPE —_ MAIN DISCONECT PROVIDED BY SECURE EARTH GROUND — STANDARD HYDRAULIC LOAD 660 GPD I/A OWTS PROFILE OTHERS AND MUST BE SIZED NTJ ACCORDING TO PUMP/MOTOR WEIGHT OF EMPTY TAN I 1100 LBS MANUFACTURING SPECIFICATIONS WIRING DIAGRAM ® [� VERTICAL SCALE:1" = V-0" A WITH CLEAN 5 e , AN600 245 NITROGEN REDUCTION SYSTEM DRAWN BY ADAVIS 8 SAND AND GRAVEL N'�'S e • DATE. REV PART# hydrmt8ect-P 08/02/17 o HA-AN600 OF 2 SHEETS - - - - -, - . I . I I If rIvid ARCHITECTS: �. I I I I HOMER RENOVATION AND ADDITION . � SAMUELS+ STEELMAN GENERAL NOTES 12. ALL WORK OF THE VARIOUS TRADES INVOLVED WITH THE I CONSTRUCTION OF THIS PROJECT, IS TO BE PERFORMED DRAWING LIST: . , 1. ALL WORKS SHALL BE PERFORMED IN ACCORDANCE BY CAPABLE AND REPUTABLE CONTRACTORS, LICENSED IN 1�,�,'�'���,-��N,�'17-��""""",',�,, 1, _` WITH ALL STATE, MUNICIPAL, LOCAL ZONING AND BUILDING THE STATE OF NEW YORK AND AS REQUIRED BY THE LOCAL ADDRESS: �� - � 'f' I`� �:""," , - 7711, "v­� ; "PUP", -11", � 7 , -, ""," I I I 1�'RRR 1� 11 _ M " I'�'�,�", , "7,0 -100.00 I . � , "" � T TITLE SHEET �� �', , �, 11 I '�,,",,"��'.,',�,41': I � CODES AND ORDINANCES HAVING JURISDICTION AND BEST "o '­ � Y��1'111k<1,1111� GOVERNING AGENCY. " , ",�,��,,,,,,,,,�"--�",-",,�,", - " . � ­�,,�'�"`,�`�` �` ;"r�,­,­`_�­­ � " I 11111%,", � � j,N4-u­Nw� ,1, ,,,,,:' I 25235 MAIN ROAD ,,� "'i" ­,,!�,,!�K , ,�,� \ " 1,,g,,��,,,� ,,,,, i_��_ 0_1 � I A-001.00 GENERAL NOTES I I- I "I �,�"_M�­ ,,� I STANDARDS OF CONSTRUCTION PRACTICE. 13. ALL WORK OF THE VARIOUS TRADES IS TO BE I I"' , �11 I I" ST-100.00 SITE PLAN CUTCHOGUE NY 11935 gzl , , 11 , ­1 11 ��,101 , , g , �11 " , I R � ­ I I 1� � "I � 2. THE AMERICAN INSTITUTE OIF ARCHITECTS CONDITIONS PERFORMED IN ACCORDANCE WITH STATE AND LOCAL 631-734-7420 11�� ­1 .... 1� 1,:,�,,',�,, ST-101.00 ENLARGED SITE PLAN , , � I - IN I 1���,`�,,, `:, , � �, ,­,­ I � I� "I N M IN E I �411, �� , \\\" �I!J`�,�""��, , �,,,,,,,,, - z ,�, , _!", I �� , ­': ­­ ':... '4i�,�" SHALL APPLY TO OIL WORK PERFORMED ON THIS PROJECT. I 11 4�,� I ",,�;�"" �� ;;; 3 � \­ I "' CODES, AND ALL OTHER APPLICABLE AGENC ES AND ,,".�� , �, , i "', S-1 CIVIL DRAWINGS �- "' , "'i,", �\ I I I",',,", ' 'R ,,�,_',�� , \ ,011 � I V RW, 411 "","I', I k. �, � V :­,�Z­, , \�,a, ,� ,,I�VIVO - , _ , 1, ", W­ - � ._# THE CONTRACTOR SHALL VERIFY OIL CONDITIONS CT THE I I , \ ,,�1311\\, bel-I " ,"\1 I I'll,�� - \�l,-\\\\�\1 I \11 1% I � 4 STANDARDS GOVERNING THAT PARTICULAR TRADE, AND AS ­4 \ " �a\%% I � , R Sig I S-2 CIVIL DRAWINGS " �z )t*_� I , - \ I I , .� i'.I \ \�,, N �I\\­i'!--, 1, " �". .1 SITE. ANY DISCREPANCIES MUST BE BROUGHT TO THE , I , I ,� I " ",1� \\Sk\�\,,\,Ng�\�,-,\ �\' HEREINAFTER STATED OR IMPLIED. , � 111 ,\\\\ , '�' Rlffi\ -, \\ I1% I I "� � : i% :�, ,�, I � \ '­\1'­11­1 , ,, RMS, IRE.\ \ ,,,, 1, j�\\ \\�\\\\ , :,�_ �,�_Ml­ , ­ - \\\ I �". -M., �, 1,I W"', ' ',", ,.- \ " "", \ -A. 114 , ag­",''�"i"g,"-­ I , ,� " , _0 , , ��� ;\, _ ' - \ ,�� \ 'W ,�, \ 'W, , d:­� - 11 �,1, , � ,,\ � _ �o , � \ , ,�_, '_ -, "', , , - --el-l" � -101.00 - "", \ '1\\\\a ", R­­ "­`,1�\',,,,,,, IN1,11 "i , I I \ ,�, ! , " I , , \ ,..,'' ,\ DEMO PLANS ENGINEER. . ,, �,'gw"' \�.�,�" ,\� \ 11 DM " "i , Ng I ,\ " NN �\��' '\ ,c,\:,: �," , I ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT 14. ANY WORK HEREINAFTER STATED OR IMPL ED WH CH Is .\_ ,� A \� M"', ,\ � , M�, �111%",",,Z"!,,­ � ,� �: AR, 'NON . " 'W"I'l- - , I _�� , NO ""�, 1, � �":�!...��%,", '111K ­ . , , ­��­ , Z ­1 _'� , , "'K "I � - � \�),­ ,­�,,�,��A I . , ""' ,, ���", _! , z, , _�, I 11�\ 11 - I �, OF CONSTRUCTTON, THE CONTIROCTOR SHALL BE CONTRARY TO THAT REQUIRED BY THE APPLICABLE , - ��..... �,, z , " , , 1\- , , , �1'\\N, \... � I z"', � , , �\ � "I", ­F�,,,­­ I : - , , I RP � �,"\W"\ v\\\\\\\\�',"-,, " ,\\ ­­ - - ­4 \,_ 01 fl""",­I I \\\ `31\\ \,_ , \,_ - - - ,, , � i,=_ � "' "I """ ,�, `z,,`,�:` ANEW 8,"", �,,­�-��, , - ­ _ '11". 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I .I I 1� � I \111,1111, I i I I&I-11�, - -,�1111111 � 4 ��!,� , 1� I'll "',"",, , , I �, ,� - r�.. �', " I" .,:�'­,.�,, ":,,­­... \\ - ,� , \\ , � , M � \ \, ,( , ,"" , , _\ � 1111�11111�1, �jg�,,�- ,,7, ,\ , RESPONSIBLE FOR CORRECTIONS NOT REPORTED ONCE HE I I B � , i �'_'�� !__ , 1A �,,,, 11 �, I "il ,5:_ � ,� - - "]"i-0 "" , , ", "", , -�\, ,,,�`,`�` , , , \ \, \ , � - , \,�, ,,� i,Jii����,,`�,,P�"", IN \"�,,,: �,4 ,\a"\ \1� " ,� 44 , _,�.,v " GOVERNING AGENC ES AND CODES S TO E BROUGHT TO _ij � , � I \ \ d I �_ " ,\ ,- , � \\ , , \ \ ,\ ­!,,�� - %�, \gi\,._,11 , ­­ , \ 1 . I o k,4 , ­ 1111% \ 11 ,� I I I M,� 4", , - . ,� _" \ ­­ ,:, 1;�_____" . ...... I'll, .�,kp, HAS STARTED WORK EXCEPT FOR HIDDEN JOB CONDITIONS, THE ATTENTION OF THE OWNER, AND CORRECTED IN ,,,,, 0 \, �­' 'I"�,\\, 1, 04 % g � ,, 102.00 SECOND FLOOR PLANS Hampton Bays, N.Y. 11946 , , " , , A \,\\\ 4 , , , 11 I \ , , - , _�,5 \ , IM,_ -,._� .f I I , \N\�,�� -,��,0� - , , , " ,� S, _� 1\ "I'll , \\, , "\Fl: , , __S,,,�,�,� :, ,;:, .- �, � _ 4 _1 \1" , , , , '\ \, , " " � '10,111 ��',,,,,, "Il\\�\\kP\� ,, ,, - \"" , ,, , , , , \ �,"-,\\\\\\\ ,� ,� , ;- \ � . , . \ \ \ \ , ',,� ", . ­"l- ,, ,V ", , 1-1,111, ,", - I � ,� - � . . .� I MR ,�, '. - i 1, _.'' , " , �W "I I I ".111--l' . 11P�OW , "",- "�, , � ,'i , " ,-d" , ", ,\ � ,��_� I ­�: � \, IN I '!q "" *, �!'!,ktm 1 :�: .�,i`�,`,4 - A-103.00 (T) 631-728-9480 1 � U �;­,�­F ',.�,�,,, : , �\ "'k , , � \ '4 "I" I \ , _­ ­�,"\ , ROOF PLANS , " , 1\ \"Z'�� .":',,`, , ,00"25 `h 'IM44 0 " 1. I ", n � \ ,, i\, "I 90 " "� , , s ,,�\, _� , , ' ' I 'i -I\- \ 3. WIIL BE OF GOOD QUALLTY, FREE FROM FAULTS END ORDER TO CONFORM TO THOSE GOVERNING � �f,,__ , I V, "I , 1, , - 1S_! :1, r " \\ � �*g -A.�_A"v,\,\�,,a \ , , vwi,\ 1125\��, �,It ',,?f\1\,:,_,'.." , zl% --- I � , I V - , - -"? 'T" I ,,�\ ," I\ , _ ,,,,, \ ,� ,,\ z , ". ,, ­­­_ I ,, , , ,�, ,,��2, ; �API,Z 4 , �! ;,, , - � S , I ". "" ,� ".z I I\11\1 z I I I I 0 11 - � �,��� ,�,!,, , :, ­ I I I "W ,. ` , , ' P, La I ,,, , �_" , I DEFECTS FOR 0 PERIOD OF ONE YEAR FORM THE DOTE OF _ , , , """ �. �:,�,,,,,�,� �, . ,\ 1"� _�� , , I URV\H � � - :� _'� , " ""t% , Q I xw��4j ININ", "I �, 0\ WA, 11" �11 111 � '' , " �1­ " � N A-200.00 FIRST FLR ELEC PLANS - , ,­00,,��O�, "\�, 11 - I'll',',, N 11 '' I, �41'111 11,11\'1�1111'11_ ��\`, "" `,I .." 'I'l",,�"1.�.,:"..�"\�,,\\\\\�\,-,,,, \,n ,­­­,7: I ,4 , ,� \ ", ,\, f, &_":j ,� \ ,___�, 011-11 ­ ",��,� "" ,� I I , , " , "' -,#4. il."�,". "E�, "" , , ' ' 1,13 , I- � \ I� �,:, , " I I ­,'����,T' , _111z UP, 1�',, � ", ::, I I t�fig 'A eff'R :, REQUIREMENTS. '�­ �',,\%N,g',,"�,",! �, ,�, I ,� g" ; ,� 'N\," i�'�'],�:,�i,:,, 1'��,�_'n­,,'i,l 'm". , �J\­ !�,�,,,,,��,\," '' � , ,,, ,�,ft'1­\1\,f­,',­,N� ,W" . 11 j, ,� , , �" 1 1� 11'1,1�T� - �� "1�111' ''I`," Aq% I, ­'A�­' � � mK 2 , " I`* . 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ANY DISCREPANCIES FROM THIS PLAN AND THE ACTUAL - �,,��?t4i ,:" "," ."\ Ir �,\��,U, L , ",,,, ", _1_4", I I , I " ,,n�� " R i_�,\ ",�,st"'," A-300.00 ELEVATIONS -,, ot , >z,i ",,J, ," ; � '_�� 1, - �,,�,:�, -�4 , ", I � ,� \\\ , � "0,A ���,�\\,� .�,�l,�,,�,'i,�,,,�i,,�7-", - il 'K " M � "" 6 ,,`�� : ,,"111-1 , C' '-, � - Ile, '� N11 11 , ­­��,'Wml 1'1:� ,�, �,� ­�Z' ,z A 4 UNIN ,g,, , .I "zvp ---4.,,-& ,1:1 \,N,' gn.� , ," :" � �,,�\\�- 11 "'.""'""', ;! \y'1R`,N\ : Mindy Homer , 1� , __ I' l �'�;,-,",­\bhom IR!:11 ::",�, � _ 1, ,��,­Itle �- _'*_41111�� ­�,,,�,,,,�,�4,,"�", , ,"" Ili, '4"'_"'�AWASH 1111111a i - ,.!,',��%�,��, ,­` * " I , , _f, _ , ., _', 't � ,\ , , % " � , " I \ Z�:,tl'> �� , "_ I� �, Z­ W11%`- �, - '�' I , R , I R ...... 11 . , - ,_�, � ­ . .ee .. �,I �, "A"WE", 11 I , ­'!'��'", I I '.w:�\ _� ' �, 11­111 __ I I ,�" z \6"'. '' z N"I I ' �.� i - � ,, ­ � 12�1\1\1111,11 11 I ,161"', ,- , ,-", 1� I ' ,-4��'�� yvie �:­­, �.�",\\�\\�\\\\\\", M� � " ,r,�_­I � , ,-, " "�I" \\,\\�Z, , 'M - ,]i k�';' -A SEQUENCES OR PROCEDURES, OR FOR THE SAFETY 16. ALL CONSTRUCTION MATERIALS ARE TO BE NEW AND OF , I " I J ��0 'i ,:1 I 1\ , 11 I F z , 2580 Main Ba w, Southold NY , ,*,, '. .... �11, I- ,,,, � ""A i`­ ",\�\\\\\\\\\""",\,\",\�,�\ ,,, � " - _,, e� I , , , , , W, N " �,\ ,\\\ " i'4"',�,",I "'"' , . ,,�, .� , ­ " -4 - , En,, , \ I \ "'," A IF I f� N, A r � , I , I � � 13 , � ''P, �,\11�1- ,"""\\\""","",,\,��\,�""",,��, ,\ I - , i\,,�, ,\ �,"I&"\ , `��:��,.' , I �,,,, �, � , � ­ ."I , , , , ,, " - , -, _ , " ,, r� , 11 I -- -S\� "nk,-,-�""! "."".."', I � \ _i� 'i . -0 BE REPORTED IMMEDIATELY TO THE - - go s,"', '� ,zz,\,,�,\�",\""\,","",Z"ll\"",��,\�\1� , , "", T , - , -, , ,,,, ,,g - �,'t ", , �_i 4. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE CONDITIONS ARE 'T , , \ " ,, , , ," I 'A , , , , ,\ , ,I 1,I , \ , �,� ", � _r,7rj , ,\_ , , "� � �\,z �"� � �, , ,�� �, I" '0�_ J\N " � \� ,�, ,�� \ ,\ � �� ,�k v '301PIM1 I'--I NE - , Ir'l A-301.00 ELEVATIONS Glen and "zz­ I I ,_w;,'i�,", ,-, ,1 t , "', , , * , CONSTRUCTION MEANS METHOD, TECHNIQUES, - ,,,,,, _ , , ,\, " 'R 1 , , , -- � " n ,� � -- - ,,,� TS-,A 4 , A", ,,, - I I ��,�= 11\ 141'1�_,__,!_, , , " I ,,,,, - � f�4'1. ��, tv 1_1 .,: �_�,�....AM� NE ".�\ , ,\ ,,,, . t,g :: \\�_ \,".", , I '­­ ­1 11 , ­' �;�_ ... rivl A"P"`�:` _ 1\1 , "' , , _ � _ � A ''I 1,�z "A � - 4"I I 11", I I � " , ;,., I*- '' I I �,,,,,;,,,,N ,\,,�\\''�,,,,,�",� � '',�,-�Z� ��',"" I _�� J�lt 1111'­\­�11 ""k ", ­11, ­', "'­\­,\, - !, � , " ` I'�\\,-�-"""\�\,,,\,\�,,\\"\\ ,,," , ,I `�, �1� �\ I""n �, ­!�,\�,,,�,��%,"­v,\",""',"�1�,,�N\\n \o7k­w�,\�­�� "\\\ ­'11�_,,,, , ,,, 1�-� `-, ' ­ , ,­�, �' - k ,",�rl , ", ft 1 I""An �-,­� ,� -, ,I 1� "U'M '' ,�, _�4 -" ''', \ , � , p , q , __ . � , � ,�!'V " I I..... ­: , " 6 �,,' I __L, ,�\ , - M%,"� , ""k��k _,�, ,-, __I-- I _I . 1 -,-, Z""..7,23 �,,,Z.. - \ , \ ­i , 1 ,,, � ,�� � I � � , I A-350.00 , 3 1 , " -%, ,W,�k ��, , ,,,,, ,_�­, ' 'I",,�_­�, =7......\ I � ",P� i� "\_i 17�"\, , PC , ARCHITECT OR HI; REPRESENTATIVE. A-302.00 ELEVATIONS \ - I � , " 'm , ,,, \\ i - - " I \ ,S�\,,,,,,, � 1. ", " \ _ W, '114!�,� If-,, J ­1 ... � 11 " ""'M , ,-,,,,, -, '' I . 5011 _f" �4.'I- PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE SECTION '� ,�'�"I "I'll, '�� !=­ ,.!"",7" 0 19 :"" � ,A- 11-11111 I !! -, I ;, 6 - , I 1�'�_"�'11_`��, ___ "' � ,7; � `ff:,",,­ , .��­', ­ ____ - � " '§ , I I 1 `4 � :1 �', - I ­�11­ ­� W'7' 1 1 1 . . I �"F; , I " ,,,r I � I,I 1 I � I ­It'11.111­4�1 , 4 ir"11", \",�\�1,11'�'ll�'ll",���,11"1:'I,,,:�� I , _ ___1� I I .1 , ""I _ A LEVEL OF QUALITY WHICH WILL INSURE THE QUALITY OF - , I 11 � I , 11�,�,­� � . . �� a���'1111 - - 5�­: 1 , �' z rl- TM I I I I '' �\,\�wp�," z 1� I F—�' ,�� � 4_ "r ', , � " I ,, , � A-351.00 SECTION , , - I -I I , ,,, �`,; ", I ,, , . � — " pa, "I x", � �, - 11 , ; " . ' ­v"` � I , ,, . - ,� � ;,'�" � I :�, 4, 'r" , � a, ii q I . . .� r ,� - ,�,, *41 \ , ,� � " , . �, , \�N ,q �j .1. +1-1� � 'ej, \\� " �\, 'r WORK AND HO WORK DESIRED BY THE OWNER. , - I 1 41, � ' 'u5' 'e ' ' I," :�,t �I � ,,,� p a ""j , _', 4 ,,, 17 ,��* �x, A-352.00 SECTION REVISIONS: r . I I 11,C11-1 �� I 1 1_1114 1 , 11 p I .b�' ' ''Ir �� I � , .j__ �.f�1� r, , , ., . � � I ��,,I,� 1! I � I , ; , 19 "' " I I �'. T , , - ,'� �� � �­, �, 1. 1� ,1 I ,� --r, ,� "I I � . "' ­1 I- r, 4 �, �,,�, E , 1)�. " � 11 � � ,� ­1 -, �w . �� , , 1�� 1�,z,,, - ! - , � 11 ,! j'' "] W, , 7 7- a �-, I � I I 2, � I , - - - , ":�� � '" - . � , , -� , I I . ,. ,�­,� ._­�` , \_ , . �� 'i ��, I ,�,'_� , , ��., �,_, �;,�* I FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH ,,114 , I' ll A- .,, ,2 _11"�,_ Y,'�4'� , ��'� 'j� " �`I`�\I \ ,"�� :.�'. M ��- ,� - �� , I W -�� ,, � , �*1W I 11"."' IN 14\ , ,""',Al I 11 ­ � 3 ,�,�, i . � RECONSTRUCTED TO INSURE DURABLE STRONG �, ,�,, M . - I 1111 'A . � ;;: I . ,_" I I I ,� �I �I Z � A , I I I 11 %\� I I - 1 41'7��__` ," , I I L "," � .I I I I �,1 , i I i 1� ,��W­A .� , I , \, 1:�,I- �,1100 � , � . I 11 1,- � I 4 � : r" I ,� "-,\,\\,-,��,-"""\",-"�,,�,,,��\,��,\�.���,��� !� �,,�"'�. ,,� I �i ."] f ,��­"� �� �� I � ,��_�, ­t­ R CONSTRUCTION. DO NOT RELOCATE PARTITIONS AS A 1 1 1 Wk,\\4,4 ,� , ,�k , � 4 354.00 3.26.25 ,\ " " " �- , ,�� , , I. , ,i .��A& i �_ 11 __ 'r I �,,,� �, - ' ,17.774-_ , 1, . _J I , , , 4 I " , � �;�,, L,, � , i�,""""',Sg""'i"im",�j':\, ..11 V""Ip" ,\\\ , \"' � 4 i � �.�; , \aiil, 17. RELOCATED PARTITIONS ARE TO BE DISASSEMBLED AND r . . I, `I I I , IN i li \\\\�\ 11-A �_ 5. SHALL NOT BE RESPONSIBLE FOR THE CONTRACTORS #: ,� � 16 � �\_\,\ " , A-353.00 SECTION BIDIPERMITPACMG Z 191 ,\ — \\ I N � 11 j! - \\ " \ , , - - �, I - I � " � � I I ii 'Is. " mm", F , SECTION , z z"� , I - � 4, , THE CONSTRUCTION DOCUMENTS. THE ARCHITECT SHALL �, ,� _,�,�; , I I , , , -- � , � I � - ,� �,W, - �'. j 11, " . . ­t ..­r I �TAIE"."�_�, ­�� � 1-1--'. �­ A-400.00 INTERIOR ELEVATIONS i­ I RQ,��,,,,i'. "Ite, i � , % I , , " ; , I �\\­ j � j , 11 I I : 1, 1, � �j / 41A ,7 �,, NOT BE RESPONSIBLE FOR THE ACTS OR OMISSION BY - ­I - -11­­�7��11 �, - I ' -� 1­ , �;.. ' �� I'll I I � I I ,� , ', � \, ." ",­7 1 1 ., I f, I - , 1 A ­tzz , ,,,,,,_'1,1'1�1­1 , `�\��­,It",\�:: "', ,� ,� ,7'i I — - , U,4!w " \ " , I 1111111-1 11 _4o.,�`="_ , U - ' � rr , I'll 2 1. . ., .� I n',tz ,m "�aa,"'.* COMPLETE WALL. \ "I ­.- - � , , , ?079!11 "'N 1"`��,`�%:zz­ ...� , 1, ­­­111111 I � z �� k I F OWS � "" I "'­­­­111,1 ­ � "i � ,,�­,­ " , \ "', ­ � - � . ­* " - "�� � n �­�\,� �­,,,\,� `­"' ,�",�­Z' ­�............�,!�A,�""',\"�,Z­`,, � ': , , """ " -- "",��­­'� , I', , , -, ­,­­"­ - ,, , �\,�,I Z,\' .. � � ,,----- � , 11\1��11 I I i ",", , \i \ ­­� , z I""A� " :iI, __ _ j, t ­:". " _', A-401.00 INTERIOR ELEVATIONS ''.1' ' , \4,jNi," ­\\\�� � ' ' . � �,',', ; _ �__ 11 �_-, , � ,,, " ,� , I �, I , , , .. ,,, '­ , -"\\", I.......�U­- I I : � ,%;�& _\�­1111 - ","�,* ,� THE CONTRACTOR NO CHANGES SHALL BE MADE IN THE 18. SILL PLATES OF NEW AND RELOCATED PARTITIONS \�'�- U R\_ -511 ��_ ,,-,,,', ,,,,,,,, " "I"'; 11 I , � W., - `­� '7_1 , � "",ti" ", , " I : "ZI "­�-,N,V DML,�,,,',,,:'""' " I , ,,, , !1- " ,\,\\K,� -',, - i, � , 'I -, ;:: ;: I , , , 'in", AW " % -1 , : ��,�, 01RUN I - I, `�'��� ,"I ­- ­ , , 'A"k, I"I , \ \ ii 'm AM&W� * , ,_ 1% �, , : , \ �,, '­� "" , , '" W".1 ", ­14" Q� t,,,,��;,"'m ",,�', , ,-�­ -­\0­_"','.'j\ .1.11, ,� �_11 A-402.00 INTERIOR ELEVATIONS �; NO,",,\\\_',%,­t" ,����,.��k"�,,�'ll"�;\�,,�,��,,,�,� -��,;,� ,; I 0, I 11'1�1 1P - P, .,,'w����",\\k'\\;",>,\,\\\�\\, ,`­"'\" � I g �,,,,,,,,, rt­ ;0,,\�\\""�"-\,\�,,�,\,;\\�\����\,,1�\� ?� " - ,,, � \k\­�­,!ww n �,­1114�- . � . I '�' � "" , 0 �,%,,�:, "�� � I I- '.\2\\"\:,&4,\,AR w DOCUMENTS AND/OR THE BUILDING AS DESIGNED WITHOUT I I - \ , r ,� 11,�, I- �,'\ � ," ,,� i � ,� , I ,;, ,­ ­­­,�, 1, I i I ARE TO BE SECURED DIRECTLY TO THE EX ST NG FLOORING. ­­ ,1, I �, " ,, �i\ � � ­`,",ft"', ,­vt% "��,,,,�A, ,"' 1'�_'�,��11111154 \ i',�� I-- I W P11 ��I !" � - , V1,111�,7�,�, % , i , X \ , ­!, , , I 0 C-1 I . - _."',_ � �, 1,­ ,,,, ,��,� �,,,,, !"11, � ` 1_11��, I I �T I �6I 11��`, "I , "I' ',',,I I �!,"":.,"jp,-,-��i , 7i� .1 , ­1 �_. _ , "- , .. , ,�N \11 - I , .1 , , "."''"', m4l��_,��', "� _1X,?@ , �'_ � I M�­,,,,� ,, , �� � 1, ,� �­1,21��,117��, �i"", . � -, �: , W�'­,­,iz . I— ,, , ,*, ��Ei�: 1�1 "i lj:',�- 'tfl- . I�,� Q�:,�I , . - I ,� ,- -��,­: . - , .." , ",,_ ii�: I , , I.. . ,A�r . �" 'I 1� ,;.$1:�"m ��!,KT'3�,v,� ,�`�,i�-Ji�,� -,":� ,;�,�,, , ��,N �"'V� ­`� '- ", , �,�:" , I i I 1 ! K,�,�" , ', - , ` ,"T," "":,� ,� R." �,,,,,�\,��j­ � �, liil� 7 1 , , I � , ,4_'1_i1'1XN,,s'� �. M_. , . " 1�­ ", " W I � __ . ., � z"11,11 I 11 "I­;, I _t � �. " 4­��` , -- , I -, � ,_4'.,,4 ". � ,_4,"", v , 00� ,Fl",-,N- , I 11""'j", I -, \ �g , , - I �,,�� ,i ,'., �1*� 41, ",- , � I � `�"11__," -c!i��41� ­1 . ��, , " - §K�-u', REMOVE ANY FINISH MATERIALS, SUCH AS CARPETING, 114*00 -, z�­�, 'R __ , " . k, ,., , ., , A-403.00 INTERIOR ELEVATIONS ,4q ",,, "' - , _, , ,�4� I , , �?k�,""�'�, ,V, .. - - ", , I ,,,,- , ""�,�, Y,'' 7.,�,,;,�,_ F,,,,,,11�1,- """,'v11,',",,'-:,' i"', , ","" 11114 4 """i'!RIf4 �� " � � '' I , e I , --,"� ,, , ":",." -,, , �, ,,,, 2 7 � I ��f,, �, All -, THE EXPRESSED WRITTEN CONSENT OF THE ARCHITECT. " I �,; ".;"',;" ­,',',,�, - , . .,,'� �,�",""" ,�, ,.",�i, �, - , ­ , , ,� - " I �, 'IT r,�,�,� I, , ,,` - I ;,il�, 1'. ,-,.',g­ , ., , ,1_; , -1< %�,-,,�*" ,1, " r 1 ,�,,j � - ". , ... " ,,k1­M,M`P,,�-,_, - _ \, , ,0 , � " ,., __ - �_,t - � ,�­;,,, w, _. � ­',� , �" ",:­,, �"' " , � , ,,,%-',', � � �g"4",""",.)�,,,,,,,A��,�T,i"""', , ,, . � ? liz ,�­­ , I �t ,_�,,,%�I 1_11 _15", � �.� �;, 1 ,�,,��.�ll"�,��,,��,,�l.',",,',,,I 1. A-404.00 INTERIOR ELEVATIONS a '� -�_ , -11,11, I I "01 ivv"",",;,-i,'__ ,:,,�, � �_. ." � ��, � �,:�' ,',,,�j;, ­'A'n­__,;N�� NIP ` 01� �' I?"', 14 - , - _�! ,� , �J� " t, " - I! Ic 1�;"Al!','�,_"�'.11_­, ­3'. �r­tk__11�' "o -,A � I ! � � , "�,r:� "'� � 'A-, �� Iv, , 11.1 �v , i!,\::,�, _A­,­�, , ,f�, ,, �,v,,-.,-�,',� � , T_ ,'45� ` , 1q_,1,`: 1_` z'1:_1. : I -, - 1r, �vl "I" , ��. - '.) ., � z ­i, 'j'k',M­',"';pw , q�­­�V ,� �,�,V, THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL PRIOR TO ANCHORING PLATE. --I*- " , ,� � " �. I 111- I,.,,- - !.11 � �,gr� -j% '11;111 , "' -1,,,, . � . ;: ,,i �� � # 1,_� � ",,",�p,,��; . �& , I : ,'�At��I...)r� 4 � � .1 , ,:�-,��,�,`,,,­','��,Z, 'i_ , ., '. u-, _,� ,-, .4 1 � z - , � _ ., " ,, ,_.�- ,�r ,,,1_,,�,­ _'­,,�'!,�!, � -�,�^: '�', -,., , �, - `� -21'' - , _ - 1_� �r� 1 4%, , ,�, - �� ��., " . �k-�,,A`�,:-]:_,"�,, - , - - , �, , . 1;� � , I .- ." ; ,�, , , , � �­ A-405.00 INTERIOR ELEVATIONS � $1 , , i "� _­ . � 11 , . ,-��,,'-,�, , " , " ", ,,�'�'��.' *'!-"��N' _15 , I t4 :, " . v- ­ A � � , " I . � 1.� , _ �f - - -,11 lrl;k,e� � � , . . " , . _,� , 1 , I � .: "' I " ' ,., � I �"'��' ,Kz",,,,�,'�,"!"!:, ":` 1� "I . ,.�, I - I 11 ,,�!Up�'­ Z , , ­", " ..... ,.�,q, - I ",,,,� I i:",!1'­-?,:" I �� , < " �', _, ,,',,� ,� 'i�,A,1111 � " I� 1 1 1 — , - " 21-j�' . I � I ­� 14 �, ',­­1 I �;­ � � ,�� � �- , � . r � �, I -e 4i,� lllvl�� _,� " ­ I I il . 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I , 1�1., "L - , , . � I ", - I � I � � I I _�'.. 1 '41�­,­;, - - ­ " , , , .1 1� � I I - , I ...1 . . �, " ­ I ; �'�,:- I 11 � I - " , A �f�,i.­V � .� , jK",- i,�,� 1�� � :. � 1� � � � ,!,'-'�,,-'!'�,-"v­,!,y �.��:l "Z, ,* , " , _ �"'i",.1 ,�,.v,-b.­(_ -`,'�l �,,'i GENERAL LIABILITY IN AN AMOUNT NOT LESS THAN $ 5 SCRAP, DEBRIS, AND WASTE, EXCEPT AS OTHERWISE ., , - r I �� 1 . . ,,_,',� �i, ­ ­ �� I ) � V i,,;,�. � , , , ,!, '54"\`Z�::�,,',`,.'�,�Z:�,���z �� �,�'1111�'�,,'­ , � 'r,.. .,� � , . t- � - . ­ - ,� .��,,.�,��-�O!� tv �,�.,,,,'�,, . , , , _ P � ,��V.­, ­11, f i -- � , , I I 'y 11 F, I I �,I I - .". , ", k, 4 Iii-i"'111V ", , , I ,�,,�,�-,.. ., ",, I "" , , , � -� I It . �. , 41� ,�. ,;- , '." '­ , .,,,"I& �, , -, I .I . , � ,, " - � , I I �,,,;,:'�, , , 1,1.Z , � , , ; .:, , �t�� �I " ��I I -I , ,"" ,� 1, � �7% I I I I I , - " , i — �11, �4 , , ," t, , � I �, I � . ' I - � I 11 "" , -- " -�', � ;t, A� ,i : , I �-��4 : 1 ,4��!:"� '14111, -"R,,�;"�, ,?,".!.*��;� ,, -"T, ,,, �P , � -I- lk 11:�� "f �- 1, � . r - , , , � �: 1 I 1, ,�.,� ,,,,* � , , ­�' ",il'W",�-, , ,�,���'­1, I � , I 11 I s I T, , , . �i I - . , i, . ,:,�� � , � - ,., I�!, �,� t �.14v ,; �, � , �'� � - ' 'All , �,,���"'I"'k""� . , i i­_ """,,11, A­ ,� - ­` !�:k_ _f� , ?I, 'i 1 " . ' i ,- 1-irl"I'l _v�, ., : , �: '-� � ; ,� I I � , 7, � , .,r I "r , -i, I " 'P",- i"�,�`,4`1 �,__ - I � .."", 11�­,, ,�, ��,��;Ow,�, ... �,� - ­v,;'­ 'f - , ,, � e , ,;e, _� ,., -1 1�1 , . - . � �li4.p '' , J, ,,� �: .. _-, , ,;, MAINTAIN CONTINUOUS INSURANCE ,COVERAGE 19. PRIOR TO COMPLETION OF THE WORK, REMOVE FROM , . . - ,�, ", " 121"� �, � - , "" R%11' r I . - ., I - , , . � 11 j" _1 �� , _ . 1�: I , .1 � .� � - 17� : "I : I ,.,�,qM-,1'7 , , �.,� 11L� �,,�"11'�141,_�,k,",,�,-"m ,:, #�­�, - A-41 0.00 MILLWORK DETAILS PROJECT NAME: � ,�;.," � '' ! I � �� , ',��:,�:,� " ,,-,,, ,"O"", ,,I�, 4: ' ' , , A, ,� r,� � , ,", STATUTORY POLICLES (WORKER COMPENSATION, ETC.) AND THE JOB SITE ALL TOOLS, SURPLUS MATERIALS, EQUIPMENT, � , '. . ,, 14" , �A �, , jl �� �`..�, r . � ,. � � �-`_,% ,, �, A-500.00 STAIR DESIGN A&_ , - ,-, I I � , , I ­ . : r:��� , �-f,,, ,,�,�. , - .-A, , ' ', , , �, 1, I., � - _ , � -,:'r . i"! �"�Io,,',�,­',, � , _4� ,", 501.00 STAIR DESIGN I I I - I - I ��,'­ . � I I i _ 2- " ,� 4_ "!"��`i�� i _ MLLLLON AND AUTOMOBILE LLOBLLLTY AND DAMAGE NOTED BY THE OWNER. , � � � �- , ,A _�,4 U , "I 1��", ,� -!�', I " 1�",''.�,',' ,­��,"l , I , , , - , " \ "', ­r -I ,: ,; I , � , , .� 'r I� - 7 , " ,�t��4A�� , r . � I I r I . - 11 . � T. I I -, �,�,�4"\��V�*�,lo,.,,���,',,, R"�,.��'I't��,,�a . -A, " ,T� --l -,",�", I-, . �. . I I _��'. , , 1. . , .� . ,� � , ­ , I I- � � "'­:�,j ,I�, ., �, X r� � ,�'�,,�j ­­-y­,�­"' . . _�;��" .f,r, ". , ,, I � " n: ,� Tw ,f , " , - k , A-510.00 LIVING ROOM FIREPLACE � . � ­_1 �� : � � .4 L, , �, I � - I 11�,:,!, - . 1, t , �� - .1 �, �­ � , , . . . - ­ "z x I, -re 11.1 I- — " I I .. 1. ­_ k'. ­ 11� , " ,,;;;, � � � � I - I. , I, ''.r� _. I - �:_, , - � � '_'��' , , �'­W,1. 'j ,�" " ­P'��;",R:�r, 11... r , ,� , -� , ,;, , � : � ­ ,� - �,�:,,,, � 11 1, : , , ''�� , `.' ,:1, " " 1� ,��'­ vn111f'_'11,11_e 1, I I , 1, , - _ " , , ",::, , ., 4 - . ­1 �. , � :, -� ,: ; 1 . � . I ,� �.i`,��",`,--,','Mw­�� 4­t�, �:,i, �V' �;,*� 't� COVERAGE NOT LESS THON $ 2� MILLION. THE ARCHITECT ALL CONDITIONS IND CATED OR IMPLIED AS EXISTING AT THE , � � , ,� I , , '' I. A-51 1.00 DEN FIREPLACE - '�,_ "I Mi, ; ,�­.. �­ _rv­ . - 1 : ­ - , - " " . ,� -�, , ;e�F­,-".,'4�14�� .,1,411 I _1� I . I - � - , , ­g ­.- 1, _�q �� " __111 - k 11�1 I . I I ., �:_� , �' : �' ': !,�"` 4111�111 , .�='! , 11 1W I 1K.- �' t �:A . , � �� , 'r � , ,�.. 141!1 I .1 �_ .1 �! r : ­ ­ 1 4 �. ,;, I�1' I ' ' �4 ; I I _� � I �. , � r 1� � . : I , ;;!I � �. ,,�;,�, , � I .1 "� 11.1 : �: ; , , ,�� : ,­ T!", 1 B ,. ,i �'t - . , , ! .t K , I - IV �,,_ 1,�\ . , - ,,,I , .1 � �� � . r. f � I , � , " � � r� � I ­r I . �j 1: - 11 � I - , � I. r. ;�,� , f,�, , -,­�4 't _� , ,;; , , __,;��!\��,�. I SHALL BENAMED INSURED ON ^NY AND ALL POLICIES. TIME OF THIS APPLICATION ARE NOT THE � ��_ I- ;� 11 ? \�, 1. , "I "I �;�":" "� .1 I .1 � ­ � � . ­ � I I r �± ;� 1� i � 11 ,�V,�� ,:, - - - #. , ,I �;'11'11 -, " "� I r � � � I v, ;�A ' '. , , , � , . I 4�, �­ � '. ! , ..", . �, ­ � . I -, r I I �I 4�P, ,, .9 11 � ,� 4 , _� , I , � _��"'\Ik'71�`" - I i'lle,I" � A-510.00 LIVING ROOM FIREPLACE I �, �, , I - � 1: ­ �:� , : I" 1, � " , tm ,�4 ,�1,7; " " �, "'� �,V,�,,���'!,�""I'l"��""i�', ­ li�l I , . , - r, I - %1, �'. *� .,, � , �i � 11.­"�' �' *�*, v_��,�,��,,', � ,4 1" , i 11 �110]','� I -III,, , I . �! ,�, '' . , "'M�,�, ,� "n ; ­11111 1 'I"#r � , 6. ALL CONSTRUCTION SHALL �VIEET NYS ENERGY RESPONSIBILITY OF THE ARCHITECT. � , , 1� 1 1 I 11 .1 , I : 1� � � " � I "I, � ;11 . - � '� I.... �:� 1� . ', -, , 1\ � . *t 1 �,��` � � ::: ��;, 1 �� �� � ,�,�,� ­,�,�Kl ,_,�'A \"*I .�,I -11 I`�' ,4 , . �,,, ,i, � ,��, ,:,P'I�Fl 13_��Iolit#,R'__lb" 1� � ,�.� - - , , , " '�� I �W10 �,,�- I�� � ; 14 ,-, . I I ,l , I I ­_ - ,� � -,,, 1 . . I � i ,� .1 I - � I ��� , I , W -1-I I ."� �'�� -, A-600.00 STRUCTURAL DETAILS I I ­ ­- : I I � � I � �� .'' F , I",�_il$ ;- T�, 11\ i 1111 � � 11 I �­­_­__ I 1�� _ � � I a �­_k � :", r .1­ 11,11, - _ CONVERSATION CONSTRUCTION CODE. ALL GLAZED AREA 20. ALL CONDITIONS INDICATED OR IMPLIED AS EXISTING AT A-700.00 WINDOW AND DOOR SCHEDULE TO BE DOUBLE GLAZED AND ALL EXTERLOR DOOR TO HAVE THE TIME OF CONSTRUCTION ARE NOT THE RESPONSIBILITY - .- LNSULOTED CORES. THE INSULATION PROTECTION AS OF THE ARCHITECT. INDICATED ON THESE PLANS EXCEEDSTHE CODE'S MINIMUM 21. CONTRACTOR WILL FULLY COMPLY TO THE PROVISIONS SITE INFO STANDARDS. OF THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT KEY PLAN- .... ...­N­_ ZONING INFO . 7. THESE DRAWINGS AND SPECIFICATION ARE OF 1920 AND TO ANY RULES AND REGULATIONS PURSUANT ­..__....___..­..._.­....._.­.._.__­,___­_..........V­­.........................­­­­_-- - --....--..-.--..-.....-.---.--.--. ;;10`I____­,­ ­­ - INSTRUMENTS OF SERVICE AND SHALL REMAIN THE TO THE ACT. F----­­­--­-­-­­­ :��_,_ i ; 1­1� i \ PROPERTY OF THE ARCH ITECTWH ETHER THE PROJECT FOR 22. ALL MATERIALS AS WELL AS METHODS AND PROCESSES i 1__*�_ 1 \ I 0 i GENERAL: WHICH THEY MADE LS EXECUTED OR NOT. THEY MAY NOT USED IN THE PERFORMANCE OF THE WORK SHALL L i \ \ I----,-----� -,�.o Nv ,,,, I TAX MAP #: 1000-75.-4-22.3 BE USED ON ONY OTHER PROJECT'EXCEPT BY WRITTEN CONFORM TO THE STANDARDS OF THE BUILDING. ,­ � _j : i OUTHORLZATLON OF THE ARCHITECT. . �__ I 23. CERTIFICATES OF INSURANCE AS REQUIRED UNDER THE - - i i \ I---,-�� G,� ___�\ -- \ I NTIAL 8. A SINGLE STATION SMOKE DETECTOR ALARM DEVICE DOCUMENT TITLED "INSURANCE REQUIREMENTS FOR . 1___' I\ I--,,- G�l . 1­1� \ i ,,;�V ZONING DISTRICT: R-80 SHALL BE INSTALLED < ! I TRADES CONDUCTING OPERATIONS IN BUILDINGS FOR : \__,_ IIIIIIIIIIIII i \ - I i I __­_1 III � LOT SIZE: IN EACH BEDROOM, ON ALL FLO)ORS AND SHALL BE WHICH CUSHMAN & WAKEFIELD INC. ACTS AS AGENT" ! 1­� ___*_1 I . ,�. , \ > 1"<\5__:::�_� \ -NON SOLD DEVELOPMENT RIGHTS: 1.79 ARCE (77,972 INTERCONNECTED PER CODE. INCLUDED IN THE CONTRACT DOCUMENTS, MUST BE I , . I : ,r:�� I I-" z 9. ALL BATHROOM WITHOUT OPERABLE WINDOWS TO BE I : FURNISHED TO THE ARCHITECT PRIOR TO PROCEEDING � - t SF) . : � �, -1_1� 9�4 : i MECHANICALLY VENTILATED OS PER NEW YORK STATE 0 - - : WITH ANY WORK AND REQUIRED INSURANCE IS TO BE : I � I \ �I - : - TOTAL: 5.00 ARCE (217,808.44 SF) I 1-11, V I ,. t� CODE. MAINTAINED AT ALL TIMES DURING CONSTRUCTION. pl_ I- � , , i i . -11, ! I--' � I 94 i : 10. NO WORK IS TO BE STARTED UNTIL A BUILDING PERMIT r II � 11 z I i ......I : i \ I ! z : I \ \ : LOT COVERAGE: HAS BEEN SECURED AS REQUIRED BY THE APPLICABLE i : ! . : PYRAMID LAW: 0 ! : i - , 1!z� i GOVERNING AGENCY OR AGENCIES. I - : � ; . \ 1, \ , I 9)Q i LOT COVERAGE (CONFORMING): 20% 11. ALL CONDITIONS AND DIMENSIONS ARE TO BE VERIFIED COMPLIES. SEE DIAGRAM BELOW. � i i 1� i i . �4 � i ��,� i ! . I ­� ;�!; BEFORE START OF ANY WORK AND DISCREPANCIES OR f . i : . . z � - \ �_� z / \ : i : TOTAL LOT COVERAGE ALLOWED: 15,594 SF : VARIATIONS TO APPROVED PLAN ARE TO BE BROUGHT TO : I : . : i - I : ; ! 7 . i� (NON-DEVELOPMENT RIGHT SOLD) / \ i I THE ATTENTION OF THE OWNER BEFORE PROCEEDING. ! i t : � : i : / \ z : i i I : I z : -1 : � : �, � z TOTAL LOT COVERAGE PROPOSED: 6,184 SF i I i , ! 4 1 1 i _­_ \ ADDRESS: : i i i I ; � i : ! I : I ! FLOOD ZONES: . - . : - : : � i HOUSE: 2,519 SF / \ i ; i I 1 2580 Main Bayview i ZONE AE: BASE FLOOD ELEVATIONS DETERMINED � ! � � 2850 MAIN BiAYVIEW / \ Southold, NY 11971 i i I - . ZONE X: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% I I I i PORCH: 634 SF I - -_. I � I i / \ I - ANNUAL CHANCE FLOOD WITH AVERAGE DEPTH OF LESS THAN 1 i . : I i I i � . - i , I i . BILCO: 27 SF FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUIRE MILE; AND / \ 4 - . � - i . I i � i . 4 i . - � AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE OF I : i ,1,!'!!:::!,!:� j _­_ / \ D i i i - 4 : - .- � - ___ SHED: 124 SF FLOOD. Pw I 0 .�;';�j�� = A&C, i . _ i - . L /\�L$', (zo\ V--JE i ii i MNAN -'�, . I - i : ZONE X: AREAS DETERMINED T-0 BE OUTSIDE THE 0.2% ANNUAL . i I t i *0 M M 19 10 . . . I I __� 0 i (0, Q� : BARN: 1,769 SF CHANCE OR FLOOD PLAIN. ELEIVATIONS ARE REFERENCED TO — — — — — - __�7c L_ I : : 0. . .. . . . . . . 11 , 11111 , I I : I i i I i I ; . I i NAVID 1988 DATUM. EF 79 _q I UO) i . I i * i . I - i . ! � , 4 . POOL: 628 SF �1 4111�004�0 �lof * i - t �� - i - I I i !�Rl _7k_*�__ .­i_�� , : i - i4 - - � . - : � .1 i . . - � I i i - . : � : � . . � . . i 1. . I I i NORTH/SOUTH VIEW --.-- � 4 � : I i : � ­ N POOL CABANA: 483 SF : - : I t - - I - � I 04436 I . . � i - � I ! - .1. � I - I I CODE INFO _� : . I . . i - ., " i- . i FAR: ' / OFN � j I- - . i ALL WORK DONE UNDER THIS (CONTRACT SHALL COMPLY WITH iI �1, . . ! . I " ! � . � 1 1 - �� - . . � ................I......I--- ­....­­...... I ­ : / :1......�..........___..........­­­.­_...._._............-..............�....___...................................-...........-.......­­-............__.._____._._.. . ....-...-............. ....................___..................................... I .................�.....­­....j ­ I , � THE PROVISIONS OF THE SPECIFICATIONS, DRAWINGS AND I � � 1- 11 ­ . � HOUSE ALLOWED: 5,1 00 SF + (37,972 SF X 5%=1,898) = 6,998 SF ­ � - I , . - � . / DRAWN BY: Author . -I- - � - -_ CONSTRUCTION CRITERIA OF 7FHE OWNER AND SHALL SATISFY I I . � . . .11 ..I : . . . . . TOTAL EXISTING HOUSE: 1,654 SF ALL APPLICABLE CODES, ORDINANCES AND REGULATIONS OF / DATE: 41412025 8:38:39 AM - - . � � - . - � ___ � . �SCOPE OF WORK: GROUND FLOOR: 1,1 19 SF ALL GOVERNING BODIES INVOILVED. ANY MODIFICATIONS TO / SCALE: 1116"= f-0" I � - THE CONTRACT WORK REQUIRED BY SUCH AUTHORITIES SHALL / -DRAWING SHEET NAME: INTERIOR AND EXTERIOR RENOVATION AND ADDITION TO AN EXISTING SECOND FLOOR: 535 SF BE PERFORMED BY THE TEN*14TS CONTRACTOR; ALL PERMITS / . I . SHALL BE SECURED AND PAID FOR BY THE TENANTS ONE-FAMILY DWELLING. ADDITION: 2,835 SF CONTRACTOR(S). APPLICABLEE CODES INCLUDE BUT ARE NOT / COVER SHEET LIMITED TO THE FOLLOWING: �::= I GROUND FLOOR: 2,519 SF BUILDING AND STRUCTURAL 2020 CODE /"� SMOKE AND CARBON MONO. 2020 CODE / 0. 110 M = . — _� — - � , _1 .1­ . I ... I I I I 11 ­­ — — — — -_ — — - SECOND FLOOR, 1,736 SF SAFETY NOTICES 2020 CODE C) IIE1111� DRAWING SHEET NO: -1 MECHANICAL ,2020 MECHANICAL CODE C) I ��11 .1.11[1..]Imu� 11j - . TOTAL: 4,489 SF <6,998 SF PLUMBING 2020 PLUMBING CODE T_ — — — — — — — - I ENERGY CODE �2020 NYS ENERGY EAST/WEST VIEW - CONSERVATION Tm000000 . , I I , , I , , , - , , , , I , , ", , , , , \ , \ \ 11 \ � � � I I 11 I "I 11 I I - I I � I I 11 " F,�,­, I I - - . i ARCHITECTS: NOTES DRAINAGE CALCULATIONS 1. EXISTING DIMENSIONS SHOWN IN PLAN TO BE CONFIRMED. : 2. NEW DRAINAGE/DRYWELLS THROUGHOUT RELOCATED GEPIERATOR �- SAMUELS+ AREA OF RESIDENCE (DW A) oN SEPARATE PERMIT WATER ELECTRICAL LINES THROUGHOUT E 3. EXISTING GAS, .. ��.. - - . V DRY WELL AREA x RAINFALL x RUNOFF FACTOR CONTRACTOR TO TAKE PRECAUTIONS TO SECURE AND A ER STEELMAN m (DW-A) 629 SF x (2/12 FT.) x 1.0 = 104 CU. FT. MAINTAIN THROUGHOUT CONSTRUCTION USE: (1) 6' DIAMETER x 4' HIGH POOL 4. NEW GRAVEL TO MATCH EXISTING DRIVEWAY ri (1)6'x 4' STORM DRAIN RING = 16s cu. Fr. 5. CONTRACTOR TO TAKE PRECAUTIONS TO PROTECT PROVIDED REQUIRED I 168 CU. FT. > 104 CU. FT. EXISTING LANDSCAPING ADDRESS: 6. LANDSCAPING BY OTHERS 25235 MAIN EXT ROAD AREA OF RESIDENCE (DW-B) 7. POOL CABANA AND BARN IN SEPARATE PERMIT / 8. CONTRACTOR TO ADD HAY BAILS AND OTHER DRAINAGE L.P. CUTCHOGUE NY 11935 DRY WELL AREA x RAINFALL x RUNOFF FACTOR PROTECTION MEASURES AS NEEDED 631-734-7420 A (DW-B) 682 SF x (2/12 FT.) x 1.0 = 113 CU. FT. G S j :" I USE: (1) 6' DIAMETER x 4' HIGH POOL P 1 6' X 4'STORM DRAIN RING = 168 CU. FT. CONSULTANTS: O PROVIDED REQUIRED GP5 168 CU. FT. > 113 CU. FT. ��,fG •C�jP�� ENGINEER: Maresca &Associates 2 188-04 West Montauk Highway t1 GPS/GPS I \ O Hampton Bays, N.Y. 11946 AREA OF RESIDENCE (DW-C) " O GO 28'-0" QO I' T T) 631-728-9480 G . � /GPS/ / \ <O � ( DRY WELL AREA x RAINFALL x RUNOFF FACTOR (DW-C) 682 SF x (2/12 FT.) x 1.0 = 113 CU. FT. CI J S SAS USE: 1 6' DIAMETER x 4' HIGH POOL /GPS_-- \� /BPS nn�J - \ L- N,A OWNER. (1) 6'X 4'STORM DRAIN RING = 168 CU. FT. GPS j BPS GPSX� PROVIDED REQUIRED 5/ GP -----------CONFIRM GAS LI -HE� Tt@N G-y��G� Glen and Mindy Homer 168 CU. FT. > 113 CU. FT. GPs/�P PRIOR TO EXC TING FOR DW # , \ 2580 Main Bayvlew, Southold NY (71 /BPS �j �AC CONDENSER ONCRETE APRON AREA OF RESIDENCE (DW-D) GPS�GPS ON PC SLAB �� = PLAN SEEBASEMENT (O/X4' / / , // ,, // / \ REVISIONS: DRY WELL AREA x RAINFALL x RUNOFF FACTOR - /`'PS / _ `� A BID/PERMIT PACKAGE 3.26.25 (DW-D) 313 SF x (2l12 FT.) x 1.0 = 52 CU. FT. GPs O ����/1 G� 43 / / \ BID/PERMIT UPDATE 6.12.25 USE: (1) 6' DIAMETER x 4' HIGH POOL (1)6 X 4, STORM DRAIN RING = 168 CU. FT. GENERATOR �_ PROVIDED REQUIRED r �' DW-D \ 2'-711 \ - LOCATE 168 CU. FT. > 52 CU. FT. / �RE D) 51711 AREA OF RESIDENCE (DW-E) FUT E8 5 SPA �f DRY WELL AREA x RAINFALL x RUNOFF FACTOR \ W \/�P5 z ���Ei PROJECT NAME: (DW-A) 518 SF x (2/12 FT.) x 1.0 = 86 CU. FT. 1 '-4" USE: (1) 6' DIAMETER x 4' HIGH POOL /�P�\ \O i W,,, (1)6'X 4' STORM DRAIN RING = 168 CU. FT. O / / CPS��� LL i j r ��/ NA PROVIDED REQUIRED r n '_1 'jFPs-w E ! rrO rs 5-10 V R 4 9 �-- E 168 CU. FT. > 86 CU. FT. W S��P �P 41-411 �X4 AREA OF RESIDENCE D( W-F) / F\� N }: �' . Dw-B / 1 8 O x DRY WELL AREA x RAINFALL x RUNOFF FACTOR cJ P� �Gl ` �� \ \c n E DW-F 682 SF x 2/12 FT. x 1.0 = 113 CU. FT. USE: (1) 6' DIAMETER x 4' HIGH POOL (1)6'X 4' STORM DRAIN RING = 168 CU. FT. PROVIDED REQUIREDop, 3- 168 CU. FT. > 113 CU. FT. mac, \ x +' 33'-4" 12'-0" - xyx� tk0 4 r3 3 � 'f E n 0 ' �PPS /��E�O \N -O�MEXT WELL .2� �. .r � DW-E GQs �2 `� � � R TO BE ABANDONED � * 121-011 0 �OC3 �3 ® w 00 PROJECT ADDRESS: -� Dw-C /� NEW SEPTIC SYSTEM Southold, NY 11971 .1/ SEE CIVIL DRAWINGS Q � 6'-2" 2� \ 6'X4' ---j REMOVNRICK PATIO DW-F \ �FtED AR00 G DRAWN BY: Author ��A _�== DATE: 611012025 10:29:21 AM n SCALE: C� S "�gAGK DRAWING SHEET NAME: YARD _ SITE PLAN DRAWING SHEET NO: ENLARGED SITE PLAN smi 01 M01 SCALE: 1:100 i ARCHITECTS: NOTES " 1. EXISTING DIMENSIONS SHOWN IN PLAN TO BE CONFIRMED. t 1 2. NEW DRAINAGE/DRYWELLS THROUGHOUT 3. EXISTING GAS, WATER, ELECTRICAL LINES THROUGHOUT, / ' SAMUELS+ CONTRACTOR TO TAKE PRECAUTIONS TO SECURE AND 1 MAINTAIN THROUGHOUT CONSTRUCTION 7 STEELMAN 4. NEW GRAVEL TO MATCH EXISTING DRIVEWAY 5. CONTRACTOR TO TAKE PRECAUTIONS TO PROTECT ; EXISTING LANDSCAPING ��a2..., _.. ......J 6. LANDSCAPING BY OTHERS 17 7. POOL CABANA AND BARN IN SEPARATE PERMIT ➢� / ADDRESS: 8. CONTRACTOR TO ADD HAY BAILS AND OTHER DRAINAGE T 18 `ANT FENGE r> 25235 MAIN ROAD PROTECTION MEASURES AS NEEDED CUTCHOGUE NY 11935 631-734-7420 TEST HOLE 15 NO SCALE \a , CONSULTANTS: BY MARK McDONALD GEOSCIENCE 1 /f 1 ' {z• ' 1 K ENGINEER: SOUTHOLD, NEW YORK 11971 \ Q' -` , ' - 1 Maresca &Associates LOT 17 \ / , -, ;; \ j �, '"• ;, ,-r✓, , l r ," /� t / . 188-04 West Montauk Highway ^ : ,., "l ;/ l ,,-lye, '� J TEST HOLE DATA 5/14/10 ELEV. 1 + �,,. \ Hampton Bays, N.Y. 11946 23 DARK BROWN LOAM OL s^ r; S sg' 1 \ 11 li,' l ��� / J` �/ N (T) 631-728-9480 OWNER: BROWN SILTY SAND M Leo �� �`',.:, .: a Ay and Mindy Homer Glen 2.5 FT. s � . ,. .•.-, _ ... , . ...-._ \ � w .._ 23' 0" 2580 Main B yule , Southold NY .._. . 1 2 , a w -`.� ^ O� �•� � � X � � REVISIONS: PALE BROWN FINE SP —� " f r: ;. �° / �_eEE ON-_ RD r KALE I . 9.6 F • BID/PER T :_>- � Ala,. - ER 3.26.25 , , z .. 6 X r ' W 1 OPP „S WATER IN PALE BROWN FINE SAND P t 17 FT. _ _..... . \o � � ��. � ��.Y,, F . TBEABAtIf(1M� ... ,. '- �' , v ;;• � o , • 0 , .\ l : COMMENT 15 0 ,��p,G �5�`�G :'. 4, \\ t" ; r.. ; - - 13 4' PROJECT NAME. S: WATER ENCOUNTERED 9.6 BELOW SURFACE � •• \ 13 - P � 0 ' \ �� Jf a OJT "A w O r- \ , 11 Mp1,tPSSKFENCE 1 W ... ./ `—.., .• _ � �1SS1NGpDDL.CD , `. 1 i/ 1 13 --. , i O . ,1 00 0 r, r. f , , TRUST ; 0IGLAN NT AREA _. �pECON SENIE f - Z Y ON p, NSF GRE ` , . ; c 1A 3 10 ,r PROJECT ADDRESS: / 2580 Main Bayview (M Southold, NY 11971 J UPD KES 07_2�-23 r 5 00 ACREs ? SET S A 4 0 E,aN�y�T , 2 , 1 ' , 04 OFN a, 13 o i t' • " DRAWN BY: Author 12 N 4/4/2025 8:37:47 AM , 4 ; SCALE: N 70037'�0►%.. 1 r DRAWING SHEET NAME: 308.14' SITE PLAN DRAWING SHEET NO: PROPOSED SITE PLAN SCALE: 1 /32" =1'-0" smi 00000 oe � . � (� •• G- � G � / S IdLi Y Y Y Y DO °°� �\ !- -_ �`\ ^ """� ° APPLICABLE I/A-OWTS SYSTEM GENERAL SPECIFICATIONS: /'' �1����, - - _ _ - a ° 1. THE INSTALLER MUST HOLD A CURRENT LIQUID VI LICENSE PURSUANT TO CHAPTER 563 ARTICLE VII (SEPTIC INDUSTRY BUSINESSES) AND ENDORSEMENT J (INNOVA-IVE AND ALTERNATIVE TREATMENT SYSTEM INSTALLER) THROUGH 2850 mRin liai-view RDA ° THE SUFFOLK COUNTY DEPARTMENT OF LABOR, LICENSING AND CONSUMER AFFAIRS, PURSUANT TO SUFFOLK COUNTY CODE Southold . W ¶ 563-79(11)(J). THE DEPARTMENT OF LABOR, LICENSING AND CONSUMER AFFAIRS MAINTAINS A LIST OF LICENSED I/A OWTS j° ,^ U) ° . Pf6(1CIY)'Sv1.f•R++.Y:1C ktC ` ,. L \-,` ./an Lieu�}✓}.q9Lo I ° MAINTENANCE PROVIDERS. a, N N ZZ 1 ) z 00 W _ 2. ALL I/A OWTS MUST BE REGISTERED WITH THE DEPARTMENT IN ACCORDANCE WITH ARTICLE 19 OF THE SUFFOLK COUNTY M Z CODE PRIOR TO THE DEPARTMENT GRANTING CERTIFICATION OF COMPLETED CONSTRUCTION ON "AS BUILT" PLANS. O O \ CLEAN OUT TO GRADE m AT FACE OF BUILDING I \ 3. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND PROPERTY OWNER W W 00 PROVIDE HATCH IN DECK ----- MUST BE SUBMITTED TO THE DEPARTMENT PRIOR TO THE APPROVAL OF THE I/A OWTS REGISTRATION BY THE DEPARTMENT11� .`> "': f- Z F- i \ IN ACCORDANCE WITH ARTICLE 19 OF THE SUFFOLK COUNTY SANITARY CODE. ?'' cLo 4. ALL INSTALLED I/A OWTS ARE REQUIRED TO HAVE AN INITIAL 3-YEAR WARRANTY AND OPERATION/MAINTENANCE SERVICE W Z W _ ! CONTRACT. W z C\ :25. INSTALLATION AND USE OF THE I/A OWTS MUST CONFORM TO THE DEPARTMENT'S APPROVED I/A CWTS GUIDANCE N W WIx 0- Q 0 W DOCUMENT PREPARED IN ACCORDANCE WITH THE STANDARDS FOR "APPROVAL AND MANAGEMENT OF INNOVATIVE AND 0 a- 0- ALTERNATIVE ONSITE WASTEWATER TREATMENT SYSTEMS."THESE STANDARDS COVER VENTING AS FOLLOWS: Q J Q W RAJ CONTROL PANEL WITH GFI SERVICE OUTLET "WHEN AN I/A OWTS REQUIRES A VENT, THE UNIT SHALL BE VENTED TO THE ROOF OF THE RESIDENCE BEING SERVED. VENT W 0 0 Z PIPES SHALL EXTEND A MINIMUM OF 6" ABOVE THE ROOF LINE AND THE TOP OF THE VENT SHALL HAVE A MINIMUM W > W = O �-� VENT WITH CARBON FILTER AND HYDRO ACTION HORIZONTAL SEPARATION OF 12" TO THE SLOPED PORTION OF THE ROOF. IN CASES WHERE IT IS NOT PRACTICAL TO VENT ALL SITE DATA SUPPLIED KEN WOYCHUCK SURVEYING, U) 0 U) J (n �j �1-MG ' HP8000MPRESSOR TO BE INSTALLED WITHIN THE SYSTEM TO THE RESIDENCE ROOF, A VENT PIPE MAY BE PIPED TO THE EXTERIOR SIDE OF THE RESIDENCE AND APEQUOGUE N.Y. Q � V�► TERMINATES A MINIMUM OF 18"ABOVE GRADE. THESE VENT PIPES SHALL BE LOCATED A MINIMUM OF 3' FROM ANY WINDOW W W W W W .0 VIEW OF TREATMENT TANK OR DOORWAY AND MUST TERMINATE WITH A CARBON FILTER DEVICE. ALL VENT PIPES MUST HAVE MINIMUM DIAMETER OF 2". LOT 1 BAYVIEW SOUTH HARBOR PARTERNSHIP w w W = FILED NOVEMBER 2ND 1994, NO. 9594 Lo Io Lo Lo f / 6. GARBAGE GRINDERS SHALL NOT BE PERMITTED WHEN AN UA OWTS IS UTILIZED AS A MEANS OF SEWAGE DISPOSAL. IN SCTM#1000-75-4-22.31217, 808.44SF / 5.0 ACRES N cV N N ADDITION, WATER SOFTENERS SHALL NOT DISCHARGE INTO AN I/A OWTS. ELEVATIONS NAVD 1988 DATUM 0) ~ r' w I- e- N ' I1' 7. A CONTROL PANEL BOX MUST BE PLACED OUTSIDE NEAR AND WITHIN VIEW OF EACH STRUCTURE THAT IT SERVES. THIS O o O O 1 S-6f' ) �� MUST PROVIDE A WARNING SYSTEM WHICH WILL ACTIVATE AUDIBLE AND VISIBLE ALARMS THAT CAN BE READILY SEEN AND r HEARD BY THE OCCUPANTS OF THE BUILDING SERVED. THE DEPARTMENT RECOMMENDS A TELEMETRY DEVICE BE INSTALLED r' 21 - TO TRANSMIT IMMEDIATE REMOTE ALARM NOTIFICATION TO THE O&M PROVIDER NAMED IN THE O&M AGREEMENT. A GFI ` OUTLET MUST ALSO BE PROVIDED NEAR THE CONTROL PANEL TO PROVIDE POWER FOR MAINTENANCE AND TESTING (/1 E 1 n EQUIPMENT. USE A DEDICATED 120 VOLT AC, 20 AMP, SINGLE-PHASE CIRCUIT BREAKER IN THE MAIN ELECTRICAL PANEL FOR :. . -i �� SERVICE TO THE FUJICLEAN CONTROL CENTER. W ��--� �13'-11" �:�:•�:��•�•�••���� `---�— I TEST 17' ) 8. THE MAC BLOWER REQUIRED FOR THIS INSTALLATION MUST BE INSTALLED ON A CONCRETE BASE. ENSURE ADEQUATE ' �, VENTILATION, AND PROTECT AGAINST SUNLIGHT. UNIT MUST BE HARD-WIRED TO A DEDICATED 15 AMP BREAKER IN THE r 1 ! \ HOLE CONTROL PANEL ALL UNDERGROUND WIRING TO BE INSIDE CONDUIT. -w-TACHMENT (S) < :• .. -� _�==I / ' \\�, f'- -- 9. INSTALL UA OWTS TANKS ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. ALL APPLICABLE RECOMMENDATIONS _� L '. ••• ' r L i 1 j 1 PROVIDED BY THE MANUFACTURER SHALL BE IMPLEMENTED. THERMOPLASTIC RISER COVERS WEIGHING LESS THAN 60 LBS. o U A-T iO %- ' :•;•:• ;.. •:•:...•. i SHALL HAVE A SECONDARY COVER OR SUPPORT DEVICE INSTALLED BENEATH THEM o Q) __ 10. THIS UA OWTS, HAVING BEEN APPROVED BY SUFFOLK COUNTY FOR PROVISIONAL USE, IS REQUIRED TO BE SAMPLED --- / Gj' �, WITH THE FREQUENCY REQUIRED BY ARTICLE 19 FOR PROVISIONAL 1 OR 2 USE. DURING THIS PERIOD THE MEAN ROLLING �r'�Aj AVERAGE OF TOTAL NITROGEN IN THE EFFLUENT MUST BE=OR< 19 MG/L. y/ _11"CTJ Z > Q W c CII 11. DETAILED INSTALLATION, OPERATION, AND MAINTENANCE REQUIREMENTS ARE TO BE FOUND IN ARTICLE 19 STANDARDS FOR I/A OWTS SYSTEMS (12.29.17) SECTION 19-107. DETAILED REGISTRATION REQUIREMENTS MAY BE FOUND IN THE SAME DOCUMENT, SECTION 19-106. 06 m O U cnCD (� 0O 00 cc W U SANITARY SITE PLAN ENLARGEMENT a! SCALE = 1:10 e� 10, 0' 10, 20' *�N Yo OARS PRO 24"LOCKING POLYETHYLENE 1V-11114" COVER TO GRADE 4 i�= 24"LOCKING POLYETHYLENE I k« es,3 �+ -e2 COVER TO GRADE ACE OF BUILDINGco IN 16"X 16"X 4"DEEP ° Ix CONTROL PANEL AND AIR PUMP W VENT STACK 4• ;••, COMPACTED EMBEDMENT _ 1 IN POLYETHYLENE ENCLOSURE V STOPPER OR END PLUG ' - ----- ON PRECAST CONCRETE PAD FLOOR SLAB OR STRUCTURE , SLATE OR OTHER SUITABLE COVER ENDCAP TYPE OS- •' N. <••4 LEVELING DEVICES V`4 RECIRCULATION ASSEMBLY �\� �� �i RECIRCULATION ASSEMBLY NTROL PLAN VIEW ECO50-30-L-100-PLC HP80 COMPRESSOR• / / / / // / �' 245 COMPLETE AN600 ���_,:�5� 245 COMPLETE AN600PLC O INTERIOR • \EXTERIOR �//< \//// \ / / 1 • POLYETHYLENE OWTS a ® ■ . \•'� \ �, GRADE 13 W Z 30 ELBDL '\\/' 14 MAXI HYDROACTION TREATMENT TANK AN600- PLAN VIEW WASTE LINE �' , '�/ /�/ W J INLET IE 70 :�\�::_�-M _ NTSO �\. NLET LE 1D4 EXISTING �4 SEPTIC TANK - SECTION SFTONAI2"BEO GROUND \/' AIR HOSE AND m MINIMUM 4'0 2'CAST IRON EXTENSION FROM OF SAND OR PEA GRAVEL FASTENER 3/8-16 x 3 J'AT HHCS ELECTRICAL SUPPLY Z t FOUNDATION BEFORE TRANSITION TO 4"0 w/SS NUT&WASHER JUNCTION BOX FOCUS DBS-97-JB TO TREATMENT UNIT ASTM D-3034 COMPLIANT SDR 35 SEWER PIPE OR APPROVED EQUAL PLASTIC DISTRIBUTION BOX O Q SCHEMATIC C L EAN O UT AT FACE OF BUILDING w/HE POLYLOK 301 OR EQUAL PLC CONTROL PANEL WITH AIR W o HEAVY DUTY LOCKINGCKING COVER TO GRADE PUMP MAY RE MOUNTED ON PROVIDE POLYLOK 3008- UNIT OR REMOTELY. 00 WEST 24"FLAT COVERS&SAFETY GRATING N PROVIDE P 3008- 2 O BUILDING MAIN FUJI CLEAN CONTROL WEST 24"FLATLAT COVERS&SAFETY GRATING ELECTRICAL PANEL PANEL MODEL C ***FUJI NEMA 4X CONTROL PANEL, CORE DRILL TANK AND IN;TALL - WATERTIGHT SEALED FLEXIBLE JOINT -- VENT W/CARBON FILTER& 20 AMP BREAKER g 7 --- PUMP APPROVED BY THE MANUFACTURER TYp. MAC10OR11 BLOWER MOUNTED ELECTRICAL SERVICE 120 VAC WITHIN VIEW OF SEPTIC TANK (NOT USED} I �� 3-BOLTED REINFORCED POLY LINE FROM STREET ?0 AMP INLE 'r OUTLE—E �E E E —r� BREAKER ,------- -- TB1 15AMPBREAKER TB ---� BLOWER " ACCESS COVERS TO GRADE 4"PVC PIPE(SDR35 4' PVC SDR35TEE w/SOLIDS DEFLECTOR PREVENT UNAUTHORIZED ACCESS FIF COVER WEIGHS LESS THAN 60 LBS. 15 AMP BREAKER A SECONDARY SAFETY LID OR DEVICE SHALL BE INSTALLED HIGH WATER FLAT LEAN OUT TO GRADE ALARO I y F.F.E EL. 15.0 AT FACE OF BUILDING 2'0 PLASTIC TEMPERATURE RATING OF FIELD — ---� INSIDE OWTS TANK -4'DEEP LEACHING GALLEYS INSTALLED CONDUCTORS MUST TO ALARM CIRCUIT BREAKER B 600 ATU wl PLATFORM COMPLETE DISTRIBUTION BOX w/2 EXPANSION GALLEYS PRETREATMENT TANK GRADE 13.0 BE AT LEAST 140 DEG F(60 DEG C) FLOAT SWITCH,PRESSURE SWITCH,TEST/NORMAL/SILENCE IE 10. E to.4 TOP OF LEACHING GALLEY TERMINAL STRIPS AND GROUND LUG SWITCH DRAWN BY:MIN v4/FTSLo�F �2 ---------- ---------- ELEV.11.0 USE COPPER CONDUCTORS ONLY. KM IE 1t. HYDR ACTION MIN.1i87 L I -off.. .:':..:•'... .i IE to.s I' LEACHING AL EY ARRAY COUPLING-4"SCH 35 PVC SXS DATE: 11.07.24 E 10.7 EXTERNAL COMPONENTS 0 IE 10. I 3"THICK BED OF COMPACTED TB-CONTROL PANEL TERMINAL BLOCK I SAND,MAXIMUM TOLERANCE BOTT OF LEACHING GALLEY (COMPRESSOR AND/OR PUMPS) I OF -_�" IN ANY DIRECTION ELEV.6.5 PROVIDED BY OTHERS AND MUST BE I SCALE: AS NOTED z U.L.APPROVED THERMALLY DASHED LINES REPRESENT FIELD WIRING I ADHESIVE CARTRIDGEw/ I V#10 SELF TAPPING SCREW(PPH ZINC) ALL PIPE TO BE MINIMUM 4"0 " � HIGHEST EXPECTED GROUNDWATER PROTECTED PUMPS GROUNDING SHEET CLASS 2400 SEWER PIPE � � ELEV.3.0 BRANCH CIRCUIT PROTECTION AND CONNECT GROUND LU3 IN PANEL TO A � HYDROACTION TREATMENT TANK AN600- SECTION MAIN DISCONECT PROVIDED BY SECURE EARTH GROUND —_ OTHERS AND MUST BE SIZED NTS STANDARD HYDRAULIC LOAD 660 GPD I/A OWTS PROFILE ACCORDING TO PUMP/MOTOR WEIGHT OF EMPTY TANK 1100 LBS 1 BACKFILL WITH CLEAN S MANUFACTURING SPECIFICATIONS WIRING DIAGRAM • El VERTICAL SCALE:a' = 1'-0" SAND AND GRAVEL NTS . �•00 AN600 245 NITROGEN REDUCTION SYSTEM DRAWN BY:ADAVIS DATE: REV. PART# hydrm ction' 08/02n7 0 HA-AN600 OF 2 SHEETS R 2 EXISTING 2-STORY 1119.9 FT 2 RESIDENCE TO BE RENOVATED WITH A 1204.5 FT2 FAMILY ROOM, BEDROOM & GARAGE ADDITION 4 BEDROOMS TOTAL ^ FINISHED FLOOR ELEVATION 15.0 CH EL. ±12.5 PROPOSER FIRST FLOOR FOOTPRINT: 2324.4 FT2 LOT 20 ON THAN H�A 850MRinBirvi�>g�Rwl, w 0.0 DARK BROWN Q1 Ug�tC ER Via..' N Q N �Vzn� 1 rtlF• TS inn lake ANN'sto Prc.rih Mgmt+merrc.±tn: LOAM " ' � � :` M Z Co O OL 1.0' AS I PER SCDHSI REGULATIONSMTO BE ABANDONED LQT 1g REVOCAB�ETRUST ! �, �,�r,�x ` . CO � � t� BROWN M ATHCMpSCN 17 ! Q m Q SILTY SAND NIF'. Wtt_t-tA WATER s :.. � u .. W 0 W m pugLtC .,MPx, „ . F- Z F- 2.5' c� F- �% t a O F_ W �17 O PALE BROWN o w 2 FINE SAND ` 16 w -� Q w W N W Of HIGHEST EXPECTED �S LQT �$ ' `Ar ! o v U) ~O co d G.W. EL. ±3.0 SP 9.6' ��� �IAGP`NT cn Q Q W G.W. EL. ±2.9 �� z a W W W = 0 " •- �� --�' '� 15 w ALL SITE DATA SUPPLIED KEN WOYCHUCK SURVEYING, U p u F- � N 96 APEQUOGUE N.Y. > > Q > O• lace LOT 17 ` " / r / ! Q LOT 1 BAYVIEW SOUTH HARBOR PARTERNSHIP _ �obt `�' ET pECpNCtt_ttS / .�RF`IE� 17 / a AB /� FILED NOVEMBER 2ND 1994, NO. 9594 � LO LO LO WATER IN �rj� �, ANCY EUZ w SCTM#1000-75-4-22.3 /217, 808.44SF / 5.0 ACRES N N N N PALE BROWN ��`� NIF•.M R & LIC WATER � ' _ ,3 � ! ELEVATIONS NAVD 1988 DATUM W FINE SAND �•� �00 PV 16 FFL_15 16 <, q Q r— .— CV �— A "WTS SP 17.0' /� �,., HYDROACTION I/A U SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES QT 16 v! TEST HOLE � .' - •• ' '`, y . "G • i. ., . NO SCALE VACANT �yvE oNGQ -�R t� Q wERIVIIT Ft}RAF ')€ +t7VAL OF CONSTRUCTION FOR A " (-P ti • RN�W s�°° "'< ' Y i SINGLE FAMILY RESIDENCE ONLY TEST HOLE PERFORMED '' -' ,.. f w '" t `' BY McDONALD GEOSCIENCE 06.19.24 15 ' " s �c> " fi :�Y , • �` f �"�y D U U o J ./�� y,,� G.... ?.5 DATE 3/20/2025 I .S. F. O. R-25-0077 >' d. � y •A% - <t • n gyp,.•...."s.. ✓: Z Q. 0 15 GP c �° -- - , . _ 15 APPROVED a) _ LOT ''` ,: �— C: r �� CKRCY 15 ' J` " a GARA°GEE 1 -..r / ✓'`:� r.` <� .° .a ; :. t _`_ rr^^ �C A ` FC}Rh�tAXIMt] 6 F3EDI�OOivIIS SSE / S' FL=15. (tf pONNA&RU TER f : $°� o ` `" z ppgUC / � °�� �.-° 000 NyPIRES Tt IREL YEARS FROM DATE OF APPROVAL W NIF'• / N o "' w o 000 a > .' caeartA tyFtN ; t 14 ,- 37oSF o �oo. Design Professional's Certification Required. ( .� j Ln LQT R NptS / o TI ,,, . \ 1� ! _ Av EN ST A ~`4 PATI � � 2$��F���E ' � <`�`� Submit P.E. or R.A. Certification For }+ C R y ; A " f owFF #2a5o tip. The Installation and Construction of the Sewage Disposal System < O Q� NIF'. JEFFE LtC WATER \ 15A �� r , ..� Use Form WWM-073 U � � Pug � � � 13 , '''.may � 00 \ / ' PROPOSED \ •FIRST>FIR•. w O IN co E POOLND , /.` �'/% . .` •,,,• i EG i ! VJj CU TEST _ Abandonment of the existing sanity system must be in = Lp T Y^ ( T1O fr VERE 'i HOLE y IAN LEpW1TH � " , t A pp,T10 �� �`"G conformance with the Department's requirements. R `� 12 o Submit completed form WWM-080 as roof pUgttC WATER � -- '// 25��� �`� 9� p O t CC 022 ,� " d u• G 0 �-�9" � 1 EXISTING DRY 1 ' STORY BARN TO REMAIN SET ON A SLAB ON GRADE PROPOSED (2) 8' S2� x 4' DEEP DRY WELL ! FFE: 15.3/ FIRST FLOOR FOOTPRINT: 1769 FT2 ` FOR CABANA ROOF RUNOFF AND SWIMMING POOL BACKWASH YO PROPOSED 1-STORY POOL CABANA SET ON A SLAB ON GRADE �,� FIFE: 15.0 / FIRST FLOOR FOOTPRINT: 390 FT SEE ATTACHMENT (S) 2 ,, a PROS o COVERED OUTDOOR SINK PIPED TO DRY WELL MON 00 LAND N!F OF ER ! \ HOM ` PROPOSED (3) 8 O x 6 DEEP DRY WELL , ` GLENpQN ' FOR ROOF RUNOFF DRAINAGE p0130C WATER t� \ , �• W z �\ TRUST" t �� PROPOSED HYDRO ACTION AN600 TREATMENT TANK- U ON�C LAND T AREA, SUITABLE FOR UP TO 6 BEDROOMS (660 GPD) z o \ (D „PEG SEMEN WITH LOCKING COVERS TO GRADE W < U) VATlON EA I! CONTROL PANEL WITH GFI SERVICE OUTLET 1 i 1 O NSER VENT WITH CARBON FILTER AND HYDRO ACTION z W HP80 COMPRESSOR TO BE INSTALLED WITHIN (n W o 0 \ VIEW OF TREATMENT TANK > f w/4- 4' DEEP LEACHING GALLEYS W m Oz U) ! +2 EXPANSION GALLEYS z I-.- '� O \ N ct 2 F OF o LANpN� cRESLLC �� SANITARY SITE PLAN ,' LlJ N LO jF1'ELO A - 2 04 O MA \ SCALE - 1:30 O �C 30' 0' 30' 60' / ' EXISTING UTILITIES \ TO BE REMOVED DRAWN BY: KM NHS \ t � � DATE: 11.07.24 • ENGINEERS CERTIFICATION IS REQUIRED FOR ALL IAOWTS INSTALLATIONS. THE 1 DESIGN ENGINEER MUST BE CONTACTED WHEN THE BOARD OF HEALTH/ WASTE SCALE: AS NOTED WATER MANAGEMENT INSPECTOR IS CONTACTED FOR INSPECTION. ALL SEPTIC SHEET �, AND LEACHING FIELD COMPONENTS MUST BE VISIBLE. CALL 631-728-9480 LAND N/F OF D *NOTE: A MAINTENANCE CONTRACT & CONTINUOUS MAINTENANCE IS REQUIRED ' ROSE THE DAY AWAY LL _ J- - - - - - -,_ _ FOR THE PROPER FUNCTIONING OF ALL I/A TREATMENT TANKS 308 14, OF 2 SHEETS ARCHITECTS: GENERAL NOTES PLUMBING NOTES DEMO NCTES TYPICAL MOUNTING HEIGHTS 1. ALL EXISTING DIMENSIONS TO BE FIELD VERIFIED. 1. ALL PLUMBING SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE NY 1. SEE ARCHITECT'S DRAWINGS FOR PLAN LOCATIONS SAMUELS+ 2. ALL EXISTING UTILITIES TO BE FIELD VERIFIED. STATE CODE. 2. ALIGN DEVICES VERTICALLY WHEN IN 4'-0 PROXIMITY 2. ALL FIXTURES SHALL BE OF TYPE AND MANUFACTURE APPROVED FOR USE IN NYS 1. PATCH, SKIM COAT AND PAINT WITH 4. ANY UNDETERMINED PORTIONS OF 3. FOR DEVICES ON WALLS UP TO 3'-0"WIDE CENTER DEVICES SIMILAR TO COLUMN PLACEMENT SHOWN. STEELMAN 7. ALL CONSTRUCTION WILL COMPLY WITH THE REQUIREMENTS OF NYS BUILDING CODES. � LOW ✓OC PAINT ALL HOLES RELATING THE DEMOLITION TO BE SUBMITTED 4. FOR NON-DIMENSIONED DEVICES ON WALLS LONGER THAN 3'-0" LAYOUT DEVICES VERTICALLY ON ONE SIDE OF 11. PRIOR TO WORK, THE CONTRACTOR AND ARCHITECT SHALL MAKE ADEQUATE PROBES OF 3. ALL HOT AND COLD WATER LINES MUST BE SEPERATED BY AT LEAST THREE INCHES AND TO DEMOLITION SCOPE. TO THE CLIENT AND ARCHITECT VIA WALL, REFER TO PLANS FOR SIDE LOCATION OF WALL, EXISTING PARTITIONS TO BE DEMOLISHED TO DETERMINE THE PRESENCE OF ANY FULLY COVERED W/PIPE INSULATION. RFI PRIOR TO INITIAL FEE PROPOSAL. CONCEALED RISERS, ELECTRIC CONDUIT, TELEPHONE OR OTHER UTILITY LINES SERVICING 4. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBER. PLUMBING CONTRACTOR 2. ALL EXPOSED WIRES TO BE REMOVED 5. FOR LOCATIONS WHERE MULTIPLE DEVICES ARE SCHEDULED AT SAME HEIGHT, DEVICES TO BE 2"APART. BY THE CONTRACTOR. THE CONTRACTOR ACCEPTS THAT 6. DEVICES ABOVE MILLWORK OR FURNITURE TO BE 6"ABOVE COUNTER TOP,COORDINATE WITH SCHEDULED THE BUILDING OR OTHER APARTMENTS PRIOR TO COMMENCING DEMOLITION. SHALL ARRANGE AND OBTAIN INSPECTIONS AND SIGN-OFFS. 3. ALL ITEMS TO BE REMOVED IN ORDER THERE WILL BE NO SUPPLEMENTAL MILLWORK AND FURNITURE. ADDRESS: 14. ALL EXISTING AND NEW VALVES MUST BE ACCESSIBLE, EITHER EXPOSED OR FROM ACCESS 5. IN ALL INSTANCES WHERE EXISTING BRANCH PLUMBING PIPING IS EXPOSED OR OTHERWISE DEMOLTION FEES AFTER THE INITIAL TO ACCOMODATE NEW INSTALLATION. � 25235 MAIN ROAD PANELS. DISTURBED AS A RESULT OF THE ALTERATION, SUCH BRANCH PLUMBING PIPING SHALL BE CONTRACT IS SIGNED UNLESS THE FLOOR HALL SIGNALS CUTCHOGUE NY 11935 REMOVED AND REPLACED FROM THE FIXTURES TO THE BUILDING RISERS AND STACKS. IN o o THERMOSTAT/ COAT 15. ALL WET SPACES SCOPE HAS BEEN MODIFIED BY THE SHALL HAVE FABRIC REINFOCED WATER MEMBRANE BELOW THE FLOOR DESIGNATION I 631-734-7420 SUCH AS LATICRETE 9235 TURNED UP 4"AT WALLS. ALL SUCH INSTANCES, NEW RISER SHUT OFF VALVES SHALL BE INSTALLED IN LOCATIONS CLIENT. (ADAIANSI) TEMPERATURE HOOKS 18. TUB/SHOWER WALLS ARE TO BE EITHER EXISTING GYPSUM TILE, WATERPROOF CEMENT AGREEABLE TO THE BUILDING MANAGEMENT. TiSENSOR 02", CONSULTANTS: PLASTER, WATERPROOF GYPSUM BOARD, OR NEW CEMENTITIOUS WONDERBOARD OR 6. CHECK VALVES MUST BE FURNISHED ON BRANCH PIPING TO ALL FAUCETS, TUB SPOUTS OR CALL � CARD READER o SHOWERHEADS HAVING MIXING VALVES. INDIVIUAL STOP VALVES SHALL BE INSTALLED FOR TUB/ SHOWER NOTES ENGINEER: DU-ROCK. BUTTON$ SWITCH Q m EACH FIXTURE. z Maresca &Associates 19. ALL GAS PIPING WORK SHALL MEET THE REQUIREMENTS OF NYS BUILDING CODE. 1. NEW SHOWERS INCLUDING TUB/SHOWER MUST BE NEW CEMENTITIOUS WONDERBOARD OR o ; � 188-04 West Montauk Highway 7. NO WORK SHALL BE DONE THAT AFFECTS LINES UNLESS AND UNTIL SPECIFICALLYLU 20. THE EXISTING AND NEW GAS SHUT-OFFS SHALL BE ACCESSIBLE. AUTHORIZED FROM THE BUILDING DEPARTMENT. DU-ROCK; ALL TYPES ARE TO BE LINED WITH A LAYER OF LATICRETE 9235 WATERPROOFING `0 o o Hampton Bays, N.Y. 11946 21. PLUMBING WORK SHALL BE FILED INDICATING A GAS PIPING EXTENSION. MEMBRNE WITH ALL SEAMS LAPPED 4". Na-- �� -- `r � ¢ °� (T) 631-728-9480 23. CON-ED SHALL BE NOTIFIED OF THE WORK. 8. ALL PLUMBING REPLACEMENTS AND OR INSTALLATIONS SHALL BE INSPECTED BY THE o o � LO co BUILDING DEPARTMENT. 2. ALL CURBS AND BENCHES ARE TO BE BUILT OF CONCRETE BLOCK WITH BLOCK CELLS 24. IT IS A SPECIFIC REQUIREMENT THAT THE COMPLETED GAS PIPIING SHALL BE TESTED BY 9. PROVIDE NEW SHUT OFF VALVES AFTER ANY FULL 3-ELBOW SWING. FILLED WITH MORTAR. O° ELEVATOR DOOR SWING DOOR L OUTLETS SHOWER CONTROLS OWNER: CONTRACTOR AND INSPECTED AND SIGNED OFF BY THE DOB. SELF-CERTIFICATION BY 10. PLUMBER MUST CHECK AND MAINTAIN EXISTING WASTE AND VENT LINES TO BE FREE OF 3• SHOWER BASES ARE TO BE FITTED TO A NEW LEAD PAN, COATED WITH POLYMER AND ACCESSORIES Glen and Mindy Homer PLUMBING SHALL NOT BE ALLOWED. ANY OBSTRUCTION. MATERIALS ON ALL SIDES. I / / 2580 Main Bayview, Southold NY 25. PRESSURE TEST SHALL BE AT 3 PSI AFTER A NEW VALVE AND TEE IMMEDIATELY ADJACENT 11. VERIFY THAT DRAIN LINES AS SHOWN CAN BE SIZED AND INSTALLED AS PER CODE. ALERT 4. LEAD PAN MUST WRAP UP AND OVER THE CURB. II �, , 40 I MIRROR TO THE GAS SHUT-OFF. SHUT-OFF VALVE SHALL BE TESTED WITH SOAP FILM. I�� _�� 48" MIN. ARCHITECT TO MODIFY PLANS IF OTHERWISE. 5. LATICRETE MEMBRANE IS TO CONTINUE ACROSS ANY BENCH SEAT, RECESS, OR I � i �� � �� 26. PRIOR TO COMMENCING ANY WORK THE LICENSED PLUMBER SHALL PRESSURE TEST THE z 24 MIN. MAX. 42 MIN. PROJECTION AND DOWN TO LAP THE LEAD PAN. I i 17 MI REVISIONS: ' 12. ALL HOT AND COLD WATER PIPING AT FIXTURE TO BE TERMINATED W/AIR CHAMBERS 12"d2" z SOAP CYD GAS SUPPLY BACK TO THE POINT REQUIRED. 6. SHOWER DRAINS ARE TO HAVE A SMALL AMOUNT OF WASHED GRAVEL PACKED AROUND 8" MII�. / z 27. IF THERE IS NO EXISTING GAS SHUT OFF VALVE IN THE APARTMENT, NO GAS PIPING CHANGE RISING ABOVE THE FIXTURE. , / 8" MIN. - _ BID/PERMIT PACKAGE 3.26.25 THE DRAIN COLLAR WITH SLOTS IN THE ADJUSTABLE FITTING AS TO PREVENT TRAPPED I i 18 o BID/PERMIT UPDATE 6.12.25 13. FIXTURE PIPING BETWEEN SHUT-OFF VALVE AND FAUCET OR APPLIANCE TO BE COPPER I i �� WILL BE ALLOWED. TUBING WITH FLARED ENDS AND BRASS BUSHINGS. WATER. a a ¢ o = z , 7" MI CLEAR 14. NO REINFORCED RUBBER HOSE WILL BE ALLOWED IN PIPING TO APPLIANCES. CONSTRUCTION PLAN LEGEND 60" MIN. _ o M , FLOOR 15. ALL PLUMBING WORK WILL BE PERFORMED WITHIN THE UNIT SPACE AND NO WORK IS TO SCALE: 1"=V-0" PLAN i "' N L / PLAN SPACE REFLECTED CEILING PLAN LEGEND TAKE PLACE BELOW THE SLAB. ACCESSIBLE GRAB BAR WITH TOILET 9 I ACCESSIBLE 11" MIN. SCALE: 1"=V-0° 16. NO RISERS CAN BE RELOCATED OR REMOVED. WATER CLOSET REINFORCING STRIP PAPER LAVATORY 17. ANY REQUIRED WATER SHUT-DOWN NEEDS ARE TO BE REQUESTED IN WRITING TO THE \ EXISTING STRUCTURE/ PARTITION WALL PROJECT NAME: BUILDING MANAGEMENT INDICATING TIME AND DURATION AND COORDINATED WITH DOWNLIGHT BUILDING SUPERINTENDENT. j (SURFACE MOUNT) 18. SPEEDY CONNECTIONS ARE NOT PERMITTED. NEW PARTITION WALL F- - - DOWNLIGHT ON SENSOR 19. PRESSURE ASSIST TOILETS SHALL NOT BE PERMITTED. 4 MIN. 4 �IIN, �24" MIN.! �S (SURFACE MOUNT) 20, AIR CHAMBERS MUST BE INSTALLED AT EACH INDIVIDUAL FIXTURE. I 24" MIN, MAX. 4" MAX 12" MIN. �K RECESSED LIGHT FIXTURE 21. ALL VALVES MUST BE ACCESSIBLE TO THE SATISFACTION OF THE BUILDING DEPARTMENT WINDOW _ _ _ o _ _ _ SMOCE DETECTOR 22. IF NECESSARY: NEW SHOWER CURBS MUST BE BUILT OF MASONRY ANCHORED TO THE , 48" MIN. "MIN_ 30' MIN. "MIN_ SLAB. LEAD PANS MUST BE PAINTED W/BITUMINOUS WATER PROOFING MATERIAL AFTER -J - - - - - - - INSTALLATION. THE SHOWER PAN MUST BE TESTED BY 24-HR STANDING WATER TEST. THE DOOR CEILING FAN SHOWER WASTE CONNECTION SHALL BE S OLDERED AND WIPED. BOLTED AND HUB (SEE SCHEDULE ON SHEET X XXX) O CONNECTIONS ARE NOT PERMITTED. ACCESSIBLE TUB FOR GRAB BAR WITH CHANDELIER 23, CHECK VALVES AND BACKFLOW PREVENTERS MUST BE INSTALLED ON EVERY SINGLE ADAPTIVE BATHROOM REINFORCING STRIP LEVER FAUCET, WASHING MACHINE, DISH WASHER, AND SINGLE LEVEL SHOWER BODY. ALL OVERHEAD AND BASE MILLWORK0 L1 (ALL MILLWORK TO BE CONFIRMED / / _ _ _ _ _ HORIZONTAL COVE LIGHT BATHROOM UNILITY SINKS AND TUBS SHALL HAVE OVERFLOW DRAINS BUILT IN. VIA SHOP DRAWINGS) / 36" 40" w (SPECIFY VIA SHOP DRAWINGS) �- --- L2 _ _ _ _ HORIZONTAL SHELF LIGHT WALL TYPE TAG z II 42" MIN. 12" M1 36" MIN. 18" " 1311 (SPECIFY VIA SHOP DRAWINGS) SH 1 i (SEE WALL DETAIL SHEET A 800.00) � MIN. IN / u z ROLLER SHADE " /,' 12"� u oo A, SOFFIT LOCATION ROOM '� u Q I (CONFIRM DURING CONSTRUCTION) ROOM TAG 56" MINI 18 II 1 101 II M i M 80 #DROP CEILING DROP HEIGHT PLAN I ti ~ 0 ® DATA/ OUTLET rn (H=NON TYPICAL HEIGHT) TOILET PARTITION GRAB BAR WITH j ACCESSIBLE&AMBULATORY URINAL REINFORCING STRIP WATER CLOSET DUPLEX RECEPTACLE RISER DIAGRAM 0 (H=NON TYPICAL HEIGHT) GFI GFI OUTLET CLOCK SPEAKER/STROBE AED (NON TYPICAL HEIGHT) I AUDIO/VISUAL STROBE 220 S NEW LINE DI CHECK VALVE(QUIET) 22 VOLT OUTLET HOSE CABINET - -- ALARM&STROBE WET ZONE GROUND-FAULT CIRCUIT E EXISTING LINE DCd BALL VALVE HORN/SIREN W INTERRUPTER RECEPTACLE w FIRE EXTINGUISHER QUAD RECEPTACLE POINT OF CONNECTION 0 HAMMER ARRESTOR z - -- CABINET _ _ o PROJECT ADDRESS: (H=NON TYPICAL HEIGHT) _ o O z w � = o � [�� 11, 2580 Main Bayview $ SWITCH(VIF) "' o c CABINET - <C IM WARDEN STATION o o IM Southold, NY 11971 v z `v an $D SWITCH ON DIMMER(VIF) ;�� 3"VENT _ _ i�- 3"VENT _ _ _ _ o FIRE ALARM PULL STATION MLU $T THREE-WAY SWITCH BATH 213 BATH 217 BATH 203 ROOF �- LAUNDRY I I DRINKING FOUNTAINS ERE ARC INT H (HTNDN WALL MOUNTED OTYPICAL HEIGHT) I (STANDARD&ADA/ANSI) 0����NE JEANS �TF MOSTAT FLUSH CONTROLq�GCA THEP, TH WM TOILET PAPER AND SEAT(H=NDN TYPICAL HEIGHT) , I I I OUTLET OUTLET ' S i LAV TL i LAV TL i LAV LAV TUB TL COVER DISPENSER - - f (n SPEAKER ' OH (H=NDN TYPICAL HEIGHT) I SHW SHW ' SHW _ EXT 7- AV/FDMI PO _ 2ND FLOOR a 0 ¢ COUNTER COUNTER DESK s o CP4516 Co �9T .� H (H-NDN TYPICAL HEIGHT) X ❑ OF NEW O� ,J JUNCTION BOX BATH 118 KITCHEN = z ' M o o oo ❑ I 1- I `� v p o0 I - , DEN TOILET PAPER TOWEL SANITARY NAPKIN OUTLET DRAWN BY: Author 7" DISPENSER&WASTE DISPENSER&WASTE 611012025 10:28:34 AM � LAV � TL � LAV � DW � LAV DW RECEPTACLE DISPOSAL DATE: SCALE: As indicated ' SHW -- _ 1ST FLOOR CLEAR DOORWAY WIDTH AND DEPTH DRAWING SHEET NAME: I I I , I , 32" MIN. 32" MIN. 32" MIN. GENERAL NOTES DRAINLINE X 3"WASTE TO SEPTIC TANK WM `r DRAWING SHEET NO: LAUNDRY BASEMENT EXT. SUMP PUMP HINGED DOOR SLIDING DOOR MAXIMUM DOORWAY WIDTH AmO01 ■ I ARCHITECTS: EXISTING CONDITIONS A B C D E G INFORMATION CONTAINED IN THE CONTRACT DOCUMENTS REGARDING EXISTING FACILITIES AND - - - - - - - - - - - - - - - - - - - - -- SAMUELS+ CONDITIONS IS TAKEN FROM DRAWINGS. OTHER FORMS OF DOCUMENTATION , VERBAL AND WRITTEN REPRESENTATIONS FURNISHED BY THE OWNER,AND OBSERVATIONS IN THE FIELD WITHOUT EXTENSIVE EXPLORATION OR DIMENSIONAL VERIFICATION. CONTRACTOR IS REQUIRED RMOVEEXISTINGn00F 8 OW STEELMAN L TO CHECK AND VERIFY ALL INFORMATION IN THE FIELD PRIOR TO ORDERING MATERIALS AND PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF DIFFERENCES BETWEEN WHAT IS INDICATED IN THE CONTRACT DOCUMENTS AND ! REMOVE EXISTING ----------------T — — — — — — — — — 17'-2 1/2" 8'_ 1�� BASEBOARD r ----- ------- THE ACTUAL CONDITIONS THAT WILL MATERIALLY AFFECT THE PROJECT. , — — T T — j HEATING THROUGHOUT ADDRESS: I i t DEMOLITION NOTES DEMOLITION LEGEND — — — — — IL— — — — ___ 25235 MAIN ROAD — — -_-----.--__. _ _ __T T._. ——— ——— i — — CUTCHOGUE NY 11935 I .................................................................................................................................................................................. ... ............................ i 631-734-7420 1. PATCH, SKIM COAT AND PAINT WITH ' I ::..::.:. :............::..........::......::::......:..::.:::: ::::::::.- -.:.::.....::.-....T- REMOVE ALL i _.. .._............._.._.___..-_. ._..__........_.....___ __....._._.. WINDOWS W V C PAINT ALL HOLES RELATING \ .................................................................................................................. ............................................:.::.:::.:::.:..... : .................................................. I LOW 0 ���������� NOT IN I ................................................... . .. CONSULTANTS: TO DEMOLITION SCOPE. SCOPE :TEMPORARY ::_-_ -----. ... . ._ _. .. _ SHORE ......... I........._................_.. . _.. .... .............................. ............. . . 2. ALL EXPOSED WIRES TO BE REMOVED - ' - I OFFICE. ...... ........... .... . ROOF_ABOVE.__...-------_.____._.__.. .. .. . _........_.._._.._.. Maresca &Associates BY THE CONTRACTOR. I i........................................................... EXISTING WALL OR I BEDROOM I 188-04 West Montauk Highway 3. ALL ITEMS TO BE REMOVED IN ORDER PARTITION WALL TO N.Y. 11946 _ TO ACCOMODATE NEW INSTALLATION. REMAIN __ O 631-728-9 0 ....... ..... . I Hampton Bays, 4. ANY UNDETERMINED PORTIONS OF _ _ I -- -------- M CH ROOF AND 48 I _..... �� -�-1 I REMOVE � RETAIN PORCH S S _..............J -= J FLOORING ........._............._..... PLYWOOD THE DEMOLITION TO BE SUBMITTED C DEMOLITIO ............................... I —— ______ — _ �/ I = REMOVE ASPHALT SHINGLESOWNER: TO THE CLIENT AND ARCHITECT VIA — — N ...................... ......................... . RFI PRIOR TO INITIAL FEE PROPOSAL. ' r I I . _..: I I � I Glen and Mind Homer C C I.I ..... .. I . ... I ..\ ..... THE CONTRACTOR ACCEPTS THAT L— °° I I i I ............................._.._.......: n :.:. ' I 2580 Main Bayview, Southold NY ............................ .. THERE WILL BE NO SUPPLEMENTAL M I I . C . ... I I . . . .. . . .................. \ f.......... .11 I DEMOLTION FEES AFTER THE INITIAL L I I . . ... ........ — �.._...-:...._..........._:...........::............j..::..::...:...... l! I — ') . . .. ... ........... ..... . CONTRACT IS SIGNED UNLESS THE N = ' ' " I I--. -- I REVISIONS: SCOPE HAS BEEN MODIFIED BY THE - -- =----- CLIENT. I BID/PERMIT PACKAGE ............................... ..... 3,26.25...... HALL ... .. ...... ..... . ... . III I I \.. ..... .. III N I III. ... ..... ...... ...... . .. ..... .. I co ..... .... `.. -— - . . I I I I I I I I I I I I I -- I — — — — I — — — — —I....... ... PRIMA— RY . ....... ..........._... ... I I I I I I I I I P . ... I .... BATH. L I I__-- __---- J PROJECT NAME: N ................. ................ .... ..................................... I \ I .:....... :.... ............. ... LEVEL 2 DEMO a 2 ... ........................ ..... I \ SCALE: 1/4"- ' " — — — - - - - - - - - — — — — — - — REMOVE TUB FOR T 12'-7" FUTURE USE RETAIN STAIR, REMOVE REMOVE PLUMBING RAILINGS AB C D E FIXTURES G THROUGHOUT I REMOVE EXTERIOR I I 0 WALL I L REMOVE ALL EXISTING REMOVE AND REMOVE METAL WINDOWS RETAIN BILCO DOORS, CABINETS AND CONCRETE STAIRS AND _ FOOTINGS I I — — —— I REMOVE EXISTING EXTERIOR REMOVE AND RETAIN STOVE FOR FUTURE REMOVE ALL I WALL USEEXISTING ( . .......................................................................... ........... . ..... . . I > FIXTURES AND ( .....................__.... ................:......:....::.:.. . . .._...__ .. . REMOVE I EXISTING WOOD ................. ... ...:........... ..................... :.:.:...................................................::.::::..-- FLOORING 0 ............................ ._.._.............................................. . . . ................. ................... ...........................:.... ..: : ::::............... ..:...........:...:.. n—— — ———— — —— REMOVEISLAND — — — ...........................................-............................ — — — — — — 0 0 1 .._............................................................. . . ........................ .............. ............... ! Ii AND RETAIN FOR FUTURE USE I _ —I _ ---- - ......._...... -------..... ..........._...__..__..._....... ( ; ....................... .... . I........................................................... .................................................................. ......................: I I I II BEDROOM ... .. . ....... .... .. j ......................_....... j I I o _.. . I � i I I �U I I I I I �L I I ..... II i . : I I — I I i I I I BATH Y .......................... II REMOVE EXISTING CHIMNEY FOR If T- --I III..... I � .. .. �7IIiI \I .I. .....LIVING ..—.._..—.._. —.... �...I. I................. .... ................................................. — — �. II I...... . . ... . LIVIN... G ::::: ::BOILER :: : ::: ........... i!II I PROJECT ADDRESS: L . _�---_______ - .......... 2580 Main Bayview ............. _ ...................................... .......................................... .. .... ...................................... Southold NY 11971KITCHL .............. ........... ......... .. ...... ......_ _ ............N .. ........_......... . ..HALL _ RETAIN ECKJO!.............. ... .. .... ......... ........... . . _ 11. , _. ............... / II I : ! (AS POS IBLE). ......................................................................................................................................................................... ............. .......................................................... II . - ?'E.4RDS C�`g J EAA °'STAIRTb REMAIN DECKBPROVIDE ................................. „ .............._ /_..TEMPORARY.. ........... N Cs I �- � U�I� SUPPO : . I I ! G I I RTAS III ........... ...... . ....... .......................... . II I PORC ....................................... ; ! I . ............................. I ..................... II I .. . . . H . I -- -- - -- -- - �........................... - I I n If,I if IT ........./... _ �Ctiflo II it II II II II II I I ................. i 1 i _ _ _ I II II II II II II II I I I...... .............................. , ; , , REMOVE — — ... I u u it II u u TI ............................... — — ................................................................................ EXISTING _. . ...... _.... I l 443, ^' 1' II II II II II II II I I I �rFt7F NEW��� DECK AND ROOM ... .. ............... I DRAWN BY: Author i i I it " DECK i DATE 4/4/2025 8.37:00 AM REMOVE PORCH I JOISTS REMOVE D REMOVE EXISTING RAFTERS, DECKING REMOVE l SCALE: As indicated AND DECK JOINTS EXTERIOR ...... ' EX TI G ROOF WALL DRAWING SHEET NAME: AND TIES. OR P. I I — — — — — — — — — — fA REMOVE ALL EXISTING DOORS DEMO PLANS LEVEL 1 DEMO 12'-7" 18'-71/2" SCALE: 1/4"=l'-0" DRAWING SHEET NO: REMOVE EXISTING BASEBOARD REMOVE EXTERIOR REMOVE HEATING THROUGHOUT WALL RAILING AND SHORE WALL DMml 01 ■ ARCHITECTS: 1 _ /^ _350.0 c A B (�(� NEW 8"PC FOUNDATION WALL r D V- ,_I", D FOR EGRESS STAIRS IN PC STAIRS t) ,- � ,"""" _,"", z NEW PC 8"FOUNDATION WALL - ��111 ����/ ��� SAMUELS+ W/CRAWL SPACE 5'-10" 1I. '-5 1/2" ,11' 4,.-4-1 I2 /'! -7" 16'-8 1/2" FOR FIREPLACE FRAMING ABOVE 3X3'PC SLAB FOR AC I STEELMAN !' S'-5 /2" - - I CONDENSER 20'- 1 1/2" EXISTING' \ METAL WINDOW ' = I ',a 14' 0 1/2" 2'-7" ,. PARTITION WALL AREAWAY.SEE \I , \\\\\\\\\ NOT IN SCOPE 1 I ' , SPECS ,. , oM4 .. , .. - ' , >. = r ad , ' : I I = ADDRESS: L I — — —NEW PARTITION WALL 1 �La — — NEWH _, �� ALL OR ,r - -I. N W MAIN ROAD EXISTING G _. - 25235 , , . „ ..... - _ -.,_........... - RTI TION WA LL TO - - PA NY 11935 , . , - ° ° - - _ _ - - I - - - .. .. - --- - - - — , _ _ - REMAIN _ _ - i . I-I CU TCHOGUE ,. I 1 ; 2 - _( ) D i _..i i — i 631-734 7420 WINDOW , - .: : I ! i (...! - ....I...I�--- _ -- i— •; i Y. i - -' _ I— . - - . - - r, .____. _..._._ ._._ _ T °;: = . - REINF.XXX OVER I I i _ I- i _..... I I..i......._... --I --- - -- --- — DEMOLITION - I ( !.: ;�� - OP STEM WALL ONSULTANTS: SLOPSINK . -5fiO)O COMPRESSED FILL ( ........... ..... ....._ ; I ::...........:.:: I- _:. I }- ...... - • , -,` - - ,- „ _I I i y;, .T, ° FOR DOOR OPENING I DR _I I I !.... d , _:._. ! i . ,. ,, - I 1 1. .. _... ,...... , • , / - I , - r. - - 1 . - , , , , , ; - ENGINEER: DOOR I ._ If" • ; ` : s -' . - -. ,. .: .. ..... . : :. ;................. ;......._._...... ;................! I.........I_ I _ ......... ;:..........: . _:.: '._..._r. : ;�� ��•` ,a� Maresca &Associates (SEE SCHEDULE ON SHEET X XXX) ........... ... I fI i... ........ _ m 1 I West Montauk Highway :...................! - - - .. ` , -31/2 LALLY COL. ., .a €'!' , i _ I 1 .- , I . I I iN.Y. 11946 i , _ I I .. 188 04 W ... ... I ... .:1 f0 -, - - x _ - - - W/3X3Xt,PC FTG. - ' = ° - I 1-; .........._: I :::........... II ........'..._..........._., .......... ..._i._..:.............::.: ...' ° ,.. NEW FOUNDATION STEM WALL Hampton Bays, N o a = I N , ,. _ NEW4 TNK.PC GARAGE I „/ ,a: - 4 4 3 DEEP W/FOOTING BELOW - Q _ ...... ....... ......... 631-728 9480 o I • _ ` .'....... I::: SLAB REINF W/6X6 W/ �T� 1 , u. ,NEW COLUMN- _ _, , . - - .........` ! ..................1; i.............._. OVERHEAD AND BASE MILLWORK m m I "a OVE _ - - r ,, .............. XW291! + a; cr T1NG 1 ;.... 29 ( I.............. ;' w W/PCFOD , 1 w ,, , . , ` • i i . I.... - T BE CONFIRMED °_ MILLWORK 0 I w --- (ALL ca ,. 1 ., :. .. ........: WWM SET ON �i' . „ - Q , ,, _ , , 9 . 3 ....; g VIASHOFDRAWINGS) w `�_ ( COMPRESSED I. - OWNER: I . I ; , I I. I I - EMOLITION LEGEND _ -,_ D ; ii I I _ - s %„ : - - = - b NEW 3 91/2 LVL' ' :. ......_... _.. GRANULAR FILL . - o n- ! ............ _ z , , 1 I !........... .. : . ' N Glen and Mind Home I I I I I Ge a - - - - __ - ; N WALL TYPE TAG - , - , .. , ` , ` ' ;, ; , - I I 1 Ii I d ,d j M G ._ _ _ - - , , — 1 1 ` _.._. I:..._: i N ► Ba view Southold NY 11 - I : .. 2580 Main , I o.00 f . /: (SEE DETAIL SHEET A 80 ) --O „ „ I , I ................. .... I I ._ , _ , .. � " ,i f ! i I I.I.. I ..: Bay view, I - _. 1 I , _ !. „ ... 20 ...._g 1l2 1 8 , 8 _ ...1__. - - -- - I r a :::I ....._......._........__...:...._:_.._.— _._.. --- - - f„ -._.._.. _. .._._._..._._..._._......._........_....f.........................__.._.._._.__- -� ;o„ - .. > _........... ..._.._.. ........... ......._. _ N TO , 'GE ............. .._...............! "A I e , . , i, - / - I WI. . .._........... ROOM r ! -i; I _..__ _ --' -- —. REVISIONS: _- ROOM TAG o _, - : ` • ' - • - ..--- p. , ._; _ ! . . 003 ... — NEW DJ XXX �.- - 1 �...._.._--.r....._...._. { J - 3. I ! i BID/PERMIT PACKAGE ; . I 2625 t— D _....1,W RATE -.._! : ............ I. i I . I i I : a, f - o .f r 1 ......_...........: __.....__._. _..--_..... BAT 1................. . I I I I - 6.19.25 1 , WA I...._I.: -____ _. ..._._.. _ BID/PERMIT UPDATE - - - ....__._: :_............. _. - - -- _. . — f —1 — PERIMETER " ft � - - `- I.............. OPE T4 D AIN- _- a a I __._._ : I sl -- i I TNtGKEN SLA „I a , , c% I 1 1 - -1 1 1- - ` <,. , G // - I - --"-- --" - - . u I I __ - _ OFAPRON. , -, i 1 f a „ ON PLAN LE GEND _.. - CONSTRU . , ,. , -, - `, ;: I ��I -- --- I - - i i=- � =1 -- °�, : I. I. • --- •- ` z ........... .........! I: . -Qi SET - . . --........... ._ 12 P.C.SONOTUBES 10 ( I.......... .......... I I 10 - - .3 I L.. 5 i I. x °d'. , ° 36 MIN ON GRADE , =„'- , _ i ; %; _ ! I I I I.. _........_... I ......... .. -- - -- -- , - y „, :.:.. W/6X6 POSTS ABOVE _____ - - 1'.. _ o „ R. —• 1- - D00 �.......... :, , 3 2X8 _ ;-, , ........ ; ....: ... I....................: : I I: I SUB - - I . . .......... I - .. :,N -, PROJECT NAME: _� ) _____._______.._._..............__ - , I , , �' 4'1i2" - ' - '' N -....== = n. {_ sue: - '_9.1/L" NEWEL GTRIC : ,, a d, _ , : $ _ ' OII HEAT PUMP W/ �..._._..:_..._.,_........__:..._.._..;-$-- =. ....,:...8_:.._Q.......,__-..�._-_�^.-___ _............. _ _ .... --; -- ._........ _........._._..__._.. - f i (I . . 3._ gxT :: :, :1 ,- - � HK POURED CONC FOUNDATION �� L- � � 11 BACKUP • - - d - WALL REINF W/2#S REBAR AT TOP 9' 1 ,ld I ' ` < = W/101,X20"PC FOOTING SET ON UNDISTURBED SOIL r VENT OUT SIDE ,- a • 4._ a. , - '" - - WALL ( d ° = `' _ ;, W/2#5 REBAR °- 0 2025 a° ., JUN 2 I , _. - - : , 1� _J.'. , 46"P.C.SONOTUBES' . - • 1. - , , - 1 i, k To ; : . ;wisxsPQsrsABOVE°a - . • ; - „ o M -510,0 ' a ,' S i DRYWELL q I o x V ,.._.. ;,,., ,., , .,f ° ° : -, ; °a - NEW 8 PC.FOUNDAT�QN � E r.!'; : , d11 SCOPE°TO • e;, - r , - - ,,,' "v WALL FOR MASONRY FIREPLACE I% ::f, ,: I'I <. •NEW DJ XX NEW 4"THK,PC GARAGE ----- M ' ' SLAB REINFW/6X6 Wl _3Q _ NEW FJYX10 @ 16 8'-0 3/8" /, ) ,° I'' 29XW29 WWM SET ON co ," '- ' - '~ -�� G COMPRESSED - , ; o = 1 I - - , - . . - �� ° ° 11 _ - GRANULAR FILL Wl ° ' _ ,r 0 o SLOPE'T -. QPE•,TO,< - --" '� kami BLUESTONEFINISH `V ' - .DRA'IN"_ DRAIN° - - `„ "- "%;. %; '' '!%,, ,I' . _, a N ,,, 4 'I, ,. I I � '4 .1 , a %i., G _ KEEP EXISTING , . . ,a '' `' laft, F� c- ; e ` • /" ";";;,-1-,__< ' '4 _;, ; :. ; - a - � - - - ` ; , ASHE RYER - , •, ° -, -� - . - % - ....._- ------ ---- Q spa To N �' ',,, � /� H;,: ::. ::: 5 � < -1 , 2"P.C.SONOTUBES SET a 11 d ,. „ :/` I / „ , r /` "MIN ON GRADE a� ; -� r� o =- / /6X6 PASTS ABOVE'--(: ) - - _ °; I ;T I " I . - - - ° ,. I : IIIEWGRA{NL SPACE. , , - - DJ 2X6 �f ° ° -'--- „ I °d ad, :I 11 -2 , .0 _ LAUNDRY i 1. NEW m - _- - I_:` .. ,, 4 i 0 °a11 15 -O a /2 R00 I Ar / _ _ r e - �T M f r - - -• w REMOVE CONCRETE STAIRS AND ;T ` , ' n° a� c5 WALLS I- ' - ' �' ' ,- 'P l / „ w Uj kwoo) FOR BILCO DOOR I ;` '. I' - - - _ - - - — ;.> _" - :'l 4 -I. - I „ / / I / i I EXT3-2X10 / z F17 1, , I - -=-----._ .- ... i - - I f - - - - !/ / +-- ! f / 1 - 1 / / / ,' / / 3-2X10• • - .' _ / . 4 i - I I ; Q I 1 I , • , / . - _ , _ i / / / - - - ........................ .... ........ ...... .......... .. ................. / / 1 . f ,- - - ` .. ............ ..... ..... ..... ............ ......... ... ......... ...... ..f.. , / - :. , _ _ 1 _ - , r , - •, _ _ • , , _ J a T�`- `s D10 . i... cj� .. , w 26 _ E I E3 N 3 W a _ - _. _ ......... .. ............ .... ...._........... N 4 -ETAIN EXISTING WATER , . , i R - - - !... T MN , - , - „ , _ OL W E ST _ , _, , „ , , , f / EATER - NT . % - REMO E 1 I , ` , .__.._ t _ _ ....... ..,.. ..... .._..... ....._._.......... ................. , 1. 35 .0 , .......... ]. ........................�.......__ __.... . !STING - I � ' ° EX f °y „ - GOLU�VIN I - - - - ` , . • . - -, _ ,. ; . ., - w i ; _ PROJECT ADDRESS: _' _ - - _ i - - -- - } - _ _ N 'rS - ^r' _ _ __.._. _ EXT DJ-2X6 f i _o` __ .._,.__ _i_ _ _,._,. _ - - __ - _ _ .. _.. . . _. W _. - n Ba vie, __ Mal I. 2580 .. , - ,, { _ - _ _ -j- 4 xx I' , r N M EX! TING 3- 10 I S Southold, NY 119, Souf 1 HR RA-1 / -- 71 a - a I , I , ,. - - , - Co w ' _ WALL AND , 1 I f 1 V DE XX 4' PRO i . ,� NEW DJ 2X6 __, _ _d 9 ___1 _.__._,. - _ _).,__ = CEILING._ _ _ __. _.. _ _ CJ' 10 sh _ ` - ACCESS' I I _ 2X +. -2X10 3, /y I _ - t ,cam �q - ---�•`� -- - -.- - , , . , = - TO CRAWL / , / ��`�� 1 1► , - ,a MEC I� , I — .il - . % , a , , _ tr - `• _ _ o is = r111 _.. __....... _ ._ - E C PACE L�_.--.-.�- 'UO2: / / I i N WL S EREQ ARC z I REMOVE EXl$TJNG`. , ._ I ;: ti , _ , J EA _ i i N AC .FUR N C� I I / E , _, . - N _ _ - B0� E-POS TA r_ --- t/ I ; _ All, I I „ / „ 4 „ I _1f , i /// - 1 GCn , - 4 „- - i '_ _ - N a i _„ - % , ; , N` r 11 Q - _ r Tr r n -IF- , „ , - 1 • 1 t ' " ,. • ' - • - - I I-' - - - - , _ . z n• o L - - ! !t...._, I I I 1 / BELOWEX1. / ' l I, P///� I - ) / _ _ .._L....- ...I II II I II . .....I'..... ..II I I I I I ' - , '' , - - - f II I I I , , „ / / - - / , • •' w a •�` ��, �E. • •NEW CRAWL SPACE, o � ' -'-- - - - - ,. — / r •�i--.T, ,r' I z / //,1 - I II II I 3 / - it I JI- I _. __.._ _ ._ _ - I _L ! - . u I I ;, I II - -- - I 1. r II.. ...11...........1L...... I I I I S w „-" I ll 11 II ... 04 , ,, I,. II I c7 GIR I.. T 43 , 0 1 /.. --'— - -- J 11 / -9 O � _f k NEW DER 3.2X10 i F EW _:._.-.._..__. - , N , _ ----- - _ _ r /. / y H / „ - - ` - „ °d _ .. .__..._. L - - ,- �s i. L _ : ER BOAR1.D WI ° . , ` L NEW 2X6 LEDG11� „ 4 - . , 91 / / ; , , - - •a- _, `: - z .: �, ,, AILS i m. � I 212N @ 1 G =_ . ---._...._..------ ° • i I NEW ELE --._..._ 1 II CO UMN E STIN _.._...._.._..-. / x ,/ DRAWN BY: Author — — — , I 26'- , 9:03 AM , P /PRePA 1 . _ . . - - - c� w Q N SCALE. s indicated - BACKUP / co P I • , - -` _.--- __....,_ ___ _ _ DRAWING SHEET NAME: ` REMOVE - , - , - XTLEDGERBOARD , 1. Q - ;EXISTING-• ' „- '1 ' I z NEW 2-2X8 GIRDER TOP FLUSH W/DJ / / j _ COCUMN. -_ - - - E - t- / IQ11) , ,,. , „- ( ,_ , . , , _ /�I`_ #'-51/2" 4' 51/ " 4'-6° / j f11/1 - L NEW C-, ,- $P}�CE'I _ ,� BASEMENT PLAN — / 5'-3 1/2" 4 - 11 1/2" 4'- 11 1/2__ 10 " 4'- 11 1/2" 4' 1 1/2' - M N- - • - - , . - , - , -' , % - - - !, - ! ! i ----------._.--..-- 8"THK POURED CONC.FOUNDATION -- - ev F - �D #5 REBAR DOWEL @ WALL REINF.W/2•#5 REBAR AT TOP DRAWING SHEET NO: 12"18"LONG x x A" 12'-5" I g" AftBASEMENT DEMO 6"EMBED GROUT SOLID W/10 X29 PC FOOTING SET ON UNDISTURBED SOIL NEW2.2X8 GIRDER TOP FLUSH W/DJ- -._.._..........--- --------,, --_..........--'- - W/2-#5 REBAR _ _ _ /M SCALE: 114"=1'-0" - � � - � • BASEMENT DESIGN I I SCALE: 1/4"=1'-0" 4'-6 1/2" I 4'-6 1/2" 5'-8" 4'-5 1. 1/2" 4'-5 1 I2" A U& A'"L 0 m 1 O' 0 0 A'"k 2 i I i i ARCHITECTS: 6r --• -350. 40'-9 1/2" 5' - 10" 9'-51/2" 7'-11" 16'-81/2" SAMUELS+ METAL WINDOW I 1 AC CONDENSER WELL BELOW. SEE SPECS I STEELMAN 18� �� ON PC SLAB 20'-2" EXISTINGSTRUCTUREI 61/2" PARTITION WALL -—. _ 10 = 3' -5" 5'-0 1/2'. -8" 4'-2" i -401.0 E -- EQ I EQ Q NEW PARTITION YVALL ILI NEw As ADDRESS: 2- x8 D t2- HD . _ - " ' - - - - •- - - - • - I 25235 MAIN ROAD 2- 8 HD 2.2 r8 HD WINDOW 3'-4 1 4' 631T734o7420NY 11935 — 1 ; 0 CONSULTANTS: DOOR 1 X 41PE STEPS - � (SEE SCHEDULE ON SHEET X XXX) °- ENGINEER: W/IPE LANDING o N N NEW POST I Q 1` I N ED11 = o Maresca &Associates ON NEW DJ ED4 I ; - • : W 188-04 West Montauk Highway bo DEN GARAGE' z W , Hampton Bays, N.Y. 11946 OVERHEAD AND BASE MILLWORK - N w : '? • - 2X8 RR @ 16 0 111 1 °° i ;I 114, (T) 631-728-9480 ________ (ALL MILLWORK TO BE CONFIRMED t VIA SHOP DRAWINGS • ' ) N R N .• NEW OVERHEAD DOOR TRACKS. '• ;'-•'. NEW WOOD:FLOOR _ N OWNER. = x THROUGHOUT NEW FLUSH W10X45 r i 0 1 i WALL TYPE TAG u ED60 1 '� —' ' _— - • . N Glen and Mindy Homer (SEE WALL DETAIL SHEET A-800.00) 1 iN `*NNt w I 1 N N 2580 Main BayView, Southold NY cv) Z NEWPOST ,NEWPOST' _ ROOM _ 4X4X 114 STL.COL.' _ 4X4X 1/4 STL.COL. EACH END ' EACH END _ o 101 ROOM TAG N 2X6CJ@160C NEW FJ REVISIONS: �, I — _ _ �_ — 1,HR R�I TED METAL;• ; _ BID/PERMIT PACKAGE 3.26.25 3-91/4 LVL BELOW WALL DOOR W/SELF CLOSE W o ED45 NEW POST HARD ARE - _I-�` z BID/PERMIT UPDATE 6.12.25 CONSTRUCTION PLAN LEGEND zo CABINETRY _ C W/NO COOKING NEW POSTS - - - � 0 APPLIANCES —-—- 5 ,50a, I u NEW OVERHEAD GARAGE NEW OVERHEAD DOOR TRACKS- DOORS. W�01 0 DVV I D I ;� fl1, ? - ; _ SEE SPEC AND ELEVATIONS 3.117/8 LVL HD , 1 2.2x8 HD - , - 2-2x8 HD -- — - _ 1-2 8 HD 2-2 D --- _- — — — — — — — 6 PROJECT NAME: I ---- 4— 4 — 4 - 4 ---- ` �� W8 1 \9 iI 3' -5" 3'-6" 3 -5" 3'-4 1/2" 2'-1 1/2' 1 /2" '- 1 " NEW SHINGLE SIDING PER SPECS ON BLDG PAPER I� 1 14'-7 1/2" ON 5/8"PLYWD. SHEATHING ON 2x6@16"W LL WALKWAY I 3 FRAMING, w/INSULATION PER SPECS 15'-3 11 " 110 �i W$ )k5_00�-o - 1 MASON-LITE 49"FIREPLACE -510.0 W/BRICK VENEER EXT. o) , D51 '1 , I - 22'-7 1/2" NEW FJ 2X -352,0 'i 8 -6" 6'-7" T-6 1/2" coM � G BLUES ONE W$ NEW 4"THK.PC PATIO 1 LANDIN /PC. �J w ---- '---' '---""—"—'— SLAB REINF XXX CONCRET M z 1'-0 1/2" $ 0 ABOVE OVER I " „ - " " „ COMPRESSED FILL. SLAB W/ w (o I 5 -2 2 -5 1/2 2' -6' 2 -5 1/2 11 2 -6 2'-9 1/2' 2 - �01,0 12X24 BLUESTONE z ,x _ NEW WOOD 8 PAVERS GROUTED NEW u, PLC -ZX8 HD 2-2x8 HD - BUF�NIN _ z — ---�xa 400.0 POSTS NEW HD 3- -' - 3-2X10 W 3-2X10 ... ,p� NEW EXTERIOR PROPANE _ 1 _ - . - I —•— -— —- -—- z J����`P� - HOOK UP FOR BBQ N 353,0 ",' W • ,- " 0 0o I k o0 . z lA in - N 2 = N t , t N ....,,.. ..... ' ... 1 1 1 I 9 9 - Z Uj 0 N W ` x I --- - --+— ---- - --- - - f - -401.0 z N NEW FLUSH HD 3- 00 NEW FLUSH HD•W10X68 2X6 CT7 T THRESHOLD i NEW POST ILO 1 2-2x10 H o o 4X4X 1/4 STL.COL. O CASED OPENING I NEW POST ' I 0 D i . i 4X4X 1/4 STL COL. ' 3 EACH END ii Cl NEWPOSTS �050 LIVING ROOM t EACH END 1 N W 7 -0 I x I N I 1 CV �' ED42 co _ ' 5 NEW WOOD FLOOR i I aU Q W k , I THROUGHOUT I °° 1 WIOI -405.0 r NEW 1X41PE PORCH ' Cx r -351.0 I D4 N �_ ; ON EXT FJ XXX J � EXT. ISLAND W I 42" I a _ PROJECT ADDRESS: POST TO RIDGE ABOVE I I ED42 "� z FROG HALL W N I r IV' T-0" W 4.2X6 00 M ' m i �, -6 / " 5' -2" I 10'-2„ r 4'-4" ..... 1'-5 1/ 1 2580 Main Bayview _ — � 117 I e NEW HD 2-9112 LVL r NEW HD 2.91/2 L VL rNi Southold, NY 11971 - ---------- ---------- N w NEW 3-9 112 LVL RIDGE o - ---- ---- z Ir1_.-i • CASED OPENING. I I CASED OPENING 2 KITCHEN I _ x i COLUMN W/ N - ENTRY ALIGN STAIR a, �,� I N 106 N{ la NEW FJ-2X8 0 {I I � `- I u I ED60 z N I V-8 1/ " z i' i `" DINING WI I' I 115 2-2Xs ��?,F- ARC'yi ED1 cm m rn NEW WOOD FLOOR J I I I I r w \5 JEA N . NS I - THROUGHOUT N Cy �- NEW ILE N Z� �,t`r ' z ......w .. ........... FLOG 6 �' can = ILL _. _ •. W cy PULLOUT , _ ' c N - z cn b .yl z * „ I .. . .. ......... N W LE m OU I E , ..... ,o .. ---- -------------- I WINE B NQUEII�SEAIINSz B V i ' I , - _ \ -....... I � - - vv1jj 1 2.2X8 NEW HD 3.2X10 I N N 2-2x8 HD i ; 04436 NEW POSTS OUTDOOR CL 2-2x8 HD -405,0 `O I FOF NJ11- E�� — — ------ 2-1X HD `r t b O _.. - W2 W2 W2 2 5'-6 1/2 a DRAWN BY: Author T- 10 1/2" 2'-5 E D6 E _. ......_........... .. W., o p 12'-3' 2 - �s _ �I 12'-11 1/2" 3'-10° .... _ .. ...1 N �� Im �,��s% � � DATE: 6 NEwPosrs x o 11012025 10:28:45 AM NEW 1X4IPE PORCH i '� .:5 SCALE: As indicated i �` N NEW TERRACE z F�x �. ON NEW FJ2X8 z ABOVE ..............__..-..--.--..... DRAWING SHEET NAME: 2-2X8 HD NEW FLUSH HD 3.2X8 W12112"7" .-..._..... 2-2X8 HD LINE OF DECK BOARDS CUT „ FIRST FLR PLAN AT DIAGONAL 4'-11 1 2" 4'- 11 1/2" 4'- 11 1/2" 4'- 11 1/2" 4'-6 1/'�5� 3 4'-5 1/2" 4'-5 1/�' 4 -5 1/2 �p x NE 2.2X10 ED32 oG��F 1/2 �, — — „ 24'-9 1/2" OoJO� S .. . . .. �,���J,� ..... 18 -7 1/2 4X4 POSTS W/SIMPSON BC4 -3' ED32 LINE OF DECK BOARDS CUT DRAWING SHEET NO: POST BASE+SIMPSON LPC4Z .. ... AT DIAGONAL • POST CAP W/PVC SURROUND --- --- LINE OF EXISTING DECK W/BASE AND CAPITAL TYP. 2.1X8 HD LEVEL 1 PLAN SCALE: 14'=V-0" 1 9 11-5- ■ ARCHITECTS: 0 9' -5 1/2" -350. T- 11 16'-8 1/2" I 1 SAMUEL S-a- 6'-9 1/2" 1. 34'- 11 1/2" 6 EXISTING STRUCTURE/ ST E E LMAN PARTITION WALL 13'- 1 1/2" 5'-5" 6'-2 1/2" 8--5" 6 ?12 403.0 ADDRESS: NEW PARTITION WALL .............................. ............. ...................... 2-2X8 HD 2-2X8 HO..: ----—-- C14 C) 2-2X8 H 25235 MAIN ROAD WINDOW 2 7" 11� - --! -; �.l L CD CUTCHOGUE NY 11935 ............... ....... . ........ 631-734-7420 ......................... ............ ............... ........... WIC Cj -L-L-BATH Cl) CONSULTANTS: ........................... .......................... ... DOOR 214 {,.. .�f. ; I to 213 F4 (SEE SCHEDULE ON SHEET X-XXX) 04. ENGINEER: ......................... ..................... ........................... ............................. Maresca &Associates 13R 00 D12) 188-04 West Montauk Highway A Lr) Hampton Bays, N.Y. 11946 OVERHEAD AND 3ASE MILLWORK .............I i--- .� -. to ......... NEW 2 .......................... ---------- (ALL MILLWORK TO BE CONFIRMED - - �p .. . 11 , (T) 631-728-9480 .... .... ................ .................................... ............................... ........... ................ ............... VIA SHOP DRAWINGS) POST ABOVE NEWPOSTTORIDGE ........... STABOVE OWNER: .......... ...........TO RIDGE.._......... (�q?Too U- Z3 NEWR;DGE 2XI0 ---------------- C) WALL TYPE TAG (SEE WALL DETAIL SHEET A-800.00) ..................... ...........................0 R NEW C,� CN... ...................... .. ............ Glen and Mindy Homer WIC I NEW CZI;p cli !U N-352.9f Q . ..... ......... 2580 Main Bayview, Southold NY ROOM ------ 216 ROOM TAG D12 .................. ............ ....................... CLQ . ........ ........... C*11 W REVISIONS: ........... Lv- Nt .. ..................... ... ............................. D1 ....... ..... BID/PERMITPACRAGE 2- 8 HD 2-2X8 16 CC 3. Dryer Washer 26.25 ....................... ................................ CONSTRUCTION PLAN LEGEND BEDROOM ... .. .......................... ............. . ... ............ 1 --212 ........... .................... 21 Co C-4 ii:5 D14 ........ ....................... 0).................... 223 ................ ............ -2X8 HD co CN 2.2X8 HD 2 2X8 HD;'**; C-4 . . .. ..................... W EQ W71 02 2 PROJECT NAME: 8" 1�--7 1/ill -5--3 1/21' 5-- 91- .1 fV 15'-0 1/2" 2X8 RR * . I I - CW7 C? 1 D3O Cq Cl 510.0 0) co S! ... LU �-! HALL' W7 12'- 1 1/2" 04 0 .1 I CIA C4 206 Lu W7 A 13'-9 1/2" in 0 T 2.2X8 HD 2-2X8 HD..- 2.2X8 HD 2 WICHIS .�. ............................... D14 ................... co co ............ ............ 209 ................... 2 1 LO a—2. - - 2X8@16 RR LO 16 RR 2X8@ . ............ 3 2'X10 H -—-—-— -—-—-—- .1 J P4qF- ....................................................... ...... . .......... .. ................- ............ . ... .. WIC HERS .............. ........................ �D:1 D1 15--2" ZY) I-AM Vent Hood in- ............ ......................... PBEDROOM LU Z3 OFFICE 4M ................ ................................. ............................................................- .......... Q F 205 1 01 .............. ......... co .......... ...................................... ....... ........................................... NEW FA UX RR 351.0 �---- ----- ................................................. POST ABOVE TO RIDGE' (D CY) .. ............... .......... ........................... ............ .................................. PROJECT ADDRESS: co ...... Uj .............. ............ LA- Z3 .................... ....... 2 -�............... .................... -40 .0 Lu -.- Q - ..................... ................... 00 7\777 777777" 2580 Main Bayview . ........................................... l7 co N 4 J� Southold, NY 11971 ................b ........... . ....... ............... ........................ -- : ... .:............ ...... 2-14-LVL RIDGE 7 4�111 POST TO RIDGE EX1STfAfG ROOF RIDGE ce) ............. ...... ..... ------ .................. Cf) Z3 3-2X6 C)........... Z3........... D9 3, ........... E Q: . ................... .. . ................... CIA...... 2-2X8 HD ....................... 2-2X8 HD D al, ........ 3-2X10 HD j A& Ck: .......... 00 V-7 STAIR HALL 1�4i C �A ................................ ................... ................. ............................... ...... Lu C14 .............. �­........... ........... ...........-............__...a,..._------— . ................... ............ .................. .......... .............. .................... ...... ............... NEW HEADER ? 04436 .............. ........................ Oz OF NEWS lk-z mom 51 ill, 10 1/2" 3 -11 1/2" 3'-11 lf 4" 6' 1 1/2" ............................................................ ................. ....... 8ATHJ �1 ...... 41412025 8:35:3 7 AM I ................................ ....................... 2�6&J �0007 ..................... Co k DATE: .......... C4 203 Q C,4 TOI` ...... ... ....... I SCALE: As indicated TERRACE ........ .................................. co D12 ........................... .................. ........................... .. . 7 t a - : 2-2X8 H i i 1 1E - 1. 1111-1.-i—i—i I' �[ 266i �00 DRAWING SHEET NAME: 12' 7"' ...................... C5 5 SECOND FLOOR PLAN l/C 5 -1 1/2"5'- 1/2" 2-t ........................................................ 91-:2 1/2" T. 4 lZI ..................................................... ........... 12'. 7" .............................. DRAWING SHEET NO: k4:0 3.0 D LEVEL 2 PLAN SCALE: 1/4"=1'-0' �02Aml 02000 - . I A I ( - '1116- ARCHITECTS: . (�,_&� ���p � ("�r � (_n� (_P� r 1. 51-101, 1 9'-5 1/2" 1 __L7'- I" 1 16'-8 1/2" .6 - J � I �, I 1\1t,i I �� SAMUELS+ I 1'-4 -310.0 1 . 6 EXISTING STRUCTURE/ I NEW HALF ROUND STEELMAN -_ I E= PARTITION WALL 11-4"___,_� .* 5._ 1011 1 1 1 1 1 1 11-11 GUTTERS = I I � I ,,�',`, ,� � c1b. . I I I - = .1 Z, -11:7117] NEW PARTITION WA_L - 71 -�---�_��... . ......__-L...I...��.... _1 ____......- ____:�L_L.L.....I................ ..............­ ________........____ - ____ I_ ..............�=_ .... . ­_ ___......�----------_...__ -.-.-.-- - �� IT � ... . 1.11­ - �:::::=:+� -"- -__­= I . ,.,r �...�........�.................­­­­­­.......­... ... .. _. 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ARCHITECTS: - SAMUELS+ 7 6 5 4 3 2 1 STEELMAN NEW CMU A D BRICK FIREPLACE NEW FRAMED CHIMNEY 1. ROOF ON��NDINUNDERSEAMLAYMENT I I I I WITH BRICK VENEER FACING o 10'-01, _ 12 NEW PIC RE WINDOWS ' ADDRESS: NEWASPHALTROOF - N - ------------------ '1 6 SEE SPE .W/ 31/2"PVC `'' ON LATH UNDERLAYMENT 12 CASING 25235 MAIN ROAD ON 3/4"PLYWD ON RAFTERS - - - —r- = - - - - - - - - - - - _ _ _ _ _ - Level ROOF CUTCHOGUE NY 11935 PER PLAN - ! 11 8 PVC FASCIA W/ I I I I I 23 -8 g1128��' 631-734-7420 0o I i1 llfl I FAI r-rinl MIM,'I i'r'rr'r') \ � 1/8 PVC RAKE BOARD W/ ! ! ! I I ! 1 EXT ASPHALT ROOF Level 02 CLG ADDITION 1/4 TRIM AND 1/6 I I I ON LATH UNDERLAYMENT °O 20'_O° CONSULTANTS: FRIEZE BOARD I I ! I I 1 1 1 _ ON EXT RR+PLY - - i — — i i -+ ' ; - ENGINEER: EGRESS WINDOW _ - 1 I 1 I I 1 ' ! ; _ T i l _ I _ _ _ _ _ Level 02 CLG Maresca &Associates CLEAR OPENING:5.9 SF - - - - - _ - - SEE SPEC I I _ 18'-10" 188-04 West Montauk Highway ^�--?--' I� �-- 1 AR SIDING ON NEW I ! i Level 02 W NEW RED CEDAR s G I _ ,, Hampton 31-7 8-9480 Y. 11946 I 36"RAILING W/ 18 O BUILDING PAPER ON EXT PLYWOOD , , � I 11 ! ( I I I ! j 1 ! ! 1 I 2 1/2"CEDAR CAP 11 NEW 400 SERIES WOODWRIGHT 1 .I ; Ii i 1 12 12 AND 2'X2"DOWELS o ANDERSON DOUBLE HUNG WINDOWS : . I : . : i 1 JH 15!� 5 1111k�il STANDING SEAM MTL. ao N OWNER: - i I : I i ti W/GRILLES AND 3 1/2 PVC CASING AND - I , 7 I ROOF ON UNDERLAYMENT L L �— I 2"SILL , . iIli Level 02 ADDITION Glen and Mindy Homer STANDING SEAM MTL. I � ,—.H— — — — — LL , ' ! I — 12 — — _ — 1 -O° 2580 Main Bayview, Southold NY N ! 31/2 ROOF ON UNDERLAYMENT , 1 I _ . 4'PAINTED CE AR PLANKISIDING I _ Level LEVEL 2� 1/8 PVC FRASCIA - - - - - - - i . - 6 - - - - 0 1 O'- OI�ID' BOARDW/HALFROUND - - - - - __ : �_ __ _ _.�a - __ __ - I - - - _ - - REVISIONS: GUTTER 6'X6"SQUARE COLUMN I I Level 01 G BID/PERMIT PACKAGE 3.26.25 1/2"PVC SHIPLAP SOFFIT E 5 E 5 E 42 E 42 ! ! W/PVC SURROUND g'-10" 11 00 01) / \ �1) �1) � A4 CAPITAL AND 8 BASE BID/PERMIT UPDATE 6.12.25 EXTERIOR SCONCE I I 1 NEW 1X4 IPE PORCH 1 �17 ON EXT FJ XXX 1/6 PVC CORNER BOARD I ; ! o TYP THROUGHOUT ,, I iv ! I I I ED32 1/10 PVC DECK -1 BRICK VENEER r` ! ! j BOARD TRIM ON CONCRETE STEM WALL i I ( ! ! oI 7- ( I 1/4 CEDAR BOARDS : ! ( 1 1 ;' , 1 I ''', ' Level LEVEL 1 DE PVC RISERS W IPE I Wp 2 r I 1 8 P, N _ I : WI I I I AS DECK APRON _O PROJECT NAME: DECK BOARD AT TREADS , I 11 i — _ — I - -: _:_...._.:_........:..... _ i. - ..........._........-..... - _,. .1.-..,.......I—.r. ..`.;. r- 1 I_OII : : 12 ONO TUBES SET BELOW .. : ; 1.2 0* 1, , J - eve GROUND W/6X6 POSTS I. -'- - - - - - -' ---.. . .--'- _' __ --- . _ - - - . - - - 1_1 . r ---- --�--- - - �. - - - r - - - - - 4' _ I " a I ,f _. „ - _ _ __... - -I - r I - 5 „ - } „ - r , se d I~' l' l ......_........... ................... �....._... I _ , i ., ......... ., OW ! , . . - ,-, _. _ __I F ..,..I . , I _...... l ' - POSTS _ . -.. . - BL E ` . 1 ._ ,_' _.._ GROUND OS S U TON iN SH ON CO RET LAB ' i , ., , i _ -- E5 - ., . ., , - _.. .,.__ _...- - - ,, - - — - A' I W BLU' ON ,fi E D L ND NG / EST E S. I l' .Li . - _ . . . — - , - i. -. - -- -- ,I i - - _ „ ( i ..,....., : ... „ , NEW 8 THK POU ED EXT 8"THK POURED - , R . . : ._: - - I. , , I 1 'I- I ..... .. .. .. ..._......._v... .......... ......... - ..... _. ..._ ..............:. _ ._.......... .c..... .. .. .... .. ...._ .. , ONCRETE Ffl N1�ATION CONCRETE FOUNpA71ON _.-, _ . C. U _ . , l - - -- ---- . _ _ -- - - - .. -- I , 1 HIND ___ FMALE E r__ W LLS 'B. - - A - I - - - 1 - __ _ _ _.. , I i v. , i- _.... _. _. _.. _ ... _. .. -r r• r - , + I • , „ '- ..' : , : • , I, ............... : .- __... , ... ..... ...... ..__ . r , . _ ` : ` ,. ' _ _,__ , - _ �i -�—- r--� - �_. ..� r=- •._,.--.- • - - - - SIT— — 1 , , n— `-,`+-.r'--,� : : h : : —`ter—' ...... T� Level BASEMENT .I • e i I , ,. ,, -- - _ rl� 6 5 _ , ', y .. I l ... ... _. _._._. , .......__ ., : .. , 77 ,', _ - _ , : -r ....... ..__ !._. : - _ 11 - I• it- I^ i I , k WEST ELEVATION _..... . . .... ...... _. : _ ... . .....__ ._..._.._._. ......_..... ._.. i..._...._. .... ... .. ..... .. ... ._ ..__.... _...... .... .. ........ ..... ....... _. .. -I _. __ __-.. _....... .__... + _- _ : __..... ............._... ...__.... I "I - , _. 1 I ... Ii + _. ._........ ........... ._............. ._ -..'.! _..._..... - -. .... _ .+ _...-' - ..._. i_._._..`_. —._.. .......-.. _ _.._...__ ..__.._..._... ............. _ - I _ . .... ... _ 2 SCALE: 114"=1'4' _ _.. i I ... I.... ( I0 A B C D E F A I- ONB C D E NEWASPHALTROOF F G LATH UNDERLAYMENT ON 3/4"PLYWD ON RAFTERS NEW ASPHALT ROOF PER PLAN LATH UNDERLAYMENT 36"RAILING W/ EXTASPHALTROOFI I I I�Olv 3/4"PLYWD ON RAFTERS EGRESS WINDOW I � . � . . I I > PER PLAN CLEAR OPENING:5.9 SF I I 21/2"CEDAR CAP ON LATH UNDERLAYMENT SEE SPEC/ / " [A AND 2'X2"DOWELS ON EXT RR+PLY� F I I i I I I I I I 1--r- o , . . . , _ , ,._. _,. . ..._ ­­:­ ;_%, " , _-,, , " � ­1 , "I I 1. / / , .. ,,, , .. Level ROOF STANDING SEAM TL. -,-. _. .. - - - - - - - - - - - / ,. _. . .. .. - - . . . _ M.,. m. N UNDERLAYMENT - 23 8 91128 ROOF 0 U I . 1 a...,. ..,:. . . „...., 1 II �.. I I " .. � .. ....., .-. .. ., n 4 ND R PER PLAN „ - . .,.. ON3/ PLYA _._,,, , �.,..w. ,,.... _. .W.. F._. . . ._:.. ,_.. .m:. - ._.. - „ ' w, -- ... .. 0w „_ 1­110 _ _ „_- _ _ _ _ r , _, , µ eve . m.. + °�� L `� 2 CLG ADDITION I 1 11 I I , . o I- - w,_ : , _ 2 2 _m - '- W5 I j W5 , I N - - - - - - .- _ . _„ _ _.. _1 � ! ! . . � . - _ _ Level 02 CLG , ... ........ . ... ............... ..... .. . ........ . ...... - _ -- - 1 TT� Y1 --- - -- --. I I I - I µ , : f 1 ! i . ., Level 02 W I I I l i : i : 1 r + i + l j i i + II : STANDING SEAM MTL. 11 ( ; I -- - I 18 -O I . J I ! iI 1 R F N NDERLAYMENT I PROJECT ADDRESS: 1/8 PVC FRASCIA I 00 O U l i t I I I l i i ! - . I o W/HALF R UND i O BOARD I I I I I I 2580 Main Bayview _H GUTTER ; ' I I :�H 2'-2 1/2"6'X6"SQUARE COLUMNS I ' I °O `° Southold, NY 11971 i ' ! t W/PVC SURROUND ! I 12Lit. i ; i � , : i : I o ! ! ( 4"CAPITAL AND 8"BASE I ( I I Level 02 ADDITION 3 I11 ! I 12 , c I N I 1 1_011 — — — r �_ — . I . - N I rt i i N __T 1 I ! ! I - 1 2 T I I - - - - - - - - - - Level LEVEL 2 1. A - I -352. S��R RC i E.f EA/V y T I ; j 1 ! NEW 1X41PEPORCH ! i Level 01 �n� ,�`� ! ! ! G ON EXT FJ XXX 11 _ i I g �. f I_-H +� I 1 2 2 2 1 i ,,y_ 1 I I 1/10 PVC DECK � tI 1 FIF -- BOARD TRIM I _ _ I , I I O i I I74 , I I / DAR 8 ARD 11 1 ® ® ® E 14 CE 0 S ' I I ! , . 1 . _ 1 ED6 s i :AS DECK APRON 3 I i i i N '� T,4 04436 �� 1 . r i E 1 X 24 BLUESTON I _ 1 - I i I I OF NEW I - fEU �� N I I �, n W 12 N TUBES SET BELO I I cc> I SO 0 : i I I 1X 41PE S EP S ; i AVERS N 4 SLA i 0 I 1 1 i 1 I i POSTS i , -GROUND W/6X6 OS S v LE 1 I I Level LEVEL 0 COMPRESSED FILL V>/IPE LA DING ; I ®WP i I v _ I - i I I 1 II - - I O: NEW�J I I 1 I� co I C, � ! I -O i \ \ ..­'.. 1 I I I I H _ DRAWN BY: Author 11 _ J; tr., A T.... ...., �— �' N t .. .... + Leve BASEMENT CLG DATE 5 2 A i - II 1 -.per RM\\� 4 d � i : - - - - - - ,� . . -_.. - t_ 1/4 1 0 % =k\ - -, I -- --- 'I-• - --I r- 1,-� -- - - - - ,i -- - — - - r� -- SCALE: r i ... ... ..... ........_. , _ . I• ...... .. , . Level GROUND A 1 : I Ec I :-. - a r _ '+ I i � 'I 11 1 ,..... _......._ + _ 1 ... ., ....... 1 , i :, �, ` • 1 I , , I 5 DRAWING SHEET NAME : I - - •I - - - r 1 _. i _ . . I .... ....... :. - ! I— . _ „ .. r . 1 I f + , . „ : _..... '- N w 8.T POURED ED _ f_ ,HK R _ 1. ._ ,...... r ......... ............. ....._......... ...._............ y , , , v • , r i :,. : r_ : i' ELEVATION NEW 8 TK POUR b -_ - - - . -- - - I . -f f - I I. - -I,- I } 4 I I. . t - 1 . I_ FEED _ _I I I I .1 1 -EX� �8 THK•i'OU I - - -- _ _. _.. F S - AL - w 1 N E Fo DArioN ,. - .:- ` - - .` ,, - � ' i I CO CR UN I' " + : , { I. { 1 N R T NLS' TIO .I \I. I , r... 1_ - 1 , WALL , I _. T. ` WALL I ., , - — - - - — I , , r , _ : ... ... ._ ... .. ......_. .._....._ ...... .... 1 _ 1 1 _ I ..y' - - - -— -— ..,- -- - - - — - - - '-�- ---'-- — - ! — y--'- — — �, Level BASEMENT A .... _ _.... .__._ ......... .. .. ...... .... -. .. ..t..... _..... 1 n ; eve I I .............. .. . 1 11 - _ _ . IT DRAWING SHEET NO: .. I . : 6 5 � 3 ELEVATION SOUTH - INTERIOR BRICK VENEER SOUTH ELEVATION SCALE: 1l4"=1A" ON CONCRETE STEM WALL SCALE: 1l4"=1'4' Am301 001 I I ARCHITECTS: SAMUELS+ STEEL MAN ADDRESS: 25235 MAIN ROAD CUTCHOGUE NY 11935 631-734-7420 CONSULTANTS: ENGINEER: Maresca &Associates 188-04 West Montauk Highway Hampton Bays, N.Y. 11946 (T) 631-728-9480 OWNER: Glen and Mindy Homer 2580 Main Bayview, Southold NY REVISIONS: BID/PERMIT PACKAGE 3.26.25 PROJECT NAME: G F E D C B A 0 NEW ASPHALT ROOF ON LATH UNDERLAYMENT I ON 3/4"PLYWD ON RAFTERS iv PER PLAN 1/8 PVC RAKE BOARD W/ 1/4 TRIM AND 1/6 iv FRIEZE BOARD — — — — — — _ — — — Level ROOF 0 EXT ASPHALT ROOF ON LATH UNDERLAYMENT I I I I cO ON EXT RR+PLY M Level 02 CLG I i i ill � e ADDITION I NEW RED CEDAR SIDING ON NEW — BUILDING PAPER ON EXT PLYWOOD I i I I 1 ( ! N Level 02 CLG O — Y ONlAR MENT 18' NEW BRICK FIREPLACE ( ON 3/4"PLYWD ON RAFTERS f I I i I I PER PLAN Level 02 W I 18'-0" I I i i I it li i I I _ I i o NEW 400 SERIES WOODWRIGHT I io ANDERSON DOUBLE HUNG WINDOWS ! W/GRILLES AND 31/2 PVC CASING AND Level 02 ADDITION PROJECT ADDRESS: 2"SILL I 1 2580 Main Bayview + I : STANDING SEAM MTL. — i ROOF ON UNDERLAYMENT ,— outhold N 1971 Y 1 — _ Level LEVEL 2 OgL 1/8 PVC FRASCIA vi I 4 '10" P BOARD W/HALF ROUND GUTTERLeve101 G ; II ; 1/2"PVC SHIPLAP SOFFIT I j j 9 I_10II � ED Af�Cy ON 4"SLAB ON COMPRESSED FILL 6"X6"SQUARE COLUMNS I l i I CDe- I i W/PVC SURROUND iE Ed I G NEW 1X4 IPE PORCH I 4"CAPITAL AND 8"BASE ON LA FJ XXX * (n 1/6 PVC CORNER BOARD TYP THROUGHOUT i I I ! I I Level LEVEL 1 I ! I ! I I I I II i I I I II 1/10 PVC DECK BOARD TRIM II f I i N i I I 0 I i I I I I S I I 0 �4436 1/4 CEDAR BOARDS ..�.�. '9 OF N ASDECKAPRON . . ,.... �— r..................1.....:... i. --:r.:::::-:; 1 -- - - - ....,. : I i I -0 I 12 SONO TUBES SET BELOW ___i i �- . : . . ,. . .............., I _ �>.:� :,.g I , I -. I- :,.. � . . : II•_ . ,.I : • . i i• _._. ;... . .__ .. _.- , L evel G R 5D_...... DRAW N BY: Author GROUND W/6X6 POSTS 25 8:3 6:49 AM DATE: BRICK VENEER _ I i I. : . I . . : - :_:.. :._I. —�.�._ .,.—...........:- . , - -teCOaNIG, RE...T....K_.... o_—uND i= .I - . . 'i ._......_._ ...._i........-_..i s ..__.. -....._....iI.:. ..... I-- -0 ;I _ �0 CONCRETE STEM WALL SCALE /4 1 .........._= _...............v EXi $ITHKP DRAWING SHEET NAME: - ION.............._ , - _ ALLS— l i • _ ... } BASEMENT EEVATION— 1 DRAWING SHEET NO: ELEVATION - NORTH INTERIOR SCALE: 114"=1'-0" Am302000 - - I I ARCHITECTS: SAMUELS+ STEE ADDRESS: 25235 MAIN ROAD CUTCHOGUE NY 11935 631-734-7420 CONSULTANTS: 7 6 5 4 3 2 1 ENGINEER: Maresca &Associates 1 2 1 1 188-04 West Montauk Highway -352.0 -352,0 -353.0 -3 51.0 Hampton Bays, N.Y. 11946 NEW ASPHALT ROOF I NEW NEW METAL ROOF (T) 631-728-9480 ON LATH UNDERLAYMENT I I I I ON 3/4"PLYWD ON RAFTERS NEW 1/2"GYP BD CEILING - I NEW ASPHALT ROOF EXT ASPHALT ROOF OWNER: PER PLAN W/SHI PLAP PANEL ON LATH UNDERLAYMENT ON LATH UNDERLAYMENT evel ROOF _ _ - - - - - - - - - _ - _ - - _ - ON 314"PLYWD ON RAFTERS - - - ON EXT RR+PLY - Glen and Mindy Homer 3'-891128" - — '��� �@1 = NF���� 8 I 11 I" -. I .� PER PLAN I i 2580 Main Bayview, Southold NY _. ._W co 2X6 RAFTER TIES @48 A _. __ : NEW 2X8 ,� _.. .r. ._. .. _-: : ... _ rr, REVISIONS: _ .: _..__= . -' , '. trw , ;- - .� - -- I 91 � �E�����LP��� - .: ": _ _ NE CJ•2X6 16 I I I W �111il , r _ 3.26.25 evel 02 CLG ADDIT N - _ _ 6- NF�'C l"_ _ 0 -0 N -' r' 1:a_ ... cY, ...._,.. .....,,.:.m,.,.., G N _m..1,_ Lft evel 02 CLG — — — — — — — � — — — — — — — — o NEW CJ-2X6@16--_ __,.:.._."..-._ _ _._.. ever u1 TOW � I � _.. '___ - . rh 8'-O" - - - - - - - - - - - - - - NEW 2 2X8 CASED N - - - - - - - - - 4 BEAM AT FAUX CEDAR SIDING ON �- 7 7 7 7 7 7 '� RIDGE - `" II NEW BUILDING PAPERN EXT D12 D12 D11 � N 1 PLYWOOD PROJECT NAME: b BEDROOM o� BEDROO I co --► v a- I NEW 1/2"GYP BD. D D9 NEW 00 SERIES WOOD RIGHT I2X6 @16 OC. bo 205 205 _ _ _ _ _ _ _ _ _ _ _ NEW EXTERIOR WALL o ~ D11 CEILING W/SHIPLAP O ' o PANEL AND SON DOUBLE HU G W/NDO S INSULATION _ I W/G ILLES AND 31/2"P C CASING I NEW WOOD RAILING 2"SIL NEW WOOD FLOOR ON _ i 1 1 NEW 314 PLYWD `��' I I ISTANDING SEAM MTL. SUBFLOOR 0 ROOF ON NEW WOOD FLOOR ON . evel 02 ADDITIONild�� LJUTTJludNEW 3/4 PLYWD SUBFLO R - I j I I IUNDEF;LAYMENT _ ► II , — I I I — 21-Oil NEW FJ '2X8 16 W/NEW 6"BATT INSULATIO = wq�m ! ! , c , I NEW FJ�2X10@16 W/NEW 6"BATT INSULATION _ I i E (TERRA TERRACE (V evel LEVEL 2 _ _ _ — — _ _ i I I ; i I j ® _ 0'-10" N — — — — - — — ® evel 01 CLG NNEW FJ 2X8 16 W/NEW 6"BATT INSULATIO I-1 l - - - - - - - 6 CUMBER- 2-4"0� - - - -- - - NEW FJ 2X8 1 NEW EXTERIOR WALL STAINED.PAINTED ___ _ I i I I I i j 2X6 @16 OC, INSULATION SHIPLAP BETWEEN I I I O 5/8"PLYWD SHEATHING,BLDG.PAPER I I CEDAR SHINGLE SIDING PER SPECS I I • 8 8 8 8 1 III l I +_ + i I D2 1 DEN WA KWA - HALL 0 1 I l • o I - I j I 6'X6"SQUARE D7 D4 111 I 10 8 1 � 117 o Io j ! COLUMNS 1 I 1 iD W/PVC SURR UN r` I I F� j 4"CAPITAL AN 8" A E PNT. GYP BOARD 1 I I . I I 1/10 PVC DECK > I NEW WOOD FLOOR ON I I I I CASING AND DOOR I I I I BOARD TRIM O AS PER SPECS I 11/2'PVC IP4 P SOF li NEW 3/4 PLYWD I i I i i rh evel LEVEL 1 SUBFLOOR �j I : : ; : : LU / I I 1 ; i i I l l j i i I- n I �� ::�).. I ; . 111111 I ILI-Ji �__. LL 'I 11 �- i l i I i I ENT CLG - O evel BASEMENT C NEW FJ-2X10 1 NEW FJ�2X10@1 EXT FJ- NEW DJ-2X6 — 11 , '--� �.w�.r a�w .tea.Tr w�0 W_- .�-•��•��•� "ram. •' :\ .. _ _ _ _ _ r I i i _ _ \ ., I a��" < _ - - i r�-rrrs-s - - , e GROUN D, NEW GF2AWL'SPA CE= i _` _ - - _ , ,. .. -11 FNEW BA EMENT - . :. U ;...I , r - t EXT FND WALL EXT I.. -- - i , - . ' . - - FND t - - - - - - - . - - - - :>- WLS _ ACC S i , �\..e. _ _. - — - ... ........_.. ......... .. I. • - • - r, .. , .. ,. .. , , r. I ON' Cf0'Oi7NGS•_ - 'B ARD P1. 5.....,' r , , e, \\ N NEW 2 PC.RAT SLAB —.1 .L. �.. - -' - - - L�lU I , = €?� M FOR i' /� -ffiE R i I "' - PROJECT ADDRESS: - , „ - - NE PC ACC SS S S r `::.: i , rn ; , ST GE STORAGE _ BA EMEN — _RA S T � - - , -' 80 Main Ba iew ti T I. f - - - - _ i,- , . - - - t — ti r , --, I A I , y • r .\ Q L OU 0 s , ., Y 11971 - - 003 b03 001 r` ' �i N - % i \. I- - - - , , 4 i ............ 1 . : P - '.. ., . ,, ., .. :,. - ; y' I .QNO i'UBES SET....ECfl1�i ,, I= ' = 21 , - - - - I. . - _. N FRAMED 2X4 WALL __ I — -�rta /�xs Posrsl :, ... M I _I UN SPRA Y FOA I .........:.. f I k 'T ' i . ,. , , i• I . I I ,. I I I , I , . , . , . INSULATIO _. - - - ;; 1. r I .......... " .. EXT SLAB W/N W i �Fldl #I ti C \ - . i l_...... • - I......I... \. 1 NEW P.C.4 THK SLAB RENF.W/6X610/10 WWM -I• -z, - J-_-, h' - - - - - -- - -I D evel BASEMENT ;', ; •I- I •I -I � ,:. : / ;" '_,i.._.... I•i ....I i ICI .. .a` .�, .,. , .I i! i , ,:.., ....5...: , , t .I I' S F 1 .. • I. / r / J . ,r , / , , / r F . / / / ,. _ ,_ , / / / ._ . .. / / / G _ / . / r / / / NEW RIGID INSULATION UNDER SLAB, / / / / .. / / / / // / /. / / / I. _.. ......./ // / r / / / r r / / r / /r / / /. / // // ;- _ _. _ _ /// i r I ,......... , „ . i1 .1. _ _, i I , I - I - ......_.. 1 . . I , I I w a+•� ww•w� �.iw•r ... .... ... ........... ......... ..... ......... ...... ........ .. ..... ......... ... ..1 _. I ..., i- i II II t . t I I I I I I.._. ( I II i I i ! I'. I I...... -i -I : - _ _: „ 1 _.._ _ I - -....._... _._......... I I 1 . . . . I . . I I . . , I I . I .. - _...... _._ _.__. __.._. I. _...... __..... - I_..._ __._.._. I _.... _.. - . I 1 i I I I I I I — _. . : - - - - - - I : : , I _ , I : , : I........_._........ ..........- _. I................... I : l i I I . . 1 . - -- ' i : I I I ( I I I I I I I I _ I ..._1 :. 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I I I -. - I , : I il : it i , , DRAWN BY: Author DATE: 41412025 8:36:55 AM SCALE: 318"= 1'0" DRAWING SHEET NAME: SECTION Section 1 SCALE: 3/8°=14" DRAWING SHEET NO: Am350nOO ARCHITECTS: SAMUELS+ STEELMA ADDRESS: 25235 MAIN ROAD CUTCHOGUE NY 11935 631-734-7420 CONSULTANTS: ENGINEER: Maresca &Associates 188-04 West Montauk Highway Hampton Bays, N.Y. 11946 (T) 631-728-9480 OWNER: Glen and Mindy Homer G F E D 1 C B q 2580 Main Bayview, Southold NY -350.0 I I I I REVISIONS: BID/PERMIT PACKAGE 3.26.25 STANDING SEAM MTL. EXT ASPHALT ROOF ROOF ON UNDERLAYMENT ON LATH I I I UNDERLAYMENT ON EXT RR+PLY — — - - -- -- — � - -- - -- ---- — — — — — — — — Level e F cE� G��YPD 8 91128" CEILING 23' W/SHIPLAP PANEL 1/8 PVC RAKE BOARD W/ RJ• R�- 1/4 TRIM AND 1/6 ----- EXT EXTERIOR WALL PROJECT NAME FRIEZE BOARD %', �' % � / NEW RJ-2X8 W/BATT INSULATION WITH NEW CEDAR EXT RJ%2X / //' j/ ,/ �__..__.. SHINGLES 00 1/2"PVC SHIPLAP SOFFIT i � I I .^BAIT INSULATIONevel 02 CLG ADDITION t1 i, I NEW CJ-2X6 NEW CJ 2X6 Level 02 CLG NEW 1/2"GYP BD 18'-On A 10° -CE17NG— Level- I - W/SHIPLAP PANEL 18 �� — EXT ROOF RAFTERS W/NEWASPHALT SHINGLES D1 D1 NEW RED CEDAR SIDING ON NEW o OFFICE I o WIC HERS P BEDROOM --__-._- —_—__—.. BUILDING PAPER ON EXT PLYWOOD - 00 204 ao 202 205 — N0 PNT. GYP BOARD -..i.:.-.._..__;._..._._.._- --._I _II __I R I.II..R,I:.i.•�.2_.X—a�_._IiI—......:..::: •.,..,.,:I ...II i ,. NEW _ WOOD FLOOR F ON NEW 3/4 PLYWD , , 1 E-W INS U I-- -- _ • .•--_ ///I/ /_/i�•,I��I — I / II I . ...�-- � I ( 1 — s-><ZIu'X 1 , 0 @ 16 _iIII• II.i .i i_ y rMAi III `— / � �...,._ II Ii _I :Ii F IIi Q- -_ I U-I — A ITI I N- :iiI: I_ - ,.i-. -.- - - - I. Level 0-2 ADDITION �S7BFLOOF— 12 „ STANDING SEAM MTL. ROOF ON UNDERLAYMENT Level LEVEL 2� E F `2X81 1/8 PVC FRASCIA CJ-2X6 Level 01 CLG BOARD-WIWALF HOUND GUTTER 2 9'-101, * cs �I5� a TFF 0LE4J 4 E3A E 6 W/ ry C�(y o NEW SLIDING DOORS W/HEADERABOVE 1/2"PVC SHIPLAP SOFFIT E5 O LIVING ROOM 5Sim WIC 400 SERIEScn LU ANDERSON SIDELIGHT WINDOWS 40 '0 ClD42109W/GRILLES AND 3 1/2"PVC CASING AND 2"SILL 1/10 PVC DECK BOARD TRIM 6'X6"SQUARE KITCHEN 114 CEDAR BOARDSCOLUMNS AS DECK APRON GYP BOARD 06W/PVC SURROUND 4"CAPITAL AND 8"BASE Level LEVEL 1 PROJECT ADDRESS: o11 1/6 PVC CORNER BOARD NEW 1X41PE PORCH 2580 Main Bayview ON NEW DJ 2X6J Southold, NY 11971TYP THROUGHOUT EXTFJ�2X10 6"NEWINSULATIONDJ) NEW DJ Level BASEMENT CG 1/10P _ECKBOARD TRI_M oil EXT GIRDER-3-2X10 Level G UND .................. .._............... D A,q. .- EXT GIRDER ZX1 S m1/4 CEDAR BOARDS AS DECKAPRON , I I 12 SONO TUBES SET BELQW: , N 2 L ROUND36 W/6X6 •W/SPRAYFOAM • X1.............. 4 DIASL COLUMNS ON LO oCHBASEMENT24 12CONCRETE N TYPE X GYP _ co UEW TONS - CONCRETE i EXISTING 8„POURED ( I ; -OTJB� _ -RATING 0ORioE�K�ONrRucT1 FOUNDATION WA L H OF N ...........*..* r..:. ..........J ............... -.'rww. — _....._.....:..: ......I _..__...... _ BY: AuthorDRAWN— ............ I L vel BA) DATE: 4/4/2025 8:38:51 , A n � M -61-511 I _ _. A , O LOA ._..._.... 8; 0 R, ,EXISTING I 8X16 PCFOOTI GE0 CONCRETE .._ .... I i ! I BARS LL8 HIGHREINFORCING IX1S I ........ I ING4 ' ILE FIN .._ ...... _.... ._.( I - _......._..-- .............._._._..... _.. .... I ._ _.._.._._ : �BV11HNEW I .... I i.. 0 _ ' I I # . FORG�:BARS .............II SECTION Section 2 SCALE: 3/8"=1'-01, DRAWING SHEET NO: Am351 ■ I ARCHITECTS: SAMUELS+ STEELMAN ADDRESS: 25235 MAIN ROAD CUTCHOGUE NY 11935 F E D C g q 631-734-7420 CONSULTANTS: 1 NEW ROOF RAFTERS -510.0 - 1 ENGINEER: W/NEW ASPHALT SHINGLES -350.0 Maresca &Associates 188-04 West Montauk Highway NEW ASPHALT ROOF Hampton Bays, N.Y. 11946 NEW CMU WITH BRICK ON LATH UNDERLAYMENT (T) 631-728-9480 FACING BEHIND ON 3/4"PLYWD ON RAFTERS I I PER PLAN I 1 I I OWNER: -350.0 i NEW RR-ZXS@16 Glen and Mindy Homer NEW 2X6 EXTERIOR WALL _Level ROOF 2580 Main Bayview, Southold NY STANDING SEAM MTL. WITH NEW CEDAR SH'6"�L--ES — — — — — — — — — — — — — - — — — — ROOF ON UNDERLAYMENT AND INSULATION BTW STUDS I I I 23'-8 9/128' -=-- — - -- W- ATTIC ATTIC ATTICNEW EXTERIC R WALL = REVISIONS:- ._, �-- . ... 0 2X6 @16 OC 1 SULATION � F� w� - =•_--_-�=�: �_=�. . . . � HING,BLD . I BID/PERMIT PACKAGE _-- y�8 R✓. ,_:::-- — .._ .._ PAPER io \x8�> --= - CEDAR SHINgLE SIDING PER 3♦26.25 NEW 400 SERIES WOODWRIGHT � NEW CJ-.2X6@16 NEW CJ-k2X6 16 NEW CJ 2X6 16 -- --• ._ TON �....� • RSON _ d 201-011 WINDOWS W/GRILLES AND 31/2"PVC CASING AND _ I _ _ _ _ _ 2"SILL — — — — — — _ _ — Level 02 CLG — — — — — — — — — I — — — — — — I — Level U8 i�w I I I 18'-011 ! ! ! ! ! W I _ PROJECT NAME: iv NEW ROOF RAFTERS g I BEDROOM I BEDROOM o o W/NEW METAL ROOF CIDHALL I I a I ! v 212 222 ] ao ao W/INSULATION O ! 206 I I ; NEW ROOF RAFTERS I o 2X8@16 W/NEW O i NEW THIGH PICTURE METAL ROOF I NEW WOOD FLOOR ON ! ! I I I WINDOWS ! NEW 3/4 PLYWD i o NSUBFLOOR I I I � I I 'NEW WOOD FLOOR ON NEW 3/4 PLYWD SUBFLOOR Level 02 ADDITION i — — — — — N NEW FJ '2X8 1 I I I I NEW FJ x2X10 1 x Oa�1 NEW CJ•2X6 18 NE RR.� h � NEW FJ 2X1 W Level LEVEL 2Aq 10 -10 I I PINT GYP BOARD ! I I — — — N — OVERHEAD TRACK FOR GARAGE DOORS L@V@I 01 CLG ! 3X6 LUMBER,PAINTED E I TYPE GYP O I I I I l I I I FOR 1 HR FIRE RATING li I ii NEW OVERHEAD W4 W4 W4 W4 Sim P i GARAGE DOORS I I I NEW 8 HIGH PICTURE 7 I - I WINDOWS I I t o -401,0 0 i I WALKWA I W8 GARAGE - DEN . ID51 Ii I I I I 110 I NEW STAIRS 114 � � 111 D60 I ° I W/OPEN STRINGER o O D1 I AND RAILING O O ON NEWDECK DJ O I I ii I I ! , I is I � � — i 00 i I I l j j l l iv PINT GYP BOARD ' 0 ! i I I — — Level LEVEL 1 ti L......... NEW FJ� 21-011 1X8@16E��(XXX� NEW FJ- 81 NEW DJ•2X6 ' — — — — — ii ! ! Level 3ASEMENT CLG n -NEW 4 P.0 SLAB i 1 II I I 1 -0 I i E I i, . , . , - — is _ 1. ,_ : . _ ._: : ! _. : ._ _ . : . _ - Lev �GRD • ! i.: E i i __i i 1 t I .! 11 �• 511 i ! ' .' i I� 77. : l .I I ; I =� p I : . I I r, ' I r e ! , d , , i - ,. : : !a ............... _ .. .............. _........ ..._.. ...... .....i . I T ................ , ,. .. ,. 1 : ,. .. : :, , _I : 1 , ........... ; ♦ PROJECT ADD , . . . ... RESS I I.. l _ J v _ ....._... .._. 1 ST RAGE . I . STORAGE ! 1�- �:� 2580 Main Ba i , I _._........! ! I-- EXTFOUNDA I BEXO D...._.._!. •,.._:.-....__..... ('.....i• � 'C 1N ew ; NEW 8 POURED CONCRETE I it I 971 , .....I . . ....... . . . .x .:.............. . - Southold NY 11 .: , •I . ,,. . , ............... 44 L I _ • , , 003 , ........... _,..........: _ . .. 003 •, . .................. . .._, ....._. FOUNDATION WALL W/NEW �- ,� INEWPOST I _ _ .. __� T_T -_ - - - 0 i I.. 4 LAB 8 I ......__. .. ... -. , ,. _.. _.... - ... I ,....._.. ... : . P.C. S ABOVE I .- .I -i - .q ., ........... _.......... ............ n _ . �i .I , , I ................... _.._ i N 12 SONOTUB E ............... . .. I I� I . - : • ♦ !t. I ... ..:• .-... - �FOR EXT DECK G I _ I BEHIND . . , . . ,. -- : ; •, _. .,-. ..........::CONSTRUCTION , E ,EGRESS STAIR , I . . :. � ,: : :• - - - I ,� - • P1 - - - - -- I . — r I ; 1 i r I. r ; ,I _ _.... i i t y ,i _; i ,e � r r - r ; ; -i E A , C NEW PC FOOTING I n CJ / ! - -•I ' t . . .. < . . - . - ._ - - - NEW4 P.C.SLAB - 1. - ; t......�...... � i•.............'• ........• a C9 �E• NEW 4 P.C.SLAB .�' ( JE:q N RED - - - , —-- : .THK P�U �ONC,: _ - - _ -• - -- -�_ C' ; 1 Level BASEMENT U AT101P-T. .�. r .., ,. ..... .......... .............. .. ICJ ;...... ...,_ ! , 71 - - - - - _ _ _ a . 65 REI / A f , .. __..,....I ....._....... _ . .. . ... . :......._... __....._. A NF:.W 2#5 R _A T OP I • I i ' .. — — — . .. ! 13 - r , , I I "' I.. . 20 0 IN� E '� `) • i . - 1 _ .............. . . :. , I I ; 21 —f1NDiSTURBEJ SOIL — — _ — . —. . _ - — , _ — I— I I I I ---- - - — - —! l I : I I i W/2 BAR 1115 RE i' : I i ! I I ( I i ! 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DATE: 4 5 8 39 07 AM REINFORCINGI I I I �( CO C !' ! , is I I-:. ;.. 11 ..: 4/202 .. ._. __._ ..................! ......_. .! .......... .... ........ ......... ........ ........... ........ ...... ..... .. ..... ...... ........... .......... ......... ......... ............. ............ ............ I...................i ;........ i .._.._._..__ .._....__ ...... ..-...... .................. .................... .-..._........ ................. .................... .................. .._.._.._...-_e ....__._._. .._.._.__.. ...I I. _. .. I.. ! i I i.- ...I I.... ... . I jI I I I III I 111 I .... ! ..._.-.-. I _...-........1 ! !.. _...... : , I F DATI N . j . . 1 a j _i ! I I d. i....._...... ' I I I I . , I I I I ( I I I 11 I............... I_...._.._..... ; 11_ 1 11 " , . i , : . - _... i I I —I ! _—. __.._._... -- ---- I ( I I I I I I I i' I- , P! 1 --. I I - - , I I----- 1 I-__........I i-._.._._....., I i I I I I I I I.._ ....: __ _; I I I- I /-1. 1 1---..... '—I _: , : WALZ f�>�fNF wr2-#�RFeAR Arro � I , � SCALE: W110"X20"PC FOOTING SET ON DRAWING SHEET NAME: UNDISTURBED SOIL W124#5 REBAR SECTION DRAWING SHEET NO: Section 7 1 SCALE: 3/8"=1'-0" A�353000 i ARCHITECTS. STRUCTURAL REVIEW BY STVVE MARESCA PE SAMUELS+WIND-BORNE DEBRIS PROTECTION FOR OPENINGS � [q0 FOR WALL OPENING PROTECTION OF120 MPH 3-SECOND WIND GUSTS 188 07 WEST M ON TAU K HIGHWAY, H AM P TON BAYS, NY 11946 PHONE 631 728 9480 STEELMANMAXIMUM MEAN ROOF HEIGHT: 35') SIDGESTRAP-ALL RAGE RIDGE STRAP ALL ROOF RAFTERS 2 x 6 TIE @EACH RAFTER USE/OCCUPANCY IN VIEW OF STRAP. CLASSIFICATION DESIGN CRITERIA: ICE SHIELD UNDERLAYMENT SINGLE FAMILY RESIDENTIAL ADDRESS: SHUTTER ASSEMBLY REQUIRED-24"FROM EDGE DESIGN IN ACCORDANCE WITH AMERICAN 25235 MAIN ROAD N.T.S. FOREST PRODUCTS WOOD FRAME ENY11935 HOGU FOR PANEL SPANS: 0<4'0 WIDE SPAN CONSTRUCTION MANUAL FOR 1 + 2 FAMILY HOUSE CUTC CUTC OGU -7420 23/32"(3/4")APA SPAN-RATED48/24 SHEATHING GRADE PLYWOOD HEIGHT PRESCRIPTIVE METHOD (OVERLAP AROUND OPENINGS 4") ALTERNATE POSITION OF >> ASSEMBLY: ( HURRICANE CLIP USE 3 5>- 0 MAXIMUM GROUND SNOW LOAD -45 PSF. CONSULTANTS: SIMPSON H3 ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING wl FIRST LEVEL - 40 PSF. L.L. ENGINEER: #10x3"(w/WASHERS)GALVINIZED OR STAINLESS STEEL �j LIVING AREAS - 40 PSF. L.L. Maresca &Associates WOOD SCREW @ 16"O.C. SIMPSON H2 HURRICANE �t jhi BEDROOMS - 30 PSF. L.L. ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: CLIP NAILED.FROM J V 188-04 West Montauk Hi hwa #10 TEE NUTS ATTACHED TO BLDG.w/#10x1-1/2 (W/WASHERS) RAFTER TO STUD.-P CAL ALL RAFTERS FIRE AREA WIND SPEED - 130 MPH 6 y MACHINE BOLT @ 12"O.C. s Hampton Bays, N.Y. 1194 8d NAILS EACH END SEISMIC DESIGN CATEGORY - B RESIDENCE: X WEATHERING - SEVERE (T) 631-728-9480 APA RATED PLYWOOD TO EXTEND TO TOP OF TOP PROVIDE 8d COMMON FROST LINE DEPTH - 36�� PLATE. NAILS EXTERIOR EDGE TERMITE - MODERATE TO HEAVY OWNER: SHEATHING. TYPE OF CONSTRUCTION DECAY- SLIGHT Glen and Mindy Homer CONVENTIONAL LIGHT FRAME WOOD ICE SHIELD UNDERLAYMENT REQUIRED - YES 2580Main Bayview, Southold NY CONSTRUCTION REVISIONS: ULTIPLE SECTION ASSEMBLY: BIDIPERMIT PACKAGE 1/4"THICK BOLTS @ 2'OC GENERAL NOTES 3.26.25 1. ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY ACCORDANCE WITH THE 2020 INTERNATIONAL RESIDENTIAL SHALL BE DESIGNED AND BUILT IN ACCORDANCE CODE,AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. ...................................................................................................... ..... CONSERVATION CODE,AND LOCAL AUTHORITIES. 14. THIS STRUCTURE HAS BEEN DESIGNED IN 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY PLYWOOD SHEATHING MINIMUM 28 DAY STRENGTH OF 3000 PSI CONSERVATION CODE. TO OVER LAP BOX BEAD-TOP+BOTTOM. 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL PROJECT NAME: LARCH STRUCTURAL GRADE#2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE SHUTTER ASS E M B L DOUBLE TOP STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. 2 x s @1s"o.c. PLATE PARTITIONS, EXCEPT AS NOTED ON DRAWING. N_T.S. sruos 17. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE FOR PANEL SPANS: 4'OR WIDER SPAN 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND COAT EPDXY PAINT. ALL FASTENERS TO BE ASTM FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. A-325 BOLTS,3/4" DIAMETER. 23/32"APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND (OVERLAP AROUND OPENINGS 4") INSURANCE NECESSARY TO PROTECT THE ENGINEER VERIFIED BY CONTRACTOR(S) PRIOR TO START OF 2x4 STRONG-BACKS @ 24"OC SIM SION H2 5AP USE CONSTRUCTION AND ORDERING OF MATERIALS. THIS AND OWNER. 4-8d NAILS FOUNDATION HAS BEEN DESIGNED FOR A SOIL 19. DO NOT BACKFILL AGAINST FOUNDATION WALLS ASSEMBLY: SIMPSON MST27BEARING CAPACITY OF TWO 2 TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. ( ) 1). PREASSEMBLE PLYWOOD TO 2x4'S:#10x3"(w/WASHERS)GALVINIZED OR ME7ALSDTRAP @4aGOC. LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL STAINLESS STEEL WOOD SCREW @ 12"O.C. NAIL SHEATHING TO BOX BEAM w/ CONCRETE SLABS TO BE COMPACTED TO 95% AND IN BASEMEN-r( IF APPLICABLE). POSITION NEAR 2).ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ Sd NAILS @ 4"O.C. RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. #10x3"(wl WASHERS)GALVANIZED OR STAINLESS STEEL O WOOD SCREW @ 16"O.C. 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING:#10 TEE NUTS ATTACHED TO BLDG.w/#10x1-1/2 (W/WASHERS) SUPPORTED BY DOUBLE UPRIGHTS,9.0 FT AND OVER ON EACH LEVEL OF DWELLING AS REQUIRED BY �MACHINE BOLT @ 12"O.C. BY TRIPLE UPRIGHTS. ALL HEADERS TO BE NEW YORK STATE BUILDING CODE. SEE FOUNDATION DWG. MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. FOR DESIGN. 22. ANY ALTERATION, REPAIR,ADDITION OR CONVERSION TO 8. PROVIDE FIRESTOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT WINDOWS - GLAZED OPENING PENETRATIONS NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE 9. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED& PROTECTION IS REQUIRED FOR ALL GLAZED AREAS.IN ACCORDANCE WITH LARGE MISSILE TEST OF CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. > ASTM E 1996 AND OF ASTM 1886. AND DECKS ETC..CONTRACTOR MAY USE WOOD STRUCTURAL PANELS 23. THE NYS CODES ALSO APPLY TO ACCESSORY OF THE ABOVE O IN LIEU PANELS TO BE PRECUT T MENTIONED 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. O FIT WINDOWS WITH HOLD DOWN + SHEAR CONNECTION HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATH 11. ARCHITECT NOR ENGINEER IS NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH.WIND LOAD ALIGN WITH ITO WWII MAINTAINED ON SOW JACK NTAINED POSTS , HEADER+SILL PLATE. SHALL COMPLY W/NYSBC CHAPTER #2304.9.6 FOR THE INSPECTION OR SUPERVISION OF PANELS THIS CONSTRUCTION PROJECT. FEDERAL, STATE O LABEL LOCATIONS ON EACH PANEL. AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. a is NAILING SCHEDULE FRAMING NOTES ............... .�:_......... . TAKEN FROM 2020 EDITION INTERNATIONAL RESIDENTIAL CODE 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d @ 4" PROJECT ADDRESS: I>>' DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR o.c. EXTERIOR EDGES AND 6 d @ 12" o.c. BETTER. ,/'e INTERMEDIATE. 2580 Main Bayview SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES j ! 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1,5/8M Southold' NY 11971 h' 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING MIN.THICKNESS OR AS NOTED. RAFTER/TOP PLATE 3-16d (TOE NAILED) AND WATERPROOFING SHALL BE BY ARCHITECT. ( ) 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, 0<_10 CEILING JOIST/TOP PLATE 4-8d TOE NAILED ....._._....._s....„.„,.:,,.,::w: :.'.m..mm;...:..._.._.._ CEILING JOIST/PARALLEL RAFTER 8-16d FACE NAILED ( ) EXPOSURE 1,3/4"MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE a a a; *a a; a CEILING JOIST LAPS OVER PARTITION 7-16d(FACE NAILED) E AND A 1/4" strap) ON SOLID BLOCKING GLUE AND STUD WITH GALVANIZED HURRICANE TYPE ' ! COLLAR TIE/RAFTER 4-10d (ea. end 1- NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO"OR APPROVED EQUAL. FOR �4tED A& ",� , GABLE ROOFS BLOCKING/RAFTER 4-8d(TOE NAILED) 0�o RIM BOARD/RAFTER 4-16d (END NAILED) 4. ALL HEADERS 6'-0"AND OVER SHALL BE SUPPORTED TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE G��\NE JEgS �I� TOP PLATE/TOP PLATE 2-16d (FACE NAILED) WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH CLIPS AT ALL PERIMETER JOIST TO GIRDER �j� TOP PLATE AT INTERSECTIONS 4-16d FACED NAILED TRIPLE CONNECTIONS. ( ) PLE UPRIGHTS. ALL HEADERS SHALL BE A --- { - ..... STUD/STUD 2-16d(FACE NAILED) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. * 60 h! HEADER/HEADER 16d(FACE NAILED) 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA P 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL TOP or BOTTOM PLATE/STUD 3-16d (END NAILED) ,aa,an 0 o BOTTOM PLATE/FLOOR JOIST 3-16d (FACE NAILED) AND FLOOR BEAMS AS PER N.Y.S.CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND 8 0 O.C. MIN. PROVIDE 2 SPACE FOR AIR 10< 0`45 JOIST/SILL,TOP PLATE or GIRDER 4-8d(TOE NAILED) @ HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED CIRCULATION IN ROOFS. �'l 04436 BRIDGING/JOIST 2-10d (TOE NAILED) AS PER MANUFACTURERS RECOMMENDATIONS. WEB a' I a TF BLOCKING/JOIST 2-10d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS(skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND OF NEW t stairs etc. OR AS NOTED ON DRAWINGS. BLOCKING/SILL orTOP PLATE 3-16d(TOE NAILED) ) BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" GABLE ROOFS LEDGER STRIP/BEAM 4-16d FACE NAILED)) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR 0 0 10< 0<,45 ° JOIST ON LEDGER/BEAM 3-16d (TOE NAILED) ' 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PERIMETERS. HANDLING, STORAGE,AND ERECTION OF ,�.......... 10< 0<,30 BAND JOIST/JOIST 3-16d(END NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. DRAWN BY: Author ._a PROVIDE 8d COMMON NAILS @ 4'O.C. BAND JOIST/SILL or TOP PLATE 3-16d (TOE NAILED) COMPONENTS SHALL BE AS PER MANUFACTURERS 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. AT HIGH PRESSURE ZONE-6"O.C. PLYWOOD ROOF DECKING 8d @4"O.C. EDGES, @8"O.C. FIELD DATE: 4/4/2025 8:39:47 AM HIP ROOFS AT INTERIOR PORTIONS OF ROOF-TYP. STRIP SHEATHING 8d (ONE/RAFTER) WITH RATED GALVANIZED METAL CONNECTORS BY 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. SCALE: 10° 0<,30 ° PLYWOOD WALL SHEATHING 8d @4"O.C. EDGES, @8"O.C. FIELD "TECO"OR APPROVED EQUAL. GALVANIZED MACHINE BOLTS @ 12"O.C.. PLYWOOD SUBFLOOR DECKING 8d @6"O.C. EDGES,@12"O.C. FIELD DRAWING SHEET NAME: PROVIDE 8d NAILS @ 4"O.C.AT PERIMETER INTERIOR 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. PORTIONS OF PANELS IN HIGH PRESSURE ZONES. BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING IS AN INSTRUMENT PREPARED TO NOTE:a=4 FT.IN ALL CASES SHALL RECEIVE 5-1 OD NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE COMPONENT AND CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED ASACONTRACT BETWEEN BUILDER AND STRUCTURAL DETAILS OWNER. DRAWING SHEET NO: i ARCHITECTS: DOOR SCHEDULE D U SAMUELS+ Type Mark NAME MFR SIZE FINISH HARDWARE NOTES Type Mark Count Family Rough Width Rough Height Manufacturer Description Keynote Type Comments T ers 4" 1 NEW SIDING PER STEELMAN ELEVATIONS Corporati n W1 1 Window-Fixed 1'-21/2" 2'-01/2" Andersen Corporation Vinyl-clad picture window WoodWright TEMPERED GLASS COPPER TERMITE SHIELD AND DECK LEDGER FLASHING D1 SWING TruStile 28"x 80"x 13/8" METAL DOOR SELF CLOSING 1 -HOUR RATED �12 4 Window-Double_Hung-Andersen-400_Series- 1'-101/8" 4'-5 3/8" Andersen Corporation Vinyl-clad hung window WoodWright Vinyl-clad wood double hun HARDW E DOOR Tilt Wash window WOOD DECK BOARD I i e x G W3 1 Window-Double -Andersen-400_Series- 2'-21/8" 3'-13/8" Andersen Corporation Vinyl-clad hung window WoodWright Vinyl-clad wood double hung f . ��°; DECK JOIST ADDRESS: PNT Tilt Wash window 25235 MAIN ROAD D3 <varies> TruStile 34"x 84"x 13/8" <varies> TBD W4 5 Window-Double_Hung-Andersen-400_Series- 2'-21/8" 3'-9 3/8" Andersen Corporation Vinyl-clad hung window WoodWright Vinyl-clad wood double hung CUTCHOGUE NY 11935 - 1/2"EXPANSION D4 POCKET TruStile 28"x 80"x 13/8" SINGLE PANEL- TBD Tilt Wash window = ANCHORS wr 631-734-7420 PNT W5 2 Window-Double_Hung-Andersen-400_Series- 2'-21/8" 5'- 13/8" Andersen Corporation Vinyl-clad hung window WoodWright Vinyl-clad wood double hun �" WASHERS D5 SWING TruStile 28"x 84"x 13/8" SINGLE PANEL- TBD Tilt Wash window d - �- CONSULTANTS: PNT � �� � �� "-a°, -, .°,- - 2X8 STAINLESS STEEL JOIST HANGER W7 6 Window-Fixed 2 -31/2 7 -01/2 Marvin Coastline Picture Narrow White TEMPERED GLASS ENGINEER: D6 SWING TruStile 30"x 80"x 1318" SINGLE PANEL- TBD Frame 2X LEDGER BOARD Maresca &Associates PNT W8 6 Window-Fixed 2'-31/2" 8'-01/2" Marvin Coastline Picture Narrow White TEMPERED GLASS EXISTING OR NEW P.0 FOUNDATION WALL 188-04 West Montauk Highway D7 POCKET TruStile 30"x 80"x 13/8" SINGLE PANEL- TBD Frame Hampton Bays, N.Y. 11946 PNT W9 2 Window-Double_Hung-Andersen-400_Series- 2'-61/8" 3'-5 3/8" Andersen Corporation Vinyl-clad hung window WoodWright Vinyl-clad wood double hun LE GER BOARD DETAILS FOUNDATION (T) 631-728-9480 D8 GLASS SWING TruStile 30"x 80"x 13/8" FULL GLASS-PNT TBD Tilt-Wash window D9 POCKET DOOR TruStile 34"x 84"x 13/8" SINGLE PANEL- TBD W10 1 Window-Double_Hung-Andersen-400_Series- 2'-61/8" 3'-9 3/8" Andersen Corporation Vinyl-clad hung window WoodWright Vinyl-clad wood double hung OWNER: PNT Tilt-Wash window Glen and Mindy Homer D10 <varies> ProfHolod LLC 3513116"x 86 5/8"x <varies> <vares> <varies> W11 4 Window-Double_Hung-Andersen400_Series- 2'-61/8" 4'-5 3/8" Andersen Corporation Vinyl-clad hung window WoodWright Vinyl-clad wood double hun 2580 Main Bayview, Southold NY D11 POCKET DOOR TruStile 30"x 84"x 13/8" SINGLE PANEL- TBD Tilt-Wash window NEW SIDING PER ELEVATIONS PNT W12 2 Window-Fixed 2'-6" T-01/2" Marvin Coastline Picture Narrow White TEMPERED GLASS D12 POCKET DOOR TruStile 28"x 84"x 13/8" SINGLE PANEL- TBD Frame REVISIONS: PNT W13 2 Window-Double_Hung-Andersen-400_Series- 2'-81/8" 3'-9 3/8" Andersen Corporation Vinyl-clad hung window WoodWright Vinyl-clad wood double hung — WOOD DECK BOARD BID/PERMIT PACKAGE 3,26.25 D13 FRENCH SWING TruStile 56"x 80"x 2" TBD Tilt-Wash window BID/PERMIT UPDATE 6.12.25 W14 8 Window-Double Andersen-400_Series- 2'-81/8" 4'- 13/8" Andersen Corporation Vinyl-clad hun window WoodWright Vinyl-clad wood double hun DECK JOIST D14 SWING TruStile 30"x 84"x 1318" SINGLE PANEL- TBD 9- p9 9 PNT Tilt-Wash window OR NEW — D15 SWING TruStile 32"x 84"x 13/8" SINGLE PANEL- TBD W15 8 Window-Double_Hung-Andersen-400_Series- 2'-81/8" 4'-5 3/8" Andersen Corporation Vinyl-clad hung window WoodWright Vinyl-clad wood double hung FL OR FRAMING SCREW OR T 1/2"LAG AG BOLT PNT Tilt-Wash window D16 FRENCH EXTERIOR CLOSET TruStile 36"x 84"x 2" TBD SHIPLAP W16 5 Window-Fixed 2'-81/2" 1'-61/2" Andersen Corporation Vinyl-clad hooper window 100 Series TEMPERED GLASS HORIZONTAL FINISH W18 8 Window-Double_Hung-Andersen-400_Series- 2'-10 1/8" 4'-9 3/8" Andersen Corporation Vinyl-clad hung window WoodWright EGRESS WINDOW a°- - 2X8 STAINLESS STEEL JOIST HANGER PROJECT NAME: D31 FIXED SIDELIGHT TERRACE Andersen 241/8"x 791/2"x TBD Tilt-Wash 2-2X8 LEDGER BOARD Corporation W19 4 Window-Fixed 2'-2" 8'-01/2" Marvin Coastline Picture Narrow White TEMPERED GLASS .�= EXISTING OR NEW P.0 FOUNDATION WALL D51 FRENCH EXTERIOR WALKWAY Andersen 59114"x 951/2"x TBD Frame - Corporation W20 6 Window-Fixed 2'-2" T-01/2" Marvin Coastline Picture Narrow White TEMPERED GLASS a 41 COPPER TERMITE SHIELD AND DECK LEDGER FLASHING D55 FRENCH EXTERIOR TERRACE Andersen 711/4"x 791/2"x TBD Frame Corporation W21 2 Window-Fixed 2'-2" 5'-41/2" Andersen Corporation Vinyl-clad picture window WoodWright TEMPERED GLASS ED1 FIXED SIDELIGHT ENTRY Andersen 141/2"x 86 5/16"x TBD W25 6 Window-Double_Hung-Andersen400_Series- 2'-81/8" 4'-9 3/8" Andersen Corporation Vinyl-clad hung window WoodWright EGRESS WINDOW Corporation Tilt—Wash LE GER BOARD DETAIL FLOOR ED6 FRENCH EXTERIOR CLOSET TBD 36"x 84"x 2" TBD SHIPLAP W26 1 Window-Double Hung-Ander en-400_Seri s- 2'-81/8" IT- 3/8" Andersen C rporation Vinyl-clad hug window WoodW ight TEMPERED G SS 2 �" o" HORIZONTAL FINISH ED11 OVERHEAD GARAGE DOORS Raynor 96"x 96"x 11/2" TBD Revival Wood Collection Grand total:84 ED13 BASEMENT DOOR Bilco 48"x 12 5/8"x TBD ED15 GARAGE DOOR Andersen 30"x 84"x 13/8" TBD 0 Corporation �s ED16 ENTRY DOOR Karona Door, 30"x 84"x 143/128" TBD Generated by REScheck-Web Software Compliance Statement: The proposed building design described here is consistent with the building plans, specifications,and other ED32 <varies> Andersen 241/8"x 82 3/8"x TBD <varies> Compliance Certificate calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Corporation ED42 FIXED SIDELIGHT KITCHEN/ Andersen 361/8"x 951/2"x TBD KATHERINE SAMUELS 6110125 DEN Corporation Project 2850 MAIN BAYVIEW Name-Title Signature Date ED45 FIXED SIDELIGHT KITCHEN/ Andersen 381/8"x 951/2"x TBD DEN Corporation Energy Code: 2018 IECC 0 ED56 GLASS FRENCH SWING Andersen 711/4"x 82 3/8"x TBD Location: Southold, New York Construction Type: Slagle-family Corporation Project Type: Addition ED60 FRENCH EXTERIOR KITCHEN 1 Andersen 751/4"x 951/2"x TBD Project SubType: None 0 Climate Zone: 4 (5572 HDD) DEN Corporation Permit Date: ED65 GLASS SWING Andersen 321/8"x 82 3/8"x TBD Permit Number: Corporation All Electric false Is Renewable false Has Charger true Has Battery: false Has Heat Pump: true PROJECT ADDRESS: 2580 Main Bayview Construction Site: Owner/Agent: Designer/Contractor: Southold, NY 11971 2850 MAIN BAYVIEW SOUTHOLD, NY 11971 ED ARC Compliance: 19.3%Better Than Code Maximum UA. 999 Your UA: 806 Maximum SHGC: 0.40 Your SHGC: 0.18 �G� N�uEAIV g 0 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. G Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. c� " ..w Envelope Assemblies FN tv aid 440 Ceiling: Flat Ceiling or Scissor Truss 2,128 30.0 30.1 0.017 0.026 36 55 Wall:Wood Frame, 16" o.c. 5,271 19.0 19.1 0.027 0.060 100 223 DRAWN BY: Author Door: Glass Door(over 50%glazing) 302 0.300 0.320 91 97 DATE: 611012025 10:28:52 AM SHGC: 0.16 Window:Vinyl Frame 1,250 0.290 0.320 363 400 SCALE: 1"= 1'-O" SHGC: 0.18 Floor 1: All-Wood joist/Truss 2,274 30.0 32.0 0.016 0.047 36 107 DRAWING SHEET NAME: Floor: Slab-On-Grade(Unheated) Insulation depth: 3.0' 264 17.1 0.660 0.700 0 0 Insulation position: Horizontal Insulation DOOR AND WINDOW Basement Wall: Wood Frame Wall height: 8.0' 1,979 2.6 2.6 0.091 0.059 180 117 Depth below grade: 7.5' Insulation depth: 3.0' DRAWING SHEET NO: Project Title: 2850 MAIN BAYVIEW Report date: 06/10/25 Project Title: 2850 MAIN BAYVIEW Report date: 06/10/25 Data filename: Page 1 of10 Data filename: Page 2 of10 IAm700001