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HomeMy WebLinkAbout49981-Z aof sooTyolo Town of Southold * P.O. Sox 1179 0 53095 Main Rd 41 Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47190 Date: 07/02/2026 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 7105 Main Bavview Rd Southold, NY 11971 Sec/Block/Lot: 78.-7-32.11 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 10/19/2023 Pursuant to which Building Permit No. 49981 and dated: 11/02/2023 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Additions and alterations including an attached garage and raised rear patio to an existing single-family dwelling as applied for. The certificate is issued to: Arnaud Gouachon,Marine Soussan-Gouachon Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-23-1568 6/15/2026 ELECTRICAL CERTIFICATE: 49981 4/17/2026 PLUMBERS CERTIFICATION: Kyle Watts 4/21/2026 A-%---A A uthorize S' at Ofsouryo! TOWN OF SOUTHOLD ° BUILDING DEPARTMENT SOUTHOLD, NY UNM BUILDING PERMIT RENEWED (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49981 Date: 11/02/2023 Permission is hereby granted to: Renewal Date: 12/16/2025 Arnaud Gouachon 95 Lexington Ave #11D Brooklyn, NY 11238 To: Construct additions and alterations to an existing single-family dwelling as applied for. Amended 11- 13-25 to remove proposed stairs,enlarge rear patio,and add an additional bedroom and bathroom as per SCHD approval. Premises Located at: 7105 Main Bayview Rd, Southold, NY 11971 SCTM# 78.-7-32.11 Pursuant to application dated 10/19/2023 and approved by the Building Inspector. To expire on 12/16/2027. Contractors: Fees: Renewal Fee $645.75 Total S645.75 ---- — ------------------ Building Inspector OfSO&ryo6 TOWN OF SOUTHOLD BUILDING DEPARTMENT 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#: 49981 Date: 11/02/2023 Permission is hereby granted to: Arnaud Gouachon 95 Lexington Ave#11) Brooklyn, NY 11238 To: Construct additions and alterations to an existing single-family dwelling as applied for.Amended 11- 13-25 to remove proposed stairs,enlarge rear patio,and add an additional bedroom and bathroom as per SCHD approval. Premises Located at: 7105 Main Bayview Rd,Southold, NY 11971 SCTM#78.-7-32.11 Pursuant to application dated 10/19/2023 and approved by the Building Inspector. To expire on 05/03/2025. Contractors: Required Inspections: Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,016.50 CO-ALTERATION TO DWELLING $100.00 ELECTRIC -Residential $175.00 Amendment Fee $112.00 Total $1,403.50 Building Inspector �SUFF04 . TOWN OF SOUTHOLD o Qa BUILDING DEPARTMENT y TOWN CLERK'S OFFICE "� • g 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 #: 49981 Date: 11/2/2023 Permission is hereby granted to: Gouachon, Arnaud 95 Lexington Ave #1 D Brooklyn, NY 11238 To: Construct additions and alterations to an existing single-family dwelling as applied for. At premises located at: 7105 Main Bayview Rd, Southold SCTM # 473889 Sec/Block/Lot# 78.-7-32.11 Pursuant to application dated 10/19/2023 and approved by the Building Inspector. To expire on 5/3/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,016.50 CO-ALTERATION TO DWELLING $100.00 Total: $1,116.50 Building Inspector SO�lyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road G P.O.Box 1179 Southold,New York 11971-0959 COUNT` BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Arnaud Gouchon Address: 7105 Main Bayview Road City: Southold st: NY zip: 11971 Building Permit#: 49981 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Electrician: Frank Fenoy License No: ME-4718 SITE DETAILS Office Use Only Commercial Indoor X Basement Service Solar Residential X Outdoor X 1st Floor X Pool Battery Storage As-built Renovation 2nd Floor Hot Tub EV Charger New X Addition Attic Spa Generator Survey Mezzanine Garage X I Dock INVENTORY Service 1 ph In-wall Heater Recpt 20 Ceiling Fixtures Smoke Detectors Pump Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 5 CO Detectors Heater Main Panel A/C Condenser Single Recpt RecessdFixtures 46 Combo Smoke/CO 2 Transformer Sub Panel A/C Blower Range Recpt Ceiling Fan Heat Detectors 1 Salt Gen Transfer Switch Mini Split 1 Dryer Recpt UC Lights Fridge AutoCover ARC Blower Heads 1 Switches 23 Pucks Lights Dishwasher Mini Fridge GFI SepticDisconnect Emrgency Strobe 4'LED Microwave Garbage Disp. ARC/GFI ERV Exit Lights Bath Exhaust Hood Dehumidifier Other Equipment: Notes: MAIN HOUSE ADDITION Inspector Signature: Date: April 17, 2026 r .oSufFo`c - Town Hall Annex r�Z► �Gy� Telephone(631)765-1802 54375 Main Road t P. O. Box 1179 Southold, NY 11971-0959 Dy • '. BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. Owner: C1orjckd\- (Please print) Plumber:� I.s x (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. (Plumbers Signature) Sworn to before me this a 5} day ff 7 V , 20 2 L-o Notary Public, County CAITLIN M.BUTHMANN NOTARY PUBLIC,STATE OF NEW YORK Registration.No.01S00002961 Qualified in S4ffoik County Commission Expires March 20,20c)l OF SO//% # # -TOWN OF SOUTHOLD BUILDING DEPT.. i'oorm, 631-765-1802 INSPECTION FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [" ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] .FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ " ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION . [ ] PRE C/O [ ] RENTAL RE AR v I 1 DATE INSPECTOR Of SOUIyo # # TOWWOF SOUTHOLD BUILDING DEPT. comm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] F NDATION 2ND [: ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY. [ ] FIRE SAFETY. INSPECTION ] FIRE RESISTANT CONSTRUCTION [" ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE-VIOLATION . [ ] PRE C/O [ ] RENTAL REMARKS: v �1- DATE Y .INSPECTOR OF SOUlyolo # . * TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPEC ION [ ] FOUNDATION 1ST/ REEAR [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING =[ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] 'PRE C/O [ ] RENTAL R ARKS: DATE411711:�/ INSPECTOR ho�aOE SOblyOlo I ��lqqgl f� at v(ei # # TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: Ak 1 dq om e Ae rQ�M -OK DATE INSPECTOR 1 o�aOF SOUTy�! / . o # . # TOWN OF SOUTHOLD BUILDING DEPT. Comm,��'' 631-765-1802 INSPECT ON [ ] FOUNDATION 1 ST/ REBAR [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY : [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: v rN✓ 1 VA� DATE INSPECTO SO(/l�o # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ .] FOUNDATION 2ND [" ] IN LATION/CAULKING [ ] FRAMING /STRAPPING . [ FINAL ftOS t kV-15 [ ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION : [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] 'CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ir[wp� tQqlrov — t DATE tiJ INSPECTOR oe sours �I �Q 7►0.5w _ u t Lo ac. * TOWN OF SOU THOLD BUILDING DEPT. Q cooHr+��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ . ] PRE C/O . [ ] RENTAL REMARKS: l�oc�S C �. Door p ::p Aq Qj Co Ltvl DATE 1'5 aG -INSPECTOR pF SOUTyOIo -- -- - * # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ��fh ®� $44-4-M&/ &wom u Aw DATE lyq INSPECTOR MELD INSPECTION REPORT DATE 'n COMMENTS ,o FOUNDATION (IST) "'-- j ------------------------------------- FOUNDATION (2ND) t� z 0 — - j Eh ROUGH FRAMING& ;� C PLUMBING 1 � INSULATION PER N.Y. STATE ENERGY CODE Iy �wLif FINAL A1115 IV) �yq off ADDITIONAL COMMENTS 10) G FCC ���5-— — o 11�13- Ala%wAc Qoa to amoyc yr ©� all�t�e.��. :�:- re-c.at 114 13 I. -�' `�`-C.GVL�I �l►v-�'fm �in . � d o^ � � z x x d SUFFooGr: TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 `�y • of l^ Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov •.,viol�.�a,,: Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only 1 j f �PERMIT NO. I j E3 Building Inspector: I q �1! OCT ?_023 Applications and forms must be filled out in their entirety.Incomplete'. applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization#orris(Page 2)sh;all,be completed. Date:August 25, 2023 OWNERS)OF PROPERTY:'. ; Name:Marine Soussan, Arnaud Gouachon SCTIVI#1000- Project Address:7105.Main Bayyiew. Road Southold. NY 11971 Phone#:646-275-2447 Email:soussanmarine@gmail.com Mailing Address:7105 Main Bayview Road Southold NY 11971 CONTACT.PERSON:, Name:Clay Coffey, Margot Coffey Mailing Address:430 Main Street, 2nd floor, Greenport NY 11944 Phone#:347-276-6093 Email:Margot@isaac-rae.com, clay@isaac-rae.com DESIGN PROFESSIONAL INFORMATION- Name:lsaa.c-Rae Studio - Margot & Clay Coffey Mailing Address:430 Main Street, 2nd floor, Greenport ny 11944 Phone#:347-276-6093 Email:margot@isaac-rae.com, clay@isaac-rae.com CONTRACTO R'I N FORMATIO N: Name: Mailing Address: Phone#: Email: DESCRIPTION OF;PROPOSED CONSTRUCTION RNew Structure ❑Addition ❑Alteration ❑Repair ❑ emolition Estimated Cost of Project: Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORMATION Existing use of property.sin le fam.il residence Intended use of property:single family residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes @ No IF YES, PROVIDE A COPY. I@ Check BOX After Reading ._The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of 4he Town Code APPLICATION IS HEREBY MADE to the Bwldmg'.Departmgntfor theassuance of a Building Permitrpursuantto the Building Zone;, -Ordinance:of the Town ofSouthoid Suffolk County Wew4 iationsorthestrcinfbo a o uildings additions,alterations orfor removal ordemolition as herein described The applicant agrees to comply with:all applicable laws,ordinances building code housing code and regulations'and to admit authorized inspectors on premises and in buildmg(s)for necessary inspections'False'statements made h4elh are "punishable as a Class A misdemeanor pursuant to'Section 210 45 of,the New York State:P.enal Law Application Submitted By(print e):Clay C y @Authorized Agent ❑Owner SignatureofApplicant: Date: t0 I?- 2�Z� CONNIE D.BUNCH Notary Public,State of New York STATE OF NEW YORK) No. 01 BU6185050 SS: Qualified in Suffolk County COUNTY OF ) Commission Expires April 14,2 k7ho —tG V being duly sworn,deposes and says that(s)he is the applicant (Name of individual s' ning contract) ove named, (S)he is the A046� (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Marine Soussan &Arnaud Gouachon residing at 7105 Main Bayview Road Southold do hereby authorize Clay Coffey, Margot Coffeyto apply on my OphaLf to the Town of Southold Building Department for approval as described herein. /p Own is Signature Date Arnaud Gouachon, Marine Soussan Print Owner's Name 2 4i 2p25 FFO ,�®� a �`o8�a►9p Soo old BUILDING DEPARTMENT- Electrical Inspector y�Q o' TOWN OF SOUTHOLD ( o .to Town Hall Annex- 54375 Main Road - PO Box 1179 v � Southold, New York 11971-0959 Telephone (631) 765-1802 Y Yf'^a....N:�• APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: June 16,2025 Company Name: Laurel Lighting Inc Electrician's Name: Frank Fenoy License No.: 4718-me Elec. email: kfcelectric@aol.com Elec. Phone No: 631-457-3363 1 request an email copy of Certificate of Compliance Elec. Address.: 1977 Main Rd. Laurel, NY 11948 JOB SITE INFORMATION (All Information Required) Name: Arnaud Gouchon Address: 7105 Main Bayview Rd. Cross Street: Waterview Dr Phone No.: Bldg.Permit#: BP49981 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE OOT E (Please Print Clearly): Main house addition 1328 square feet, ne t tub. Square Footage: Circle All That Apply: Is job ready for inspection?: Z YES❑NO Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES F&-/]NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead #Underground Laterals 1 2 H Frame D Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION i`� 7105 Main Bayview Southold NY 11971 Addition 09 8 1 'Type Quantity s.. Standard 20 Receptacle Indoor GFI 3 Receptacle Outdoor GFI 3 Receptacle Heat Sensor 1 CO2/Smoke 2 Detector Recessed LED 46 Indoor Sconce 3 Outdoor Sconce 2 Exhaust Fan 2 Switches 23 Mini Split Unit 1 i� A P A 1 7 2026 _ 1 Y APPEALS BOARD MEMBERS o .�4 Southold Town Hall CIO Gerard P. Goehringer,Chairman ,t` 53095 Main Road Serge Doyen.Jr. �y �� ' P.O. Box 1179 James Dinizio,Jr. ~ O� �a�i Southold,New York 11971 Robert A. Villa `f Fax(516)765-1823 Lydia A.Tortora Telephone(516)765-1809 BOARD OF APPEALS TOWN OF SOUTHOLD Appl. #439.1 ACTION OF THE BOARD OF APPEALS DATE OF ACTION: 6/26/96 APPLICANTS: John and Patricia McCarvill PROPERTY LOCATION: 150 Waterview Drive, Southold. 1000-78-7-32.7. BASIS OF APPEAL: Notice of Disapproval issued by the Building- Inspector, Article IIIA, Section 100-30A.3 and 100-30A.2(c) . RELIEF REQUESTED: (1) Request for approval of proposed Lot #3 of a size 38,795 sf, including the flag portion included in the ownership of Lot #3, all as depicted on the map completed May 8, 1996, prepared by Roderick VanTuyl, surveyor, AND (2) request for insufficient front yard setback of larger barn (as a principal structure on this proposed Lot #3 (rather than as an accessory building to the existing main house, which house is now located on proposed Lot #2) , and, if applicable, this 30-ft. front yard setback may be extended to a future building permit application if proposed to be converted as a dwelling, with one dwelling per lot (as regulated by zoning code use provisions). MOTION MADE BY: J. Dinizio SECONDED BY: G. Goehringer ACTION/RESOLUTION ADOPTED: Approved as applied (concerning proposed Lot #3 of a total lot area of 38,795 sf and frontyard setback of existing building at 30 feet from its closest setback to the property (south) line. REASONS/FINDINGS: 1 . Total lot area of proposed Lot #3 is minimal, for a variance of 1205 square feet, or 30 of the 40,000 sq. ft. requirement. 2. This plan is basically laid out consistent with that reviewed (without noted objection) in a minor subdivision application, presently pending with the Manning Board, will consist of 38,795 square feet while the remaining proposed lots will consist of 100% of the lot size requirement in this R-40 Zone District. 3. The former Certificate of Occupancy for Nonconforming Premises issued to Julius Zebroski (former owner) on 7/6/88 under #Z-17062 indicated that the nonconforming setback of the dwelling which exists (and now is shown on proposed Lot #2) has been nonconforming since the effective date of the .zoning c:ode(s). The ether barn and shed buildings shown on the 1996 survey also proexisted the zoning codc(s). 4. No c:'her alternative is available to afford relief since there is no other available land area. 5. The difficulties are related to the layout of the land, and are not personal to the landowners. 6. 'rho character of the neighborhood will remain significantly unaffected by tliis 1205 sq. ft. deficiency. e' Page 2 - Z.BA Appl. No. 4391 Decision for John and Patricia McCarvill Date of Resolution: June 26, 1996 7. No adverse physical or environmental effects will be produced on. adjacent properties, or the immediate area since all future construction or conversion for a single-family dwelling, or other new buildings for accessory uses, must comply with all zoning regulations and other codes . which laws are also applicable to surrounding properties. 8. The variances granted for a reduction of lot size from 40,000 sq_ ft. to 38,795 sf (1205 sf shortage), and confirming an established nonconforming front yard setback of an existing barn use (or for possible future conversion to a dwelling) are minimal. VOTE OF THE BOARD: Ayes: Serge J. Doyen, James Dinizio, Jr., Robert A. Villa, Lydia A. Tortora, Gera:E�RARD P. Goe ' ger. This resolutio was unanimously adopted. ZBA:Ik P. GOEHRINMR, CHAIRMAN / Approved for Filing 1 T 4 - � 8�' �5 S.F. •�� ,.� j.^ .T .•_ �.i/ fir.T. AMC s i 4C QOO S F N o�D le; �3 �y '"ram' Ait sim1 Z Peoin �!r. •to la4 �r., .r-Y C:•� 289.73 'LSr22'}O W-79.3t -- $A`!Vi w ICAO N m - SCALE -!CV:I 5o '•00 ?X' 300 4w * IT,"i,V:N1'.i,1�.',,i,p_ '�­,M,�?,-,­?.',!._-,�;-�J..., �,.,.. 4. .. . '.� I .. . -.. . ", :! .. 4­111­_­11._..,51-T�_-- .. ,!__�� . , .:. , ,.. .. �.. I. ... I I.;�.1; ,.._.�, .1 . ,W_�Q I k l: � - I, . � .. _ 777-1 in-- -). �"�; �',":`-Z"N.-_.�11,;,�,��,�-.- -__",.) . !CT , A I I . i;,�:­,��`�:�`,.�`­'. -,, , ,-,� , - .. . . .! ...:,� Q., I , '--%7 A' .r'..1,I%'..%.W-W,;�!�-; . - ­ - ... :_ _1�I., .I- ,- , 1". 1. 1 W -, ...., ".,�"` .-.'.* -_ I'll'' -:�- -`-�,-�.--: , '.. ,;.q I ........."- - , .:.,I,�.i!,�-.--.- --. ---, , . . . . .. - - A .. .�`. 1-� : ,� -I. 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J. rtl. ff Iola 'a'o P ciQ tw. ��� F AN W o`er Lo U) PAUL C,GL Nr 8 AN "ice t, w Z 5ARA T g2. / O p o f wWw I & TAX 9 vicE �/� 4- 0 �4 <=15 I RE51D#g45 NsOv. 4 z z NO SEPTIC OR WELL VISIBLE P'oG OR ar, 1. g NO AVAILABLE RECORD z- DOCUMENT pVD1 �AENS .•<"" 3 DOCUMENT RF ` ❑ I G� p.5� U R~O � r1.3 8 OEER FEN, w S z 79a �� 50' R.0.W. 80 s"LD � v TAX LOT 32.9 � BEARINGS SHOWN HEREON ARE UO p m 2+9��O A�,c s ;,.• BASED ON LIBER 13102 PAGE 616 H Es �\ O °" FND 0• C111 { <,.< w w ,Lh .?` ,,, r s.. � ... ,. 0 �MON �� 4 � _ �r j' '�'?1„�� 'C. � O z LL '��SHD z\ co ,� cp E (FOR HEALTH DEPARTMENT USE ONLY) -,Z-i .=i > >7 4 F n `tea\^ z l � - C.1 EO�PMENt CONC. CURB Z��'"�t L Co Cn z 3 1.��TC� NOTEo ^ a�F o NOTE: J]]LLVa Z S{OGKpoE +M1~y z '^ 11 0� NO VISIBLE WETLANDS WITH IN 300' NO VISIBLE WELLS WITH IN 150' AT y R TEN' `�' v J F I ooZ4 OF SUBJECT PROPERTY OF SUBJECT PROPERTY CEOj�C /F 1 � � w ISgg E ✓ENG z ❑o° ELLS JENC W MAs. N U 0L NOTE: TAX LOT 31 �O' `` N e2 2 l�[J O > a- FRAME Co g o ���[J a z ma o V O v NO UTILITY MARKOUTS WERE COMPLETED AT RE240 GE hI e6Nc, a o P m w THE TIME OF THIS SURVEY. z x CmNC. No SEP77C NO AVAI OR WELL VISIBLECn L o o DIM ENTREC . ORD FM LOT 2 3 C o FM lAT TA g2.12 f TAX LOT 32.11 % O ° FND CLF tOµY m �. �MON 1.8'� MAS. w ZFRpENG6 V) _ & �y RESOD 25 .A51B� w 8°4 2 A•o`NEB 60 ",\ u U N ' i NO DPP p\VEp..BM NS •-� Q e� PLAT, U p0 OGV i 0 SHD SlyFO! N B a CO a 4.4' qg•f m o a SHD o w,m 6 N 6.3' m m- U6o gg ICL4 CHAIN FEN. G� 3 z°i FEN. ea1. .W CONC + �' n'''a SHD 4'CHAIN LINK FEN. �R Egg 4.8' I MSH • GATE i `FEN F❑a Co I ca N I IT I ^ Lli m O F _ \ORF. ' O N Q ^❑�o I FM LOT 1 oa O Q o a TAX LOT 32.10 0 \ [n s FRAME I^`� 58.7' W000 / I RESIDENCE "e DECK Q 0 0 m o _ I � oa- r WW #150 N O Z < � ' NO SEPTIC OR WELL VISIBLE / 25.0` {' ' O z NO AVAILABLE RECORD I / 7¢,9 I �O t >� L0 Y �w DOCUMENT n" ° 1 FEN > f D 6.9' e• QC6 Ln W o c I -►1.2' Y ,,` 2 37poy /C + Q) I- O W Q ' .0,0 FRAME 1.ty CONC. e^ U z w RESIDEN A.fi (YJ ' O � o t m SYMBOL LEGEND I `+ �� �� � �Gj I T4X to O o. n 0 MONUMENT FND ® MANHOLE TEST HOLE I t'; 2 1 O Z U ❑ & �.: r 4s Q I.P. /I.B. FND "A"-INLET TREE O I "� t>; w� Ld 00 70, RE ME r _ ^ ® I.P. /I.B. SET IR "B"-INLET SHRUB - �"l" _ �r SID ~ N�-^ O ^:, ,4 544.9' 14.b' ! Z htss� �p Q ❑ x 05-"' SPOT ELEVATIONS YARD INLET BOLLARD I _ �•4'. Q' NO SEP �' o 0 C„''�i ""... use Q '` + �:' w ! NO nC OR 7 n 0 u �� UTILITY POLE YARD INLET ® WETLAND FLAG I j A < WOOD ( AVgILgBLELL VISIB o r 6 lw }- GUY WIRE ® ELECTRIC METER CANT. CANTILEVER �l I `O �� qs Y AS' + �ORCH qM1 =" DOCUMENRECORp LE r-o=£� UTILITY POLE W/LIGHT © GAS METER FE.FENCE �I Io C141 �3X( W J o F o x.. ( LIGHT POLE ® WATER METER MAS.MASONRY Co <; w , y LL- Y z =a v SIGN pd GAS VALVE PLAT.PLATFORM I .�t� 3 I O 5 �. O o p q -�- PVC FENCE (PVC) w W.W.WINDOW WELL Q� 4zu, M �'! LLJe O = O 5 <w WATER VALVE r ri �r a R STOCKADE FENCE (STK) B/W BAY WINDOW I WOF ;.• ( 0 o v (�Q a o -x CHAIN LINK FENCE (CLF)0/H OVERHANG C/E CELLAR ENTRANCE I t 0.2 �Q (. } vs. Q o f t� <0 0 m -- WIRE FENCE R/0 ROOF OVER - - A/C UNIT 211.28" FND gz -d.,. FIRE HYDRANT D.C. DEPRESSED CURB a 4 �y 3 Q W U Z °C ® CROSS CUT G.O.L. GENERALLY ON LINE STAKE _ _ _ _ _ _ _ _ - - PIPE l ✓8• AC► __ M7L l O O �' (n w STK � ; ___d yo9_aJ „ 4.S }3OF FEN Q �' O/L ON LINE R.O.W. RIGHT OF WAY � � T ?=���� TOCKgpE -►1 2' 2 2}� I �/ W � LL z 3 ` N59 0> 00 W 6�I qry _F 2'5' w = _ .;(r`-;.. .7 Y..G/ �_11 r`�o�� EH' TA=FEN'.. 1YtJ ,q, � Z Q W N a m FEN 0. / _ �0.2'4 STOCK C .:.,= �10'�jj�p W N 00 } ❑8 0 ADE . °M1'0 "►FEN <i0CKADE FEN 1.2' Q m 0j04 -------- , , ) 'I OF_ z EDGE OF PAVEMENT - ���\ + < Vn O\ U Hz.00*1 ■ Ile Lo O Qo o oJ W> = W gz zMAIN BAYVIEW ROAP Fa B�YVIEW ROAD 0o 0¢aGRAPHIC SCALE o (,) Om°_0 �(66 WIDE) z. 30 0 15 30 ❑G S z z o� ( IN FEET ) w� ° * ALL ELEVATIONS REFER TO NAVD88' DATUM LOT AREA �W 1 inch = 30 ft. 40,001.81 S.F. W r �°� ❑W W ZO S 0.92 AC. 3 �0�W12 292 WATERVIEW DRIVE �/' / •' k- . SCTM#1000-78-7-32.8 -- (IMPROVED W/PUBLIC WATER) CT #WATERVIEW1GOD-78 DRIVE PROP. 1-STORY EXCAVATION INSPECTION REQUIRED SCTM#1000-78-7-55 I Psr,g?-�,T 3` _ (IMPROVED W/PUBLIC WATER) I TAX 1:,�d`,r� POOL HOUSE of ° . FOR SANITARY SYSTEM BLDG.AREA: ±351 SF PMC HEALTH DEPARTMENT � BY H D SITE �;. F.F. EL. 23.0' CLIENT DRIVEN SOLUTIONS PROP. HOT TUB t>A7s� r PROP. DRYWELL FOR EQUIPMENT R0"W I �'O`� $/ OUTDOOR SINK P.W.GROSSERCONSULTOGIST,P.C.AND HYDROGEOLOGIST, .C. 7126 MAIN BAY 6a0 J1hm an Avenu"..SU8"7 VIEW ROAD -' Bohemia.NY.11716.2616 PROP. HOT TUB SCTM#1000-78-7-32.12 'Ph—:16a1lce6.ww.Fant6all6asaYa6- _ (IMPROVED W/PUBLIC WATER) � EINFO@PWGRpSSERCOM I'� ' ! _ — CONSULT ._ 1 L PROP. DRYWELL _ ___— — - -- b' PROP. OUTDOOR - (TYP.) KITCHEN & BLUESTONE TERRACE f 3 240 WA MEW DRIVE ���� 1/ ! i SCTM#1000-78-7-31 ,rf (IMPROVED ill/ OCT 2/Pueuc ,❑ f -` EXIST. POOL {; " ', l ` WATER) 3 ► TO REMAIN �ii A''l� - ;o, o :. _ PROP.WATER LINE IF i E�, -BENDS NOT PERMITTED ON SEPTIC TANK VICINITY MAP CE°RCf 73Aefr cE rEmc ili TO POOL HOUSE INLET LINE(S)ON NEW CONSTRUCTION`" SCALE: 1"=600' TAX or sf h a� F, f'� i s PROP. ELECTRICAL Design Professional'sCertiricationRequired. Abandonment of the existing sanitary system must be in Submit P.E.or P,.A.Certification For PROP. DRYWELL FOR __c x A: C0' ` ` . ``tPi = C- LINE TO POOL HOUSE conformance with the Department's requirements. .",6` :2 al �EA:rs_l�, The installation and Construction of the Sewage Disposal System ""o+v 1 z ,� vaE Use Form WWM-G73 Submit completed form VVWM-080 as proof OUTDOOR SHOWER PROP. GAS -- -- -' �,e PROP. SANITARY , SEE ATTACHMENT(S) � pF NEWy - - LINE TO POOL w gin'° SYSTEM FOR P O -v GENERAL NOTES: D PND RE W c �� EQUIPMENT - '; — II POOL HOUSE C- .- 1. ALL PROPOSED SANITARY PIPING TO BE 4"13 SDR-35,EXCEPT Q� 'pp PROP. PROPANE " } � �_ EXIST. 2-STORY FRAME WHERE INDICATED. G' TANK `1- ;. -- GARAGE TO REMAIN 2. SANITARY SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH o' __...__...___-__.._.._.-_.._._..•.-__.�—•'`.'�-._.-�.~' ALL SCDHS REQUIREMENTS. � F.F. EL. 26.9' TEST HOLE f I I 3. ALL ELEVATIONS ARE IN NAVD88. w BLDG. AREA: 1,188±SF POOL HOUSE ONLY = ` 4. NO PROPOSED STORM DRAINS WITHIN 20'OF THE PROPOSED SANITARY SYSTEM,UNLESS OTHERWISE SHOWN ON PLANS. Water lines must be inspected by the tPF 092523 PROP. 2-STORY PROP. SANITARY Suffolk CountV Dept.of Health Serices. �7p FRAME GARAGE ! 5. ALL NEIGHBORINGS PROPERTIES WITHIN 150 FT OF THE Call(631)852-5754,48 hours in a . rx .---ll•q SYSTEM FOR SANITARY SYSTEM ARE CONNECTED TO PUBLIC WATER. advance,to schedule inspection(s). F.F. EL. 21.8 rra} f I I. t! BLDG.AREA: 656±SF ; ,Aa' 7.°T 32.f° o ! MAIN HOUSE o { VA 7 EXIST. IL III, say ___ / //m- 14 TAR ° UNDERGROUND ' qE�° ° '`°" f�; s' SITE: 7105 MAIN BAYVIEW ROADall ��,�� 7 u9� O , , 1 REVI6EDPER SCnfLS COAONENf6 01n1/Mti l -. / s wE ELECTRICAL LINE SOUTHOLD, NY 11971 O { , 'I R'-I l.s q _;. TO REMAIN LT SCTM#: 1000-78-7-32.11 anc AS NOTED EXIST. SANITARY s -' t, I ie \\ ' S f ARNAUD B MARINE SOUSSAN-GOUACHO GROSS LOT AREA: 40,001.81 SQ.FT.(0.92 ACRES) SYSTEM TO BE ° o -, sou OLD NY 11971IEVI o oY ABANDONED 150 WATt9tV1Ew DRIVE — 6 d y,I 7195 MAIN BAYMEW ROAD BUILDING CLASSIFICATION: SINGLE FAMILY RESIDENCE — 1000-78n7g 3210 h — �i c SCTM#1000-78-7-43 7105 MAIN BAYVIEW PROP. �, i(IMPROVED W/PUBLIC I 3 �F ypr 2z.�; (IMPROVED W/PUBLIC WATER) PROPOSED BUILDING AREA: 3,732 SQ.FT. WATER) f�c 36+-.I ROAD PROPOSED DRIVEWAY a -------- - Wo- ,„,, off. $ -- --------- — • , , SANITARY DESIGN �.� o +i x =ID EXIST. UNDERGROUND T YI $A y�11 /A� yp {A� /p�/��A t Ssour OLD,,BAYVIEW OF SOUTHOLD 0 --—- PROP. �� SUFFOLK COUNTY,NEW YORK __ ._--; WATER LINE TO REMAIN GRAVEL ---- - --Eok�T„tus„------ -- tW6.76„2.11 s PARKING '� EXIST. OVERHEAD COURTa �I�ERM T FOR APPUFFOLK COUNTY ROVAL OF COTMENTNSTRUCTION SERVICES STRUCTION FOR F HEALTH MAIN BAYVIEW ROAD CABLE TO REMAIN OVERALL BAYVIEW ROAD SINGLE FAMILY RESIDENCE AND py (66' WIDE) SITE POOL HOUSE 6900 MAIN BAYMEW ROAD 6990 MAIN BAYMEW ROAD 60 KOKE DRIVE 7300 MAIN BAYMEW ROAD PLAN SCTM#1000-78-6-9.4 SCTM#10DD-78-6-13.1 SCTM/1000-78-6-14 SCTM+1000-78-7-46 (IMPROVED W/PUBLIC WATER) (IMPROVED W/PUBLIC WATER) (IMPROVED W/PUBLIC WATER) (IMPROVED W/PUBLIC WATER) DATE 1/24/2024 H RE-:F. No.O, R-23-1568 NOTE: APPROVED C-101 1 SURVEY INFORMATION OBTAINED OVERALL SITE PLAN 0 50 100 TOTAL MAXIMU BEDROOMS 6/0 �-- I FROM SCALICE LAND SURVEYING 6 J$SCALE: 1"= 50' EXPIRES THREE YEARS FROM DATE OF APPROVAL ----4 DATED MARCH 6, 2023. SCALE: 1" = 50' •µ '..- ISR2302 11 MSN ...,,., �LFc� PROP. WATER LINE EOC PROP. ELECTRICAL ` PROP.FUJI 4. LINE TO POOL HOUSE ` CONTROL PANEL PROP. TO POOL HOUSE I m PROP.FUJI BLOWER PROPANE TANK TEST HOLE R PROP. 2"0 VENT LINE PROP. W/CARBON FILTER mmc i DRIVEWAY PROP. 2-STORY i CRY CLIENT DRIVEN SOLUTIONS PROP. ELECTRIC LINE P.W.GROSSER CONSULTING ENGINEER FRAME GARAGE I ? AND HYDROGEOLOGIST,P.C. F.F. EL. 21.8' I PROP. FUJI 0o,o �RaY�RP�.SUR�, rn CLEAN AIR LINE �h�d3•NY.117,5351E Phone:(531)589$]53.Faz:I531)5E98155 i BLDG.AREA: 656±SF 10.7' Em30:UIFO@MNGROSSEP COM Eoc 10'MIN p x PROP. CLEANOUT 8.7' I CONSULTANTS 'MIN PROP. FUJI CLEAN 700 GAL. I ` w TREATMENT UNIT-MODEL CENT I = n�ocD PROP.4'.EFF. DEPTH LEACHING GALLEY 0.0' EL.16.0t MIXED SAND,LOAM, L � a -DECK I (TYP OF 4) PROP. 24" DIA. POLYLOK 2.0' GRAVEL EL.14.0 BROWN SANDY DISTRIBUTION BOX CLAY(CL) / / / PROP. 50% FUTURE 5.0 EL.11.0 i - EXIST. 2-STORY BROWN CLAMED FRAME GARAGE 'r_./� EXPANSION AREA g 0' SAND(SC) EL.7.0 TO REMAIN h O � i BROWN SANDY 1 z"' ti I 11.0' CLAY(SC) EL.5.0 F.F. EL. 26.9 / � � -� i '` = BLDG.AREA: 4.0 j BROWN SILTY L \ 12.2 O o SAND(SM) �1�oF NEW y 1,188_+SF 10'MIN 11 5,0' O I 13.4' EL.2.6_ �Q` �1DRE1y �� 5'MIN 2 0' 9 4' WATER IN BROWN IM PROP. DRYWELL SILTY SAND(SM) Q �, 0' 5'MIN MIN 9.0' 20. ! (TYP.) 15.0' EL.1.0 20 MIN 8' � MIN i WATER IN PALE ' / � � �• i EXIST. ELECTRICAL LINE GRAY SANDY w SAND(CL) _ o F 4.0 woo 20.0' EL. S F 092523 WATER IN BROWN ��p 22.0' CLAYEY SAND(SC) EL. 6.0 WATER IN PALE BROWN FINE 5.1 SAND(SP) ��'✓� F 28.0' EL.-12.0 3 5' MIN 3 o \ 1 REV45FD PER scoR.Mlkws S,n TEST HOLE DATA JULY 26,2023 LT _ DRF 'vITL FEN I MCDONALD GEOSERVICES LT 21 BAG AS NDF �� i EXIST. EXIST. �\ 1 L N / 2 NOTE: ARNAUD B MARINE SOUSSAN-000AC OD K ` 3.0' I S ' GROUNDWATER ENCOUNTERED 13.4' 7105 MAIN BAYVIEW ROAD OVERHEAD I WATER LINE ? STOCKADE FEN �.E' t�JETAL FEN. BELOW THE GRADE.(CONFIRMED WITH _�UTHOLD,NY11971 c CABLE FND c LL" 5 - - - - - - USGS LONG ISLAND DEPTH TO WATER 7105 MAIN BAYVIEW PIF-- DTK AND HYDROLOGIC CONDITONS VIEW) -�� FEN Q' ROAD PROPOSED `J C" I - ®I.2' , , . , SANITARY DESIGN lK ill �0.4' f 7105 MAIN BAYVIEW ROAD SOUTHOLD,TOWN OF SOUTHOLD URp' SUFFOLK COUNTY,NEW YORK 11 6p4 PARTIAL SITE PLAN 1aoa7R-7d2.11 SCALE: V=20' SINGLE FAMILY DWELLING 0 20 40 ONE(1)BEDROOM-SINGLE FAMILY DWELLING=550 GPD PARTIAL I/A OWTS DESIGN SITE PLAN - SCALE: 1" =20' REQUIRED: FIVE(5)BEDROOM=550 GALLON SYSTEM Af � MAIN HOUSE PROPOSED: ONE(1)FUJI CLEAN UNIT-MODEL CENT(700 GPD) %,In) E E -%C H M E N T (S) SANITARY LEACHING GALLEY DESIGN C-1 02 & REQUIRED: 400 SF OF SIDEWALL AREA s PROPOSED: 4'EFF.DEPTH LEACHING GALLEY HAS 106 SF PER UNI - s 400 SF/106 SF/UNIT=3.77 UNITS sy PROVIDE: FOUR(4)4'EFF.DEPTH LEACHING GALLEYS ISR2302 Ra SITE PWGC I p �o y� .l I CLIENT DRIVEN SOLUTIONS CLEANOUT , st t s i R - -. -_r P.W.GROSSER CONSULTING ENGINEER so'aaR I �8018 r�� �� !1 c. s ��- &HYDROGEOLOGIST,D.P.C. M J r�z aor say I �' 8 ffAlO1G4 SHOWN FF3EnN AiE �" 1 ' / 1 - J J 830JohnsanAvenue.Sutte7 y.L�T e. '0� •�;':.. a§SW ON UNR 13102 PACE 616 ,j Bohemia.NY.tme-2619 Phme:031 5SM53.F—S31 5994705 10py, 7 .z .�'�.•.: O VICINITY MAP y✓ ) EareO`PNIGC.INF RI0.58ERCOM — — 5- off •�:'..... SCALE: T' =600' CONSULTANTS 8'0 BY 4' LIQUID DEPTH SEPTIC TANK(1,200 GAL) 24"0 POLYLOK o ` 1-STORY POOL I LS 'DISTRIBUTION BOX HOUSE STRUCTURE A B C D �*'�'`..`, •.-.; BLDG. AREA: 320±SF 4' EFF. DEPTH 2!ee�t �' `�' �m FUJI 23' 55' - - RJUN 3 0 2026 LEACHING GALLEY "� IN GROUND POOL (TYP. OF 3) � sm DBA 25'-611 54'-511 - - b�a DB-2 sT LGA 33' 61' - _ Building Departrnen Town of Southold LG 5 3 sr ra, LG-2 42' 71' - - - - - - wN°i s� QG GAS LINE � � LG� LG-7��an � ,��'' LG-3 39' 62'-6" - - -mop LG-4 47' 73' - - �tOF NfW PROPANE TANKS .� 3 - - 1paoNo ► �yop ST 44' 49' 2-STORY FRAME 5 •'' DB-2 - - 48' 56' r "`" BUILDING W/ GARAGE `r c, r' Q� r_ w ' 1 � ti ctin: 2 F.F. EL. 19.05' 3�! � LG-5 - - 60 67 `rF�A�105360Np���' BLDG AREA: 1,970± SF o5 — 4 EFF. DEPTH LG-6 - - 70'-611 76' ffSS�O �W LG-3 LG� LEACHING GALLEY LG-7 - - 59' 62' rye,F o (TYP. OF 4) w F/am LG-1 LG-2 rAx for=10 a - 0 �� T I .ME 1 �3W DB_1 24 0 POLYLOKlwym lei 3 WA FUJI DISTRIBUTION BOX o FUJI CLEAN TREATMENT SITE: 7105 MAIN BAYVIEW ROAD 1 REWEDPERSWHSWENTS OSC62M UNIT-MODEL CEN7 SOUTHOLD,NY 11971 LT ! ' LT ' 0515 025 Eq R I o o °r�°� FUJI 900 ADAPTOR SCTM#: 1000-78-7-32.11 � •- � EK AS NOTED as Icy ARNAUD&MARINE SOUSSAN-GOUACHO I b+erba CLEANOUT GROSS LOT AREA: 40,001.81 SQ.FT.(0.92 ACRES) 7105 MAIN BAYVIEW ROAD w agy�rRpop�c SOUTHOLD,NY 11971 PROPANE TANK BUILDING CLASSIFICATION: SINGLE FAMILY RESIDENCE 7105 MAIN BAYVIEW C~ BUILDING AREA: 2,290± SQ.FT. � ' � � � � �d/ NOT IN USE � ROAD SANITARY — — — — o ELECTRICAL LINE SCDHS APPROVAL BOX AS-BUILT PLAN or :r �r N■ _g8�� (TYP.) 7105 MAIN BAYVIEW ROAD OIL TANK IN Rr Nsa•o1'oo^�r s14•xr' WATER LINE (TYP.) SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES SOUTHOLD,TOWN OF SOUTHOLD �� N6,2•,ggy0-jr — � _ _ SUFFOLK COUNTY,NEW YORK BASEMENT FOR Iw _ APPROVAL OF CONSTRUCTED WORKS FOR ioao>&Taz.NT �.+ HEATING —�v *o► — A SINGLE FAMILY RESIDENCE AND ` ✓ ' POOL HOUSE OVERALL MAIN BAYVIEW ROAD .> 6/15/2026 R-23-1568 SITE s BAYVIRW FoAD Date H.S. Ref. No. PLAN i (66' AIDS) , F *ALL ELEVATIONS REFER TO NAVD88'DATUM The sewage disposal and water supply facilities at this location have been inspected and/or certified by this Department or other agencies and found — NOTE: to be satisfactory FOR TOTAL MAXIMUM OF 6/0 BEDROOMS. AS-101 Ir SURVEY INFORMATION OBTAINED 0 50 100 : ——s--to FROM SCALICE LAND SURVEYING OVERALL SITE PLAN ]onat an Pai, P.E., CHIEF ' ; DATED APRIL 7, 2026. SCALE: 1"=50' SCALE: 1"= 50' Office of Wastewater Management ISRzso, I' J Generated by REScheck-Web Software cls(i Compliance Certificate Project 7105 Main Bayview Rd Energy Code: 2020 NYStretch - 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 7105 Main Bayview Rd Marine&Arnaud Gouacho Isaac Coffey Southold,NY 11971 7150 Main Bayview Rd Isaac-Rae Southold, NY 11971 430 Main street Greenport,NY 11934 13472766093 Clay@isaac-rae.com complianCe:r Passes using VA trade-off Compliance: 25.5%Better Than Code Maximum UA: 165 Your UA: 123 Maximum SHGC: 0.40 Your SHGC: 0.16 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop,Gross Area Assembly I or Cavity Cont. Req. Prop. Wall Type A:Wood Frame,24" O.C. 1,594 23.0 6.0 0.039 0.045 46 53 Garage Door:Solid Door(under 50%glazing) 121 0.150 0.270 18 33 Sliding Door 1: Glass Door(over 50%glazing) 45 0.200 0.270 9 12 SHGC:0.16 Sliding Door 2: Glass Door(over 50%glazing) 22 0.200 0.270 4 6 SHGC: 0.16 Window curtain wall: Metal Frame 84 0.200 0.270 17 23 SHGC: 0.16 Window 1: Metal Frame 65 0.200 0.270 13 18 SHGC: 0.16 Window curtain wall 2: Metal Frame 24 0.200 0.270 5 6 SHGC: 0.16 Window 2: Metal Frame 18 0.200 0.270 4 5 SHGC: 0.16 Window curtain wall 3: Metal Frame 35 0.200 0.270 7 9 SHGC: 0.16 Floor: Slab-On-Grade(Unheated) Insulation depth:4.0' 128 15.0 0.630 0.480 0 0 Insulation position: Horizontal Insulation Project Title: 7105 Main Bayview Rd Report date: 09/27/23 Data filename: Page 1 of10 f Compliance Statement: The proposed building design described here' ith the building plans, specifications, and other calculations submitted with the permit application.The proposed b b® 61 d to meet the 2020 NYStretch-2018 IECC requirements in REScheck Version : REScheck-Web and to comp i ments listed in the RESche k Inspection Checklist. � ��v Name-Title n tur Date I w i �T 039761 Q� �OP RIE�� Project Title: 710S Main Bayview Rd Report date: 09/27/23 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2020 NYStretch - 2018 IECC Requirements: 0.0% were addressed directly.in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. section „Plans Verif�etl Field Ver�fietl # Pre-Inspection/Plan Review complies Comments/Assumptions`. Re Ip Value. Value 103.1, ;Construction drawings and ❑Complies 103.2 ;documentation demonstrate ';❑Does Not [PR111 energy code compliance for the building envelope.Thermal a❑Not Observable envelope represented on {❑Not Applicable I construction documents. 103.1, Construction drawings and ,❑Complies 103.2, ;documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3)1 =lighting and mechanical systems. ❑Not Observable Systems serving multiple j ❑Not Applicable dwelling units must demonstrate I compliance with the IECC 1 Commercial Provisions. 302:1, Heating and cooling equipment is: Heating: Heating: s❑Complies 403.T 3sized per ACCA Manual S based Btu/hr Btu/hr Z❑Does Not [PR212. t on loads calculated per ACCA Cooling: Cooling: ❑Not Observable Manual J or other methods Btu/hr Btu/hr approved by the code official, ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1 3 1 Low Impact(Tier 3) Project Title: 7105 Main Bayview Rd Report date: 09/27/23 Data filename: Page 3 of10 Section: � PlansVerified ' F�e1d,Verified;:" '` # Foundation Inspection Value Value Complies? Comments/Assumptions."` &Re .ID 402.1.2 Slab edge insulation R-value. R- R- ;❑Complies See the Envelope Assemblies [FO1]1 [] Unheated ❑ Unheated ❑Does Not 'table for values. ❑ Heated ❑ Heated ❑Not Observable ❑Not Applicable s 402.1.2 Slab edge insulation ft ft ;❑Complies See the Envelope Assemblies [F03]1 depth/length. ❑Does Not ;table for values. a ❑Not Observable ❑Not Applicable 303.2.1—_'�A protective covering is installed ❑Complies [FO11]2 to protect exposed exterior ❑Does Not insulation and extends a minimum of 6 in.below grade. ❑Not Observable ❑Not Applicable 403.9 Snow-and ice-melting system ❑Complies [F012]2 " ,, controls installed. k, ❑Does Not y ❑Not Observable _ •' ":�❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 1,2- Medium Impact(Tier 2) 3' Low Impact(Tier 3) Project Title: 7105 Main Bayview Rd Report date: 09/27/23 Data filename: Page 4 of10 Section Plans Verified Field Verified # Framing/,Rough In''-Inspection CompliesT .Comments/Assumptions & Re':IU Value Value 402.1.1, ;Door U-factor. U- U- ;❑Complies See the Envelope Assemblies 402.3.4 ;❑Does Not •table for values. [FR1]1 ;❑Not Observable ta. ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). �❑Does Not table for values. 402.3.3, 402.5 ❑Not Observable i [FR2]1 '❑Not Applicable 303.1.3 U-factors of fenestration products,_ ❑Complies [FR4]1 ;are determined in accordance ``i❑Does Not J with the NFRC test procedure or UNot Observable ; ;taken from the default table. Not Applicable 402.4.1.1 'Air barrier and thermal barrier ❑Complies [FR23]1 (installed per manufacturer's ❑Does Not instructions.An approved third party will inspect all components '•`:' Not Observable •and verify compliance.See ;'❑Not Applicable ;section details and guidance ;from Table R402.4.1.1. i 402.4.3 "Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not 'AAMA/WDMA/CSA 101/l.S.2/A440 or has infiltration rates per NFRC t , ❑Not Observable 400 that do not exceed code ❑Not Applicable limits. z` , 402.4.5 IC-rated recessed lighting fixtures ❑Complies i _ ; [ER16]?: ;sealed at housing/interior finish ;'-❑Does Not and labeled to indicate<_2.0 cfm :leakage at 75 Pa. ![]Not Observable ❑Not Applicable 403.3.1 :Supply and return ducts in attics ❑Complies [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and> ' Observable R-6 where< 3 inches.Supply and ;❑Not return ducts in other portions of ❑Not Applicable -the building insulated>=R-6 for diameter>=3 inches and R-4 2 ifor< 3 inches in diameter. i 403.3.2 Ducts,air handlers and filter ❑Complies [FR13]1 boxes are sealed with ❑Does Not ;joints/seams compliant with ,International Mechanical Code or []Not Observable International Residential Code,as ❑Not Applicable ;applicable. 403.3 Duct system in new buildings and+ ❑Complies [FI32]1 additions are located in a Y',❑Does Not ,conditioned space in accordance _ with Sections R403.3.7 (1-2). ❑Not Observable ❑Not Applicable 403.3.8 :Ducts are sized in accordance } ❑Complies [FI33]1 'with ACCA Manual D and sections ❑Does Not R403.7-8. ;❑Not Observable Not Applicable 403.3.5 „Building cavities are not used as ❑Complies [FlAnP, 'ducts or plenums. ❑Does Not ?� UNot Observable ❑Not Applicable 1 High Impact(Tier 1) 2' Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 7105 Main Bayview Rd Report date: 09/27/23 Data filename: Page 5 of10 section Plans Verified Field Vervfied: # Framing/,Rough-in.lnspection -, Complies? . Comments/Assumptions &'Re .ID Value Value 403.33 Ducts declared to be within the ❑Complies [FR28]3 ,` conditioned space are either 1) ❑Does Not J completely within the continuous 1 air barrier and within the building` }[]Not Observable , ;thermal envelope,2) buried ❑Not Applicable ;within ceiling insulation in accordance with Section R403.3.6 and the air handier is located completely within the 5 continuous air barrier and within -;the building thermal envelope14, +and the duct leakage is<= 1.5 cfm/100 square feet of conditioned floor area served by 'the duct system,or 3)the ceiling insulation R-value installed against and above the insulated duct>=to the proposed ceiling ; +insulation R-value, less the R- value of the insulation on the 463.4 "HVAC piping conveying fluids R- R- i❑Complies [FR17]z above 105°F or chilled fluids ;❑Does Not below 55°F are insulated to>_R- ❑ 3 ; Not Observable ❑Not Applicable j 403.4.1 ;Protection of insulation on HVAC � ❑Complies [FR24]1 piping. ❑Does Not s❑Not Observable .:❑Not Applicable 403.5.3 Hot water pipes are insulated to R R- ❑Complies [FR18]2 , zR-3. ;❑Does Not ❑Not Observable (❑Not Applicable 403.5 ;Energy conservation measures R R- {❑Complies for SWH systems follow �❑Does Not `guidelines in section R403.5.1-5. i ;❑Not Observable ❑Not Applicable 403.6 Automatic or gravity dampers are, ❑Complies [FR19]2 <"i installed on all outdoor air `❑Does Not intakes and exhausts. I ❑Not Observable ' ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2_ Medium Impact(Tier 2) 3_..J Low Impact(Tier 3) Project Title: 7105 Main Bayview Rd Report date: 09/27/23 Data filename: Page 6 of10 Section' V Plans erified etl Field Ver�fi ' # Lnsulation Inspection,.,, Complies Comments/Assumptions,, & Re .IIDF Value Value 303"1.` ;All installed insulation is labeled ❑complies [IN13]2 or the installed R-values ;❑Does Not 'c+ provided. ❑Not Observable ❑Not Applicable i 402.1.1, Wall insulation R-value. If this is a; R- R- ❑complies ;See the Envelope Assemblies 402.2.5, i mass wall with at least 1/1 of the ❑ Wood ❑ Wood ❑Does Not i table for values. 402.2.6 ;wall insulation on the wall ❑ Mass ❑ Mass ;❑Not Observable [IN3]1 exterior,the exterior insulation F; requirement applies(FR10). ❑ Steel =❑ Steel ❑Not Applicable 303.2 'Wall insulation is installed per ❑Complies [IN4]1 :manufacturer's instructions. ❑Does Not `. ❑Not Observable s❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 7105 Main Bayview Rd Report date: 09/27/23 Data filename: Page 7 of10 Section Plans Verified- FIe1d Verifie.d # Final Inspection Provisions ; Complies Comments/Assumptions Re rID Value Value" 402.2.4 ;Attic access hatch and door R- R- ❑Complies [FI3]1 'insulation>_R-value of the ❑Does Not adjacent assembly. ;[]Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50= ACH 50 = ;❑Complies [F[17]1 iach in Climate Zones 1-2,and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.3 'Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies [FI27]1 determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total :leakage measured with a :❑Not Observable ;pressure differential of 0.1 inch ;❑Not Applicable w.g.across the system including the manufacturer's air handler enclosure if installed at time of :test. Postconstruction test:Total 'leakage measured with a pressure differential of 0.1 inch w.g.across the entire system including the manufacturer's air handler enclosure. 403.3.4 ;Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies [FI4]1 :cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handier @ 25 Pa.For rough-in ;[]Not Observable tests,verification may need to i❑Not Applicable occur during Framing Inspection. 403.3.2.1 i Air handler leakage designated ❑Complies [F124]1 by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.1.1 'Programmable thermostats ❑Complies [f19]2., i installed for control of primary ❑Does Not heating and cooling systems and = initially set by manufacturer to ❑Not Observable i code specifications. i ❑Not Applicable 403.1.2 ''s Heat pump thermostat installed ; 1EIComplies [FI10]z J on heat pumps. i 10Does Not f ❑Not Observable ❑Not Applicable 403.5z1 }Circulating service hot water ❑Complies [Fill] systems have automatic or ❑Does Not . accessible manual controls. .':❑Not Observable ; ❑Not Applicable 40161.1 .All mechanical ventilation system; ❑Complies [F125]21 ifans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable "❑ R403.6.1. Not Applicable 403.2 Hot water boilers supplying heat `. ❑Complies (FI26]2 through one-or two-pipe heating f❑Does Not systems have outdoor setback " control to lower boiler water ❑Not Observable 'temperature based on outdoor '❑Not Applicable temperature. +" 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 7105 Main Bayview Rd Report date: 09/27/23 Data filename: Page 8 of10 Section Plans Verified F�e1d Verified Final Inspection Provisions Con plies� CommentslAssumptions Re" ID Value Value 403.S.1.1 a Heated water circulation systems , _ !❑Complies jF128]2 s have a circulation pump.The Not rjsystem return pipe is a dedicated " ❑Not Observable return pipe or a cold water supply` , _,❑Not Applicable pipe.Gravity and thermos syphon circulation systems are ;not present.Controls for ! circulating hot water system pumps start the pump with signal for hot water demand within the ' a occupancy.Controls _ automatically turn off the pump ;when water is in circulation loop I Os at set-point temperature and no demand for hot water exists 403:5,1.2,}Electric heat trace systems `b❑Complies [FI29]2 ` ;comply with IEEE 515.1 or UL T❑Does Not 515.Controls automatically a adjust the energy input to the $❑Not Observable . ?heat tracing to maintain the ❑Not Applicable desired water temperature in the F piping. 463.5.2 Demand recirculation water ❑Complies [17130]z _ ;systems have controls that ❑Does Not 4 manage operation of the pump and limit the temperature of the ;[]Not Observable 1 ;water entering the cold water ❑Not Applicable piping to<= 1049F. 403 5:4• `<Drain water heat recovery units ;❑Complies [FI31]z. r have>=40 percent efficiency if ( []Does Not t installed for equal flow or>=52 percent efficiency if installed for t ❑Not Observable unequal flow.Vertical drain water; ❑Not Applicable heat recovery units comply with j CSA B55.2 and tested and b, . labeled in accordance with CSA B55.1.Potable water-side f pressure loss of drain water heat recovery units are<3 psi for ;individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units are<2 psi :Sfor individual units connected to 1 three or more showers. 403,10.I.J Readily accessible switch on ❑Complies [F112]3 3 heaters for swimming pools or ❑Does Not permanent in-ground spas. _ ;Switch operation does not ❑Not Observable 'a change heater thermostat ❑Not Applicable ;setting. Heater circuit breaker is I installed independent of switch ;Gas-fired heaters equipped with :;ignition pilots that are not continuously burning pilots. 403 10.2;; ,Timer switches or other ❑Complies `[FI19]3 automatic preset schedule ❑Does Not ;control method are installed on heaters and pumps serving pools r >k❑Not Observable and permanent ❑Not Applicable 403.10.3 ;Outdoor heated pools and ❑Complies [1`I20]3 °.outdoor permanent spas have a -]Does Not vapor retardant cover. ❑Not Observable ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 7105 Main Bayview Rd Report date: 09/27/23 Data filename: Page 9 of10 section Plans Verified Field Verified FinalInspection:Provisions Complies? Comments/Assumptions & Req:ID Value Value 404.1 90%or more of permanent ❑Complies [FI6]1 fixtures have lamps with an ❑Does Not efficacy>=65 lumans/watt or have a total luminaire efficacy ❑Not Observable >=45 lumens/watt. ❑Not Applicable j 404.2 ;Detached one and two-family ❑Complies [F13511 dwellings and townhouses where _ ❑Does Not the conditioned space is>1,400 sf comply with the requirements . I❑Not Observable of Appendix RA. ❑Not Applicable 404.3 ;One or two-family dwellings and - ❑Complies [F13611 Itownhouses with parking area ❑Does Not provided on the building site shall `have a 208/240V 40-amp outlet []Not Observable for each dwelling unit or panel ❑Not Applicable capacity and conduit for the future installation of such an outlet.See section details. 404.1.1 Fuel gas lighting systems have '❑Complies [FI23]3 no continuous pilot light. ❑Does Not -'❑Not Observable ❑Not Applicable 401.3 ;Compliance certificate posted. ❑Complies [F17]2 `[]Does Not ❑Not Observable ❑Not Applicable 303.3 "Manufacturer manuals for ❑Complies [FI1813 mechanical and water heatingt❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 7105 Main Bayview Rd Report date: 09/27/23 Data filename: Page 10 of10 *C2020 NYStretch - 2010 IECC Energy Efficiency Certificate insulation Rating R-Value Above-Grade Wall 29.00 Below-Grade Wall 0.00 Floor 15.00 Ceiling / Roof 0.00 Ductwork (unconditioned spaces): Glass & D. . Window 0.20 0.16 Door 0.15 0.16 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments APPROVED AS NOTED DATE: 12-2-5 B.P # COMPLY WfTH ALL CODES OF It NEW YORK STATE&TOWN CODES FEE I I(o,50 BY: AS REQUIRED AND CONDITIONS OF NOTIFY BUILDING DEPARTMENT AT SWMTMZM 631-765-1802 8AM TO 4PM FOR THE ==VNRMB= FOLLOWING INSPECTIONS: amm mm FOUNDATION-TWO REQUIRED KY1DID FOR POURED CONCRETE ROUGH-FRAMING&PLUMBING INSULATION FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ELECTRICAL ALL CONSTRUCTION SHALL MEET THE INSPECTION REQUIRED REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS All exterior lighting installed,replaced or repaired shall conform Must provide Manuals to Chapter 172 D,J and S as per of the Town Code 1gYS Energy Code Fire separation required as per Blower door NYS Code and ductwork testing required. PLUMBING ALL_PLUMBING WASTE &WATER LINES NEED TESTING BEFORE COVERING RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER236 PLUMBER CERTIFICATION OF THE TOWN CODE ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY �E Wr-krCOnrycc{-Zd hCC-4 c 1, SOLDER USED IN WATER R SUPPLY SYSTEM CANNOT �g r u l rird j In j CL4 a EXCEED 2110 OF 1% LEAD. 5vp]911 hcyld ra;� and u ant as re U i r � o Res 51C. Rai 1 >✓ R312 NOTES oP.ararvG SWE i�,. cE,cxc xarrr_3 _ 9 ' 3 5 3 9 E4 1 z s .a a :3 Htl9S3A'KA bSPfl'D(Rt4,ip+�JO " 'g&tb1$0&/IYR1.1^Plk:% IGivi d61 ${3 a%KC.Z4ip K,Y1,k8G,'+i fR 44 Lc.c:_cfLR' ci.,sat[AIM SWULYM Mc+a k55 trai6:bm ,btu Fft @rx;m. arc Nzn ti'r.¢fi_1e3y Yam. Tam am-c=b tEEiEbmP l maor isa=4.UY 2t�:ocr G.-- ';'N I a64 rit xj:� C;Y* �RA 4'';'S t6v:..�.o T..a+dd- 'E-u"t.7.'s F r; .cu.zcns � r SOUTHOLD 7.Z--5P4. n2"/yearF-liSCL ¢ri,,,,t PLUMBING NOTES uN+ MeX m;sg�1: k>'i4�'T£K tn.m-,rr �'arcf%u wi�Ai�+R KS, 6a'_aka miak , 1 1 _ - 1 - a i 1 1 �>a�kxcxn 1psma.,3[gp :max P1 01 . 0 , . ', , , . I . . I � � � , .. ,s„ :.«. «jn' , '' NOTES v! -- , a, ' , DRAWING ISSUE NO. DATE ISSUED FOR I ■ ■ 9 : - � % ., , F1 ` :'';'',.,­,-..' _." 1. 7105 ew rmftd . �i,��:',�,,'��.�,;�', �, '.. � , ��.�,,���.�il,,,,,,�, ,�,����,;,�,�:" �,,, � ; I a , •',J, 4 a , r,al' �s � F SYMBOL LEGEND FEMA NOTE 5 9 .�, .`"< •lid,' ,:'x <..1",^ ,,..',s °•,3?,'e,� "e�, ;• _ „i' .,•. d�,' {,_ r.'• ,,,', THE PROPERTY IS NOT IN THE SPECIAL FLOOD HAZARD AREA. NO CHANGES ARE BEING MADE TO THE :A •„ ,�;, , ; : q ,._; '•:,- I_ �, mil.,, a =e; S O U T H O L D NY 11971 { b� ., 6 / ,fl I' 4 / f ,,,` I `I FLOOD ELEVATIONS. ; :, r , r .. fir, . , E. `� 1 r.fl '� 7 1 1 L• .'S,:, , .'ka"P`-� `'ft�� '4` .e'3&a a'b9'"' jj "f .i< ,^- & '4'u:` 9 % t SECT7pN NUMBER DOOR NUMBER mar , , { ;,... E •''', ,,,'., f, r ,: `:,Mn., # 000 78 32 1 1 F . ,,:, a SEE DOOR SCHEDULE ' � , .w :;,:..', `: a `',' 9' ;, St SHEET NUMBER ) N,:.", 'a T ;' p „ei ,,, I, ,s $ >rY,`a.:',4�.3.;:^k s. ' e `\ :.,a �. , «n."" - 'v� t 4.. ,'a- :5, Ea-,�, O t„",+;` r 'rt'i ', u z r,w <; x*@.,:sf:r.. .,r.• <.�. y, _ ,; �.•:;` _ '.,� .;•,� ,, - N ° y+i ',,} '• t , q' ,.:� , ' ;. 4 ,I ,s,,,�..{t� �k' �, a as :a�'.f';.fw d..-,� '°° aS`�+ ;s t .,� m 9 'r•,6 , I _ ., ,, '= ra''t .� s� '^ •I d-,.;,.. ,e+s�fi....S «r� ; 'p' .kn ,'aka t° ;' ENERGY CODE STATEMENT OF COMPLIANCE ¢' f£; > `-� ` M � : �,i •t�,{, f. ,'; , i 'v-a),,� < =� '" : ,'� ", :? 5 -,,. COUNTY SUFFOLK 10 tl: I ° _; ` �+ ,�'.: - m'„ ,sr.• ' .`. -vk ,.:+-,.�.;° ',,,�.� .�^.` ..1°ate. •^« ', , " I WINDOW NUMBER TO THE BEST OF MY KNOWLEDGE, BELIEVE AND PROFESSIONAL JUDGMENT THE PROPOSED BUILDING IS - ,'I- ";, =' y` hn. ;„ ,, , , !t, _ q g: `',,f` ,`',fir: x:N., •u .». :. ; i w::',.- ;: ,.:,.' .` , a , '° a •� 11 , 'i�,.": " ' I DETAIL INDICATOR SEE WINDOW SCHEDULE s<>` ;„k ,. . . ., as a ,. ;,,.y ,;?. : „c„:... Y '.;,�,.,,... � `i'. t, ., I'+{ "' '•' r,- ' ) IN COMPLIANCE WITH NYS 2020 ENERGY CODE. RESCHECK ENERGY ANALYSIS IS ALSO PROVIDED IN THIS : ...,.;,<g - .'.``r:, :.. ,,K - ..,.. - ,..;.. TAX MAP NUMBER 1 F r ..", , �'. �; t, I 000 078.00-0,.00 032.011 to BMI +ION ' �'; ,,_ »*»'.": » ",`` " y f';S J y '; > I •` 1 s SU 55 .c r^ k ..; < .s°,• � ° 3 ([ it 1 r I '•& r,4� , as `° 12 ,,J:; -' . a ..:�; ,,�!C < '� '' VILLAGE �' r, .n SOUTHOLD tt « . F' 3 4' $ 1 0 �i a :; `e¢ DRAWING RAWING REVI SIONS N< . 0 S �, '� N ;',RA T F R N TR TIO NDIT N F THE CONT C O CO S UC ;�. , '�'� G E NERAL CO 10 S O M ER 1 O UMN U ae 1 UM ER C DETALN B - P e. 1 i.;e; ,; . . '' BLOCK S SHEET NUMBER •t`' i4 ' P° ` : ..,. ,. , ': .. s . -�.• 7 N0. DATE REVISION y+�i., :; _ 1.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 INTERNATIONAL BUILDING CODE AND �; , , -4 .,,,.',•l ,,': WILL COMPLY WITH 2O20 SUPPLIMENTAL REQUIREMENTS AND THE BEST TRADE PRACTICES. ;; z, ry,_ . -- 1. ' .Y'` 3A. s LOT 2 s ; -) 2. CONTRACTOR SHALL BE HELD TO HAVE VISITED AND EXAMINED THE PROJECT SITE BEFORE 01-�, „ , \ „ � ;;;:^°;"', ,• °-;;:` .:..._:;,°' 'x 1:`: I_ - REVISION CLOUD MARKER ` \ 3 \' �1. v,c•x.: r, ,,' ,» ;r`, 2 ,:,,.',' '' DETAIL.CLOUD MARKER; e,\; 3F'' ,...;M,. `1 +'' SUBMITTING HIS PROPOSAL SO AS TO FULLY UNDERSTAND ALL EXISTING CONDITIONS RELATING TO THIS :::. s1.,. ". z�. �` NUMBER OF FL R ',7'.11.' .�. ., - » r u _ 00 S 2 3 �',:.. , ._____ W RK.THE NATURE AND SCOPE THEREOF AND THE FEATURES AND DIFFICULTIES THAT WILL AFFECT ITS ,^,' ;>, <<';' , c P '' '` :` .<:' � , '•r=. {''A '` R`t . EXE TI N. NO ALLOWAN E SHALL BE MADE FOR ANY EXTRA AND/OR MATERIALS REQUIRED OR FOR \: :.' ;.' ` =. '.`.:' .,.° 'u CU O C I �,. Q, v LOT AREA 92 ACRES OR 40,001 SOFT ,`'.''' +o.o uNEtNDICATINC, DIFFICULTIES WHICH WOULD HAVE BEEN FORESEEN HAD THE REQUIRED INSPECTIONS BEEN MADE. THE I'll 'N\D �,;x1. :}. _'�Lj L. { g . ,. - t_E LINDICATION soe�ECTS ABovE CONTRACTOR SHALL TAKE ALL NECESSARY MEASUREMENTS FOR HIS WORK AT THE SITE. VERIFY ALL '4j F„,. `^.,. : , ..,s •:,.'_.,,<_• _,.':;' I•,.`, _ �1: , 6 _ vE ,3 •, � :4.::' ^' a .. ', .,'R a,,, .,,.. :°. :' ALLOWABLE BUILDING COVERAGE Note:[o`-o„im+ ;._ .` :,.,.�\' 1.l � d :R; f. :.<:.'. ;;:; 8,000 SQFT OR 20% +o.p CONDITIONS AND REPORT ANY DISCREPANCY IN DIMENSIONS OR EXISTING CONDITIONS TO THE r ti „ , ;, , :, s _. ..11 `"" 7 - LINE INDICATING uP ,, ': :' ,�... - ' w w1.s, z ?I,z '" ; J . . - �, oB�ECTSBELpw ARCHITECT. s „, >, ,... ..,�,-_. .« w #, ,. 'F," >: k\"\>°, �, ...F r r EXISTING ROOFED BUILDING COVERAGE 2,300 SOFT 8 3.THE CONTRACTOR SHALL NOT COMMENCE WORK UNTIL A KICK OFF MEETING HAS BEEN HELD AT THE I f, '° " : n= "� , .„ °$ ��r \ ' `A. r x1 tea $ $,{�., "A G na + PROJECT SITE WITH THE OWNER AND ARCHITECT.THE ;�' „� < ° 10 , ;; ,. %w, _ g ; r { _' . PROPOSED BUILDING COVERAGE 3,732 SOFT PURPOSE OF THIS MEETING IS TO REVIEW THE PLANNED WORK AND TO ENSURE THAT THE WORK IS ` ° -�, '�`>. , a'. "�'" `a»' �.rp,,.: WALL TYPE A - CABINET MARKER \ °�' x, DONE IN ACCORDANCE WITH THE APPROVED PLANS. •. - '':%. "e=':"a',` �' ': • :.w: .°_>'� . '.� ; .,v �. e 1 � ,. ': ;: ."``• ,: ,. '-;,ft VX,.�:M A« . ALLOWABLE GFA 11 . . 4. BEFORE COMMENCING WORK THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF ,. ,q, .o r 5,100 SOFT i.. ,,. INSURANCE WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS,AND PAY ALL FEES �- � M ,y ;n k4a p 4 •.,: :< q,,y, .F.I. ' , - , ,_ . 1 :N M �.a..,:,,, EXISTING GFA 2,200 SOFT REQUIRED BY GOVERNING NEW YORK CITY AGENCIES. . ,.. °� ;.a�' ,. `,: .y`>,„ ;e ,. A. ` ,` ; �- t A ,� ',� � �b''' °��,• 3 � , �Q;., THIS APPLICATION IS APPROVED ONLY FOR WORK 5.THE CONTRACTOR SHALL NOT DEVIATE FROM THE APPROVED CONSTRUCTION DOCUMENTS.THE k..-..� , x ;;y: ' . ', �.i , �I •°° Y: ;1":tl . ° ."w 'r.- PROPOSED ADDITIONAL GFA INCLUDING POOL... 1,798 SOFT C ON THE APPLICATION SPECIFICATION SHEET. ALL ., CONTRACTOR IS ADVISED THAT HIS WORK WILL BE STOPPED IF AT ANY POINT IT HAS BEEN DETERMINED �4:-,:: ,; ;•. * :'' k p. .., .. .`r" .•. .` �.:. .' W 9x ,; .,der s "`s z s ,F';. F, ,,` x OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON OR THAT THE WORK HAS ALTERED WITHOUT PRIOR WRITTEN APPROVAL FROM THE ARCHITECT. •, � .� f "fie*�, K - 6.THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT, OBTAIN PERMITS AND ERECT TEMPORARY n k' P)*�� ""^ 11 " ". " "" TOTAL PROPOSED GFA 3,398 TO BE CONSIDERED AS EITHER BEING APPROVED OR IN �, �. ' i t,.".« ^'1 y'.. fit, e CONSTRUCTION AS NECESSARY TO SAFEGUARD PERSONS AND PROPERTY. ALL MACHINERY, TOOLS, , � a : k µ,# n \ s ,. "I ,„., r ., r •� "' , ' r TM PROPOSED POOL HOUSE/CABANA;OFT 307 SOFT SERVICE LINES AND CONDUITS SHALL BE GUARDED, SHIELDED OR BARRICADED TO PROVIDE SAFETY "` = k71,� t k. :; p .�. -11 AND TO PREVENT CONTACT WITH PUBLIC. AJ"N+ „: '- + '_V A : k � S°° .' a �:, , �� ZONING R-40 7.THE CONTRACTOR SHALL MAINTAIN STRUCTURAL INTEGRITY OF ADJOINING WALLS, GROUNDS AND .il P ,A. '° x ,, . PROPERTY AND PROTECT THE SAME FROM INJURY ,1_1 'V,' a " y f. ' .'k •• '. F ` 'A`, e�` ` A d 0 ZONING MAP SOUTHOLD Consultants: 8. CONTRACTOR SHALL DETERMINE LOCATION, PROTECT AND SAFEGUARD ALL UTILITIES ON AND ': ,°e, + ADJACENT TO SITE. a «zAt , F'' '' I'l :.` '?t'' - .:,,Sx . ,`'. Y 11- - - ' � - """A3 � "' p Surveyor: 9.THE CONTRACTOR SHALL REPAIR AT HIS OWN COST ALL EXISTING MATERIAL OR EQUIPMENT DAMAGED ,r % "y` I f LANDMARK DESIGNATION NONE y �� "' SCALICE LAND SURVEYING ,'� AS A RESULT OF CONSTRUCTION FOR THIS WORK. y, � � �� -.; ���, } . 1 .,:. •'' ,. � .. s.: HISTORIC DISTRICT NO 1 S Bay Ave, Islip, NY 11751 10. CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE JOB SITE CLEAR OF TRASH AND DEBRIS AT ., �,' , L , - y p, , ALL TIMES AND FOR THE REMOVAL OF ALL CONSTRUCTION DEBRIS FROM THE SITE PRIOR TO FINAL COMPLETION. BUILDING HEIGHT 26'-8"FT ,;:!;',.,•,' ,,.',- . 11. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION SHEET# SHEET NAME ,:•'4,',',: " OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. CONSTRUCTION CLASSIFICATION VB-CONBUSTIBLE 1;,,. 12.THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH REQUIREMENTS OF LOCAL --- - Structural Engineer: ,:' ''"'.,,' AUTHORITIES. A-000) PROPOSED SITE PLAN OCCUPANCY USE GROUP RESIDENTIAL R 2 Alex Spyrou 'd'`;, , ` -- ---' ',4, ;- 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND AES Engineering •',;¢'',,.;. , MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA.THE CONTRACTOR SHALL DESIGN AND A-1 OOI EXISTING PLANS ACCESSORY OCCUPANCY USE GF;OUP -- i ,,, INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS. THE A-102 PROPOSED PLAN - LEVEL 2 630 Fifth Avenue, Suite 2000 , r CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR --- SPRINKERS SYSTEM - -_ NONE New York, New York DURING THE EXECUTION OF THE WORK. A-1031 PROPOSED ROOF PLAN ;"A:"';;,;;. ;',,, ,- 14.THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL PROVIDE ALL DIMENSIONS REQUIRED A-1041 ; PROPOSED PLAN - POOL HOUSE/OUTDOOR KITCHEN PLAN HER's Rater: FOR OTHER TRADES (SPRINKLER, MECHANICAL PLUMBING, ELECTRICAL ETC.). "�'', :',': '• •,- ;, - Tom Baccarella �'='a,, 15. SPRINKLER, MECHANICAL, PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS A-105. _ i'ROPOSED RCP - LEVEL 1 NY Building Technology Group t' ' .'' LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN- '.t1..A`' i r OFFS. A-10S PROPOSED RCP - LEVEL 2 159 Route 25A J °,.'', -.: 1 16.THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF A-201 PROPOSED ADDITION ELEVATIONS EAST/WEST Building 1 , Suite B °''{'(''''°^"I+'''r`'';'r'I ,;''•�';''`i'' .` I THE WORK INDICATED ON THE DRAWINGS,AND ALL OTHER WORK THAT MAYBE REQUIRED TO COMPLETE A-202! PROPOSED POOL HOUSE/OUTDOOR KITCHEN ELEVATIONS Miller Place, NY 11764 , ; rHE Job. ) ,`1 ` , ` 17.ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY A-3001 'BUILDING SECTIONS 1 r ,, ,: ` I,,,,:-..":,,; . ';°',::'> 1, CAPPED OR PLUGGED. A-301 BUILDING SECTIONS 2 * 18.THE CONTRACTOR SHALL GUARANTEE THE WORK FOR A MINIMUM OF ONE(1) YEAR FROM THE DATE i °''^ OF ACCEPTANCE BY THE OWNER AGAINST ALL DEFECTS IN > 1,"9 ;,, ,: v A-302 BUILDING SECTIONS - POOL HOUSE MATERIAL AND/OR WORKMANSHIP.THE IS GUARANTEE SHALL BE SUBMITTND IN WRITING BY THE 1 4, I CONTRACTOR TO THE OWNER. A-400) _ BUILDING WALL SECTIONS - ADDITION Architect of Recc''' a,, "' ,,,,' _ " ' 19.THE CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMANCE WITH THE HIGHEST DEGREE OF ,;, I. A-4011 BUILDING WALL SECTIONS - POOL HOUSE/OUTDOOR KITCHEN .:10 -, I SAAC - FAA E ,l,,"'..,'.',I:;',.,' , SKILL, QUALITY AND COMPLETENESS. •''A' +`" '''' 20.THE CONTRACTOR, UPON COMPLETION OF THE WORK, SHALL ARRANGE FOR DEPARTMENT OF A-500) SCHEDULES - DOOR/WINDOW SCHEDULE �(i ,,, !,';,'' BUILDINGS INSPECTIONS AND SIGNOFFS AS REQUIRED. S-OOD GENERAL STRUCTURAL NOTES 4 M Street :t, ,,: ?'I'.' ';''' I'�''! 21. NO WORK SHALL BE DONE, EXCEPT BETWEEN THE HOURS OF 9:00 A.M.AND 5:00 P.M. MONDAY 3O Main t '1',°]' THROUGH FRIDAYS. EXCEPT AS OTHERWISE AGREED TO, NO WORK SHALL BE DONE ON SATURDAYS, S-1001 STRUCTURAL PLAN 2nd floor, ';,. " r . 'JII' '" SUNDAYS AND HOLIDAYS,AND NO WORK THAT CAN PRODUCE UNUSUAL NOISES TF AT MIGHT BE GreenpOrt NY 11944 ' ' " ., "� S-101 STRUCTURAL PLAN - POOL HOUSE / OUTDOOR KITCHEN .,I `;; DISTURBING TO BUILDING OCCUPANTS SHALL BE DONE BEFORE 10:00 A.M. i." ,' "' 22.THE CONTRACTOR AND ALL SUB-CONTRACTORS AGREE TO ABIDE BY ALL REGULATIONS AS T-002! GENERAL NOTES Contact; Isaac Clay Coffey R.A. NYS LIC#039767 ;;'I•,,,;! � I, OUTLINED IN THE ALTERATION AGREEMENT T-001 TITLE SHEET l,' , :' . ; 23. THE USE OF POWER TOOOLS SUCH AS PNEUMATIC JACKHAMMERS SHALL BE PROHIBITED .' I T. 347-276-6093 E. clay@isaac-rae.com t'• ' 24. PROPOSED WORK SHALL NOT ALTER OR RELOCATE THE MAIN PLUMBING, HEATING AND INTERCOM A-101 PROPOSED PLAN - LEVEL 1' LINES. ' ' I A-200) PROPOSED ADDITION ELEVATIONS NORTH/SOUTH Project: '�' ,", I SITE PROTECTION PLAN: :' _ . " 1.EGRESS.AT ALL TIMES IN THE COURSE OF CONSTRUCTION PROVISION SHALL BE MADE FOR ADEQUATE SOUTHOLD EGRESS AS REQUIRED BY NEW YORK STATE, SOUTHOLD TOWN AND SUFFOLK COUNTY •, '.. 2.FIRE SAFETY.ALL NECESSARY LAWS AND CONTROLS, INCLUDING THOSE WITH RESPECT TO OCCUPIED 7105 Main Bayview Rd, Southold, NY 11971 .' DWELLINGS,AS WELL AS ADDITIONAL SAFETY MEASURES NECESSITATED BY THE CONSTRUCTION SHALL . BE STRICTLY OBSERVED. ' &HEALTH REQUIREMENTS. SPECIFICATION OF MEANS AND METHODS TO BE USED FOR CONTROL OF Project No.: . DUST, DISPOSAL OF CONSTRUCTION DEBRIS, PEST CONTROL AND MAINTENANCE OF SANITARY IR-O2 FACILITIES,AND LIMITATION OF NOISE TO ACCEPTABLE LEVELS SHALL BE INCLUDED. 3.1. THERE SHALL BE INCLUDED A STATEMENT OF COMPLIANCE WITH APPLICABLE PROVISIONS OF LAW RELATING TO LEAD AND ASBESTOS, AND SUCH STATEMENT SHALL DESCRIBE WITH PARTICULARITY WHAT Seal/Signature: ' MEANS AND METHODS ARE BEING UNDERTAKEN TO MEET SUCH COMPLIANCE. - 4.COMPLIANCE WITH HOUSING STANDARDS.THE REQUIREMENTS OF THE NEW YORK CITY HOUSING , _ MAINTENANCE CODE,AND, WHERE APPLICABLE,THE NEW YORK STATE MULTIPLE DWELLING LAW SHALL BE STRICTLY OBSERVED. I . 5.STRUCTURAL SAFETY. NO STRUCTURAL WORK SHALL BE DONE THAT MAY ENDANGER THE SITE OR ��(:ED AFDC . CONTRACTED WORKERS ��5 PGGLAY 0 /-// 6.NOISE RESTRICTIONS.WHERE HOURS OF THE DAY OR THE DAYS OF THE WEEK IN WHICH CONSTRUCTION WORK MAY BE UNDERTAKEN ARE LIMITED MONDAY-FRIDAY 7 AM TO 5PM EXCEPT C� ��� . • ' FEDERAL HOLIDAYS _. ' 7.MAINTAINING ESSENTIAL SERVICES.WHERE HEAT, HOT WATER, COLD WATER, GAS, ELECTRICITY, OR ` I '1, %,'1''..'';; OTHER UTILITY SERVICES ARE PROVIDED IN SUCH BUILDING OR IN ANY DWELLING UNIT LOCATED --- �� ' ' THEREIN,THE SITE ANC CONSTRUCTION PROTECTION PLAN SHALL SPECIFY THE MEANS AND METHODS `' "-' _-` '' TO BE USED FOR MAINTAINING SUCH SERVICES DURING SUCH WORK IN ACCORDANCE WITH THE �- ;,, REQUIREMENTS OF SOUTHOLD TOWN & SUFFOLK COUNTY. IF A DISRUPTION OF ANY SUCH SERVICE IS 1 ;:tiles ANTICIPATED DURING THE WORK, THEN SUCH PLAN SHALL SPECIFY THE ANTICIPATED DURATION OF �-_ -- +"', , , SUCH DISRUPTION AND THE MEANS AND METHODS TO BE EMPLOYED TO MINIMIZE SUCH DISRUPTION, ,'i'4;'''" ,. INCLUDING THE PROVISION OF SUFFICIENT ALTERNATIVES FOR SUCH SERVICE DURING SUCH ' 'I'; ' DISRUPTION. ;`I' , , ' " 'l .`. ABREVIATIONS :,,,1, , . i, Date: Scale: % �, AS NOTED _ AFF ABOVE FINISHED FLOOR CL. CLOSET EL ELEVATION B.C. BY O'MERS/OWNER LAM, LAMINATE ,,N.I,C. NOT IN CONTRACT R.A. RETURN AIR TEL. TELEPHONE �''J:' A.P. ACCESS PANEL COL. COLUMN 'EMER. EMERGENCY GL. GLASS LV'. LOW VOLTAGE NO. ,NUMBER REV. REViSE/REViSION T.B.D. TO BE DETERMINED Drawing Title: .'' '• ,iL ACOUS, ACOUSTICAL CONC. CONCRETE ,.,. EQ. EQUAL GRL. GRILLE MAIL MATERIAL O.C. ON CENTER R.O. ROUGH OPENING TYP, TYPICAL TITLE SHEET Iti ADJ. ADJACENT CONST. CONSTRUCTION EQPT. EQUIPMENT GFI, GROUND FAULT INTER. MAY.. MAXIMUM 'OPNG OPENING U.O.N. UNLESS :;,i, ,, .r, , SCHED. SCHEDULE ;, , ' .. '' ''° A/C AIR CONDITIONING CONT. CONTINUOUS {,,';,':,'. '. ,,,rl'•. , ':,. . EXIST, EXISTING GWB GYPSUM WALLBOARD MEtCH. 'MECHANICAL OPP./OPH OPPOSITElOPPOSIT> HAND SECT. SECTION OTHERWISE '',:V:.! ? , ,_ ,,•''M ' I AL. ALUMINUM DTL DETAIL EXT, EXTERIOR HNDRL FIANDRAIL MTIL. METAL PTD. PAINTED SHT. SHEET NOTED .''N - DIM. DIMENSION MINI, MINIMUM PARTN. PARTITION V.I.F. VERIFY(N FIELD I,• ,, " APPROX. APPROXIMATE FIN FINISH HDWD. HARDWOOD SIN. SIMILAR Drawing No.: ARCH. ARCHITECTURAL DR. DOOR FIN.FL. FINISH FLOOR HVAC :HEATING,VENT.&A/C MIS+C. MISCELLANEOUS, PL PLASTER SC SOLID CORE VTNCT g i{ 6 ' + ; . BLKG BLOCKING DBL. DOUBLE ML@G. MOLDING PLYWD.,PLY PLYWOOD VINYL I ''N CLG. CEILING DN. DOWN FPRF. FIREPROOF H.M. HOLLOW METAL SQ. SQUARE FOOT �',lF�..,; „• .,:; r. I S.C. SELF-CLOSING HORIZ, HORIZONTAL MT[D, MOUNTED POS. POINT OF SERVICE S.STL. STAINLESS STEEL COMPOSITION TILE ENIMEWM I'.I�1;'";:.,-'�,;r. .'' :�',',',`i,` •�'°,' C.H. CEILING HEIGHT DWG. DRAWING FL FLOOR MUIL MULLION QTY. QUANTITY STD. ,STANDARD Wi WITH IN. INCHES W/O WITHOUT I,'I;,. CL. CENTER LINE EA, EACH FLUOR. FLUORESCENT `.NOIM. NOMINAL REC. RECESSED STL. STEEL ,. INSUL INSULAT[ON N,A1. NOT APPLICABLE REQ'D REQUIRED STOR. STORAGE WD WOOD r IIIIIIIIIIIIIIIIII '" r C.T. CERAMIC TILE ELEC. ELECTRIC/ELECTRICAL FOOT/FEET J.B, JUNCTION BOX e , „ r „ , ;;,s�; iJ iF , - - 1 ,. 1 1 ' ,r A. ,,,1; .. 4Fd�;�._c._Y^_wts..?t 4-_ - - ! , A'` DRAWING ISSUE NO. DATE ISSUED FOR 10/30/2019 SOUTHOLD TOWN TRUSTEES GENERAL NOTES : PLAN rONTFNT,";- 3 NAILING SCHEDULE 4 CONSTRUCTION NOTES: WIND FRAMING NOTES ROOF FRAMING: OCCUPANCY CLASSIFICATION R-40 RESIDENTIAL 5 set of construction documents is related to basic design 1). RIDGE-TO-RAFTER ASSEMBLY: NAIL NAIL BUILDING USE SINGLE FAMILY RESIDENTIAL DWELLING s 1). The information within this JOINT DESCRIPTION NOTES 7 intent and framing details. They are intended as a construction aid , not a substitute 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. QTY. SPACING BUILDING HEIGHT (SEE ELEVATIONS) 'for generally accepted good building practice and compliance with current New York When a collar tie is used in leu of a ridge strap, the number of 10d common nails required RAFTER TO 8'WALL:3-8d COMMON EACH 8 State building codes. The General Contractor is responsible for providing standard in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. TOP PLATE 10'WALL:4 8d COh/IMON RAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) 9 10 construction details and procedures to ensure a professionally finished, structurally sound and a weatherproof completed product. 2 . RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-8d COMMMON EACH 11 p p p ) TO TOP PLATE 10'WALL:4-8d COMMON JOIST TOE-NAIL 2018 W/ 0 12 Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in DESIGN CRITERIA SUPPLEMENT: The General Contractor is responsible for ensuring that all work and construction accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters CEILING JOIST TO As PER TABLE 3.7 EACH FACE DRAWING REVISIONS .meets current federal, state, county and local codes, ordinances and regulations, etc. or trusses shall be attached to the wall top plate and the wall top plate shall be attached to PARALLEL RAFTER WFCM - SBC LAP NAIL FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES These codes are to be considered as part of the specifications for this building and the to the wall stud with uplift connections. Roofs overhanging the rake side of the building CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE EXT. BALCONIES N0. DATE REVISION -should be adhered to even if in variance with the plan. shall be connected with uplift connections in accordance with table 3.3c. OVER PARTITION WFCM -SBC LAP NAIL DECKS 40 1 Dimensions shall take precedent over scaled drawings. 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE 2 (DO NOT SCALE DRAWINGS). Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 3 , ,.. ATTICS w/ STORAGE 20 4 accordance with table 3.3b. When wall studs above do not fall in line with studs below, the BLOCKING EACH TOE DESIGN LOAD CALCULATIONS 2-8d COMMON ROOF GROUND SNOW LOAD 5 } ; .4).The architect has not been engaged for construction supervision and assumes no studs shall be attached to a common member in the floor assembly with uplift connectors in TO RAFTER END NAIL (LIVE LOADS PSF) ( ) 20 6 At ,: I wespbnsibility for construction coordinating with these plans, nor responsibility for accordance with table 3.3. RIM BOARD EACH END ROOMS (OTHER THAN SLEEPING) 40 7 construction means, methods, techniques, sequences, or procedures, or for safety 2- 16d COMMON receutions and programs in connection with the work. There are no warranties for a 4 WALL ASSEMBLY TO FOUNDATION: To RAFTER END NAIL ROOMS (SLEEPING) 30 p g STAIRS 40 9 spea,fic,use expressed or implied in the use of these plans. First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift WALL FRAMING: connectors. Steel straps shall have a minimum embedment of 7 inches in concrete NAIL. NAIL GAURDRAILS ANY DIRECTION 200 so <; afeK to the Window and Door schedule for exterior openings. foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under JOINT DESCRIPTION NOTES (DESIGNED FOR CAT.C) 11 QTY.. SPACING EXPOSURE CATAGORY the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the 12 ' t `;, .f);Thrj,e general Contractor is to ensure that masonry or prefabracted fireplaces meets bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt TOP PLATE TO 2 - 16d CONAMON PER FACE NAIL LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION '': -i or cb'ds Manufacture's specifications and applicable codes. spacing Is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE FOOT SEE NOTE: 1 THIS APPLICATION IS APPROVED ONLY FOR WORK ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE anchor bolts are to be spaced between 6-12 inches from the end of a sill late and all INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL p p TOP PLATES AT JOINTS FACE NAILING SCHEDULE SEE GENERAL NOTE PAGE OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR ' 7 ;The,'General Contractor is to consult with the owner for all built-in items 4- 16d CON TO BE CONSIDERED AS EITHER BEING APPROVED OR IN t'�`''k''•�'�`•'' `"'"' •• INTERSECTIONS EA. SIDE NAIL ' '`"�` •' `' 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: sudh,;:as bookcases, shelving, pantry, closets, tlrims, etc. EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULEACCORDANCE II F CODES r. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD TO 24" FACE „ „ 2- 16d CONAMON ym.: - attached with 8d common nails at 6 o.c. at the panel edges and 12 o.c. in the field, and STUD O.C. NAIL FIRE PROTECTION ;8);.1;�0;,.MPH Wind load requirements shall be taken into account during construction. SEE FLOOR PLANS 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7 o.c. at panel HEADER TO 16' O.C. FACE SMOKE & CO2 DETECTORS 0,j"'" '`'"' "' ° ,'``" edges and 10" o.c. in the field shall be in accordance with the length requirements specified 16d COMWON , FOUNDATION NOTES: g g q p HEADER _ ALONG EDGES NAIL TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION consultants In table 3.15a-b. TOP OR BOTTOM 2- 16d COMAMON PER 2x4 STUD END '1)';'The'General Contractor and Mason to review plans, elevations, details and notes to ENERGY CALCULATIONS RESCHECK PLATE TO STUD 3- 16d CONAMON PER 2x6 STUD NAIL d 1jT„ ' determine intended heights of finished floor(s) above typical grade. 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: +,; r Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO: CLIMATIC&GEOGRAPHIC DESIGN CRITERIA ;All,footings to rest on undisturbed (virgin) s©il. PER FACE NAIL length adjustment factors in table 3.16. FLOOR JOIST, BAND JOIST, 2- 16d COMMON FOOT SEE NOTE: 1,2 GROUNDWIND SEISMIC FROS WINTE ICESHIELD END JOIST OR BLOCKING P) Provide 1/2" expansion joint material between concrete slabs and abutting 7 INTERIOR SHEARWALL CONNECTIONS: SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIG UNDERLAYMEN FLOOD con'c'rete or mason walls occurin in exterior for unheated interior areas. ) LOAD MPH CATEGORYDEPTH TEMP. REQUIRED HAZARDS '} g Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when FLOOR FRAMING: (MPH) g MODERAT SLIGHT TO new concrete walls being attached to existing concrete structure shall interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIIL NAIL NOTES 20 LBS. 130 B SEVERE 3 FT. 11 NONE be installed with #5 re-bar, 18" long at 12" o.c... Use approved epoxy for installation. 2.4.4.2 and 2.2.4 respectively. QT-Y. SPACING TO HEAVY MODERAT - ' 3 JOIST TO: PER TOE .5).:Unless otherwise noted, all slabs on grade to be 4,000 p.s.i.. Concrete to be 8).'�'ONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4-8d CO)MMON oured on 4 inch thick sand or ravel fill with 6ix6 wire mesh reinforcing. Interior slabs SILL TOP PLATE OR GIRDER JOIST NAIL P g g• Header and/or girder connections shall be attached with uplift connections in accordance NOTE: to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with with table 3.5. Window sill plates shall be have steel connectors in accordance with table BRIDGING EACH TOE 6 maximum lifts (layers). p TO JOIST 2-8d COMMON EACH NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY 6). Crawl s e rovded with a minimuim 18"x24" access o enin . Install one 9 . CATHEDRAL CEILING ASSEMBLY: BLOCKING aces to b i EACH TOE p p p g ) TO JOIST 2-8d COMMONEND NAIL 8x16'cast iron foundation vent for every 150 sq. ft. of area. Where a ridge is to be used as a structural beam, the rafters shall either be notched and anchored on toop of the beam or slope connectors shall be attached to each rafter-to-ridge BLOCKING TO: EACH TOE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 3- 16d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE 7). Dampproof exterior of foundation with biturrninous coating as required by current along the open ceiling part of the building. Connections to the ridge and wall shall be be SILL OR TOP PLATE BLOCK NAIL SHEATHING LOCATION AT PANEL EDGES SUPPORTS THE PANEL FIELD NOTES ,N.Y.S. Residential Construction Code. A 6-mill polyethylene film shall be applied over attached with the above requirements. LEDGER STRIP EACH FACE 4 @O.G. 8d CC1t�IMJN @ 6 O.C. SEE NOTES:1,3 the below grade portion of exterior walls prior to backfilling. 3- 16d coM .�oN PERIMETER EDGE ZONE 8d COMMON 6 0 INSULATION TO BEAM JOIST NAIL 8). Drainage as required by current 2020 N.Y.S. Residential Construction Code. - JOIST ON LEDGER 3-8d CO>MMON PER TOE INTERIOR ZONE 8d COMMON @ 6" 0. . 8d COMMON @ 12" O.C. SEE NOTES:1(BOTH FIELDS) 1. INSUILATION TO MEET OR EXCEED NYS ECCC 2016 ENERGY CODE TO BEAM JOIST NAIL __ NOTE:2 FOR PANEL FIELD FRAMING NOTES 2. INSULATION TO FOLLOW SPECIFICATIONS AS OUTLINED IN HER'S RATING BAND JOIST PER END GABLE ENDWALL RAKE AND RAKE TRU 8d COMMON @ 4" 0. . 8d COMMON @ 4" O.C. SEE NOTES:1,3 3. VAULTED CEILINGS INSULATED TO R45 OR GREATER TO JOIST 3- 16d COMMON _ JOIST NAIL 4. ABOVE GRADE WALLS TO BE INSULATED TO R-32 OR GREATER BAND JOIST TO: PER TOE NAIL NOTES 1. ALL FRAMING TECHNIQUES SHALL MEET TfHE REQUIREMENTS OF THE 2015 5. FOUNDATION WASLLS TO BE INSULATED TO R-10 OR GREATER 2- 16d COIIION INTERNATIONALRESIDENTIAL BUILDING CO>DE AND NEW YORK DEPARTMENT OF 6. FRAMED FLOORS TO BE INSULATED TO R-32 OR GREATER SILL OR TOP PLATE FOOT SEE NOTE: 1 THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHED�Ii_.E NOTES ONLY. Applicant of Record: ' STATE 2017 UNIFORM CODE SUPPLEMENT.. . '' •' 2. STRUCTURAL LUMBER SHALL BE GREEN DIOUGLAS FIR LARCH NO. 2, OR BETTER, 7. SLABS ON GRADE TO BE INUSLATED TO R-10 UNDER SLAB. ROOF SHEATHING: NAIL NAIL 1). For roof sheathing within 4 feet of the perimeter edge of /� UNLESS OTHERWISE NOTED ON THE PLANS JOINT DESCRIPTION .the roof, including 4 feet on each side of the roof peak, I SAAC RA E 3. FLOORS,WALLS, CEILINGS AND RAFTERS TO BE SPACED AT 16 INCHES O.C. RECOMENED INSULATION AS FOLLOWS QTY. SPACIING the 4 foot perimeter edge zone attachments required shall be used. UNLESS NOTED 11575 MAIN BAYVIEW RD SOUTHOLD 11971 4. UNLESS OTHERWISE NOTED , ALL BEARIN(G WALL HEADERS TO BE (2) 2X10#2+ AS PER - SB 3.8 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. y@isaac-rae.com BTR. DOUG. FIR.BEARING WALL HEADERS fro HAVE (2)JACK STUDS AND (2) FULL STRUCTURAL PANEL 8d T. 347-276-6093 E. clay@isa'ac-rae.com VAULTED CEILINGS : 2" SPRAYED CLOSED CELL SPRAY FOAM CONTINUOUS WFCM - SBC LENGTH STUDS ON EACH SIDE OF ALL OPENINGS. LVL HEADERS TO HAVE (3)JACK INSULATION R6.5 per inch. 9.5" THICK COMFORTBATT THERMAL BATT For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. ;;`�,''•. '"' STUDS AND (2) FULL LENGTH STUDS ON EACH SIDE OF OPENINGS. BEARING WALL INSULATION R38 CEILING SHEATHING: ALL DESIGNS/DRAWINGS/RENDERINGS AND OTHER DISCLOSURES SET WINDOW SILLS SHALL ALSO HAVE (2) WIND)OW SILL PLATES FOR 2X4 WALL NAIL NAIL 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For FORTH HEREIN ARE THE PROPERTY of ISAAC-RAE LLC,AND ARE PROTECTED OPENINGS BETWEEN 4'1 AND 6'0 AND 2X6 VNALL OPENINGS BETWEEN 5-11 AND 8'9. WALLS: 3" SPRAED CLOSED CELL CONTINUOUSE INSULATION R6.5 PER INCH. JOINT DESCRIPTION framing members with 0.42<13<0.49, the nail spacing shall be reduced to 3 inches o.c. UNDER THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF1990. PROVIDE FIRE AND BLOCKING WHERE APPLICABLE. WITH ROCKWOOL R15 3-1/2" FOR TOTAL OF R23 QTY. SPACING 5. ALL FLUSH BEAMS/HEADERS TO BE INSTALLED WITH HEAVY DUTY GALVINIZED IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR FLOORS: 3" SPRAED CLOSED CELL CONTINUOUSE INSULATION R6.5 PER INCH. GYPSUM 7" O.C.EDGE CONSTRUCT IT,IN WHOLE OR PART,WITHOUT THE EXPLICIT WRITTEN HANGERS AND ANCHORS WHERE APPLICABLE TO ALL CONNECTING JOISTS. • 5d COOLERS 6.'' DOUBLE UP FLOOR JOISTS UNDER WALLS'THAT RUN PARALLEL TO THE FLOOR WITH ROCKWOOL R15 3-1/2" FOR TOTAL OF R23 WALLBOARD 10"'O.C. FIELD PERMISSION OF ISAAC RAE ARCHITECTURE JOIST AND UNDER BATHTUBS.FLOORS TO HAVE CERAMIC TILE INSTALLED SHALL SLABS 3" EXPANED POLYSTYRENE INSULATION FOR R13 WALL SHEATHING REQUIREMENTS FOR WIND LOADS: BE VERIFIED FOR PROPER LOAD CAPACITW UNLESS NOTED ON PLANS. WALL SHEATHING: 7:'"'',; '1,, 7). PROVIDE 2- 1-3/4"THICK MICROLAMS ( HEIGHT TO MATCH FLOOR JOISTS) PLUMBING NOTES SHEATHING LOCATIO NAIL SPACING NAIL SPACING AT INTERMEDIATE AROUND STAIRWELL AND/OR OTHER ACCESS OPENINGS UNLESS OTHERWISE c JOINT DESCRIPTION NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES Project: 1. All water supply, drainage and venting to be installed as per N.Y.S. Residential QTY. SPACING NOTED (TYPICAL). Construction Code, and shall meet Suffolk Count Health Department requirements 4' EDGE ZONE 8d COMMON @ 6" 0. . 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) ,+„�,';,�,-':,;;•',:•,:,' .• $:;s'.::•f; .PROVIDE BLOCKING/BRIDGING IN FLOOR JOISTS AT 8'0 O.C.. USE SOLID BLOCKING Y p q STRUCTURAL AS PER TABLE 3.9 . NOTE: 2 FOR PANEL FIELD SOUTHOLD FLOOR JOISTS UNDER ALL BEARING WALLS. as stated on septic permit 8d COMMON PANELS WFCM - SBC INTERIOR ZONE 8d COMMON @ 6" 0. . 8d COMMON @ 12" O.C. SEE NOTE: 3 7105 Main Ba vl 9 ��,.' ,, 'PROVIDE INSULATION BAFFLES AT EAVE VEENTS BETWEEN RAFTERS. INSTALL 2. Verify septic system with the Engineer for Suffolk County Health Department y 'ew Rd, Southold, NY 11971 7/16"OSB ;3"O.C. EDGE DiAFT BLOCKING AS NEEDED. approval. 6d COMMON „ �. ..,,.,,.. ., NOTES.•1' ° . 10:',:`,5,;.'UNLESS OTHERWISE NOTED,ALL ROOFS AND WALLS TO HAVE A MINIMUM 1/2" PLYWOOD 6 O.C. FIELD 3. 3). If wall studs, plates or joists are cut out during Installation for an plumbing related THICK, 4-PLY FIR CDX EXTERIOR SHEATHIIWG GRADE PLYWOOD. PLYWOOD TO ) g Y p g GYPSUM 7" O.C. EDGE Project No.: COVER OVER;PLATES AND HEADERS. work,provide adequate bracing and plates to protect and secure the structure. Verify 5d COOLERS 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment 4 WALLBOARD 10 O.0 . FIELD IR-02 LINLESS OTHERWISE NOTED USE 3/4"THIC;K T&G PTS FIR OR ADVANTECH with the state code and manufactures recommendation for maximum hole size and p;;;''„r,�,;;.',,• ,,� PLYWOOD SUBFLOOR ADHERED WITH PL4�00 ADHESIVE AND SCREWED TO FLOOR requirements shall be used. GISTS. FINISHED FLOOR TO BE INSTALLED OVER SUBFLOOR AS PER spacing permitted 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing Seal/Signature: J FLOOR SHEATHING: members with G>0.49. For framing members with 0.42<G<, the nailspacings hall be MANUFACTURE'S INSTRUCTIONS. HVAC SYSTEM NOTES NAIL NAIL g 12: '- 'ALL BATHROOM WALLS TO HAVE 5/8"THICK MOISTURE-RESISTANT SHEETROCK. - JOINT DESCRIPTION reduced to 6 inches o.c. I, .,y,',,,.,,; . ,,-,;•,,' ;; .. .' . �, QTY. SPACING 13,`. : ALL 1 HR FIRE RATED ASSEMBLY TO HAVIE ONE LAYER OF 5/8"TYPE X SHEET 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for ROCK AND TO MEET ANSI/UL 263 AND DESIGN NO. U349 STRUCTURAL PANELS 16 O.C. EDGE ;, q 8d COMMON requirements. Manual J D S Guide lines to be follow. ALL DUCTS TO BE SEALED AND common nails. 14,,;' ALL ROOFS AND SHEATHING TO BE INSTALLED WITH ICE AND WATER SHIELD, 1"OR LESS 12"O.C. FIELD INSULATED Blower Door Test to be performed as required HENRY BLUE SKIN OR APPROVED EQUAL. p q 4). PROVIDE 5/8" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. FLAT ROOFS TO BE APPLIED WITH AN IEPDM 6MILL MATERIALS 2). HVAC subcontractor is to fully coordinate all system data and requirements with the NOTES: 16•'':' ; 'ALL SILL PLATES AND WOOD IN CONTACT WVITH CONCRETE TO BE PRESSURE 5). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. �' L TREATED. SILL PLATES TO BE INSTALLED WITH FOAM SILL GASKETS AND COP manufacturer. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN '�,'� ��� � � ' r'' ' � ' '`rEX TERMITEsHIELD ol�APPROVED EQuaL. SCHEDULE NOTES ONLY. 6). INSTALL 1 - Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. � 3). HVAC subcontractor to provide final system layout drawing and submit it to the General Contractor and owner for final review and approval. 1). Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. If G N Fq FIREBL�2CKIN, QT wall sheathing is nailed 3'on-center at the pane'I edge to obtain higher shear capacities, nailing ,� _ , • s ' ' requirements for structural members shall be doubled, or alternate connectors, such as shear As required by current IBC 2020&2020 NYS Residential Code- FIREBLOCKING REQUIRED Cl ELECTRICAL NOTES: `'�' t' ' ''.;'� •" Fireblockin shall be r �•^o�;• .• ,�';:,,, plates, shall be used to maintain load path. g provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective fire barrier between � 202020 2 2 NY E N DE stories, and between a top story and the roof space. ALL ELECTRICAL TO BE INSTALLED AS PER IBC 0 0 S R S. CON. CO +t: ALL ELECTRICAL WORK SHALL BE APPROVED BY A QUALIFIED UNDERWRITER. 2)• When wall sheathing is continuous over connected members,the tabulated number of nails Fireblocking shall be provided in wood-frame construction in the following locations 111d, shall be permitted to be reduced toi - 16d nail pier foot 1). In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels. Concealed horizontal furred spaces shall 3. INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS THROUGHOUT A also be fireblocked at intervals not exceeding 10 feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed REQUIRED BY IBC 2020 & 2020 N.Y.S. RESIDENTIAL CONSTRUCTION CODE. using parallel rows of studs or staggered studs. ALL LIGHT FIXTURES TO BE LED OR COMPACK FLUORECENT UNLESS OTHER WISE 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with current N.Y.S. .�' NOTED Residential Code. ALL APPLIANCES TO BE ENERGY STAR QUALIFIED 4).At openings around vents, pipes and ducts at ceiling and floor level,to resist the free passage of flame and products of combustion. Date: Scale: 5). For the fireblocking of chimneys and fireplaces, as required by current N.Y.S. Residential Code. As NOTED 3. ALL PLUMBING FIXTURES TO BE WATER SENSE RATED Drawing Title: GENERAL NOTES co 1.0 CY) Drawing No.: N O ' J . .�, ... a 5 - - +,' ,y r.irr. - ,. a ,.."""u.ar eluw.....nir..s ' •'•`. ' NOTES , r 1 DRAWING ISSUE NO. DATE� ISSUED FOR �,'a,':''i 3 W..,,E 5 7105 MAIN 7 m I BAYVIEW RD $ 10 12 \ DRAWING REVISIONS / BA`N IEW ROAD N0. DATE REVISION MAIN 2 JI /( 3 PROPOSED ♦ ♦ \� ( HO UB EQUIPMENT O 4 / LOCATION PLOT PLAN 5 / - POSED ��� _ - 5 PRO POOL PROPOSED 1 100 0 6 HOT TUB i _ GARAGE ROOF J . / ♦�► _. _. .. . _......__ .......... _ ....._...... ......... _... .._.._.__._..... I i i i oD-3 PROPOSED : -- _............. _'.. I N .,:��r. ___............_ _ \ TDOOR KITCHE " ♦ -- `. .'.:.n-""r-1 r=. \ &BLUESTONE _- ....................__.._...._...... - I TERRACE 12 SKY PLANE _..__.__..__.-- _ GARAGE ENTRY I FOYER 00F \ _ - c\�I ; THIS APPLICATION IS APPROVED ONLY FOR WORK ........._.............. .... _ _..........__. . ....... _.__._...................................................._.._.._...._....._..........._...._.._.._............__... .._-...-._.... i 1 n r I I II O _..........................._...............................__.........._..........._..................._.._.... ...... _.._._..._..._..........................__..._.................._............................................................................................ - INDICATED N I . r / o _ - 28 1/2 0 I 0 THE APPLICATION SPECIFICATION SHEET. ALL o / --------------- ------- -- -- _ �- ..._-- ---- -.- - _.�..-. - i \ OTHER MATTERS SHOWN ARE NOT TO BE E W• T ........................................................................................_..._.._.._.._.__......._...._................._.......................... . .... ..- RELIED UPON,OR ............_................... - - G D ----- ---------- E PROPOSED...... ..::::::::::::::.:::.:.W..::::::.:::: :_.::.....::.:::::_:::::: _. _.. - - N i TO BE CONSIDERED AS EITHER BEING APPROVED OR IN -- N _ .. ..................._.._....__._..._.............. _ - 5 3 1/2 W N 2 ...._............._..... ...._....._.... o ACCORDANCE WITH APPI ICARI IF CODES ADDITION ......_..._..__..._.......................... ..._......._....._ m .+;{,`',' '�. ,. • , ,. ( 21 8 -- _ _ - - ------ ---- - - � f EXISTING POOL .......... _.._ __..............._....._..... ............ 5 i i _..........._.............__........_..................................._.....__..._..._.._..............__............_........................_._... ._._ ...._....._... o "II m ..._ ._....__......_.....__... ........_..........................::::...._._.....__._._... ::: _. _._...._.. _.....__......_.........._.................._... .. , ........ _ ----_...............___ ------ -- - E 1 i II - r ' :..:. .-. _............. 8'- 2" - 15.0Consultants: -- - - - - i �, II I. \ A SURVEYING- ' 5 ' SCALICE LAND 1 S Bay Ave, Islip, NY 11751 ZONING ELEVATION \ Structural Engineer: r� 1, „ 0 _...__...._..._.. _....._...._....._....._...___ i \ {an�r` ,..:..�,.. "�,,.�,. ,• ', 15. ` ,,� Alex Spyrou r ,i',: , , ti \ AES Engineering GENERAL NOTES COUNTY SUFFOLK SETBACK, TYP \ \ �5° 630 Fifth Avenue, Suite 2000 TAX MAP NUMBER 1000-078.00-07.00-032.011 `\` ---- New York, N York 1 f HER'S Rater: 1 ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND VILLAGE SOUTHOLD Tom Baccarella SPECIFICATIONS OF THE TOWNI OF SOUTHOLD AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH I I , r.`°':�.,'�:' '''r",:°;;r,'.,,:•''r"''' ';I ",.' SERVICES AS REQUIRED. PROPERTY LINE �� � �� _......._........._........................._._.._....._.....__.__...._._......... I BLOCK 7 \ NY Building Technology Group 2, ELEVATIONS SHOWN ARE BASED ON USGS DATUM (NAVD 1988) \ \ \ \ 159 Route 25A + 1 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO TH'= LOT 32 I \ \ I,f'.,, r• :': ', COMMENCEMENT OF WORK.THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHO'�"JN ON I �, �,, \ \ \ ; Building1 , Suite B THESE PLANS IS CONCEPTUAL,AND MUST BE INFORMED ACCORDINGLY IN THE FIELD. 4. A MINIMUM SEPARATION OF TEIN (10) FEET HORIZONTAL AND EIGHTEEN (18) INCHES VERTICAL IS TO BE NUMBER OF FLOORS 2 Miller Place, NY 11764 \ .....--.................._...... _..._..__...--...... . MAINTAINED BETWEEN WATER LINES, STORM DRAINAGE AND/OR SANITARY LINES OR STRUCTURES. ..,}�; ,,,•a.; LOT AREA .92 ACRES OR 40,001 SQFT i 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING I WORK ALLOWABLE BUILDING COVERAGE 8,000 SQFT OR 20% a 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN, COUNTY, I \\ TAX LOT 32.11 STATE AND FEDERAL LAWS, CODES AND ORDINANCES. CONTRACTOR SHALL BE RESPONSIBLE FOR \ EXISTING REAR DECK _......................... ........_........__...___ -.............. ........_..___._....._.� '\ EXISTING ROOFED BUILDING COVERAGE 2,300 SQFT \ Architect of Record DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. DEBRIS SHALL NOT BE BURIED ON-SITE. AST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND 1 PROPOSED ENTRY FOYER 7. ALL PRECAST PROPOSED BUILDING COVERAGE 3,732 SQFT I •\ SHRINKAGE, TRANSPORT, AND TO ALLOW THE STRUCTURE TO WITHSTAND AASHTO H-20 LOADING AT THE ! I SAAC - FAA E COVER CONDITIONS SHOWN OIN THE PLANS. ALLOWABLE GFA 5,100 SQFT 8. ALL PRECAST STRUCTURES SHIALL BE MANUFACTURED WITH 4000 PSI 128 DAY STRENGTH CONCRETE. O 9. SANITARY PIPE TO BE SDR-35 P'VC OR AS SPECIFIED ON PLANS. //1 430 Main Street AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO EXISTING GFA 2,200 SQFT --�---" - j i 2nd floor 10. DURING CONSTRUCTION, EROSION A PREVENT THE TRANSPORT OF ;SEDIMENT TO OFF AREAS, PONDS, DRAINAGE INLETS, ETC.THE ` I , , / / J 20.0 Greenport NY 11944 METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL PROPOSED ADDITIONAL GFA(INCLUDING POOL... 1,798 SQFT I } / j � I � i �'\ Contact; Isaac Clay Coffey R.A. MEASURES SHALL CONFORM TO"THE NEW YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL". \ I 11. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95%MAXIMUM DENSITY AT THE TOTAL PROPOSED GFA 3,398 I PROPOSED 2 STORY \ 3 NYS LIC#039767 � I FRAME GARAGE FF 21.8' )V \ OPTIMUM MOISTURE CONTENT,AS DETERMINED BY STANDARD PROCTOR TEST. I ® ! I \ Z T. 347-276-6093 E. clay@isaae-rae.com 12 C PROPOSED POOL HOUSE/CABANA SQFT 307 SQFT ,• „' 13. WELLS WITHING 150' OF THE PIROPERTY ARE NOTED AND VERFIED BY THE ARCHITECT i 1 EXISTING2STOR " � � � _ _ FRAME HOUSE FF 26.9' � - 14. THE DESIGN ENGINEER/ARCHITECT SHALL OBSERVE THE OWTS PRIOR TO BACKFILL AND DURING SYSTEM ZONING R-40 i 21.8 I ( = - �� + I \� Project: STARTUP. ZONING MAP SOUTHOLD i \ I\ 15. THE OWT S INSTALLER SHALL HIOLD AN ENDORSEMENT J FROM SUFFOLK COUNTY "" t' 1 SOUTHOLD 16. THE OWTS INSTALLER SHALL REGISTER THE ONSITE WASTEWATER TREATMENT SYSTEM WITH SUFFOLK I I COUNTY DEPARTMENT OF HEALTH.The DESIGN ENGINEER SHALL PROVIDE RECORD DOCUMENT S AS LANDMARK DESIGNATION NONE \ I \ REQUIRED BY SCOH. I \ -- \ j 7105 Main Bayview Rd, Southold, NY 11971 17. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE HISTORIC DISTRICT NO I�\\ ' 18. MAINTENANCE PROVIDER AND THE PROPERTY OWNER SHALL PROVIDED T 0 SCOH.A GARBAGE GRINDER i O O \ \ I \ " SHALL NOT BE INSTALLED UPSTREAM OF THE OWTS. BUILDING HEIGHT 26'-8"FT SETBACK Project No.: I - _ D-1 D-1 \ \ 50'FRONT YARD 19. PROVIDE 2"VENT PIPE FROM THE OWT S TO THE SINGLE FAMILY DWELLING AND CONNECT TO THE SEWER I \ VENTING SYSTEM WITHIN THE EHOUSE. PIPE SHALL HAVE A POSITIVE SLOPE FROM THE OWTS TO THE HOUSE CONSTRUCTION CLASSIFICATION VB-CONBUSTIBLE SO ANY LIQUID WILL DRAIN TOVNARD TREATMENT UNIT . I `\ ----ENTRY LANDING \ Ur@ ' a'xs' Signature: y` Seal/Si 20. CONTRACT OR SHALL CONFIRW INVERT ELEVATION OF SEWER AT POINT OF CONNECTION PRIOR TO OCCUPANCY USE GROUP RESIDENTIAL R-2 o i II I } \ ENTRY STAIR , „ '.'..'. COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER/ARCHITECT OF ANY g o \ I \ I o DISCREPANCIES IN THE INVERT ELEVATIONS ACCESSORY OCCUPANCY USE GROUP - N ! I \ � \ I o SPRINKERS SYSTEM NONE !I I i . 15.0 GRAVEL . 20.0 PARKING COURT /✓�`� -- ` \` ___ _ N52°22'10"W i _ _....._ 00" - !. STORM WATER DRAINAGE SYSTEMS CALCS. � - --- �' - ROOF AREA KEY COMMENTS \ EXISTING HOUSE ROOF AREA J; 1191 SOFT X.17=202 CUBIC FEET PROPOSED (3) D1 8' DIAMETER X 4' 202 CUBIC FEET/42.2= 4.8 OR 8'OF VERTICAL 8' DIAMETER DRYWELL DEEP DRYWELL PROPOSED (3)8'DIAMETER X 4'DEEP DRYWELL PROPOSED ADDITION ROOF AREA PROPOSED (2) MAIN BAYVIEW ROAD x r r I AS NOTED 852 SQFT X.17=115 CUBIC FEET ate: Scale: 8' DIAMETER X `?.:'•�'' „ ,',.; ,:;v;: ;;:s';` ;y:•." , : D2 2' DEEP SITE PLAN BASED ON SCALICE LAND Drawing Title: 115 CUBIC FEET/42.2= 2.7 OR V OF VERTICAL 8' DIAMETER DRYW ELL DRYWELL ELL PROPOSED (2)VDIAMETERX2'DEEPDRYWELL SURVEYING SURVEY DATES . t1, ,. .e: '.4 4,'• PROPOSED SITE PLAN 3/06/2023 PROPOSED POOL HOUSE ROOF AREA PROPOSED (1) jA�+li1f,,4„iN l 'F, �•, ¢ I' 350SQFTX.17=59.5 CUBIC FEET D3 8' DIAMETER X 4' DEEP SITE PLAN Drawing No.: E LI;4 Et 59.5 CUBIC FEET/42.2=1.4 OR 8'OF VERTICAL 8' DIAMETER DRYWELL DRYWELL 1 1" = 20''0" PROPOSED (2)8'DIAMETER X 4'DEEP DRYWELL deft i = ' a}M i" 'sf-{iL afvi2lf "EWi.c.A.i.� w�_"- v �. 1' NOTES !j DRAWING ISSUE y ' — NO. DATE ISSUED FOR '' . 1 )3/15/2021 SH Town DOB Filing 2 )4/01/2021 SH Town DOB Filing 3 )4/15/2021 Engineering Dept. 4 05/26/2021 Engineering Dept. 5 6 7 9 10 12 DRAWING 'REVISIONS NO. DATE REVISION i � 1i" , r ; i; , •! y i ,•r,',°d:s'jl,i�-� t'�!",",?j:. 'r,,.yr',q d".i ,'! 4 8 �It' v. , '�rd r! '''1,9•..', 12 THIS APPLICATION IS APPROVED ONLY FOR WORK '! ? REMOVE PART OF THE FLOOR INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL FROM THE OUTSIDE DECK OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR OUTDOOR PATIO TO BE CONSIDERED AS EITHER BEING APPROVED OR IN - - — — — — — — — — — — — — — REMOVE EXISTING WINDOW I I Consultants:,•t•,''`'" '` ' ' PORTION OF REAR I WALL TO BE REMOVED Surveyor: David Fox Fox Land Surveying 64 Sunset Avenue Westhampton Beach, NY 11978 III , Structural Engineer: REMOVE EXISTING WINDOWI I Alex Spyrou AES Engineering 630 Fifth Avenue Suite 2000 PORTION OF WEST I PORTION OF INTERIOR WALL TO New York, New York = WALL TO BE REMOVED BE REMOVED HER's Rater: 7-91/2" Tom Baccarella — —--— — ----- KITCHEN NY Building Technology Group 159 Route 25A Building 1, Suite B Miller Place, NY 11764 PORTION OF FLOOR t _ I TO BE REMOVED '';' — r ,r'•t , — — J I Architect of Record: EXISTING WALL AND LAUNDRY EXISTING POWDER ROOM ROOM TO BE REMOVED I SAAC — RA E AND PLUMBING FIXTURES I I TO BE REMOVED I I 430 Main Street 2nd floor Green port NY 11944 13 Contact; Isaac Clay Coffey R.A. NYS LIC#039767 .e t`A I� r, `.,{ , ,, •„ ! DINING ROOM I I LIVING ROOM T. 347-276-6093 E. clay@isaac-rae.COm Project: SOUTHOLD y 41t„r I 710 Main e d, Southold NY 11971,h,t,a:;,•,, ',, ,I' .,,. ;;, '!. � � 5 a n Bayvi w R , r —————— EXISTING GAS FIRE PLACE Project No.: I I TO BE REMOVED IR-O2 Seal/Signature: C 'l LIVING ROOM ( _ r' a I d i Date: Scale: ' AS NOTED Drawing Title: EXISTING PLANS ; U') Drawing No.: y CD EXISTING GROUND FLOOR (PLAN ff VA U 1/4" = 1'-0rr iff TA IL r NOTES GENERAL NOTE 1.'CONTRACTOR TO PROVIDE COORDINATE AND INSTALL NEW REPLACEMENT WIDNOWS IN THE EXISTING BUILDING. REPLACEMENT WINDOWS TO BE "INKIND" SEE WINDOW SCHEDULE FOR DETAILS DRAWING ISSUE 2. CONTRACTOR TO PROVIDE SAMPLE SIDING MOCK-UP FOR OWNER APPROVAL PRIOR TO INSTALLATION ON NEW ADDITION AND EXISTING BUILDING. 3. CONTRACTOR TO PROVIDE TEMPORARY BRACING PRIOR TO REMOVAL OF EXTERIOR WALL. ;a ;"• 4. CONTRACTOR TO COORDINATE BRACING WITH ARCHITECT PRIOR TO DEMO & REMOVAL ATE ISSUED FOR ,a,'' 3 4 5 6 i •. 7 8 9 Y 2 1 3 10 A-301 A 301 A-301 11 12 45'-7 1/2" 17'-5 1/2" 9'-7 1/2" 18'-6 1/2" DRAWING REVISIONS NO. DATE REVISION 2 j• . A '00 3 PROPOSED ALUM 4 ' •' ' ' ' - SLIDING DOOR 5 ' 27'-5" SEE DOOR SCHEDULE 6 �., 7 6'-3" 13'-10" T-4" 16'-7 1/2" DN 8 a'..' 9 PROPOSED EXTENDED PATIO FLOOR/RAILING 10 STOREFRONT ALUM WINDOW, TYP 12 SEE WINDOW SCHEDULE THIS APPLICATION IS APPROVED ONLY FOR WORK N INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL 1/1 8'-3 1/2" T-2 1/2" HSS COLUMN, TYP EO EO EO SEE STRUCTURAL DRAWING OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPI ICARLE CODES OWDER R in NEW STEEL I w4 w4 w4 , I o0 W SECTIONS ABOVE W3 d - a I 34 SF SEE STRUCTURAL I EXISTING OPENING TO REMAIN DRAWINGS _ I Consultants: UJI Surveyor: I f - - - - - - - - - - - - - - - -� I- - - - - - - - - - - - - I N SCALICE LAND SURVEYING ay ve, sip, NY 11751 CP :A:201 1 1 q 2 CAR GARAGE = NEW ENTRY ° O coM FOYER ; EXISTING GIRDER AND POST t f "' TO REMAIN Structural Engineer: i A-300 N yh, Alex Spyrou ':;'�;rr,,;', •r: r ,,, 514 SF 1'',t ,{L • ,,t., •, I i 8 S I AES Engineering fi.�, +'�,�("�`'-- �•Y: •!"' 11°`{ VE TIB L A 22 P i I 6130 Fifth Avenue Suite 2 S U u to 000 I New York, New York INSULATED OVERHEAD T CA-201 �' HER'S RGARAGE DOOR SEE DOOR SCHEDULE25 a car II f I EO EO EQ I 6 Tom B e a I NY Building Technology Group 8'-3 1/2" A 159 Route 25A Building 1 2 _ g , Suite B coa z Miller PI � o - T1 ace, NY 11764 `� EXISTING KITCHEN PROPOSED STAIR TO BASEMENT t,L Architect of Record: GARAGE FLOOR PROPOSED ALUM W/ EPDXY COATING SLIDING DOOR 1 _ SEE DOOR SCHEDULE ISAAC RAE Ti 4f30 Main Street r I WEATHER PROOFED PROPOSED '. ;•'; 2nd floor .• EXTERIOR WALL OUTDOOR STAIR A I W/SIDING, TYP Greenport NY 11944 Contact; Isaac Clay Coffey R.A. I 1 NEW WALL AND DOOR NYS LIC#039767 SEE DOOR SCHEDULE -T. 347-276-6093 E. clay@isaac-rae.COM I I I I Ti Project: SOUTHOLD PROPOSED WOOD 7105 Main Bayview Rd I BURNING FIRE PLACE , Southold, NY 11971 Project No.: I R-02 Seal/Signature: T1 :' T1 PROPERTY LINE PROPOSED NEW DRIVEWAY AND ENTRY PATH {• I C 1 I t I 3 Ti T1 O Scale: I' ',''�a,4r; : ,,I', 4 ', '`;1 s':'; ':'',•, I A 000 Date: AS NOTED ,�•,,9tjy Drawing Title: ROPOSED�F'LAN LEVEL 1 AAA' i Drawing No.: Ld PROPOSED GROUND FLOOR PLAN , - - - !' a- �ti - I NOTES GENERALNOTE 1. CONTRACTOR TO PROVIDE COORDINATE AND INSTALL NEW REPLACEMENT WIDNOWS IN THE EXISTING BUILDING. REPLACEMENT WINDOWS TO BE "INKIND" SEE WINDOW SCHEDULE FOR DETAILS DRAWING ISSEc 2. CONTRACTOR TO PROVIDE SAMPLE SIDING MOCK-UP FOR OWNER APPROVAL PRIOR TO INSTALLATION ON NEW ADDITION AND EXISTING BUILDING. 3. CONTRACTOR TO PROVIDE TEMPORARY BRACING PRIOR TO REMOVAL OF EXTERIOR WALL, N0. DATE ISSUED FOR 4. CONTRACTOR TO COORDINATE BRACING WITH ARCHITECT PRIOR TO DEMO& REMOVAL r' 3 ail;,,•''' 2 1 10 A-301 A-30112 j 11 DRAWING REVISIONS NO. DATE REVISION , 1 ld r WEATHER PROOFED EXTERIOR WALL 2 .a' . ' W/SIDING, TYP A 00 3 OPERABLE EGRESS ALUM WINDOW, TYP - 5 SEE WINDOW SCHEDULE 27'-5" 18'-0" 6 6'-3" 13'-10" T-41, 8 ,y g :i..,p: •.1,,', ASPHALT SHINGLES ROOF 10 ;;:�•., "a , ATTIC CRAWL SPACE FOR HVAC INTEGRATION, TYP 11 :'. THICKNESS OF THE ROOF ATTIC CRAWL SPACE FOR 12 ' O HVAC INTEGRATION, TYP THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR CONSIDERED AS EITHER BEING APPROVED OR IN I —ACCORDANCE WITH APPI ICAR PROPERTY LINE C.L. _ NEW ENTRY'FOYEF ROOF BEYOND C .\ Consultants: . B 6 S I Surveyor: SCALICE LAND SURVEYING C.L. OFFICE z ; 1 1 S Bay Ave, Islip, NY 11751 C o 1 { A-201 1 1 CV N I N , Structural Engineer: Alex Spyrou AES Engineering I 630 Fifth Avenue, Suite 2000 ,• C.L. _ New York, New York I O HER's Rater: �;I I 2 A 201 20 SF Tom Baccarella NY Building Technology Group 159 Route 25A Building 1 , Suite B I Miller Place NY 11764 b T1 '��•'' i�. ,' � I � T1 ATTIC CRAWL SPACE FOR r +: ,:{• = I HVAC INTEGRATION, TYP Architect of Re cord: `1 ISAAC - RAE 430 Main Street Kira°, '{ , I , , ',., , ,r}•,, ', 2nd floor ort NY 11944 IContacC#039767 Clay Coffey R.A. I Ti INYS LI T. 347-276-6093 E. clay@isaac-rae.com '�,'4';".,.;'I:,r;, "' �,:'. �,' •'I.�`' Project: T1 OUTHOLD 7105 Main Bayview Rd, Southold, NY 11971 Project No.: Seal/Signature: I f� 3 Ti Ti I T1 T1 Date: Scale: AS NOTED Drawing Title: A'' a. PROPOSED PLAN - LEVEL 2 Drawing No.: 2ND FLOOR PROPOSED 1/4" = 1'-0" r , tr I' NOTES ,}��,,•• �+,+,I'll. . ',I , i DRAWING ISSUE NO. DATE ISSUED FOR t,l 2 a.; 4 5 6 7 8 9 10 2 1 11 A-301 A-301 A-301 12 DRAWING REVISIONS NO. DATE REVISION 2 A -00 3 4 5 I GUTTER AT ROOF SLOPE, TYP SEE WALL SECTION 0" C\J 6'-5" 13'-10" T-6" T-T 10'-3" 9 ASPHALT SHINGLES ROOF 10 12 METAL ROOF CURB TYP THIS APPLICATION IS APPROVED ONLY FOR WORK __.____.____ .__._ _. INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL r � I OTHER MATTERS SHOWN ARE NOT 0E RELIED UPON,OR B T TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE u o 0 o PROTECTED J J J oho ROOFING MEMBRANE (n Cn to n LO �,t 4t ' : „ ,,, o /►l �o Consultants: Surveyor: r M;Y � •i •,; � SCALICE LAND SURVEYING ,��;,�,x, �r,:,,,t.e,:4,'�;', ,t• .,; ��;'� � , ' j i - � .� � � \ 1 S Bay Ave Islip NY 11 751 A-201 D 1 1 / o \ \ P \ A-300 N Structural Engineer:coo �{{ryryII� I j 1Y IYt k Alex Spyrou AES Engineering W 630 Fifth Avenue, Suite 2000 / o r: New York, New York CA-20]1 HER'S Rater: / \ Tom Baccarella NY Building Technology Group / \ 159 Route 25A 2 Building 1 Suite B A-300 __ / Miller Place, NY 11764 1 \ Architect of Record: t I T I SAAC - RA E 430 Main Street I I 2nd floor Greenport NY 11944 Contact; Isaac Clay Coffey R.A. NYS LIC#039767 6-6093 E. cla @isaa r T. 347-27 y c- ae.com ''•:,+'' � fj _.______.____..____..__.______ _. _ __,_____,f Project: {;. SOUTHOLD 7105 Main Bayview Rd, Southold, NY 11971 Project No.: I R-02 { \ / Seal/Signature: '�,� ,•",,; ' t , ,;,, I '"'F{ { ` ii PROPOSED NEW DRIVEWAY ;,,.t+ , '',I� „/ . '' t''`'''" I ♦ AND ENTRY PATH {r i,,{,{ .I� ; t' ram' ' ^` � 'I �M+•, j ' \ / ��``�. .1.. 'l I 1, ,!I I� +\ "� I�, ,, , "AI •k , PROPERTY LINE {%'jet °�','I•I � ' r •r=�'-- i•�c 1 I y" I ' [}{j �f'j 3 Scale: 1 Date: AS NOTED I{( Drawing Title: PROPOSED ROOF PLAN Drawing No.: `r' PROPOSED ROOF PLAN 1 1/4"' = 11-011 , P r . ' y a, NOTES DRAWING ISSUE NO. DATE ISSUED FOR 2 3 4 5 6 9 7 d, 8 a,r' 9 2 1 3 10 A-301 A-301 A +301 11 12 DRAWING REVISIONS NO. DATE REVISION t. ,1 2 4 t `+' LED WALL SCONCE 6 ! r 7 8 LIGHT SWITCH W/ DIMMER TYP. FLUSH M10UNT WEATHERPROOFED g CEILING SCONCE RECESSED LIGHT FIXTURE ON DIMMER TYP. 2'-6" 2'-0 1/2" 10 12 ; ,'�'t";-','j, '` `r'; ` '�: "'}•,'r;'"'i`i: ';i . EXTERIOR WALL MOUNTED LANTERN, TYP. CONTRACTOR TO PROVIDE LIGHT SAMPLE _ 6'''-8 6-8" 3'-2" 0 8'-51/2" 8'-51/2" EQ Q THIS APPLICATION IS APPROVED ONLY FOR WORK PRIOR TO INSTALLATION. iv _ o _ p INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL N _t W OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR W N 0 07 POWDER M } r v I` - - - - - - - - I ` - - - - - - - - - I`M `r - - - - - - - - - - - - - - AS EITHER� , , _ �_- �T TO BE CONSIDERED r ROVED OR IN - - -ACC BEING APPROVED 1'-6" 6'�' 8,. 0 6' 8" T V-5 1/2' W SS G FIXTURE ON DIMMER TYP. �.t ,�, , :.t. •,,,. ,; ,M I T 1 I 1 - - -a RECESSED LIGHT W \� \ N \ , � Consultants: Surveyor: IT SCALICE LAND SURVEYING ;_� ,' 2 CAR �A' RAGIE ,' E ,' NEW EN FfY `� ,' 1 S Bay Ave, Islip, NY 11751 I - - - - - - - - - —� FOYER - I 51�\$F �, \ t''r,' A 300 11 11 11 11 228 S N 11 Structural Engineer: r 1 I 1 EQ EQ i ; Alex Spyrou 441 ST BULE �� AES Engineering 630 Fifth Avenue, Suite 2000 p - - — - --- - { - - New York, New York ,j`' I - - - - - - - - I ! 251SF a o 2 A 201 HER's Rater: I � W ,© _ - - - - - _ © _ Tom Baccarella 5'-3't, 1 r_6rr NY Building Roudtle 25Achnology Group 2 o I I I I _ Building 1, Suite B I T - _ — - _ _ _ _ _ _ _ — � Miller Place, NY 11764 WALL MOUNTED N a - ' - - - - - - I ` - ' - - - - - - - - - - - ' I i ,. I ELECTRICAL OUTLET TYP. I 2'-6" 16'-101/2" 4'-11 1/2' 1'-11" Architect of Record: 1 - WALL MOUNTED SAAC - RA E EXTERIOR ELECTRICAL OUTLET TYP. — 430 Main Street 2nd floor Greenport NY 11944 :�} I Contact; Isaac Clay Coffey R.A. NYS LIC#039767 T. 347-276-6093 E. clay@isaac-rae.com G, I Project: SOUTHOLD 7105 Main Bayview Rd, Southold, NY 11971 ll , I t Project No.: I R-02 Seal/Signature: {{ir ti tt i; _ 3 Date: Scale: A 000 AS NOTED Drawing Title: PROPOSED RCP -SLEVEL 1 Lo LO C\I — Drawing No.: : N PROPOSED GROUND FLOOR PLAN RCP 1 1/4" = 1'-0" Yl� ,. M „ 1 , - f' !r NOTES DRAWING ISSUE N0. DATE ISSUED FOR 5�!1,'fir i � ' t ,•', I 1 '',r r, k''al ' 2 X!�� i t ,�� I„ry f,. ,_'.,--dam: ; 5 ”, k'•'I 3 i1A 'r� y i y 2 10 3 A-301 A-301 A�-30112 11 DRAWING REVISIONS NO. DATE REVISION A-;;00 3 4 ' ' 5 6 7 r I g 9 101, 10 12 LIGHT SWITCH W/ DIMMER TYP. THIS APPLICATION IS APPROVED ONLY FOR WORK 01 1'-6" 4'-1' 4'-1" / 3'-1" INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN '•;�'', I 1'-5" 2'-101/2"i1'-41/2" ifl RECESSED LIGHT FIXTURE ON DIMMER TYP. WALL MOUNTED I Consultants: ELECTRICAL OUTLET TYP. + F Surveyor: LED WALL SCONCE SCALICE LAND SURVEYING 1 S Bay Ave, Islip, NY 11751 'y'',�",;r i' A-201 1 1 o I I 1 yt, ';i ,,�•' ';'� r A-300 �' _ — — -- EQ E Structural Enqlneer: 4'-1" 4'-1' 1'-6° Alex Spyrou ;t;rl'iri�4'1.','±a�.;r,. r,rr;8;;.,1:•1C:, j' �, '' I I 3,r Yia;+'+,t,.:,' ,�:� :tl „� ',• ; _ � AES Engineering p3 „ 630 Fifth Avenue, Suite 2000 EQ EQ �'�' ti,,'r., ; ,a ,'.r, r •'' 1ry 01 _ New York New York i.,. co I 2 HERt s Rater: V-1 1/2 " - /20 w A-201 I,;�,,a .•�,, ,, •'„ I _ � Tom Baccarella it , t•' t ! NY Building25Achnology Group i,i�rix a i 159 Route g Miller Place, NY 11764 yjy,1••,�,: �I; I'.'. Architect of Record: ',;r,, 'I, ',.• I SAAC - RA E 430 Main Street 2nd floor Greenport NY 11944 Contact; Isaac Clay Coffey R.A. NYS LIC#039767 IT. 347-276-6093 E. clay@isaac-rae.com Project: SOUTHOLD 7105 Main Bayview Rd, Southold, NY 11971 Project No.: R-02 I Seal/Signature: /G LAY Cp �.e/. G t,' Le i 03 97 CD OF N OF N f,.,,I'1' •,1 f j,'IJ.`, r,'I,'•'.', ' 'a`- t,,,''1r+, t'+t, t i. t�''i'r.,i;'�'���'��''',��`,' •.;:'. :',:;,,,'�"'�,' A-000 Date: Scale: AS NOTED �� Drawing Title: PROPOSED RCP LEVEL 2 Drawing No.: 2ND FLOOR PROPOSED RCP r t'•;� �' F 1 1/411 = 1 1-011 p , {. '.: ..� �I� . ,I .1 I I, - I I.1 ' . 1 4 1 l I, . . 1 . I ' ll I - . � ,,; , I . � I � � I � I _____ I I I � � I � I I I I � - I I -I I I I � I I I I I I I I I ' _" - I I --I'-_­­-­ I I . . ­­ I ______Z I '=3 .! I . - . � i, .-��� .4 .' ��7' 7ZZZ Z....... -;��'1_.1='7_­=7= = .. — � 4107 ; �'­'"�..�I �ILL�,Im J =UMz2== I NOTES GENERAL NOTE ' 1. CONTRACTOR TO PROVIDE CIOORDINATE AND INSTALL NEW REPLACEMENT WIDNOWS IN THE EXISTING BUILDING. 1. REPLACEMENT WINDOWS TO, BE"INKIND" SEE WINDOW SCHEDULE FOR DETAILS DRAWING ISSUE V,, 2. CONTRACTOR TO PROVIDE SiAMPLE SIDING MOCK-UP FOR OWNER APPROVAL PRIOR TO INSTALLATION ON NEW ADDITION AND EXISTING BUILDING. ,'a';...' 3. CONTRACTOR TO PROVIDE TEMPORARY BRACING PRIOR TO REMOVAL OF EXTERIOR WALL. NO. DATE ISSUED FOR 4. CONTRACTOR TO COORDINA-TE BRACING WITH ARCHITECT PRIOR TO DEMO & REMOVAL 1 . 2 ,' , 4 ;s 5 ' 2 1llkl 3 6 ';+ ` A-301 A 301 A-301 7 i' 8 + METAL CLADDING, TYP 9 r . ,,' -- ,,. , ---- ; 10 „i ; PROTECTED - 11 <, I A. ROOFING MEMBRANE `� -� �, n -�' ` 12 271-5" ___N.._.­< I ,.' 1 1 . , ______. ............II.....;I.._.'...:r. .���-��..�C-�—. ..._.. ' DRAWING REVISIONS 1, N All IN f r ' ' r , _._ ....- -- - - N0. DATE REVISION f , Is t } 5 I { "I't �'�i j, 't "+ vd, + I,�"r , c 1 _— _ - - - - - �' 71-7 11 r ...,_. . ._...... ... 1/2 ,1,.}r{, .,, .',:•I :t.", I,I v pl i .."I..... :' __.._'I [" .11:... ......:IC .. ..`T.-.Il. ... ^i' ..TT"7�•T _l:" I;"Ji ,..T .-1:-'_]: 7:'.".'. _. �:.T_...Y... .. _ 3 .S, I}'•,+l, r 1 1 p '{r �4 Y,.,,r,,; t _'L'�[_ .1; Il .:' J �1•�F ,L T _ .._____.__.._...__..______._......__.._._._........_.....___.._...._.......___....... .___..__...._ 2 } ',11, q 3 tu;n''i, k i t ." ---- - --- -------"------------'--_____-----'- ---------' ---_.._.._-- L� w y e , t 4ur1 k 1 r p' '.;,: A,�a k i ` --- - .—.—_ .. ---- - --"-- 4 ,r,. dt f .—.. ___.........._..__.._........._........_._.._.._..................................__.__..........__.._......._.................._._...._._-...................._.___..._......__............................._................. y „ v ; ' I WEATHER PROOFED _ 5 f, . J x i,"k '* �,+ r ,, 11 " ROOF I N YP -- _- -- ------ --- --- - .,,t i,, r „ vl I l t4 1 I � � - 7 4 r t k ,r 1 .-- — — — — _ " ',," ,�,1 ., ,i r , , I I, - -------- ----------.—._.._.—_._._.— _ ,W I 1. ',L,�1 .r ',,',.t .t' ,., r i• V .. _ . . ................ ..................._.........................................._. ....... ,r — ----- ------ _— -- - t I ,,i t -r, , t t 1 kI ,; '4;' ,. `��'..:.. . ..._..._._.-_.._..._._ _._..........._....._................_......_.__.......-.___............_._... — - -.._..--.._..__.....__ :, �.,I�, .s , , G Al }v',?., } ';,.; ', ..... __ .......__._..__...__...................__-._......._..-___--__.-_...__........_.._—.__........__.._..._.._____....._......._.........._—____........_._._._.._.._._..__.__.__.__-_....-..__...._.. ______-__.....__.___..__ A _ GARAGE ENTRY It'. _F ER ROOF ,� , , 1,1= A,. } { .,� 4 1, ��;+, ,,;,,�,,, �-•�,';;.;,;I'I,•,': , — — THIS APPLICATION IS APPROVED ONLY FOR WORK ,, 1 ..__-..._....__. ....._._._.-.........._..............._......._...._...._.._.._____................._. _._. 28-0 1/2 N INDICATED ON THE APPLICATION SPECIFICATION I. 4­1 _.__......_.........__......._....._....__........_................_.........__..........._.........................._...............-_.....__..........-..__-......__.........__..........__....................____._...---.........................................__.........._.....__....._.._............._....._....__._..__....._....___._.._..._....._.._______..__. _..._.._........__.._.................. ...._..._._.. ._.._..__..._.._._...._........._........___ ........_..._.._._..______......._....._.__......_.........._._._................ •� C ION SHEET ALL I,t ,r,,� r ,, ', .' I,, ,,, o OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON OR 4;j '°;' --------....___-_._.....-'-_-_--_ --------...._....._-----'---------------- -- -- -- - _......---._._..----'----'--'__-_-._-_ .....---_________-'-'----...--"-----------'------- ------ - ROVED OR IN + ,, T TO BE CONSIDERED AS EITHER BEING APPROVED I ' I . �_ ,,,.�,a,,,..,, ; ,. :. , __._.. _._.._......___.._..._..._____..._......._....._......_..._..__................................................................................................_...................................__......................._.......__..............._.....�. GARAGE 2ND N CE�6liTH�4PPLICA_�_FCO�FS , , f >,. 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EXTERIOR WALL _ Surveyor: W/SIDING TYP __........._._....I...___.._.. _-...._........____........................_......._..........._ _._ __ . _._...._..._................. _._..............._................_._....__._...__._ ._.. - E— - -- -� -- --- --� -- -- � SCALICE LAND SURVEYING >'.. . _.__..._.........._.__.......__....__.._. _.............._...._._.__....----._..__.._.._...._......................................_................_...._... ..... . ...._ .._ y s p, NY 11751 ,' `• ' ---'---......_.._.__...._._.._.._..__....-_______....'----- -----.._..._...--- ------..._-.._-._.---------'--'---._.._...---.__....._._...----------------.._------..---.--_.....- __."". ..'--_-.._....-'--------- -------'-- - - VEL 1 11 _. ....................._..............._._..._.._.............................._......._.............................................................................._......................._........... - .............................__...__......._....._-......_._.....__.__.._...._.._................................................._.................._........_......._....................................._........_.................._---_-__......._.................................................-.-_.......-.._.......---..............__-..._--._._........._...............-..----__..___........................_. 18 2 1/2 `,' _.____ Structural Engineer: ' , -..................-... G RA GE Alex Spyrou .:1 :,�': ' ,:' ', ' 15 - 1 2 EngAvenug 1 O / 11 AES PROPOSED ALUM (� 630 Fifth e, Suite 2000 , - SLIDIING DOOR New York, New York ' .. SEE (DOOR SCHEDULE . . . ' HER'S Rater: • Tom Baccarella "V � � � NY Building Technology Group SOUTM ELEVATION 159 Route 25A { - 2 1/4" = 1'-0" Building 1, Suite B Miller Place, NY 11764 ''.I-t,i ,'1''' , .'I': ' 'i '.'0 ,, , ;;`+,'',••''' Architect of Record: +, ;;"'I.' 1 3 1 2 I S AA C - IAA E ,!','' ,' A-500 A 301 A-301 A-301 430 Main Street {, ;;' ?' - 2nd floor '' 'i '.,",. 1 I" , — ....._...:......_..... — Greenp , , 1 ' ort NY 1 1944 +I ,., • , '�,, , . ,,' ;; ____ Y Coffey R.A. ,+, .. ,", : 1 .y' I ,', �_ } , , • •.,�.1 ,.' : "" SEE WINDOW SCHEDULE E. CI ` ,�' '' ,, 's,. ' r . W1 2 W1 ay Isaac rae com I }� ,a ',I I r , y I'+ 11 ,,I � } C'-1 .... Oil'' '. _._. 3„ ;1,+,�' ;" ;!. .,',,, , . ' t.. - = - — — ___--_--- ....._....._.__...... - Project: ' , ',,' e r 13 10" 6'- i i ,:, „� -- — --_—.. - — '1f „f r ; ,.' .�.,.: ''vt I ' ' GARAGE ROOF F1 G O _................. e. LD r: 1 n J.I� .4, P' 1 1 - All , .,. I , .. :.`-.rrv;=r.::�i:am::LS-r..-:.�:-.5-..-'.bir.::a'..>-.c-'�=r.:'�-.,-+,-,.-:;o!.-r.-'y%'.-'...?.titi='-�tiii-i'£:�-c..>.,._:.v:a' __...._............... ....,._ I. d ,, 1 . X. , 11 1 , ., .. ...__.____.._.._.._..._..__._—_ _ __ _ _ __ _ r,..,r,.,...q o.,.,. I 16,1,. .p.. - - - - - -- - _- _ _.._......................._......._...................__....._.. —_ - �11111.4I'll CV 71 ---...... _...__..._..-- ...._.........._.._... ..................._.._.._..........._......_.__.._. 05 M I n B I w R., k ' �._ - a ayv e d, Southold, NY 11971 i ............._........---..............................................._...._......_..._...._._.._..._..........._................__..._..._..................._..............._....__. - " ` t k "'f ,, .,. ,:. . . _........ a Y " '.. . . , t11 : V ,. . .. ,., h' 4,. 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'.},.,�, -_._ . _........................___.................._.................. _................. _ �� ter_ ..n. _1�_ _ ..._....._.._..__..... .................... _............ -rT�a� .-I 1,.,.v, , .I ;, _.........._...._ ...__.._..............................................................-................. __._......._......_..._......._................_.......I....._......... .__ -._._.....__.....__.... 1. ,., .?:.-:,., .,',:,.,.•�.. � -- � _,r - __.. - � Seal/Signature., ' I?i ,I; , 'F'�=-- T - -------------- - PROTECTED - -- ---- --- OPERABLE EGRESS I; 1,�` % _. ROOFING MEMBRANE ___..__.._. _.-._. _ _ ....................................... -''._..__.... _. - - ,r,lt a, ,,"� :, ., , , I-.-.................. _.................................._... _.... ........._..._...-.-_........._ .._..__.._..........._....._ ALUM WINDOW, TYP t —-- --' - - - - _...-'--'- ------ --- - -- -- SEE WINDOW SCHEDU E r 1 � I � = Ti T1 Ti7Y-c��- _ _�ter-... _-,- _ _ --- . ,' rt ,;',� , ' , '� I . 1 N GARBAGE ENTRY __—__- _- 1 s-o _..,......- _......-- -_ N - - -- - - = , , ,� �, I,•;+,. �,,; ' ,, .. -...-.._.._....._.._._..._-.....-.-...._.....-........_..._............__.................._..................-...........-._................._....._..-.__...................._-........_...._----_.......__...._- _ _ _ /;� ,'. : r r o FOYER .............__........_.__......_....................................._._.._.............._......---...-------.._.....__............_----------_...__.._..__....... O r 1 11 G co r, N 1. 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WEATHER PROOFED �-,1 r• 'v_ °' `.---._....._ - w4 w4 w4 _. . ......___ .... ....._......... -----........................... EXTERIOR WALL -- - EX I ST I N G OPENING TO REMAIN _..._..____._..--------__.__-- - O O 0 _._..__..._..-----._______ _....._...._.._._....__._....__..------..__.__..............__.__-- t : . -- W/SIDING, TYP -� —3 --...._....'------- --_......_.-------------- ._'_--_.._ .._.-------- -— — — 0 0 _ �''. : , ' . _......_..---.'---..._.._.._..-_._.I...... _....._......._-_--......................................................._....---_-....._.._........_...._..._..__..__..........-.-.---._._........._.._._..................--..----.._ ...._.._....._._....__.-........._.._....--_-__.._._._..._. . 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E _..................................... -- -.._....-'- L ' 18'-2 1/2" --- - -- - - - Date: Scale: .. ........-...._-.._....___-_._.._...--'--....._..._._...._.__......._..... .�___._............._..........................._.............____....._-_...._..__................... -.----..............-'--'-'--..._.....__---__-_---.._...._-._......_.._.......-----..------.._.__._........--..-------.. AS NOTED t''.''" , GARGE --- - - .........................--- - - Drawing Title: ...... ...................... ..... . - - - - - - - - - - - PROPOS ED ADDITION ELEVATIONS .I ; 0 15"-8 12" TYP NORTH/SOUTH STOREFRONT ALUM WINDOW, "t'.' 00 SEE WINDOW SCHEDULE i,, " . , I LII= V=� 0!� .' i M Drawing No.: ia,{,..N ,' , " ' EXTERIOR CEDAR SIDING ';'c ,N.r'­.."��'1..�,;-._.�::,.L'�'�IL'.:1'.;,-.�,'''.�' ' • . ,' 1 NORTIH ELEVATION .'''1'".1�:.'__,­. ��.' .., '''',I ''�,- +'': 0I,' , 1/4" = 1'-0" PROPOSED ALUM SLIDING DOOR ". ��'II '''';41- SEE DOOR SCHEDULE '.•,'+ .' . �'. . - 1'il';'. � 2 II%0R 0J%0I -.d ,, T ,,.,a, . I i' i _- - - - - - - - - - I' i' r ' ' ,,t ., `, . ,°,t ° �'11�"" ,, 1 } 1� �11,�`�,,���,':", ti ., ,. ,, ri ,,�, t I. _ , }Y:t,',,'11" 4 .1 ," .. :, , ' r 1' , NOTES a; .;r;,,, ; ` " �''1 GENERAL NOTE �!,: i(�iiaz,`ai:'iFV �,:, .il:'�'-,�1'C'i'',L•1"'�1''r ',,;: '�tJ•;';'' °•':''' r':.,">''',' 1.'CONTRACTOR TO PROVIDE COORDINATE AND INSTALL NEW REPLACEMENT WINNOWS IN THE EXISTING BUILDING. �'� ,�'+ t ''+ . 'REPLACEMENT WINDOWS TO BE"INKIND" SEE WINDOW SCHEDULE FOR DETAILS DRAWING ISSUE "'`� `'�'"'`''`y ' ''` 't''I','�,�` ''µ` 2.CONTRACTOR TO PROVIDE SAMPLE SIDING MOCK-UP FOR OWNER APPROVAL PRIOR TO INSTALLATION ON NEW ADDITION AND EXISTING BUILDING. ,r,§I"t '' ,;`.'.�• " ':' .(,' 3. CONTRACTOR TO PROVIDE TEMPORARY BRACING PRIOR TO REMOVAL OF EXTERIOR WALL. NO. DATE ISSUED FOR ,;'t`''.,:;,;t,.'' :_ >' 4. CONTRACTOR TO COORDINATE BRACING WITH ARCHITECT PRIOR TO DEMO & REMOVAL ;,, ,} ',aa,; I :1 2 ;; � 4 6 ;'I ' ; 8 ,"' _. _ ,� - -- _ _ ... . i t #. - - .. .... . �11 T 12 , .................---"----_..,__..........._......... -- ............. _.._ .:.. _ J - c r r - ��� n (:�r - .. - — -� r.J...J � 1..._.....:...7: n::::::_ :n c _ c ]_......._....- � c ............. �� T.C : . _.. 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',1, ,1 '1 b, -V'' - , t V r. , n' 1''. a, , `''-'M , - ',', ,Ir y l,y�, 1/ I'f; i � n 1 �Y , L v' , -- Date: ,,.;, ,, ' IN 1 , _.. _-_......-_..._--------- ...._. ...........-...__...._.. ji' `` ,., ` .. .r-," 4�;ti, 4,: '`'' ';�1 "'L;1LI"Y.,,�:.. , `fl'},',�• F',�•i _.... _.............--'.._............__. ...... .__....-......................_ „ R`d r.. fl. 1' ., • i. � •� •• t I ' Drawing TOe ScHI r I;l,tl;G;;.; t: I - _ _ - - _ _ _._ ___ - - _ - - _ _ - G E ED ADDITION ELEVATIONS EAST/WEST ARG PROP S 'f.,"., 6I ,` :,,,".;, ,1 k:'',; ;, if.;, , } WEATHER PROOFED 15'-8 1/2" ` EXTERIOR WALL W/SIDING, TYP EXTERIOR WALL MOUNTED LANTERN TY P. 0S ,�.'.&: CONTRACTOR TO PROVIDE LIGHT SAMPLE I';';J'`:',M; 1"',,' INSULATED OVERHEAD GARAGE DOOR I,,,: ,c 7 PRIOR TO INSTALLATION. Drawing No.: f,f'1 ;"IN', I; . ; SEE DOOR SCHEDULE .;``' 1 WEST ELEVATION ;;'i; ' 1,I, : ,' #' . , , 1 a I. :. A, . , + ,� ' 1• . .r,,=, , � '`a`I :Io,rSILt:1' .':�>ra:�ri.+c�t.' wEZ?56:.:�rw ..,�.,.•. „:�:,� NOTESI 3'-4r, 3r_4,r 3r_4„ :'' A 301 A 301 A-301 4 3 DRAWING ISSUE ALUM WINDOW, TYP SEE WINDOW SCHEDULE ISSUED FOR 400 N0. DATE { ASPHALT SHINGLES ROOF 2 3 — 4 {,r _ _ _ _ _ _ - - - _GARAGE ROOF — Aft 5 37'-7 1/2" 6 ar T-r T-r��`� ter ............._ - - _ .. c........ _........ , 9 11 io _ _ ..: "v JIL 12 i �.... _....:��1.-'T`I' -:1 I� 'I:'_._l� T—._T.. I L. —'1'_. !..�._�. .1.... N_. R.. ...-[ —F,. ._�_.� _ �_ .,�_.�— N DRAWING REVISIONS r NO. DATE REVISION sy' WEATHER PROOFED I 2 EXTERIOR WALL W/SIDING, TYP N , { , G, - 4 : 5 rr GARAGE 2ND N 6 25'--3 1/2" 7 10 INSULATED OVERHEAD I 2 CAR GARAGE I I 11 GARAGE DOOR SEE DOOR SCHEDULE N I I 12 •''• r a!� ' ';' ; 1 THIS APPLICATION IS APPROVED ONLY FOR WORK 514 SF I I INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL GARAGE FLOOR OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR 4 W/ EPDXY COATING , ,.,. Y 1. TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPI ICA„� •..,i , " ,, ,�,; ; ': , I=1 I I-I I'I-III=1 I I=1 I I=1 I 1=1 I 1=1 I - - ,'�:'. DES- - - - = BLEr.Q _ - - I= I I=IIII-III=III=1I1=1I GARGE _ -1 1�1=N I 11=I1 I -N -,II- 1=1 I ICI i IL- „ r'.x':{.'d�t'�.'���r,q''7+`,••`,�'i�.i''h:`.i;,far.�.',.. 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NY Building Technology Group 159 Route 25A Building 1, Suite B 3r 4rr 3r_4r, 3'-4rr Miller Place, NY 11764 2 1 3 A-301 A-301 A 301 ASPHALT SHINGLES ROOF Architect of Record: ALUM WINDOW, TYP /� pp SEE WINDOW SCHEDULE ' Sf'�/�C — I�A E A-400 A-400 �. 2T-5rr 430 Main Street 2nd floor 6'-3" 13'-10" 7'-4° Greenport NY 11944 GARAGE ROOF Contact; Isaac Clay Coffey R.A. N 3T-7 1/2" NYS LIC#039767 :•,' ` M I _ T. 347-276-6093 E. cla i OIPERABLE EGRESS ALUM WINDOW, TYP y@ saac-rae.com SEE WINDOW SCHEDULE — ----f-- METAL ROOF CURB, TYP Project: PROTECTED ROOFING MEMBRANE SOUTHOLD o I I W a DOUBLE HUNG WINDOW, TYP 7105 Main Bayview Rd, Southold, NY 11971 '•" '"' SEE WINDOW SCHEDULE > I I I I C N Project No.: o I R-02 Seal/Signature: I EXISTING GIRDER AND POSTCM N ,,;.;L•';'' I I _ _ I — — — TO REMAIN GARAGE-2ND � 25-3 11/2 1 — `J': " ;';!` '; ::;:. .' ;;, ' ;v,'; : WEATHER PROOFED N W EN Y EXTERIOR WALL I FOYE W/SIDING TYP I 1 ao 2 CAR GARAGE Ierr.' 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".,'•;�• ,,..:�,,�. ,' , r I III=III III=1 ,�., ���� ',.,', ;r,:,• r:'t::,.r•, ',: 11=III=III=III=11I it _ NEW VERTICAL STRUCTURAL _GARGE - - - - _ _ _- _ - _ _-__-_ POST AND BEAM\���� �� 1=1I =III-I I1=1 I1=1 I1=1 I I-I I1=111=111=1 I1=1I1=1I 1=1I1=1 15-8 1/2 _I 11-11 I-I I 1=1 I 1=1 I 1=1 I I-I I I-I I 1=1 I 1=1 I-I I_ 1-1 I 1-1 11_I I I- I I- _ - - _ _ _ _ _ _ _ _III III III-III 111-III-III-III-1I-111 111=111=111=III=111=111=111=111=III=111=III=111=111=111= _ - - - - _ — = - - - = - - - - - - - - - - - - - - - _ — SEE STRUCTURAL DRAWING — — — - -III=11 I=1 I I=111=1 I -I l l l =111-I ICI I=1 I-III-III=111=111=111=III=111=1 =1 =1 =1 I =1 I=1 I = 1 = - - - - - - - - - - i,r, .,.;.,,�,,, ,• ,. ,: ,' , ;., , .,, . , . _ - _ _ _ _ - _ _ _ - _ _ _ _ - - _ - - - I III III-III-III-III-I I LTI I I-I I I I-III-III-III-III-III-III-III-I � 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I I III I I I -III_III- I I-III_III_III_III_III-III_III_III_I I_I I_I I_I I I_I I I_I I_I I_I I I_I I_I I_I I I-III-III-_III I -III III=III=III=11 I-III=11 - - - - - GARAGE ENTRY TRENCH DRAIN = I I I_I I-I I_I I I-I I I_I I1=1 I1=1I 1=1I1=1I 1=1I1=1I I-1I1=1I I- l• y' - - - - - - - - - - - - - - - - - - ,� - _ - _ I I I I_I I I-III III III-III-III-III- III-III-III-III-I I I�I I I-I I I I-III-III-III-III-III-:III-III-I I-III-I I 1=1 I I-III-III-I I 1=1 I = - _ - _ - - - I III-III III III III III II III-III-III-III=III=1I1=I1= 111E1I1= - = = = - - - - - - - - - - - - - - - - - - •r,,r,''. „ .'.''', „";. '•':: I-III_III_III_III_III-III-III-III-III-III-I I I_I I I-III-III-III-III 1=III=III=III=III=11'I=III III=1 = - - - - - - - - - - - Date: i_ _ _ _ - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - I I I I I_I I I_I I I-III-I I I_I I I III-III-I I 1=1 I 1=1 I I-I I 1=1 I 1=1 I 1=1 I 1=1 I I-I I 1=1 I I_I I 1=1 I I_ Scale: =1 =1 I=1 I=1 I=1 I I=1 III =1 I =1 I I III=1 I=1 I I=1 I I=1 1= =1 =1 = - - - - - - - - - - - - - - - - _ - - - _ - - ,,, _ _ _ _ _ _ - - _ _ _ _ _ _ I I I-III-I I I-III-III-111-III-III- III-III-111-III-Ill III-11 11-III-I 11-IIIEE III-:III-III-I 1=1I1=III=1 I 1=111=1 I=III-I I 1=1 I 1=1 I 1=1 I 1=I I 1=1 I I=1 I 1=1 AS NOTED -III=1I1=1I1=1I =III=1I1-I IIIII-II1=1I1=1I1=1I1=11 - -I _I - = - - - = - - - - _ _ - - - - - - - - - - - - - - - - - - - _ _ �_l l I_II- I I-III-11 I_III-111-III-1 I I-1 I I III_III_III-III I I 1 111 I I 1-111-11 I_I I 1-I I 1=111_l l I_I I 1 I I 1=1 11=1 11- _ = - - = _ _ - - - = III I I I_I I I_I I t_ll� III III II�_II�-1 11_II�- ,,, =1 =1 I=1 =1 I=1 I I=1 III=1 I III=1 =1 I I=1 I=1 =1 I-1 I =1 I I-1 I - 11= I =1 11= I- _ _ - - - - _ _ _ _ _ _ _ =1 = _ _ - _ - Drawing Title: _ _ - _ _ I _ 11 III-I I I_I -I I -III-I I I_I I 1 1 I 1=1 I I I-I I 1=1 I'I-I I I-I I I-I 11-J I I-I I I-I I-I 11=1 I I-I 11=1 I 1=1 11=1 I 1=1 11=1 11=1 11=1 11=1I 1=1 11=1 I1=1 I g 11= I =1 I =1 I I=1 I=1 IIII=1 I =1 I =1 I = = EE = - - - _ _ _ _ - = - - - EI - - - - - - - •,; - - _ _ _ _ _ - - _ _ _ I III I I I I III-III-III-III _ III III-III-I I I_I I I-III I I I_I I I I I I_I I I_I I I-III-III-III III=III-III=III=III-III=III=III=III=III=III=1 I_I 11=III= I I=I I I=111=I I I=I I I=I I I=I I I- =14-1a = - - - - - - - - - - - - - - - - - - - - - - - - _ - _ _ - _ - - - �- - - BUILDING SECTIONS 1 _ _ _ _ _ _ _ _ IIII I III III III III_III_III_III-III-III-III_III-III-III-III-III_III_III_III-III-II I_ III_II II-III_II,I-III-III_III-IIII_III_I 1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1 1= _ =1I1=1I I=1I1=I II-1I1=1I =1I1=I II=1I =1I1=1I1=1I1=1I1=1I I-1I I-III=1I1=1I1=III=III=III=III=III=111EI II=III=III=1I =III=III=III=III=III=III III=III-II - _ - - - _ _ - - - - - - I III I I I_I I I-III-I I I_I I 1 I I-I I I-I 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I- I=III=1 I-11 I-11 I-11 I-11 I-11 I-11 I-11 I-1 1=III=III=III=III=11 I-11 I-11 I-11 I-11 I III-III=III=I I I=1 I I-11 I-11 I-I I I=I I =1 11=111=I I II-111= - - - - - - - 1I III-IIII-I I I I-I I I_I I I-I I I=I I I=I I I=I I I=I I I=I I =I I I=11II11=11 1.0: -III-111-III=11I-III-11I-III-111-III=III III=11I-11I-11I-11I-11I-11I-11I-11I-111 III=III-11I-11I-11I-11I-III-III-III=III-11I-11I-11 III III-111= - - - - - - - - - - - - - - - - - -_- - - -_ II_III-III _ _ _ _ - _ _ _ II_III_III_III=III=III=III=III=III=III=III=III=III- _ _ _ _ _ _ - ";.,. . II II _ _ _ _ _ - - _ _ - _ - - _ II III-III-III-III-III- - I_II III-IIII_I II-III-III_III-III-III -III-III-III-III-III_III-III_III-III_III-III=III III=111=III=III=1 1= - _ - - - _ - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - IIII-III-III-III-III_III-III_II -III-III I I _ I I I I III-I I I-III-III=- �- _I I I_I I I-I I I_I I-III-III- - =11I—III—III—III—III—III—III—I11=1I 1=1 11=111=1 I I=111=1 =1I 1=1111=111=1 I I=1 Drawing NO.: III III III III III III III III III III III III •�•;,CVO I I III—III—II I—III—III—III—III—II I—III—III—III—III=11 I=1 I I=1 I I=1 I I—III=11 I—I I N Lo LONGITUDINAL SECTION 1 0 rn 1/4" = V-01, s f..i1:8611rBb:n�idlfl-&[Sr�A '1 rS. ilil , � !��� i ,... ---,. ----r 7��:,,'Zr .-T�� I 1,�1��-.x. L - � � .LL,---—--I,�r,,.11"1111"1'IP"IlllPlillWLZ�L 1 � � --�` .W—,;��------ - —--" --­-� , ­. --l.--—1. I I I � ,_ -- --��------,�-�2 C ,1� �,..�,.-.�-L­ "77= - --- r.T- " < i,I, - ' NOTES ,, `�`F. '! ,, ;'f, '`„ k 1 t tlr „ ; A-300 A-300 DRAWING ISSUE �l 1 4�- = � 10 , ;;',it',k;. � ; ;I' , ' NO. DATE ISSUED FOR r �.. ,I, _ ; ,; , 1 2 A`'; �,jtlp .2 , ,, I � 1 q l„,�°;7,eri t, I. ;,f.g:,�J 1',;.w•.' I - - 3 a a , ,' + , +t,+t, i 1.1 r 1 ....._. i'+tl a j c"+ 'U.,,r 4 Y ,,w „ { , I ........ . .. _.......... . g t�:aL :.?71`. ,,-,,;, ,, :r1 + ........_..--'-......................-.....___.--___....----.--_. ...--_--------.--.--_____,_._... ' , �.1. + r ' ,,,I t',,',ra,-, ' '1 - - VV ,• ' . 1' , �' .. ..._ ., • „ ,�, '^ ;,,. ___._.......___.._..........__.._._.._._....._.._...-----.___.._._._...------'_-.—.- ---___._ PROTECTED �i, t,, , 1y ROOFING MEMBRANE I �:, . ,: DRAWING REVISIONS ' ;r',... r ;r, r I L. NO. DATE REVISION 4.' ,��,r) ,: , '. 1 ........,...1—...---..__,,.____,_.,_,,....-....._.._..........._....---_......._..-.-----__.._._........................_.,_...._.__.•__-_-_.,__.....___.._..,.__...._..._._...___.._......................... .._.......__._...... it ,1+, •Y ' r ,, i ,.'', ' '`, GAIRAGE ENTRY __.___ —__ ______..____.__.___--__.___._..__—_ __-. _,_ METAL ROOF CURB, TYP r •,r •, 1 , ?. ,r, „1 . . -- - - --- - --- - - - -tl,' ... — — — — — — '' 28' 0 1/2" ----------- ------- --- — 3 a � io :,- ,If-., I ,, -....._-_-—.............__..__...._....I....-.,...,,,-.,....I.......,,,,... __ ... -f.. ...........__.,.._......_..._...._......- ..t ,, ,, ,, ,,, , . 5 -r--- - ' �, ,, . PROPOSED ALUM _.................... .................._..... _ I !... -- -____.. ._... ___.._....... SEE STRUCTURAL DRAWING POST AND BEAM 7 SLIDING D 00 R _......_....._ .- ..... I — -----'--'------._..--.- -... P 8 I... N SEE DOOR SCHEDULE o ENTRY' STOREFRONT UM WINDOW, TY 9 ....................._...._,.,..,_.......................----'-'--' -- +' I - SEE WINDOW SCHEDULE . I rn .....---- -.,.,,,,-'- ._.......................__---..--'- ...._.__.... _,,.._........-......._..,...,...,,,---..._. _...... 10 PROPOSED o0 _. I — 11 I_ — 11 '.Y' . I, . OUTDOOR STAIR __..._,_„_--'--_....--..-.-.--_.........J---------. ....... .._..__.. .._...- ........_ _......__......__......._...---....._ 12 ........_......_..._. ........................................-------'-----...- .. _...... .... ,.----_,.-..,.... __. _-- -- . 1-1 .........................................—,....,1.—,............._.....,..,_.. .1,,... ......I----- ...._._......_._..,__.....,._.._....._..,....__. THIS APPLICATION IS APPROVED ONLY FOR WORK ' y.'' � 1-1- ..........__ __.._.-.__...___.__._...... INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL . I , LE�IIEL 1 ._..._.....__-.. —._........._.._._.._,......�.._.._.. .__-__.. ._.- _'_ - - ..........._.. ........................_....-1-......,_........ OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR _ !.!. .... I '. _ _ 18'--21/2" _ _ _ _ _ _ _ _ TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ' _III-I11-III II_III=III-111E1II-1I1=1I1-1I1=111EI11-II1=1I1=1II _ -III- 11_I 11- 111E 11_111-III_III_I I I_I I I_I I I_I I I-111=111=I I I_I - -I I -III-III I —III-111 111-111 I I-I I I I I 1=1 11=1 11-I I I-III-III-III-III-III-III-III - - -III=III-I I- I=1 I I=1 I I=1 I I=1 I I=1 1= I I=1 I I_ III= =1 I I=1 I I=1 I I=1 I-1 I=1 I I-1 I I=1 I I=1 I=1 I =1 III=1 I=1 I=1 I I-1 I I-1 I I=I l I=1 11=1 I I=1 I I-1 I I-1 I I-1 I m 11=1 I I=1 111_III-III=�_III_III-III-III III III III=III=III=III=III=III=III=III=III=III 11=III=III=III=III=III=III=III=111_I11=III=III=III-III-III- 1=1 11=1 11=1 1=1 I I-1 11=1 11=1 11= 11=1 1=1 11=1 11=1 11=1 11=1 11=1 11=1 1=1 I =1 I(=1 I =1 1=1 11=1 11=1 I I-1 11=1 I =1 11=1 11=1 11=1 11=1 11=1 I I_IT_1=1 11=1 =II1-111=1II=111=1I1=III=III=III-III I1 III-1I1=1II=III=III=III=III=III=III=III=III= II=III=III=III=II1=1I1=III=III=III=III=III=III=III=III=III= Consultants: —` 1=1 I I=I I E1 I I-1 11=1 11E 1 I 1=1 1= I I=1 11=1 I I=1 I I I I-1 11-1 I I-1 I l-1 I I-1 11=1 I I-1 I I-1 I I-1 I I-1 11=1 I I-1 11=1 11=1 11=1 11=1 11=1 11=1 I I-111=111=1 11=1 I II 11=I 11=I 11=111=1 =1 11=1 11=1 1=1 11=1 1=1 11=111=1 1=1 I Ed 11=1 11=1 I I=1 11=1 11=1 I IEI 11=1 11=1 I IEI I IEI 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 1=1 11=1 11=1 11=1 11=1 11=1 11=1 I I-1 11=1 11= Surveyor: I, 1. ' 1=I I1=1I I=1I E 1I1=1I II I1=1I1= I I-III=1I1=1I1= I1=1I1=111=1I I-1I1=1I I-I I1=1I -1I1=1I I-1I I-III-III-1I I-I11=1I I-1I IEI I IEI I1=1I IEI I IEI I1=1I1=111=1I1=1I IE1 11=1 SCALICE LAND SURVEYING -III=I I I_IIIEIII_I I I_I 11_I I I-III F-I I I_l 11_III I I I_I I I_I I I_III_II1 111EIII-111E111E1I1-T_I_II1=1 I I= I II=III=111=I I I=I I I=I 119 I F9 11=111=111-III-I I I=I I I- r. 1=111=1 I I=1 I FEI 11=111=1 11=1 11= 11=111=1 11=111= 11=1 I I-1 I F=l 11=111=111=1 11=1 11=1 I FEI 11-1 11-111-1 11=1 11=111=1 11=1 I I-1 11=11 I=1 11=111=1 11=1 11=111=1 11=1 11=1 11=1 1 S Bay Ave; Islip, NY 11751 `l�} �. ' ` ' _I I =I I El I IE1 1. I I=I I=I I I-11 I III=III=III=III III=III=III-III=I I I=I I IEEI I I-I I I-I I I=I I I=I I I=111=III=I I I-I I I-I I I=I I I=111-I I =I I I=I I IE1 11=111=I I I=111-111=I I I= - ' ' 1=1 I I_I 11=1 11=1 11=1 11=1 11=1 1= 11=1 11=1 11=1 11= 11=1 I I-1 11=1 11=1 11=1 1=1 11=1 11=1 1 51 11=1 11=1 11=1 11=1 11=1 I IE1 I IEI 11=I 11=1 11=1 11=1 11=1 11=1 I IE1 11=1 I IEI I II I IEI '' .III=III=1I1=1I1=1I1=111EII1=III_-1ti-11I==1I1=1I1=1I1=11=1I1=1I1=1I1=1I1=1I1=1I1=111E111E111E1I1=1I1=111E111E111E1I1=111E1I1=111E111E111E111E1I1=1I1= T =1 I I=1 11=11 I=1 I I-1 I I=111 I II-1 I I=I 11=1 I I=1 11=1 I I-1 11=1 11-11 I I I=1 11=1 I-1 11=1 I I-1 1=1 1=1 11=1 11=1 11=1 11=1 11=1 I I-1 11=1 11=1 1=1 11=1 11=1 11=1 I!=1 11=1 11=1 11=1 ''tl' ' _III=1 I I=1 I I=1 I =1 f l=1 I I=1 11=1 I I=1 I I=1 I II 11=1 11=1 I =1 11=1 I I=1 I=11 I=11 I=11 I=1 I =11 I=1 I I=1 I I=1 I I_I I I=11 =1 I I=1 I=11 =11 I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I =1 I =1 I I=1 I I- ., ,tl ' ; Structural En ineer: 1,; l', " Alex Spyrou ,Olii`. i ,. " AES Engineering 630 Fifth Avenue, Suite 2000 ; ': ;' . � n GARAGE ENTRY SECTION New York, New York ; {L. � 1. HER's Rater: `s,'' '; , Tom Baccarella NY Building Technology Group 159 Route 25A J,' Y , 1 2 Building 1 Suite B `'' y . ''" r A 300 A 300 A 300 A 300 ' '�; , ,tl ; ;,, ? `,, ;.,,I ;i ,, ,,, I . Miller ace, Y 11764 ' 't ' 1 ' r , ,,, 1 + . ',`; r .' " ,,.' r' r --J--. _I'-r T. ' r''-s T —r ,A °. -r% e ,.:::a a '-�.� '}'tl`' '" �'r 1 r,•—,'} �".`i.l,'Y' ' � 5 j J `T-'--f�=1"ST1..J --1 _,�'T" '_t"_�` ::'`. :A.... .1 yL' ..A - _L�'�' .-� : I�N- ,, 1 tl 1 1 , t I il _ }' i I '7 , '. t I ,• I 7.:_s' -- -. r'I I - T-r7- j....._.t " T r r � � ,,�� "�', '"' ,:;:,I, ' I I _ a _ - _..... Architect of Record. t' ,t.,,'�;, " — . . .. IJ ,•' A.._� T �r..I 7_ r r - - --- - — ,r', ,,• I t,1 '.,i,,y , .I'' n, 1' 1, I 11. :�. _ 2 y , ,r>�r� I — Y _ - - - - - - - A , rJ - { I. " t--, r,.,,.t, , , ,, : I ............__......---....._....._ _ --'............................ 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I.,.,,,, ,, ASPHALT SHINGLES ROOF _ GUTTER AT ROOF SLOPE, TYP I ______ __ _ _ I,tl a, ,, I ' I . --------,___- -- — - _.......... — — — N ----._ -- —_„_--_,____ -_ SOUTHOLD I '�,'t , - ._.-_.._.._...,...._.....__. .......................... — — — — — — — ...............,...,,._ _.............._.._.....--- '- rd -: - ...........--.....I....I...,.,..__ ........._. ....._._....--_._...._..... ._._.I.__._.........._......._ ... - ......__.--...--.............- - -__,.......,_.._.._._._..... °- GUTTER AT ROOF' SLOPE, TYP - _... __ _......_..._...I.....--..__ -- ,. ___ , , __..._.._.__._._....._ _ -_____._.__ _ 7105 Main Bayview Rd, Southold, NY 11971 tl, OPERABLE EGRESS — ---__._ ---- - ----- - tl , ..^' '� , _...._....... , , ALUM WINDOW, TYP -'- --...._...._ _.._.........._._----- , _ _ _........_._...... SEE WINDOW SCHEDULE _......_......_.._...._._. , . 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WEATHER PROOFED -- 2 CAR GARAGE WEATHER PROOFED 2 CAR GARAGE ___....___........_........................._._..._.._..:.__....__...................._....-..:___......._._....._... q ' --.._.._......._.....------._--._-._-......-------- _..-"--- —- -----------'_ EXTERIOR WALL -----,,,__,_,--- EXTERIOR WALL ! %I, \., ............ W/'SIDING, TYP , ,'.'' 514 SF 514 SF --- �`, „ p rr,..J �I I fir `' '. 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I III I I I I I I I I I I I I I I I_I I I=11 I=1 I1=III=III=1 I I=1 11= =1 I I III- -III-I 11=III=11 = I=1 = I =III=1 1= - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ .':1 i ., - - - - - - - - - - - - - El - - - - - - - - - - - - - - - - - - - - - - - - IEI I I I I _ IIII I I I-111E111EI 11-111EI 11-111-11 I-III-III-III 11I-III-III-III-III-III-III-III-111E1 11-I 11- = 1= = 1 = = 1 = 1 = = 1= 1= - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Drawing Title: ,', " .' I=1 I I =1 =1I =1 I I=1 I=1 III I III I I III III-I I_I I_I I I-I _I I I_I I I_I I I-1 I I-1I I_I I I_I I I-1I I-I I I-I I I-I I I-I I- I=1 1_1 I I-1I I_I I I-1I I-I I I_I I I-I I I-I I I-1I I-I I I-I I I-I I I-I I I-1 I I-I I I-I I I_I I I-I I I_I I I-1 I-I 11=1I 1=1 I I_I I - I - I = _ _ _ _ "rltl: •.. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - = - - - - - - - - - - - - - - - - - - - - - - - - II II III III III III ,,+.;=y 'n:': :-:Ill= 1- - - _ = =1 I-11 -11 I=1 11=111=111=I I I El I I=11 I=I I I=1 I I=1 11=1 I FE I I- -. I- - - _ - - - - - - = - = - - - - - - - - - - - - - - - - - = - - - - - - - - - - - - - - II III III II I _ _ _ _ _ _ _ _ _ _ _ III I III III-III_Ill-III-III-III-III-III-III-III- _III III_ _ -III III-III-III-III_III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III- - -III-III_III_III-III_III-III_III-III_III_I - II BUILDING SECTIONS 2 --. I_I I I_I I_I I -I I_I I I_I I I_I I_I I_I I-III-III-I I I-III-I I I_I 11=1 11_I I I_I I_I -I I_I I I_I I I_I I_I =111=1 11-I I I-I I I-111_I I I_I 11=1 11=111E1 11-I I I-111=1 I I_I I I-I I I_I I I-I I I_I I I-I I -III-III-I I-III-I -I _ -I I I_ I -I - I-III-III I I I-I 11=1 11=111=1 11=111=111= _ - - - - _ _ ei,tl, di--. - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I _ I III - I II I - - - - - - - - III II_II _ II_I _II III I -III-III-III-III-III-III-III-III-III-III-III I III III I I I I I I I I III III-III I I I 1-1 I I-1I I-III-I I I-1 I I-1 I I-I I I-I I -1 I I-1I1-I I I_I I I-I I_ _I I I_I I _I I I_I I I_ I_I I I_I I_I I _ I_I - _ -I - - I, ,,, , „ , . _ _ _ _ I I I I III III I I III III III-III-III-III-I I I_I I I-III-III-III III-III-III-III-I I I_I I I_I I I-I I_I I_I I-III III-III-I I I- ,{.;1, .�;,,,•. ;?,y:, .;. ;,'.,+:;';,. ," , =III=1 I =1 I =1 =1 I I=1 I =1 I =1 I I=1 I I=1 I I=1 =1 I I=1 =1 I-1 11=1 I I=III=III=1 I I=III=1 I=III= I I=111=1 I I=1 I I=II I—III=1 I I=1 I I=1 I I=III=III=III=II I—I I t=I 11=1 1 1-1 I I-111=111=I 11=III—III—III—III—III—III—III—III—III—III—III—III—II I—III—III—III—III—III III—III—III—III=III—III—III—III—III—I 11—III—T—I I I—I I I—I t ;,;-1tl*';,.i J"r'• .fir` '.'I:L`• ;I,.,,,y` " t: ,�,,1 .lV:,'',.,,{', Drawing No.: ', 4 '_.�, Y ,,, _ , ,. I ,; - t',�, Y Ul) I; 1 „w CROSS SECTION 1 +';;`a :.-. ;- ;,'.y:. . CROSS SECTION 2 1 ),, C „ `I it rya ,j {�tl, d ., fr ,} , t�, ,1 A r. , 'i ,d n a,.�' :1,,,, '.nr� Y,•e yr. r J yr;'ti D` =111 I NOTE DRAWING ISSUE N0. DATE ISSUED FOR 7 �y','4•, 'i,t, c H 10 12 DRAWING REVISIONS NO. DATE REVISION ASPHALT ASPHALT SHINGLES ROOF SHINGLES ROOF ASPHALT 1 •I f.' ij ' I'' I SHINGLES ROOF 2 AIR GAP AIR GAP 3 AIR GAP 4 5 WATERPROOFING WATERPROOFING WATERPROOFING SHEATHING SHEATHING 6 SHEATHING 7 ROOF RAFTER ROOF RAFTER 8 ROOF RAFTER 9 1 10 GARAGE ROOF11 37-7 1/2 12 L� 1, ' � THIS APPLICATION IS APPROVED ONLY FOR WORK �"` -- �-,_��- -, .... ..,,,,,.. _ INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL ASPHALT - GUT R ASPHALT R T ROOF OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,0 ` _._._n_�..__� j . .......... TO BE CONSIDERED AS EITHER BEING APPROVED OR IN SHINGLES ROOF - ,,�I SHINGLES ROOF =�"�_ SLOPE, TYP PTD. GYPSUM BOARD AIR GAP AIR GAP N _, . ROCKWOOL WATERPROOFING WATERPROOFING ' -. ....,. _ . _.. . INSULATION _ _ _ __ - SHEATHING SHEATHING 0 O Surveyor: 2" CLOSED CELL SIDING TRIM, TYP ROOF RAFTER ROOF RAFTER SCALICE LAND SURVEYING RIGID INSULATION, TYP ' ROOFING MEMBRANE : ,, ALUM WINDOW .. �{:::� - 1 B A I NY 11751, S Y EXTERIOR SEE WINDOW SHEATHING `. ' - ROOF RIGID INSULATION SCHEDULE __ _ - W/SLOPEloll , t :r • • ' ,'.'' N _.._____..__.._._._..__._ _ ........___.._ _................ Structural Engineer: WATERPROOFING, TYP AOLUM WINDOW, TYP r -- -- SST METAL PRAPET Alex Spyrou BATHROOM EXTERIOR WATERPROOFING, TYP CAP W/SLOPE AES Engineering SEE WINDOW SCHEDULE SIDING,D I NG TYP EXTERIOR 630 Fifth Avenue, Suite 2000 SIDING TRIM TYP -- ---- -- — New York New York PRESSURE TREATED & — ' 81 SF PTD. FIRE-RETARDENT LUMBER _.____.. __...____._._..............._..._......__._ .._.____-. HER's Rater: GYPSUM BOARD N INTERIOR GARAGE ENTRY GARAGE ENTRY w5 —_ �_ I' 1 t 15 ella HARDWOOD `� GARAGE ENTRY - — _ NY BTom uilding narTechnolo Group F_OYER ROOF ROCKWOOL �� - _ FOYER ROOF OYER ROOF _ _ g Technology p FLOORING 2$'-0 1/2�r INSULATION 1 1, — — " 28-0 1/2 8 1/2 159 Route 25A Building 12" CLOSED CELL Suite B EXTERIOR RIGID INSULATION, TYP METAL CLADDING -- Miller Place, NY 11764 SIDING TRIM, TYP PRESSURE TREATED & EXTERIOR INTERIOR - SHEATHING HARDWOOD �; FIRE-RETARDENT LUMBER --- -- t FLOORING METAL PTDDDING SST METAL PRAPET GYPSUM BOARD _ — A AGE 2ND CL SOFF T — J - Architect of Record CAP W/SLOPE +,'•�.'.,.!,,d: , , 1-,. EXTERIOR ROCKWOOL LVL ...............__.__._.___.__.._.__......._.... LVL SIDING, TYP RAE L INSULATION ISAAC — r ROOF RIGID INSULATION A SLOPE 2° CLOSED C __ __.._.__._...---._._.....__...___.... Street PTD. W/ OSED ELL PTD. 430 Main GYPSUM BOARD Ilk- RIGID INSULATION,TYP GYPSUM BOARD 2nd floor PROTECTED EXTERIOR Greenport NY 11944 SHEATHING ROCKWOOL PROPOSED ALUM ROCKWOOL ROOFING MEMBRANE v Contact; Isaac Clay Coffey R.A. jr:,;,'';';; '.; ,' . '',• �, ' SEE DOOR SCHEDSLIDING ULE INSULATION INSULATION � __------- ---- NYS LIC#039767 ' NEW ENTRY INSULATED OVERHEAD 2" CLOSED CELL FOYER GARAGE DOOR WATERPROOFING, TYP 2" CLOSED CELL __...____......._._..._._......_....._.._._. T. 347-276-6093 E. clay@isaac-rae.com RIGID INSULATION, TYP SEE DOOR SCHEDULE RIGID INSULATION, TYP EXTERIOR EXTERIOR ;� EXTERIOR Project. SHEATHING 2 CAR GARAGE 228 SF 1 SIDING, TYP o> SHEATHING �17) - SOUTHOLD WATERPROOFING, TYP SST WATERPROOFING, TYP 7105 Main Bayview Rd, Southold, NY 11971 514 SF -°a • ° FLASHING EXTERIOR _ _° ` EXTERIOR _ _._....__._............ _ LEVEL 1 SIDING TYP SIDING, TYP _LEVEL 1 _ _ a g _ _ EL 1 — Project No.: GARAGE FLOOR 18'-2 1/2" 4 18'-2 1/2" _ ° a 8' 1/2" _ R-02 A GARAGE FLOOR ° W/ EPDXY COATING III=11 111= Seal/Signature: CONC DOWEL JOINT _ _ _ W/ EPDXY COATING _ _ g ° —� —� -1 —� GARAGE FLOOR =1 I =1 I =1 [ =III-III=III-III= W/ EPDXY COATING III-III=III-III= -III=III=III=1 °°`d III=III=III- SST FLASHING, TYP W/ EXPANSION JOINT III-111=11I-II1=1 pa II-III-III=111=1 SST FLASHING, TYP I1=111=111=III -II1=111=1 ° =111-III-III-III- ° . III-III-III=III= BELOW GRADE =III=III=III=1 III=III=III= -1 I =III-III-III-III- III-III-III-ITI= WATERPROOFING AND = _ 1-1_ III=III-I11= A 11=III=1 I-1I -1 1=1 1=1I 1=11I-1 - - - - a , " ! ;_ _ , RIGID INSULATION I I-1 I I-1I -1 I I-11I I-1I ==_ .m 15 11 A�' - _ _ _ - 111=1 I =1 I I=1 I =1 _ _ =1 1=1 11=1 11=1 ��' - - - - - =1 =1 =1 I ° -1 I I=1 I I=1 I 1=1 11= = 1= III=1 I I=1 =1 =1 I I=1 I I=1 - 111_I I I_I I-III-I _ _ _ _ _ _ _ _ _ _= 1 =____ BELOW GRADE -11I-11I-11 I -11I-11I-11I-1 GARAGE ENTRY I 1=III=III=III=III= I I-III=III= a I I I-I I I-I I I-I I -1 GARAGE ENTRY III -III I I III-III- - - - - - - - - - _ d _ _ - - - - - -1 = 1 = 1=1 11= =111=111=1 III=111=111=III= =111=111 -111= TRENCH DRAIN III=III 111-I I I_I I -III-I -III-III-III ': -I I I_I I_I I I-Ill- TRENCH DRAIN -III- I I_I I-III-III-III= WATERPROOFING AND _ _ I I I _ _ _ 1' - - , ° - - - - - -1 - = ° I I - = I 1-1 I I-1 III=1 I -1 I=1 I -1 I I=1 :III-III-III _I I_I I I_I I I- I=1 I =1 _I I_I I-III_I I-111-III- I I I-,- I I _ - - - - - - - - 4 ''r '','+-' - III=III-III=III=1 =III=III=III =III=III=III=III= =III= III-III=III=111_III- RIGID) INSULATION _III=III=III -III=III=III=III= =III=III=1 III=III=III=III_ =III=III=III=III=III=III=III-III= :III=III-III =III=III=III=_ 11=I I I=I I IE I I I=I I I=I I I=III=III=1 " �. III II = _ -1 I = _ I I-III-III- '` ° III-III-III-III-I III-III =1 I I-III-III-III- -I I I_I I I_I I e I I_I I I-III-I I I_I - BELOW GRADE -I I_I I-III-III I I _ _ _ _ _ - _ = BELOW GRADE _ _ „ - = _ _ - - _ _ _ _ _ _ _ = BELOW GRADE =111=III=1 - ''';� _ = -1 = 11=1 =III=III=11 I „ =III=III=III-III- -III-I III-III-III-III=III- -III-I I -I I I III-III-III-III- -III-II I_I II-I I I_I11=III=III=III- I _ I1 III II I = BELOW GRADE - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - , ^ WATERPROOFING AND = - - - - - _ 1_1 WATERPROOFING AND < -I I I_I I-III-III- I I-III-III-I I ° I I-III-III-III-I WATERPROOFING AND __- =1I1=1I1=1I1= I1=1I1=1I1=1I I-III-III-III-III-I o 6� t I I_I I_I I I-III_ I I_I I I_I I I_ . e I I_I I_I I I I - _= a - - - - - _ _ _ - - - - - - - .�'�' •`:,;;., , '. .,: -�;.' _ �° •- = = = = WATERPROOFING AND = _ _ ; - = _ _ _ _ - - - - - - - - - _ _ _ - _ -III-III-I RIGID INSULATION III III III III III III III III III-III_ RIGID INSULATION -III- IIIlI II-III-I11_III_ -III I11_III III III III-III RIGID INSULATION : _ - - III III III III III III III III - - - - - .I I I_I I I=1 I I =1 I I=1 I I=1 11= RIGID INSULATION 11=111=1 I I= I I I=I I =111=I I =1 III=III =III=III=III=III- 11=III=III=11 I-III=III=III=1 - 11=III=III=III=I I=I I I=I I =I I I=1 - '' _ _ _ _ _ _ _ _ _ = i= _ - - - =III=III-III =III=III=III=III= =III=III=1 I I I=III=111=III_ =I I I=I I I-I I I-I I I-111=I I I=I I I=I I I= III-II1=11I-III_I -III-III-III -III-III-III_lII_ -III_I III_III_III_III_lI1= - - - - - - - - ;�;;•- =i -1 =1 I-1 I 1=1 I1=1 I I- I I-III-III- :d :°- III-III-1I -1I 1=_I III-1 _I I I_I I 1=1I1=1I1=1I1=1 1=1I1=1I1=1 I1=1 'r ,'' I- I III-III-III-III-I -III-III-III ' -III-I I I_I I -III_ I ° III-I I_I I_I! -III- -I I I_I I I_I I I a _ - -11 I-I I 1-I 1 I- -I I 1-11 I-1 „ 111-III-1 I 1-111 -111-I I I-1 I I-III-1 I 1=1I11-I I F9 1I- ' -1I1-III-III-III-III-III-III-I11- ' ' ''' 1' ' '' � � I II I -- - '°` I I I_I I I_I I I_I -I I I_I I I-III .• °, ` -III-III-I I I_I I I_ 9`. ° '° ``°` �I-III-III-III- _III-III ",°°-;-d°. ` ,b.- f-_ __ __ _ _ _ _ _ _ _ _ °. . _ 111-I 1 -11 I- 11-I 11-I 1-I 11-I 1 I-_I 11 I-1 I d 111-III- 11-I I I-I 11-1 I I-I I la I I-I I I-I 11=1 �,'.,:,,,.;,,a.,, ,• , ,i .'•: }' ,,r. ,�, ,;. , . - _I " •°° - °' �° -Ill-I�I-III_ I I-I I I_I I I- ° -1 I 1-111-111-I •°d• ` _ _ _ _ `- -I -_- `- ° _ a d` 1-111-111 -I I1-III-III-III-111-111-I1I-I I I- _ _ _ _ _ _ _ _ _ _ _= Lid - I -_- 1-I - II1-11�__ __ _ 111-111- 1 I-I 11-1 I I-III-I 1 I-III-III-III-_I -III-I 1-I 11-111-111-111- I I-III=111= I I I-1 11-1 11-1 I I-1 I I I-1 11-I I I-III-I 1 I-I 1-1 I -I 11- 1 I-I 1 I-1 11 11 11 1 11 11 I I I I _ _ _ _ _ _ _ _ _ I I I - - - _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - _ _ _ _ - - - - - - - - - _ I_ _I I I_I I_ _I I I_I I I_I I I_I I_I I If I_I I_I I I_I I I_ -111-I I-III-III-III-111-I I 1-111- -11 I-1 I 1-III-I 1 I-I I 1-1 I I-I I I-I I I- +:'' -111-111-111 . .d_° -111-111-1 I 1-I 11- -III-111-I I 1 11 l l 1-111 - I = _ _ _ _ _ _ _ _ - - - _ - - _ _ - _ - _ _ - - �f 1 1 � :III-1 I-1 11-1 I I-1 I-1 I I-1 I -1 I I- 11=1 11=1 11=1 I I-I 1=1 11=1 11=1 1=1 Date: Scale: -1 I -I I I-11 I '' -11 I-I 11=1 11=I I I- AS NOTED , � > ' ', '` , �� ` I I-III-III- •�°' • I I I_I I I-III=11 I-I _ _ _ _ Drawing Title: I- �',''+;' BUILDING WALL SECTIONS - ADDITION I III III �'<{�"`! ,/�'� '�:,,(+1:.,,y`,',,;;, ';•"�,'� ��• I I-1 <,a� ' • _•° . _ - °' III=III=1 k,�.:�; '�D'.;, ,,' r { ! .'.c'.h i';.,��,V =1 I I - - • �` Drawing No.: 6 ALL SECTION AT GARAGE ENTRYI WALL SECTION AT NEW ENTRY FOYERI WALL SECTION AT GARAGE ENTRY2 WALL SECTION AT GARAGE EAST WALL SECTION AT GARAGE NORTH WALL SECTION AT NEW ENTRY FOYER2 4 3 2 1/2" = 1'-0" 1 1/211 = 1'-0" ]� I 1/2" 1'-0" 1/2" 1'-0" _ ��-'.I,,•I,,��1r,•,r�r ryf�; 1;.'�'F,'.;`:,I fir, Vi ..,,�,F•I h „. kjar •''i i ',f ...,.."s..-,u� - _ :7 i , T J '•�'��r,,L'��r�' �':}�., , ;,,T,: ,:.;, _w �, NOTES EXTERIOR DOOR SCHEDULE DRAWING ISSUE r_��" •, NO DATE ISSUED FOR DOOR TAG TYPE COUNT FRAME DIMENSION (W X H X D) MANUFACTURER - MODEL NO. NOTE 1 MATERIAL 4 1 OVERHEAD 1 METAL 16' X T 8 1/2" X 2" CLOPAY CANYON RIDGE MODERN GARAGE DOOR 6 7 2 SLIDING 2 ALUMINUM 8'-3 1/2" X 8'-4" X 4" PANORAMIC DOORS - SLIDING 9 + ; DOOR DOOR 10 12 ' 3 SLIDING 1 ALUMINUM 8'-3" X 8'-411 X 4" PANORAMIC DOORS - SLIDING •,i• � DOOR DOOR DRAWING REVISIONS NO. DATE REVISION Al'.' 4 SLIDING 2 ALUMINUM 9'-11 1/2" X 9'-0" X 4" PANORAMIC DOORS - SLIDING POOL HOUSE ENTRY DOORS 1 2 DOOR DOOR 4 5 5 OUTSWING 1 METAL 3'-211 X 7'-211 X 2" EXTERIOR DOOR 8 6 OUTSWING 1 METAL 3'-2" X 8'-011 X 2" EXTERIOR DOOR POOL HOUSE BATHROOM ENTRY DOORS 10 t''r 12 SLIDING +'•:. - 7 1 METAL 10'-5" X 9'-0" X 2" EXTERIOR WOODEN SLIDING POOL HOUSE SCREEN DOORS THIS APPLICATION IS APPROVED ONLY FOR WORK DOOR INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL BARN DOOR OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR SCREEN TO BE CONSIDERED AS EITHER BEING APPROVED OR IN 777 yr,{ ACCORDANCE WITH APPLICABI F CODES WINDOW SCHIEDULE Consultants: Surveyor: d"t';t,;,'' , ,,, ' "''';,'' '' '''' c SCALIa E LAND N SURVEYING TAG TYPE COUNT FRAME DIMENSION (W X H) MANUFACTURER - MODEL NO. NOTE MATERIAL 7777yyy,�' trA � r , i r T1 DOUBLE 31 WOOD 2'-11" X 5' ANDERSEN WINDOWS EXISTING WINDOW REPLACEMENT HUNG 36 s,P Alex Engineer: ex Spyrou AES Engineering 630 Fifth Avenue, Suite 2000 W1 - 1 ALUMINUM SEE WINDOW TYPE EL. ALUMINUM WINDOW New York, New York 3'-4° � 3'-4° � 3'-4^ � HER's Rater: Tom Baccarella 4•F:r t it i W2 - 1 ALUMINUM SEE WINDOW TYPE EL. ALUMINUM WINDOW NY B u d ng Technology Group r 159 Route 25A WINDOW TYPE - W1 AND 2 Building 1 Suite B W3 - 2 ALUMINUM 2'-1 1/2" X 8'-4" ALUMINUM WINDOW 1 1/211 = 11-011 Miller Place, NY 11764 ,;•,}. W4 3 ALUMINUM 2'-4" 1/2" X 8'-4" ALUMINUM WINDOW Architect of Record: i I SAAC - FAA E - 1 ALUMINUM 9'-1" X 7'-2" OPERABLE EGRESS WINDOW 3 ' W5 430 Main Street t 2nd floor Greenport NY 11944 Contact; Isaac Clay y Coffe R.A. W6 - 1 WOOD 3-0" X 3'-6 1/2" OPERABLE WINDOW NYS LIC#039767 T. 347-276-6093 E. clay@isaac-rae.com ' W7 DOUBLE 1 WOOD 2'-11" X 7' ANDERSEN WINDOWS WINDOW AT THE GARAGE ADDITION Project: y . HUNG SOUTHOLD 7105 Main Bayview Rd, Southold, NY 11971 INTERIOR DOOR SCHEDULE Project No.. R-02 Seal/Signature: 1 DOOR TAG DOOR COUNT DOOR FRAME DIMENSION (WXHXD) HARDWARE TYPE SADDLE UNDERCUT MOTE i SWING MATERIAL MATERIAL ABOVE F.F. r A SEE 4 WOOD WOOD 2'-6" X 8'-0" X 2" TBD. 1/4" AY -°---� PLANS ` B OUTSWING 1 WOOD WOOD 3'-211 X 7'-0" X 2" TBD. 1/411 C POCKET 1 WOOD WOOD 21_611 X 61_0 11 X 2" TBD. 1/4"DOOR D SLIDING 1 WOOD WOOD 61-01111 X 61-011 X 211 TBD. 1/411 fry,'t{r�:,4 j'''j��.",t;'r'"y'''.tr,' '`:J;:•�pi`i,,",io�4 I ll 1 try 5rr t i�,.,: 'i }•', .�, ;' DOOR :14 :� ' "•r'' E SEE 2 WOOD WOOD T-10" X 6'-8" X 2" TBD. 1/4" Date: ASNoreD =;',t'; �, :I,•` -f .. ,:,'`.� -'`" ; Drawing Title: fik., PLANS Pam?�'��r �^ '!I',I' °,,�,Y" r.,r' I,•1"... , . ' — }}-�� SCHEDULES DOOR/WINDOW SCHEDULE a, � Drawing No.. bw , i, , - - - _.. ., : . t r I�0QC/ (NOTES ut clue, I a.po DRAWING ISSUE NO. DATE ISSUED FOR 1 2 3 4 5 6 7 8 9 10 11 12 DRAWING REVISIONS NO. DATE REVISION 1 --- 2 3 4 5 6 7 8 9 10 11 12 THIS APPLICATION IS APPROVED ONLY FOR WORK REMOVE PART OF THE FLOOR H. INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL FROM THE OUTSIDE DECK OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR OUTDOOR PATIO TO BE CONSIDERED AS EITHER BEING APPROVED OR IN - - - - - - - - - - - - - - - ACCORDANCE I I REMOVE EXISTING WINDOW _ o I ' PORTION OF REAR Cionsultants: WALL TO BE REMOVED I Surveyor: _ �.....mmm .._ ..._.......... .. ................. ..... .— --------- Ken Wyochuk II P.O. Box 153 Aquebogue, NY 11931 (III II M Structural Engineer: REMOVE EXISTING WINDOW III 111, -00' Alex Spyrou AES Engineering 630 Fifth Avenue, Suite 2000 PORTION OF WEST I I PORTION OF INTERIOR WALL TO New York, New York WALL TO BE REMOVED — BE REMOVED HER'S Rater: T-91/2" Tom Baccarella _ _— __ _ _ — L KITCHEN NY Building Technology Group 159 Route 25A Building 1, Suite B ?, Muller Place, NY 11764 \\ I y ' Architect of Record: EXISTING POWDER ROOM — I SAAC - RA E / AND PLUMBING FIXTURES TO BE REMOVED 430 Main Street 2nd floor Greenport NY 11944 Contact; Isaac Clay Coffey R.A. II NYS LIC#039767 T. 347-276-6093 E. clay@isaac-rae.com DINING ROOM LIVING ROOM I I Project: I I SOUTHOLD I I 7105 Main Bayview Rd, Southold, NY 11971 ii I I 1 I EXISTING GAS FIRE PLACE Project No.: I I TO BE REMOVED IR-02 - - - - - - - - - ----- -- - - - - - - - - - Seal/Signature: P LIVING ROOM 4 I d i 7 I Date: Scale: AS NOTED Drawing Title: CL M L u �� ry EXISTING PLANS I LO C CT 2 4 2025 ,..' NN Drawing No.: N M N n EXISTING GROUND FLOOR PLAN A� l 00 i NOTES GENERAL NOTE 1. CONTRACTOR TO PROVIDE COORDINATE AND INSTALL NEW REPLACEMENT WIDNOWS IN THE EXISTING BUILDING. REPLACEMENT WINDOWS TO BE"INKIND" SEE WINDOW SCHEDULE FOR DETAILS DRAWING ISSUE 2. CONTRACTOR TO PROVIDE SAMPLE SIDING MOCK-UP FOR OWNER APPROVAL PRIOR TO INSTALLATION ON NEW ADDITION AND EXISTING BUILDING. 3. CONTRACTOR TO PROVIDE IrEMPORARY BRACING PRIOR TO REMOVAL OF EXTERIOR WALL. 0. DATE ISSUED FOR 4. CONTRACTOR TO COORDINATE BRACING WITH ARCHITECT PRIOR TO DEMO & REMOVAL 46-7 1/2" 2 3 4 5 6 7 8 9 2 1 3 1 10 A-301 A-301 11 3'-7 1/2" 17'-9" 12 DRAWING REVISIONS __...:._:........,,....,...:......:------:_:__._.._.__ ___......................................._.._ N0. DATE REVISION 1 06/11/2025 REVISION 1 :...............................................-.--:::.. :_ __.._...-.-.._..-._......__..._--- - 2 A-200 3 PROPOSED ALUM WINDOW 1 PROPPOSED ALUM — 4 -- SEE WINDOW SCHEDULE SLIDIING DOOR + 5 27'-5" SEE [DOOR SCHEDULE DN 6 7 6'-3" 13'-10" T-4" 16'-7 1/2" 1 8 9 PROPOSED EXTENDED PATIO FLOOR/RAILING 10 -iv 11 o _ STOREFRONT ALUM WINDOW, TYP ti 12 SEE WINDOW SCHEDULE i N_ THIS APPLICATION IS APPROVED ONLY FOR WORK I O 8'-3 1/2" T-2 1/2" HSS COLUMN, TYP INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL I SEE STRUCTURAL DRAWING OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR M 2 } EQ EQ EQ 1 TO BE CONSIDERED AS EITHER BEING APPROVED OR IN I _ OWDER R iTH A_PPLIca vIA���. LO-00' NEW ;STEEL i W4BID I re W SECTIONS ABOVE i W3 W - N SEE STRUCTURAL I I 1 34 SF EXISTING OPENING TO REMAIN I �i►S'cQ W3 A DRAWINGS a Consultants: W Surveyor: I Ken Wyochuk - - - - - - - - --- - - - - - - - - - - - - - - - - - - P.O. Box153 I _ I M ? D Aquebogue, NY 11931 LT (a:) M EXISTING GIRDER AND POST {' A-201 1 1 2 CAR GARAGENEW I �° FOYER , A-300 N TO REMAIN j Alex Structural ral Eingineer: I 514 SF AES Engineering g g I A 228 SF 630 Fifth Avenue, Suite 2000 VESTIBUL New York, New York I INSULATED OVERHEAD `o 2 - GARAGE DOOR HER'S Rater: 2 A-201 I SEE DOOR SCHEDULE 25 SF I t EQ EQ I EQ 6, Tom Baccarella r NY Building Technology Group I A $-3 1/�" 159 Route 25A 2 Building 1, Suite B I M z Miller Place NY 11764 A-300 - T1 I 19 co o M W I EXISTING KITCHEN 22A" D Architect of Record: I GARAGE FLOOR PROPOSED ALUM I SAAC - R W/ EPDXY COATING SLIDING DOOR 1 A E �I SEE DOOR SCHEDULE I WEATHER PROOFED PROPOSED T1 430 Main Street 2nd floor EXTERIOR WALL OUTDOOR STAIR W/SIDING, TYP Greenport NY 11944 Contact; Isaac Clay Coffey R.A. I 1 NYS LIC#039767 IT. 347-276-6093 E. clay@isaac-rae.com Project: I 1 T I I SOUTHOLD I PROPOSED WOOD BURNING FIRE PLACE 7105 Main Bayview Rd, Southold, NY 11971 I ----- T1 Project No.: T1 I R-02 I - - - - - Seal/Signature: T1 XN I I T1 PROPERTY LINE PROPOSED NEW DRIVEWAY �D AP" � I AND ENTRY PATH I 3 � I II N OF 2 T1 T1 C�) T1 I Date: Scale: A-200AS NOTED I Drawing Title: PROPOSED PLAN - LEVEL 1 d' I N N I LO N Drawing No.: 0 N M N PROPOSED GROUND FLOOR PLAN 1 1/4"' = 1'-0" 71 NOTES GENERAL NOTE 1. CONTRACTOR TO PROVIDE COORDINATE AND INSTALL NEW REPLACEMENT WIDNOWS IN THE EXISTING BUILDING. REPLACEMENT WINDOWS TO BE"INKIND" SEE WINDOW SCHEDULE FOR DETAILS DRAWING ISSUE 2. CONTRACTOR TO PROVIDE SAMPLE SIDING MOCK-UP FOR OWNER APPROVAL PRIOR TO INSTALLATION ON NEW ADDITION AND EXISTING BUILDING. 3. CONTRACTOR TO PROVIDE TEMPORARY BRACING PRIOR TO REMOVAL OF EXTERIOR WALL. N0. DATE ISSUED FOR 4. CONTRACTOR TO COORDINATE BRACING WITH ARCHITECT PRIOR TO DEMO & REMOVAL 1 2 3 4 5 6 7 8 9 2 1 10 A-301 A-301 11 12 DRAWING REVISIONS NO. DATE REVISION WEATHER PROOFED 1 EXTERIOR WALL 2 W/SIDING, TYP A-200 3 4 OPERABLE EGRESS ALUM WINDOW, TYP 1 5 SEE WINDOW SCHEDULE 27'-5" 18'4" 6 7 6'-3" 13'-10" T-4" 8 ATTIC CRAWL SPACE FOR ASPHALT SHINGLES ROOF 10 HVAC INTEGRATION, TYP THICKNESS OF THE ROOF 11 12 W5 ATTIC CRAWL SPACE FOR HVAC INTEGRATION, TYP THIS APPLICATION IS APPROVED ONLY FOR WORK I - I INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL o OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN Ii I PROPERTY LINETrnM C.L.1 NEW ENTRY FOYEF ROOF BEYOND / I Consultants: C I I6 S Surveyor:B BEDROOM � � Ken W ochuk I BATHROOM y `, I P.O. Box 153 I 227 SF Z Aquebogue, NY 11931 A-201 1 1 N N 7 81 SF ,'' I A-300 co LO Structural Engineer: O , � � T11 Alex Spyrou I T1 AES Engineering I o - 630 Fifth Avenue, Suite 2000 C.L. New York, New York I tco HER's Rater: I 20 SF 2 A-2o1 Tom Baccarella I NY Building Technology Group 159 Route 25A I 2 Building 1, Suite B A-300 - �� ` ` T1 Miller Place, NY 11764 X.o X i IATTIC CRAWL SPACE FOR Architect of Record: I HVAC INTEGRATION, TYP T1N I SAAC - RA E 430 Main Street IN 2nd floor Greenport NY 11944 II Contact; Isaac Clay Coffey R.A. II I T" NYS LIC#039767 I T. 347-276-6093 E. clay@isaae-rae.com T11 I Project: _ I �1 SOUTHOLD I7105 Main Bayview Rd, Southold, NY 11971 I I Project No.: T1 I R-02 ISeal/Signature: I T1 I I T1 I Tg7-�� — I I I 2 T1 T1 T1 T1 Date: Scale: A-ZOO AS NOTED I Drawing Title: a PROPOSED PLAN - LEVEL 2 co I � I O Drawing No.: M N O N ND FLOOR PROIPOSED 4" = 1'4' A� l 02 -WO9 Cl 8 I Co ect�e �- GFI P to io + `� f Outlet it in in Corrected Garage GFI Protection rc.. 1 11.41 504 1 I r i ovrcEts- �, �� --- - - _ __ u M . c sags fl��s�Y�jY APR 1 7 i � I 2025 H �