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HomeMy WebLinkAbout52631-Z of souryo`o Town of Southold * * P.O. Box 1179 �g 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47201 Date: 07/08/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ADDITION AND ALTERATION Location of Property: 1840 Paradise Shore Rd Southold, NY 11971 Sec/Block/Lot: 80.-1-17.1 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 12/02/2025 Pursuant to which Building Permit No. 52631 and dated: 01/27/2026 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: Screened porch addition to existing single family dwelling as applied for. The certificate is issued to: Robert Perfetto,Karen Minichiello Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 52631 06/26/2026 PLUMBERS CERTIFICATION: Aut or' ed ignature 41*0So&' 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#: 52631 Date: 01/27/2026 Permission is hereby granted to: Robert Perfetto 1840 Paradise Shores Rd Southold, NY 11971 To: Construct a screened porch addition to an existing single-family dwelling as applied for.Amended 2/25/26 for a portion of the roof line and decking below. Premises Located at: 1840 Paradise Shore Rd,Southold, NY 11971 SCTM#80.4-17.1 Pursuant to application dated 12/02/2025 and approved by the Building Inspector. To expire on 01/27/2028. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $380.00 CO Single Family Dwelling-Addition/Alteration $100.00 Amendment Fee $0 Total S480.00 Building Inspector �"Of souryo 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#: 52631 Date: 01/27/2026 Permission is hereby granted to: Robert Perfetto 1840 Paradise Shores Rd Southold, NY 11971 To: Construct a screened porch addition to an existing single-family dwelling as applied for. Premises Located at: 1840 Paradise Shore Rd,Southold, NY 11971 SCTM#80.4-17.1 Pursuant to application dated 12/02/2025 and approved by the Building Inspector. To expire on 01/27/2028. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $380.00 CO Single Family Dwelling-Addition/Alteration $100.00 Total $480.00 Building Inspector o��oF so�ryQl � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 �Q �'y�OUNT`1,0c� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Robert Perfecto. Address: 1840 Paradise Shore Rd city: Southold St: NY zip: 11971 Building Permit#: 52631 Section: 80 Block: 1 Lot: 17.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Electrician: 5th Generation Electric License No: 58846ME SITE DETAILS Office Use Only Commercial Indoor X Basement Service Solar Residential X Outdoor X 1st Floor Pool Battery Storage As-built Renovation 2nd Floor Hot Tub EV Charger New X Addition Attic Spa Generator Surveyl IMezzanine Garagel IDock INVENTORY Service 1 ph In-wall Heater Recpt 2 Ceiling Fixtures Smoke Detectors Pump Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures CO Detectors Heater Main Panel A/C Condenser Single Recpt RecessdFixtures 4 Combo Smoke/CO Transformer Sub Panel A/C Blower Range Recpt Ceiling Fan 1 Heat Detectors Salt Gen Transfer Switch Mini Split Dryer Recpt UC Lights Fridge AutoCover ARC Blower Heads Switches 2 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: Rear Screen Porch Inspector Signature: Date: June 26, 2026 OF SOUTyOIo �V 3 � ,L� 9✓' # TOWN O SOUTHOLD BUILDING DEPT. eou 631-765-180� INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE.VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: J(g QA Aiez I-I C d4- 64C—O t I k� 1 , A � DATE INSPECTOR UF SOUT Ll 0 �`�q g � � # f TOWN &SOUTHOLD BUILDING DEPT. °y o � 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) 'fA ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: t1-R<2a r Sc-reeil DATE INSPECTOR �aOF SOUIyo # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 [NSPECTION ' ­ FOUNDATION 1ST/REBAR [ :] ROUGH PL13G..' [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] :FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION . [ ] FIRE RESISTANT CONSTRUCTION [. ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [. ] PRE C/O [ ] RENTAL R MARKS. v.w� 0C./c DATE INSPECTOR i� 2LV00 ICHOLSON RA D - ZEN ! � ,H@GMAIL.COM POST OV,t FICE 13OX 88 JUN 3 0 20T 44O�GUE, NY 11935 PHONE"r 631.513.6589 Daa?ding Dor-Rr'tmertt Town of Southold-Building Department Town Of Soulfficicl June 29th, 2026 53095 Main Road PO Box 1179 ERRED Ape Southold NY 11971 0�5 �-1 E.Ntcti Re: Perfetto Residence N` 0 1840 Paradise Shore Rd Southold, N.Y. 11971 District-1000, Section-80, Block-1, Lot-17.1 s9T 04442'' y0Q� Certification— Framing, Strapping & Footings F OF NEB To Whom It May Concern, During May, 2026 1 inspected the construction at the above noted location. The inspection covered the framing, strapping &footings for the new rear yard screen porch enclosure. Footings: Items inspected included footing depth, size and reinforcement, pier depth, size and reinforcement. The footing and pier work was done according to approved plans and in compliance with the applicable sections of the IRC, NYS and Southold Town Building Codes. Framing / Strapping: Items inspected included lumber type/grade, lumber size, dimensional spacing, framing connections, header sizes, bearing, continuity strapping and integration with the concrete foundation. The framing work was done according to approved plans and in compliance with the applicable sections of the IRC, NYS and Southold Town Building Codes. Result— Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and applicable codes of the IRC, NYS and Southold Town Building Codes. Respectfully Submitted, Zackery E. Nicholson, RA ZEN Design LLC Page 1 of 1 ZACKERY E. NICHOLSON, RA 1.7AA�� V O SON.ARCH@GMAIL.COM POST OFFICE BOX 88 CUTCHOGUE, NY 11935 J U N 3 0 2026 PHONE: 631.513.6589 Town of Southold-Building Departm tiding Department June 29th, 2026 53095 Main Road own of Southold PO Box 1179 �SREc ARe Southold NY 11971 0�5 �.l E.NIch,y'T� Re: Perfetto Residence N� 0 1840 Paradise Shore Rd Southold, N.Y. 11971 ' District-1000, Section-80, Block-1, Lot-17.1 s, 04 423 yT� 4 A0 Certification—Drywells OF NEB To Whom It May Concern, At the request of the property owner, I reviewed the stormwater management provisions serving the roof drainage for the newly constructed screened porch at the above-referenced property.Attached is a plan prepared by this office indicating the locations of the installed drywells. The screened porch roof has an approximate tributary drainage area of 322 square feet. Based on a design rainfall event of 1.0 inch, the anticipated runoff volume is calculated as follows: • Tributary Roof Area: 322 square feet • Design Rainfall: 1.0 inch (0.0833 feet) • Runoff Volume: 322 sq.ft. X 0.0833 ft. =26.8 cubic fleet • Equivalent Storage Volume: Approximately 200 gallons Roof runoff is conveyed to two (2) 50-gallon drywells, each serving approximately one-half of the total roof area. The available subsurface exploration for the site indicates highly permeable native soils consisting primarily of brown sandy loam over brown loamy sand transitioning to medium-to- coarse sand, with no groundwater encountered to the explored depth of approximately 17 feet below grade. These soil conditions provide excellent infiltration characteristics and are well suited for subsurface stormwater disposal. Due to the rapid infiltration capacity of the native soils, stormwater entering the drywell system is able to infiltrate into the surrounding soils as it is received, significantly reducing the reliance on storage volume alone. Additionally, the screened porch is supported on isolated footings and does not include a continuous foundation or slab. The existing ground surface beneath the porch remains substantially pervious, allowing natural infiltration of precipitation reaching the ground. Roof runoff from the new porch is collected and discharged to the drywell system for on-site infiltration rather than being allowed to discharge across the property. The project site is generally level, and based upon the observed site conditions, the highly permeable native soils, the relatively small tributary drainage area, and the on-site infiltration Page 1 of 2 provided by the installed drywell system, it is my professional opinion that the completed stormwater management system provides adequate capacity to manage runoff generated by the screened porch roof and is not anticipated to increase stormwater runoff to adjoining properties or adversely affect existing drainage.patterns, Should you have any questions or require additional information, please do not hesitate to contact my office. Respectfully submitted, Zackery E. Nicholson, RA ZEN Design LLC Page 2 of 2 FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) ------------------------------------ FOUNDATION (2ND) z 0 CSC' 0 y ROUGH FRAMING& PLUMBING 1 v 0 r INSULATION PER N.Y. STATE ENERGY CODE r _ J M45 SIR L FINAL ADDITIONAL COMMENTS (D" ;t Z d,: O s 8 P-v Co re c. 0 0 T', o z (� \rn C QV� � rn b x d b �I v=-,' TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.Rov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspecton, 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 form(Page,2)shall be completed. Date:12.01.25 OWNER(S)OF PROPERTY: Name:Bob & Karen Perfetto I .SCTM#-100-0--8071-17..1 Project Address:1840 Paradise Shores Rd - Southold, NY 11971 ---------- Phone#: Email: Mailing Address:1840 Paradise Shores Rd - Southold, NY 11971 CONTACT PERSON Name:Zackery E. Nicholson, RA Mailing Address:PO Box 88 - Cutchoque, NY 11935 -Phone-M-631.1.51-3.65819 Email ZENicholson.Arch@gmail.com DESIGN PROFESSIONAL INFORMATION: Name:Zackery E. Nicholson, RA T-------------------- --------- Mailing Address:PO Box 88 C.- 1-1--.1- ---------- - UtC hqque, NY 11935 Phone Email:ZENichol-son..A-rch@g.mail.com.--- CONTRACTOR INFORMATION ; Name:TBD Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED'CONSTRUCTION. EINewStructure ®Addition E]Alteration E]Repair F-IDemolition Estimated Cost of Project: Elother $30,000 Will the lot be re-graded? E]Yes W No Will excess fill be removed from premises? E]Yes NNo PROPERTY INFORMATION Existing use of property:Sin le Family Intended use of property:Sin le Famll._- _ _ _g._.. __-_._ v_ . _._ __.. _- ---___- - _g . _ _-_ _ -_y 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. ,Check BOX After.Reading The owner/contractor/design professional is responsible for ali drainage and storm water issues as provided by, Chapter236 of the Town Code. APPLICATIOU IS HEREBY MADE to the Building Department for the issuance of a Building Permit'pursuant to the Building Zone. Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply.with all applicable laws,ordinances,building code,- housing code and regulations and-to admit authorized inspectors on premises and in building(s)for,.necessary inspections.False.statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New.York State Penal Law Application Submitted By(print name):Zackery E. Nicholson, RA BAuthorized Agent ❑Owner Signature of Applicant: �� Date: - CONNIE-D:BUNCH Notary Public;State of New York STATE OF NEW YORK) No.01 BU6185050 Qualified In Suffolk County COUNTY OF v SS: Commission Expires April 14,2D D ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (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 "ay of 20a'� Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I� Robert Perfetto residing at 1840 Paradise Shores Rd -Southold, NY 11971 do hereby authorize Zackery E. Nicholson to apply on my behalf to the Town of Southold Building Department for approval as described herein. leq4 � November 23, 2025 Owner's Signature Date Robert Perfetto Print Owner's Name 2 iQECE VE �,%%SFF �C0 BUILDING DEPARTMENT- El ical Inspector ��O G'y�► TOWN OF SOUT Town Hall Annex- 54375 Main d - W Bo 81 R49 co • Southold, New York 11971-0959 ent oy�O1 �ap� Telephone (631) 765-1802 - FAX ( I ' 'a�- void rogerr(a�southoldtownny.gov - seand(ab_southoldtownnygov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: ,S-AQ'- 26 Company Name: J�� G Electrician's Name: ri License No.: Elec. email: h ►o 9 a// Elec. Phone No: .,plq-q request an email copy of Certificate of Compliance Elec. Address.: T ' / ;v JOB SITE INFORMATION (All Information Required) Name: 6 Address: P ra ; Aor Cross Street: N. Soy y v; Phone No.: (�31- f - Bldg.Permit#:(5'07,6'- email: , A r,+�..at.•,,,�4.Gti` / Gp Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Pleasd,-Print Clearly): SG �oI P.rG h o��'?%'va t✓:�'� E�� I 'IA'� Fa n1,a SW;fi s and I TV ov s:r Square Footage: ;a, o Circle All That Apply: Is job ready for inspection?: YES ❑NO Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES 5CIO 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 n 1 R2 H Frame Pole Work done on Service? Y DN Additional Information: PAYMENT DUE WITH APPLICATION i�d �11 oU 'Pkc ft ;,, fQj `ate al Inspector BUILDING DEPARTMENT- El left ic TOWN OF SOUT n� 2 z Town Hall Annex- 54375 Main d - Box8 ?�02 1 79 u Southold, New York 11971-0959 ��pryf Telephone (631) 765-1802 - FAX ( � �' -'`�`? I�i t (a�southoldtownny.gov -- seand(cr�southoldtownny.g ro err ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: 5'fA (r. ' Electrician's Name: �v A. rp' License No.: " ' Elec. email: h ►o .9 a� Elec. Phone No: .�� request an email copy of Certificate of Compliance Elec. Address.: a, j/ T' ' / 'y JOB SITE INFORMATION (All Information Required) Name: Address: Cross Street: /`/, &A y v1, Phone No.: �O3! - t Bldg.Permit#: ,�'a 6'� email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Pleases;Print Clearly): SG>r o&-d AveGh Av)o1,t-'vn v f"X�E�1� ! ��l�i Fa►'Il,- 5, ,I-t s and I TV. 0419 Square Footage: a, Q Circle All That Apply: Is job ready for inspection?: YES ❑ NO NrRough In ❑ Final Do you need a Temp Certificate?: ❑ YES 5dAO 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 n 1 FJ2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION �?(� - -6 ;mod uu sec f a� PERMIT# Address: Switches Outlets 1 GFI's Surface Sconces 1 V� H H's I1 � �� UC Lts Fridge HW POOL Fans Mini Fr. W/D PanelPump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments SITE CALCULATIONS SITE PLAN DRAWN BASED ON SURVEY BY ZONING DISTRICT: R-40 KENNETH M.WOYCHUCK LAND SURVEYING, PLLC LOT SIZE=10,839.08 SF LAST DATED 05.25.20 LOT COVERAGE: • LOT COVERAGE ALLOWED=20%OF 10,839 SF=2,167 SF • EXISTING LOT COVERAGE=1,813 SF+220 SF(POOL)=2,033 SF ZEN DESIGN • PROPOSED LOT COVERAGE ADDITION =134 SF POST OFFICE BOX 88 • PROPOSED TOTAL LOT COVERAGE=2,167 SF CUTCHOGUE,NY 11935PHONE:631.513.6589 GROSS FLOOR AREA(GFA): • GFA ALLOWED=LOTS UP TO 20,000 SF THE ALLOWABLE IS 2,100 SF+12.5%OF TOTAL EXCEEDING 10,000=2,205 SF Then plans am cWdoted and ere subject to coppW row• EXISTING GFA=t1,400 SF „IratAct, 7WLn as an� l�odD I b�t,,,andkno tbpydght Act,17 U.S.O.as amemsa lTacember 11190 and known • PROPOSED GFA ADDITION OF SCREEN PORCH = 250 SF pmtectlon but notUmltedlo eoram as es the amengemem etM mmposiUon of spaces and ekmams o/ deslp.Unde r suM pmteetIM unautharlwd use of these plans, • PROPOSED TOTAL FA=t1,650 SF work or heme mp—.tnd,eon tegWy—tt In the—radon at construction or bolldinp beingalmd ami/or monetary compensation to ZEN DESIGN I.I.C. NO. ISSUE DATE 01 SDI 11.1125 02 PERMIT SET 12.0125 03 PRICING SET 12.2125 04 PRICING SET REV 1 02.0326 05 SITE PLAN AMENDMENT 06-19.25 N 69 ° 18'40" E 145.25' o � } -v DEW 50 GALLON DRYWELL I RED A R v S sTY FRM 9 5 5.0 —PROPOSED 90 SF ADDITION v (LL` G.NiC y�-X I IXISi. PROP / I EXISTING DWELLING ----------- / —� TO EXISTING DECK 4v C1 WOOD 3SEDROOM / t^ I �,^ m DECK 81840 j/ 1 1 —PROPOSED ROOF EXISTING VO f l OVER EXISTING AND SO'x22'cn Q PROPOSED ADDITION POOL _ N y Z EXISTING = I WOOD DECK r1/�i i uoS 35.O'REAR YARD SETBACK aa4a23 39.8'PROPOSED m I 44.8'IXISTING � �F NE� L ____________ ______ � ---- 54.3'EXISTING i O —NEW 50 GALLON DRYW ELL N PE R FETTO i RESIDENCE v /O(\ _ ��❑❑❑❑E* m� 1840 PARADISE SHORE RD DRIVEWAY O V SCTM�1{000-80-OLD,NY 1011?17.1 i i Z i w, �� SCALE: !/1gn_1G-0• `V N 30 + /+ 6 DATE: 12.2125 20 0 - ' V, C DRAWN BY: Z.E.N. �LP90�f� N 69 ° 48'40" W 143.84' ����� ®apartment SITE PLAN & ZONING CALCULATIONS n SP—.100 N CONSTRUCTION NOTES WIND FRAMING NOTES PLAN CONTENTS APPROVED AS NOTED L THE INFORMATION WITHIN THIS SET OF CONSTRUCTION DOCUMENTS IS RELATED TO BASIC DESIGN L RIDGE-TO4tAFfER ASSEMBLY: OCCUPANCV CLASSIFICATION RESIDENTIAL DATE: 5 a�31 INTENT AND FRAMING DETAILS M THEY ARE INTENDED AS A CONSTRUCTION AID,NOT AS A SUSSTIE 1-1/4'X 20 GAUGE STRAP SHALL BE ATTACHED TO EACH PAIR OF RAFTERS IN ACCORDANCE TO B.P. FOR GENERALLY ACCEPTED GOOD BUILDING PRACTICE AND COMPLIANCE WITH CURRENT NEW YOWL TABLE 30.WHEN A COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP THE NUMBER OF 10d COMMON BUILDING HEIGHT PROPOSED RIDGE-t18.5'ABOVE AVERAGE GRADE STATE BUILDING CODES THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING STANDARD NAILS REQUIRED IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE RECOMMENDED g D° *\V BY CONSTRUCTION DETAILS AND PROCEDURES TO ENSURE A PROFESSIONALLY FINISHED, NUMBER OF NAILS IN THE STRAP. DESIGN CRITERIA CODE 2020 RESIDENTIAL CODE&2020 NYS ENERGY CODE STRUCTURALLY SOUND AND AWEATHERPROOF COMPLETED PRODUCT, 2. RAFTER-TO-WALL ASSEMBLY: FEE 2 ALL CONSTRUCTION TO CONFORM TO THE DESIGN OF THE 20181RC AND 201740L9 SUPPLEMENTS LATERAL FRAMING AND SHEAR WALL CONNECTIONS FOR RAFTER,CEILING OR WALL TO TOP PLATE 3 THE MEETS GENERAL CONTRACTOR FEDERAL,STATE,COUNTY D LOR ENSURING THAT ALL WORK AND CONSTRUCTION SHALL OfAL CODES,ORDINANCES AND REGULATIONS,ETC. STUDS BE IN BELOWA,RAFTERS OR TRUSSES SHALL BE ARDANCE TO TABLE 3.3.WHEN A TTACHED TO THE OR R ALL TOP PLATE D THE DO NOT FALL IN LINE WITH SING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES NOTIFY BUILDING DEPARTMENT AT THESE CODES ARETO BE CONSIDERED AS PART OFTHE SPECIFICATIONS FOR THIS BUDDING AND WALL TOP PLATE SHALL BE ATTACHED TO THE WALL STUD WITH UPLIFT CONNECTIONS ROOF DESIGN LOAD CALCULATIONS EXIT.BALCONIES GO SHOULD BE ADHERED TO EVEN IF IN VARIANCE WTINTHE PLAN OVERHANGING THE RAKE SIDE OF THE BUILDING SHALL BE CONNECTED WITH UPLIFT (LIVE LOADS PSF) DECKS 40 631-765-1802 8AM TO 4PM FOR THE ZEN DESIGN 4. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALED DRAWINGS(DO NOT SCALE DRAWINGS) CONNECTIONS IN ACCORDANCE WITH TABLE 33e. ATTICS W/O STORAGE SO S. THE DESIGNER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION AND ASSUMES NO 3 WALL-TO-WALL ASSEMBLY: FOLLOWING INSPECTIONS: POST OFFICE BOX 88 RESPONSIBILITY FOR CONSTRUCTION COORDINATING WITH THESE PLANS,NOR RESPONSIBILITY FOR WALL STUDS ABOVE AND STUDS BELOW A FLOOR LEVEL SHALL DE ATTACHED WITH UPLIFT ATTICS R STORAGE 20 CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY CONNECTIONS IN ACCORDANCE WITH TABLE 330.WHEN WALL STUDS ABOVE DO NOT FALL IN LINE ROOF(GROUND SNOW LOAD) PER NYSE 3018 CIJTCHOGUE,NY i1935 ROOMS(OTHER THAN SLEEPING) 40 PREPARATIONS AND PROGRAMS IN CONNECTION WITH THE WORK.THERE ARE NO WARRANTIES FOR WITH STUDS BELOW,THE STUDS SHALL BE ATTACHED TO A COMMON MEMBER IN THE FLOOR ROOMS(SLEEPING) 30 FOUNDATION-fWO R EO UI R ED PHONE.831.513.8589 A SPECIFIC USE EXPRESSED OR IMPLIED INTHE USE OFTHESE BANS ASSEMBLY WITH UPLIFT CONNECTORS IN ACCORDANCE WITH TABLE 3.3. STAIRS 40 FOR POURED COiVCRETE 6. REFER TO THE WINDOW AND DOOR SCHEDULE FOR EXTERIOR OPENINGS. 4. WALL ASSEMBLYTO FOUNDATION: GUARDRAILS(ANY DMECTION) 200 i 7. THE GENERAL CONTRJLCTOR IS TO ENSURE THAT MASONRY OR PREFABRICATED FIREPLACES MEETS FIRST WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION,SILL PLATE,OR BOTTOM PLATE EXPOSURE CATEGORY DESIGN FOR CAT.C ROUGH-FRAMING&PLUMBING I OR EXCEEDS MANUFACTURES SPECIFICATIONS AND APPLICATION CODES WITH UPLIFT CONNECTORS,STEEL STRAPS SHALL HAVE A MINIMUM EMBEDMENT OF 71NCHES IN S THE GENERAL CONTRACTOR 15 TO CONSULT WTT H THE OWNER FOR ALL BUILT4N ITEMS SUCH AS CONCRETE FOUNDATION AND SLAB-ON-GRADE,15 INCH ES IN MASONRY BLOCK FOUNDATIONS,OR BOOKCASES,SHELVING,PANTRY,CLOSETS,TRIMS,ETC. LAPPED UNDER THE RATE AND NAILED IN ACCORDANCE WITH TABLE 330.WHEN STEEL STRAPS INSULATION Tn...pl..-mppw d md.m I d ro Wed 9. WIND LOAD REQUIREMENTS SHALL BE TAKEN INTO ACODUNT DURING CONST RUCTION WASHERS ARE LAPPED UNDER THE BOTTOM PLATE•3 INCH SQUARE WAERS SHALL BE USED WITH THE LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION DETALL PAGE pmucU.n o wwk'maa5�c Lox of N.m•mNNueur l ANCHOR BOLTS ANCHOR BOLT SPACING IS TO BE SPACED AND Sam IN ACCORDANCE TO TABLE (ROOF-FOUNDATION) AND GENERAL NOTES C.py,W Aci 17 DAQ.u mnmNad Daene.r IM m l kmm FOUNDATION NOTES 3.2m IN ADDITION TO SPACING,ANCHOR BOLTS ARE TO BE SPACED BETWEEN 6-12 INCHES FROM FINAL-CONSTRUCTION MUST .Alddl. I Wolfe CopIW Prot.dl.n Act d IM TM THE END OF A SILL PLATE AND ALL CORNERS NAILING SCHEDULE- SEE GENERAL NOTE PACE 5. TYPEIE)IlERIOR SHEARWALL CONNECTIONS: WWMion g-dMhmtIImXNrodo av_formuwee TYPETE111O EXTERIOR LLCONB CITON&MINIMUM OF HNC(WOOD STRUCTURAL PANEL ON THE BE COMPLETE FOR C.O. dWgn.0 cmwnLmft m,g thcdmdmaf hm,.ms, i31 EGRESS SEE FLOOR MANS WINDOW SCHEDULE �mkm h'md mp ..t.d,m, .g.IIy r.dmo!Na..plm., r.prumleN,e.n I.(�dIY ruWl In tlm m.vUm o1 1. THE GENERAL CONTRACTOR AND MASON TO RENEW PLANS,ELEVATIONS,DETAILS AND NOW TO EXTERIOR ATTACHED WITH Sd COMMON NAILS AT 6'O.O.A THE PANEL EDGES AND 12 O.C.IN THE mnsbuGlan.I3.114MO b.I.S..U.d MCl/.m.Mm DETERMINE INTENDED HEIGHTS OF FINISHED FLOOR(S)ABOVE TYPICAL GRADE FIELD,AND I INCH GYPSUM WALLBOARD ON THE INTERIOR ATTACHED WITH Hid COATED NAILS AT FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFYA 72 AND NYS Rau ITC. ALL CONSTRUCTION SHALL MEET THE mmpen.Um romYAJESIGN LL4 S. PPRROVVIIDEE JNEXPANSION JOINT MATERIAL BETWEEN CONCRETE SLABS AND ABUTTING CONCRETE OR REQUIIRDISTURBED(VIRGIN)SOILC.PEMENTS ANEL EDGES SPECIFIED DED�pgLE THE FIELD SHALL BE IN A000RDANCE WTRH THE LENGRt (SMOKE 6 002 DETECTORS) CARBON MONOXIDE ALARMS TO COMPLY WITH p3LR ARC REQUIREMENTS OF THE CODES OF NEW 4 a�wW LLSCONCRETE ReLLSBBRING 1EINGATTACCRmTOEXISTING NCo UNHEATED NCCRETES�TRUCTURESHALL13E S. TM�Y'PE It�IIEXTEF RSHEARWALLSSIALLMEETTHEREQUIREMENTSOFTABLE3.150-6TIMESTHE ENERGY CALCULATIONS 20201ECC YORK STATE. NOT RESPONSIBLE FOR RIOR SHEARWALL CONNECTIONS: N0. ISSUE DATE INSTALLED WITH 15 RE416A 1W LONG AT I2'D.C.USE APPROVED EPDXY FOR INSTALLATION. APPROPRIATE LENGTH ADJUSTMENT FACTORS IN TABLE 3.16 DESIGN OR CONSTRUCTION ERRORS S UNLJSSOTHERWISE NOTED,ALL SLABS ON GRADE T SH'TO 7. INTERIOREARWALLCMNECTIONS: 01 SDI 1Li1.25 THICK SAND OR GRAVEL FILL WITH Gn8 WIRE MESH REINFORCING.INTERIOR SLABS TO BE MINIMUM 4' ALLOWABLE SIDEWALL LENGHHS PROVIDED IN TABLE 314 SHALL BE PERMITTED TO BE CLIMATIC&GEOGRAPHIC DESIGN CRITERIA THICK ALL FILL TO BE COMPACTED TO 95%RELATIVE DENSITY WITH 81NCH MAXIMUM LIFTS(LAYERS} INCREASED WHEN INTERIOR SHEARWALLS ARE USED.SHEATHING AND CONNECTIONS SHALL BE IN .. 02 PERMIT SET 12.01.25 6. CRAWL SPAC ESTO BE PROVIDED WITH A MINIMUM 18'x24'ACCESS OPENING.INSTALL ONE Sx16 ACCORDANCE WITH 2.4A.2 AND 22A RESPECTIVELY. CAST IRON FOUNDATION VENT FOR EVERY 150 SQ/FT OF AREA & CONNECTIONS AROUND EXTERIOR WALL OPENINGS: GROUND WIND SEISMIC FROST WINTER ICESNIEED FLOOD 7. DAMPROOF EXTERIOR OF FOUNDATION WITH BITUMINOUS COATING AS REQUIRED BY CURRENT N.Y.& HEADER AND/OR GIRDER CONNECTIONS SHALL BE ATTACHED WITH UPLIFT CONNECTIONS IN SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMEM RESIDENTIAL CONSTRUCTION CODE A 6-MIL POLYETHYLENE FILM SHALL BE APPLIED OVER THE ACCORDANCE WITH TABLE 3.6 WINDOW SILL PLATES SHALL HAVE CONNECTIONS IN ACCORDANCE LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS COMPLY WITH ALL CODES OF BELOW GRADE PORTION OF EXTERIOR WALLS PRIOR TO BACKFILUNG. WITH TABLE 36 20 PSF 190 B SEVERE 3 FT. MDODUTE .JMffTU 11' NONE - & DRAINAGE AS REQUIRED BY CURRENT NYSE.RESIDENTIAL CONSTRUCTION CODE 9. CATHEDRAL CEILING ASSEMBLY. '°"D Vy NODE TE NEW YORK STATE&TOWN CODES WHERE A FUDGE IS TO BE USED AS A STRUCTURAL BEAM,THE RAFTERS SHALL EITHER BE EACHNOTC RA AND ANCHORED ON THEOP OPEN BEAM OR SLOPE OF CONNECTIONS STALL CT ATTACHEDTO FRAMING AND FASTENER INFORMATION A REQUIRED AND CONDITIONS OF FRAMING NOTES EACH RAFT WALL HALL EATTA ATTACHED WITH THE ABOVE REQUIRE ENT& CONNECTIONS TO THE FUDGE AND WALL SHALL BE ATTACHED WITH THE ABOVE REQUIREMENTS. 1 ALL FRAMING TECHNIQUES AND METHODS AS PRESCRIPTIVE DESIGN OF CURRENT SBC HIGH WIND MARK LOCATION SMPSON TIE B INSTALL NOTES ` SOUTHOLD TOWN ZBA ADDITION HERWIS NOTED,MING ALLION DECK & COVERED PORCH NOTES SOUTHOLDTOWNPLANNINGBOARD 2 UNLESS OTHERWISE NOTED,ALL FRAMING AND STRUCTURAL WOOD MATERIAL TO BE AJ2+BTR. 1 ROOF RIDGE LSTA/15 EVERY RAFT IRO GA-1}'x 1S DOUGLAS FAR. 3' FLOORS,WAILS,CEILINGS AND RAFTERS TO BE SPACED AT 16"O.C.UNLESS OTHER WISE NOTED. 2 RAFTER/WALL LsrN16 EVERY RAFT GA_1}•:SB SOUTHOLD TOWN TRUSTEES CCS4. UNLESS OTHERWISE NOTED,ALL BEARING WALL HEADERS TO BE(2)2x1O B2+E TR DOUG.FIR L UNLESS OTHERWISE NOTED,ALL FRAMING MATERIAL TO BE 01 ACQ PRESSURE TREATED LUMBER BEARING WALL HEADERS TO HAVE(2)JACK STUDS D(2)FULL LENGTH STUDS ON EACH SIDE OF ALL ALL FASTENERS,HANGERS AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL. • OPENINGS LVL HEADERS TO HAVE(3)JACK STUDS AND(2)FULL LENGTH STUDS ON EACH SIDE OF 2. GIRDERS FOR DECK JOISTS TO BE BOLTED TO EACH POST WITH WASHERS AND NUTS GIRDERS ON 3 WALL/WALL LSTA(21 EVERY STUD 20 GA.1}'x 21 OPENINGS BEARING WALL WINDOW SELLS SHALL ALSO HAVE(2)WINDOW SILL RATES FOR 2x4 WALL CONCRETE PIERS SHALL BE ANCHORED WITH PROPER STEEL CONNECTORS ANCHORED INTO ' OPENINGS BETWEEN 4%V AND 614P AND 2x6 WALL OPENINGS BETWEEN 5'-it'D W-W.PROVIDE CONCRETE WITH A MINIMUM 7J INCH DIA x 7'LONG ANCHOR BOLTS AND WASHERS D NUTS 4 WALL/BASE M RSP48+M EVERY STUD 20 GA-2}'x 47J CIAI ITIJOI iT p/T - FIRE STOP AND BLOCIONGWHERE APPLICABLE 3 POSTS SUPPORTING GIRDERS SHALL BE ANCHORED TO A+9°+W x THICK CONCRETE FOOTING.USE JV ;nLU f�/ 6 ALL FLUSH BEAMS/HEADERS TO BE INSTALLED WITH HEAVY DUTY GALVANIZED HANGERS D A MINIMUM Ij DU x B'LONG ANCHOR BOLT WITH WASHERS AND NUTS,FOOTINGS SHALL BE 3 FT. 6 BASE PL/FOUND B AHCHORS 4'-W O.C. ADD AS NEEDED ANCHORS WHERE APPLICABLE TO ALL CONNECTING JOISTS 1 BELOW GRADE PORCHES WITH COVERED ROOFS SHALL HAVE 12'DA CONCRETE PIERS FOR THE 6 DOUBLE UP FLOOR JOISTS UNDER WALLS THAT RUN PARALLEL TO THE FLOOR JOINTS AND UNDER GIRDERS. RM WATER RUNOFF BATHTUBS FLOORS TO HAVE CERAMIC TILE INSTALLED SHALL BE VEFURM FOR PROPER LOAD 4. DECK JOISTS TO HAVE BLOCKING AT W-O'O.C. ALL TIES TO BE SIMPSON STRONG TIES OR EQUNALENT CAPACITY UNLESS NOTED ON PLANS S. A MINIMUM OF 10 INCH FLASHING SHALL BE INSTALLED BETWEEN THE BUILDING AND LEDGER - ALL FRAMING TO BE FASTENED IN CONFORMANCE wrrH: ELECTRICAL ERE D A R C-A .PROVIDE(2)13/4'THICK MICROLAMS(HEIGHT TO MATCH FLOOR JOISTS)MOUND STAIRWELL ARC CODE ING TO P SUANT TO CHAPTER 236 L. AND/OR OTHER ACCESS OPENINGS UNLESS OTHERWISE NOTED(TYPICAL} LEDGER TO BE FASTENED TO BUILDING WITH Ij INCH DUL BOLTS WITH WASHER AND NUTS WHERE TABLE DE-2 20 GENERAL \y NEEDED. INSPECTION REQUIRED OF ETOWN.CODE. S."��y ,rF S WHEREAS RUNNING UP FLOOR RAPIERS ARE TO BE SUPPORTED BY DOUBLE RAPIERS ON EITHER SIDE 6. CONCRETE PIERS SHALL BE A MINIMUM 6'ABOVE GRADE TABLE R602.3(9)-FRAMING - �.�WHERE APPLICABLE UNLESS OTHERWISE NOTED. TABLE R8026(9)-FIRAMING-ROOF �/ O 7. ALL JOISTS TO BE SUPPORTED WITH HANGERS AND ANCHOR BOLTS EACH JOIST SWILL ALSO BE t9. PROVIDE BLOCgN6/BRIDGING IN FLOOR JOISTS AT 8'-0.O.C..USE SCUD BLOCKING IN FLOOR JOISTS Q• C � ANCHORED TO GIRDER(5} is UROVIiEIN BEARING WALLS S. COVERED ROOFS SHALL BE ASSEMBLED AND ANCHORED THE SAME MANNER AS A TYPICAL PER SPEC SPUDI 130M C+NYS 2O206UPPLF7KEMAL DESIGN- S0.PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS.INSTALL DRAFT BLOCKING AS BUILDING. WIND SPEED IS 130 MPH NEEDED. N Z SL UNLESS OTHERWISE NOTED,ALL ROOFS AND WALLS TO HAVE A MINIMUM Ij'THICK,4 PLY FIR COX 1 EXTERIOR SHEATHING GRADE PLYWOOD.PLYWOOD TO COVER OVER RATES AND HEADERS PLUMBING NOTES NAILING SCHEDULE _ II !2.UNLESS OTHERWISE NOTED USE r THICK T&G PIS FIR OR ADVANTECDH PLYWOOD SUBELOOR ADHERED WITH PL400 ADHESIVE AND SCREWEDTO FLOOR JOISTS,FINISHED FLOOR TO BE INSTALLED I OVER SUBFLOOR AS PER MANUFACTURE'S INSTRUCTIONS 1. ALL WATER SUPPLY,DRAINAGE AND VENTING TO BE INSTALLED AS PER N.YS.RESIDENTIAL ROOF FRAMING:PER 20201RC-CHAPTER 8 13.ALL BATHROOM WALLS TO HAVE)f THICK M0ISURE-RSIsTMNT SHEETROCL GARAGE WALLS D CONSTRUCTION CODE WALL FRAMING:PER 20M ITC-CHAPTER 8 / s .�4 4 4 Z3 CEILINGS AND OVER FURNACE TO HAVE r THICK TYPE-X SHEETROM ALL OTHER PARTS OF BUILDING 2. VERIFY SEPTIC SYSTEM WITH THE ENGINEER FOR SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL FLOOR FRAMING:PER 2020IRC-CHAPTER 6 3. IF WALL STUDS,PLATES OR JOISTS ARE CUT OUT DURING INSTALLATION FOR ANY PLUMBING RELATED ROOF SHEATHING:PER 20201RC-CHAPTER 8 9 T �l0 TO HAVE REGULAR Ij'6HEETROCK ALL WALLS TO BE TAPED AND FINISHED. WORK,PROVIDE ADEQUATE BRACING AND PLATES TO PROTECT AND SECURE THE STRUCTURE VERIFY CEILING SHEATHING:PER 2020IRC-CHAPTER 8 New York State Law F O F N E`N 14.ALL ROOF WITH A PITCH LESS THAN 4:12 SHALL BE INSTALLED WITH AN ICE&WATER BARRIER OR WITH THE STATE CODE AND MANUFACTURE'S RECOMMENDATION FOR MAXIMUM HOLE S�AND WALL SHEATHING:PER 2020 INC-CHAPTER 7 You Must Call 811 APPROVED EQUAL FLAT ROOFS SHALL BE APPLIED WITH A FIBERGLASS BASE SHEET WITH AN EPOM SPACING PERMITTED, FLOOR SHEATHING:PER 20201RC-CHAPTER 5 TORCH DOWN TYPE MATERIAL OVER. �I�} 16 ALL SLLRAD WITH AWOOD SILL ANDITH conaRETETO BE RMITESIELD OR EQUAL TO HVAC NOTES ROOF SHEATHING REQUIREMENTS FOR WIND LOADS Before You Dig PERFETTO BE INSTALLED WITH A FOAM SILL GASKET AND CORE TFX TERMITE SHIELD Oil APPROVED EQUAL ELECTRICAL NOTES L MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODES AND SHEATHING LOCATION NAIL SPACING AT MAIL SPACING ATINTERMEDIATE RESIDENCE SAFETY REQU RACTOR. PANE.EDGESN0G' SUPPORTS COMMON S"O.C.ANEL FIELD PROPERTY LOCATION MAP L ALL ELECTRICAL TO BE INSTALLED AS PER N.YS.RESIDENTIAL CONSTRUCTION CODE 2 EQUIPMENT MENT SUPPLIER. ISTO FULLY COORDINATE ALL SYSTEM DATA D REQUIREMENTS WITH THE 4'PERIMETER !W COMMON 8°O.O. 80 COMMON®8.0.O. 2. ALL ELECTRICAL WORK SHALL BE APPROVED BY A QUALIFIED UNDERYVpRER. HVAC SUBCONTRACTOR EM SUPPI EDGE ZONE 1B40 PARAD,NY HORE RD 11 71 3. ALL ELECTRICAL WORK TO COMPLY WITH 2O14 NEC. 3 GENEALN TN PROVIDE FIVIALSYSTEM LAYOUT DRAWING AND SUBMIT TTOTHE INTERIOR ZONE 8d COMMON 68°O.C, Sd COMMON 612'O.O. SOUTHOLD,NY 11971 GENERAL CONTRACTOR AND OWNER FOR FINAL REVIEW AND APPROVAL _ 4. INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS THROUGHOUT AS PER SECTION (ABLE 8d COMMON G 4 D.C.Sd COMMON®4TRUSS RAKE 'O. 'O.C. ,`'? SCTMM 1000-80-01-17.1 R313 AND R318 OF DEC. AND RAKEKE TRIES y ENERGY NOTES SOIL NOTES WALL SHEATHING REQUIREMENTS FOR WIND LOADS SCALE Nrs L THIS DESIGN COMPLIES WITH THE 20181RC ENERGY CODE AS A PRESCRIPTIVE DESIGN L NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS SHEATHING LOCATION NAIL SPACING AT NAIL SPACING AT INTERMEDIATE DATE: 12.01.25 2. THE DESIGN CONSTRUCTION SHALL COMPLY WITH SECTION R402 OFTHE 2019IRC. PRIOR TO FILL REMOVE AND ADD ADDITIONAL FILL AS NEEDED. PANEL EDGES SUPPORTS IN THE PANEL FIELD 2. COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR DENSITY(PER ASIM D 698 AND ASM 4'EDGE ZONE Sd COMMON Y 6'O.O. Sd COMMON 0 12'O.O. ') " DRAWN BY: Z.EN. D 1557).COMPACT THE SOIL AT 12'LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL TESTED BY A ) �� F I R E B LO C K 1 N G NOTES PROFESSIONAL AGENCY FOR COMPACTION. INTERIOR ZONE Bd COMMON•G.O.C. Sd COMMON 012-O.C. 3 DO NOT BACKFlLL UNTIL FIRST FLOOR DECK CONSTRUCTION,INCLUDING SIBFLOOR,IS COMPLETE HEADER CHART FlREBLOCKING REQUIRED-BY CURRENT NYS RESIDENTIAL CODE FIREEILOCKING SHALL BE PROVIDED TO CUT OFF AL CONCEALED DRAFT OPENINGS(BOTH VERTICAL AND OTHER NOTES ~� E. HORIZONTAL)AND TO FORM AN EFFECTIVEFIRE BARRIER BETWEEN STORES,AND BETWEEN A TOP HEADERS (2)2x6 (2)2x8 (2)2x10 (2)2XU -' STORY AND THE ROOF SPACE FlREBLOOKING SHALL 8E PROVIDED IN WOOD4RAME CONSTRUCTION I �, -. •t,' THE FOLLOWING LOCATIONS L PROVIDE p TYPE-X SNEETROCK FIRE STOPPING AT 10'-0'MAXIMUM DISTANCES FOR NON SUPPORTING: CAN SPAN: ,_ _t "•IAa GENERAL L IN CONCEALED SPACES OF STUD WALLS D AREAS.PARTITIONS,INCLUDING FURRED SPACES,AT THE ACCESSIBLE AR CEILING AND FLOOR LEVELS.CONCEALED HORIZONTAL FURRED SPACES SHALL ALSO BE 2. USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPLE PROTECTIVE COATING FOR CONTACT ROOF ONLY 4'TO 6' 6'TO 8' 8'TO 10' 10'TO 12' r FIRESLOCKED AT INTERVALS NOT EXCEEDING 10 FEEL BATTS OR BLANKETS OF MINERAL OR WITH ACQ. GLASS FIBER SHALL BE ALLOWED AS FIREBLOCIONG IN WALLS CONSTRUCTED USING PARALLEL 3. INSTALL 1-CO2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 1 STORY W 4'TO 6' &TO 8' 1 8'TO i0' _ L. ROWS OF STUDS OR STAGGERED STUDS. ` 2 AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS 2 STORY - - 4'TO 6' 1 6-TOW - OCCUR AT SOFFITS,DROP CEILINGS AND COVE CEILINGS 3. IN CONCEALED SPACES BETWEEN S STRINGERS AT THE TOP AND BOTTOM OF THE RUN. 0 ENCLOSED SPACES UNDER STAIRS SHALL CURRENT COMPLY WITH RRENT NYSE.RESIDENTIAL CODE FOR SPANS OVER 4'WIDE,HEADER REWIRES 2'MIN.SOLID ROTES 4. AT THE OPENINGS AROUND VENTS,PIPES D DUCTS AT CEILING AND FLOOR LEVEL,TO RESIST 7 - r BEARING AT EACH END DOWN TO FLOOR OR BOTTOM RATE `T _ _ iI THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. 'PLYWOOD SPACERS ARE USED FOR 2X MEMBERS TO MATCH 2X4 jji. S. FOR THE FlRESLOCKING OF CHIMNEYS AND FIREPLACES,AS REQUIRED BY CURRENT NYSE. •RESIDENTIAL CODE OR 2XB STUD WIDTHS. SITE CALCULATIONS SITE PLAN DRAWN BASED ON SURVEY BY ZONING DISTRICT: R-40 KENNETH M.WOYCHUCK LAND SURVEYING, PLLC LAST DATED 05.25.20 LOT SIZE=10,839.08 SF LOT COVERAGE: • LOT COVERAGE ALLOWED=20%OF 10,839 SF=2,167 SF • EXISTING LOT COVERAGE=1,813 SF+220 SF(POOL)=2,033 SF ZEN DESIGN • PROPOSED LOT COVERAGE ADDITION=134 SF POST O88 • PROPOSED TOTAL LOT COVERAGE=2,167 SF BOX 3 CUTCHOGUEUE,NY 11935 PHONE:631-513-6589 GROSS FLOOR AREA(GFA): • GFA ALLOWED=LOTS UP TO 20,000 SF THE ALLOWABLE IS 2,100 SF+ 12.5%OF TOTAL EXCEEDING 10,000=2,205 SF These plensaroeopyd©rted armI.M utyectte eopydeht • EXISTING GFA=t1,400 SF CogdAM 1,DSD.memmdedD�.mee, and knr protection"°n•amidlectuml vmW under 102 of the mArMltectural Works Copyright P=n Act of 1990.The • PROPOSED GFA ADDITION OF SCREEN PORCH= 250 SF proterAl"include,but isnot limited to the overall forma well m me enengemem and composition of spaemmd elements of • PROPOSED TOTAL GFA=t1,650 SF e°,�homer represented, �mil°"tha��a -- - - 'strucdun or eu0dings.eft salted and/or monetary eompensadnnto ZEN DESIGN I.I.C. NO. ISSUE DATE 01 SDI 11.1L25 02 PERMIT SET 12.OL25 N 69 018'40" E 145.25' 0) ■ L) ■ ¢ an Id I S I D N N D TO EXISTIN90 DECK�DmON r tE D A 1?C, v 1 STY FRM 9.5' 5.0' PROPOSED ROOF �7 �/ Ia.N1 y��' EXIST. PROP. �C7 ,` Cy' F cn�/� DWELLING ----------- — OVEREXISTINGAND WI00DG 3 BEDRO M I PROPOSED ADDITION EXISTING Q- C �A 1 , , DECK 10'x22' Q �Q POOL °¢ e� EXISTING _WOOD I DECK Oi 35.0'REAR YARD SETBACK ..- 39.5'PROPOSED S 04441 OQ� rm 4"'EXISTING T� OP N E� Y• I _____ — ----------- — 54.3'EXISTING I I T M O PERFETTO b I RESIDENCE v _ ❑❑❑❑❑❑❑4 J 1840 PARADISE SHORE RD �1 SOUTHOLD,NY 11971 I DRIVEWAY ; I 0 SCTMN 1000-80-01-17.1 i Z A, SCALE I DATE: 12.01L25 b `/+ DRAWN BY: Z.E.N. N 69 0 48'40" W 143.84' SITE PLAN & ZONING CALCULATIONS N SPm100 4� ZEN DESIGN POST OFFICE BOX 88 CUTCHOGUE,NY J 1935 PHONE:63L513.6589 Theta pans are eopydghted and are subject to c*Wod protection as a marcha d,•ectural wa under Sam 102 of the COWLU Act,17 US.(X ea amended Docemoar IM and known et Artldtealoral Works C.MgM Pratectlon Act of 1990.The paecllan Indudoa but la not limited to the OVUM tore as wall u me anan(emem and Mnpositlon of We=and elements of design IISM.suM protection.unauthorbed use of these pone. wak or home roprMnIed,can legally reeilt In the ceasetlon of constructlon a buildings being mind and/or monetary 1 eompen--Ion to ZEN DESIGN UA A-300 NO. ISSUE DATE 01 SD1 311L25 141-6" 02 PERMIT SET 12.OL25 9'-6" EXISTING DECK 5'-0"PROPOSED NEW SCREENED PANELS. EXISTING SINGLE FAMILY SEE PAGE A-300 FOR RESIDENCE- MORE DETAILS INTERIORS UNCHANGED i i i i i i i i � RED q �( C E.NICiy , n PORCH LIGHTING&FAN SWITCH LOCATION TBD ao I 0 ; .f REPLACE EXISTING a HANDRAIL POST WITH NEW SCREEN DOOR s� C)44423 0�� COLUMN TO SUPPORT i z TF of Nr, NEW ROOF X W IL jii� I o PERFETTO 60 RESIDENCE 1840 PARADISE SHORE RD SOUTHOLD,NY 11971 SCTMM 1000-80-01-17.1 I I SCALE: SJ4a.1'-0a I DATE: 12.01.23 DRAWN BY: Z.E.N. 24'-1211 EXISTING BASEMENT ENTRANCE-UNCHANGED THIS SECTION OF EXISTING PROPOSED DECK RAILING TO REMAIN SCREEN EXISTING DECK STAIRS PORCH PLAN -UNCHANGED 1 PROPOSED SCREEN PORCH PLAN A=101 SCALE>,/4'•1'-0° ZEN DESIGN POST OFFICE BOX 88 CUTCHOGUE,NY 11935 PHONE 631.513.6589 These plans are eopydgmad and m subject to copydgm protacgen as an•aremtectuml wolf undor Sac 102 of the Cepydght Act.17 USO.as emended Deeembar 1990 and(mown as Arc itactuml wont Copyright protection Act of 1990•nis protoetlon Indudm but Is not limited to the onrall form ea well as the sera 9—rd and eompoaltion of spaces and elements of dmlgn.Undn such prutation,unauthorised use of those plans, wank at home rep—tad,can legmry result in the c—dien of constmc lm or buildings being wind and/er monstany —pensa0on to ZEN DESIGN LLC. A-300 NO. ISSUE DATE 01 SDI 11.11..25 VERIFY IN FIELD AND 02 PERMIT SET 12.01.25 z MATCH NEW ROOF a PITCHES TO EXISTING 04 � W 2 G _ a a ��FtED ARC z 0 `' .� E.N/C y�r NN lea �� ��� y0l �.� NEW NEW G s'0 60 "' CRICKET CRICKET N� z s�T �444S OF NE - I I PERFETTO __ __ ___ _ _ _ __ _ ___ ao RESIDENCE N a0 1840 PARADISE SHORE RD ~_ SOUTHOLD,NY 11971 Z a SCTM#1000-80-01-17.1 EL f-_ C4 !C SCALE 114n-1h-0u W DATE: 12.01.25 DRAWN BY: Z.E.N. PROPOSED ROOF PLAN PROPSED ROOF PLAN A=102 1 SCALE:V4• ZEN DESIGN POST OFFICE BOX 88 CUTCHOGUE,NY 11935 PHONE 63L513.6589 Those pans are copyd&W end ere wbjoet to coW&M -—— —————--—— A Pmt.cdm"en•arthfleetnal work'under See 102 of the J. ODWS tt Act,17 GAG.es amended Dmrnbw MD end known ——— _———— as Arcmtatuml Wake Copyng)a ftWUon Act of IND,Th. —_ __—__— A-300 "..Van Ind.d.sb tIs .t 6mftsd to mo—Tall form es w 11 as the emngement end composl0on of spaces end aim"of —————————— design.Undn such protoMM un-thodrod use of mew pans, —— ——— ————— work w hemo rsprusntad,aen legally rosult In the wssetlon of ———————— wnstrudlon a bulldhtgs bale{wind and/or monday ——— —————-- — canpenwdon to7Fl1 DESIGN LLR _—-- EXISTING RIDGE NO. ISSUE DATE - -- ------__ -----__-- _-_------_- ---_------ --- ----_ 01 SDI 111125 —_---__-- __--_—_______—_----_____—___—____________-_—_____- PROP. RIDGE 02 PERMIT SET MOL25 _-___ —____— ---_—___- --- ------ ------- ------- --------- - ------- ----------- ------- --- ----------------- ----- -------------------- --------- ------ -- ------------------------ --- +18'-6tt - __-___— - ---__- - -__ --_- _ _-_ -- __------ _"____--_- --- ---- —_—=— -_-_ = - __ _ _ --_===_NE�I!/�tODEOVEREXITIN_G =_— —__--_-_- ______= ________ ==_________--=ECgA�IB�D E- _—_-_—__ --------------------- --- ------------- ---------------- --------- ----------- - ------ ------ ----------------------------------------- N F-D ARC -- -- 60 +I I- Nic Ff T.O. EXIST PROP. DECK s 4442 40 +41 3 £ OF NE"N 00 PERFETTO _. RESIDENCE 1840 PARADISE SHORE RD SOUTHOLD,NY 11971 SCTMM 1000-80-01-17.1 SCALE: 114"-1V-0- DATE: 12.OL25 DRAWN BY: ZE.N. THIS SECTION OF EXISTING EXISTING DECK SUPPORTS NEW DECK SUPPORTS. DECK RAILING TO REMAIN SEE PLANS&SECTIONS FOR MORE DETAILS SOUTH PARTIAL SOUTH ELEVATION ELEVATION 1 Am200 AmAl ZEN DESIGN POST OFFICE BOX 88 CUTCHOGUE,NY 11935 PHONE 631.513.6589 VERIFY IN FIELD AND MATCH NEW ROOF mesa Plan a are Mppl®ned and are mbJad to MWOrt pmtectlon m an°erch0ecturel work'undue So%102 of the PITCHES TO EXISTING °e°"'m't""'1'°sO.mann°rmledD mtwrIMendknumn as Archltecbnal Waft CoWght Protection Act of 1990.The poeection Includes but Is net Ilmtted to the owaeti form o wall as the arreneoment um composition of spells end alameft of dealpi.Ilndw surT protection,unauthotlsed use of tine Wars, \ wall or hone represented,can log lly resell,In the MasetiM of cortOruNon or butl®ngs selvedand/o monetary cempensetlon to ZEN DESIGN 11C. NO. ISSUE DATE 12 01 SDI 11.11.25 ,,PROP. RIDGE 4 02 PERMIT SET 12.OL25 +18'-611 124 50 Z OF N E�1 PERFETTO RESIDENCE 1840 PARADISE SHORE RD SOUTHOLD,NY 11971 SCTM#1000-80-01-17.1 L SCALE: 1/4'-1r-0' DATE: 11.1.1.25 DRAWN BY: 7-EN. NEW DECK SUPPORTS. SEE PLANS&SECTIONS FOR MORE DETAILS EAST EAST ELEVATION ELEVATION 1 SCALE Am201 PQ� I I ZEN DESIGN POST OFFICE BOX 88 CUTCHOGUE,NY 11935 IPHONE:631.513.6589 SCREEN DETAILS TBD. PENDING PRICING I FROM PORCH LIFE WINDOWS&DOORS I I These pima are-pi"wed and are wb)ea to copyright potection as an'emIlltecturel worts under See 102 of the Copyright Act,17 U.S.O.as amended December 1990 and known as Architectural Works Copyright Protection Act of 1990.Tho protection Includes but is not limited to the overall loran as well m the arrangement and composition of spaces and elements of design.Under such protectlon,unsuthadzed use of these plans, work or homa represeaned,can legally result In the cessation of I construction or buildings being seized and/or monetary compensation to ZEN DESIGN LLG I - NO. ISSUE DATE D ETA I L 01 SDI 11.11.25 02 PERMIT SET 12.OL25 SCALE:FULL SCALE 03 PRICING SET 12.21.25 ��ry°°° �xR SEW ROOF TO MATCH EXISTING pOOFRq 600 ,tOPOSED T&G WALL&CEILING (2)2x8 GIRDER BOTTOM OF GIRDER - - - - - - - - +12-53/4" - A-300 w w �ERED ARC E.NiC, i 13 T.O. EXIST PROP. DECK `S'9TF0444S y0Q� OF NEB (3)2z10 GIRDER 00 R r PERFETTO RESIDENCE 1840 PARADISE SHORE RD SOUTHOLD,NY 11971 SCTM#1000-80-01-17.1. TRIPLE UP EXISTING 2x10 JOISTS AT ENDS SCALE: 1/4e-1r-0" DATE: 12.21.25 (3)2x10 GIRDER. HURRICANE STRAP EACH JOIST TO GIRDER. DRAWN BY: Z.E.N. POST TO BEAM BRACKET. 6x6 PRESSURE TREATED POST ON SECTION 6x6 WET ANCHOR BASE(TYP) j; y i SECTION " JA N 21 2026 � 1 ) 12 DIA 36 DEEP FOOTINGS 6 -300 i SDALE:1/°"-1-0 3,000 PSI CONCRETE. `° ' 6 a 1 - "R- a a� AMENDMENT 02�J'o� � "'oY •� ZEN DESIGN 1� POST OFFICE BOX 88 CUTCHOGUE,NY 11935 PHONE:83L513.6589 Than pens am copydpned and are subject to copydgh;. protection as an•arcbltoctural wale under Sao 102 of V Copydght Act,17 U.S.O.as amended Daumber 1990 and W as Archbectund Wodo Copyrlprt protection Act of 1990.i prNaalon Intlutles but is net IImbN te tM wamll fwm sro'. as the a"engermat and w.Position of spaces and Nemen design.Under such protection,unauthorWd use of these p work or bents repn"anted,can legally mutt In the eo saU_ cunstructlen or bultdtngs being solved aWw monetary companaaUon to ZEN DESIGN LIA NO. ISSUE D: 01 SDi =11 14-1 h i4G 02 PERMIT SET 12.01 ' 03 PRICING SET 12.21 04 PRICING SET REV 1 02.03 VEXISTING SINGLE FAMILY 9'-6" EXISTING DECK 4-414" PROPOSED RESIDENCE- INTERIORS UNCHANGEDA _ _ _ TRIPLE UP EXIST.2x16 JOISTS AT END I II Air � I II - - I ZIP N'� 00 Ft6D ARC, XI x MI � t; S.Wcy0Lu l'��� �CN I Q so (3)NEW FOOTINGS EXISTING FOOTING & I s POSTS UNCHANGED I �qT �4442'' 40 EXISITNG 2x10 JOISTS I 2x10 JOISTS I I F of NV�N @16"O.C. @16"O.C. PERFETTO �o Flo I 00 RESIDENCE IM PARADISE SHORE z W I N I I SOUTHOLD,NY J 1971RD 1 SCTMi 1000-80-01-17.1 MIX TRIPLE UP EXISTING SCALE: 1/4°-1 2x10 JOISTS AT END ® - - - - - - - — _ , � , _ DATE: -- - 02.03 — — — -4 — — — — DRAWN BY: Z.: 18'-331 1 � - — — — as A V L - - - - -{ PROPOSED - - _ J F F 8 2 5 2025N .r r FOUNDATION & FRAMING PLAN r- - - - -i f ;r 1 PROPOSED SCREEN PORCH PLAN _ _ _ Aml0l- SCALE lid' 1-.0° LL - - - U v'" 1 ------------------------------- -- — 'a -------- -:. ---------------- ------ I _ I ty I �� I ZEN DESIGN (+/-)FINISH OPENING BETWEEN COLUMNS i POST OFFICE BOX 88 CUTCHOGUE,NY=935 A 3'-01/8"x 7'-8 3/4" EXISTING SINGLE FAMILY PHONE 831513.8589 RESIDENCE- B 3'-01/8"x 7'-8 3/4" INTERIORS UNCHANGED plrooteccttion as an-arcn�tch ral wW un�SK 1 G �� I Copyrlgnt Act.V UA0.a mantled DeeemCa 1990 and k C 3-01/8��x 7-8 3/4 as Architectural Wmia<Copytlt$A Protection Act of 1990,r protection Intlutln but Is not Iimited to the ovarall femt a I as the apengemem and composition of Waves and elemon D 3'-0 1/8"x 7'-8 3/4'r i deelgn.Under suchrepresented, nted,co unaalharesul use at these pi work or nome wpresenta0.ran Ism salted an/Oro coos" oonstrualan or bundinp tobeindZE DESIGN and/or monetary I 1 compenaetlon to gfl DESItiN LLR E 3'-9 3/411 x 7'-8 3/4" A-300 NO, ISSUE D. F 3'-9 3/4"x 7'-8 3/4" i 01 - SDI =1 1 .0� G 3'-9 3/4"x 7'-8 3/4" i 14'-6" NEW SCREENED PANELS. 02 PERMIT SET 12 DETAILS PENDING PRICING 03 PRICING SET 12.21 H 3'-9 3/4"x 7'-8 3/4" I 9'-6" EXISTING DECK 5'-0" PROPOSED 04 PRICING SET REV 1 02.0c FROM SCREEN 11 11 i A B C D --- - MANUFACTURERS 3-0 1/8 x 7-8 3/4 �--------------------- --------- � J 3'-01/8"x 7'-8 3/4" r I i I K 3'-0 1/8"x 7'-8 3/4" i DOTTED LINE SHOWS i ROOF LINE ABOVE. MATCH V'11 L 3'-7 5/8"x 7'-8 3/4" i i E i SOFFIT OVERHANG DETAILS OF EXISTING M 3'-711 x 7'-8 3/4"(Door size=2'10") i i I I HOUSE j �SgSD qRC � y w � �.( S.NICK, /rF I I F I I p Q_ ��� Ohs c".� PORCH LIGHTING&FAN I I Lu ° SWITCH LOCATION TBD I i i a N Z I I 0 a. 044423 G! Z OF N6`N NEW SCREEN DOOR i i I I LJJ - o 1 PERFETTO RESIDENCE r------------------- ------- 1840PARADISESHORERD I I I SAND EXISTING SOUTHOLD,NY 11971 H SCTMB1000-80-01-1 7.1MAHOGANY DECKING AND -_ PREP FOR STAIN. NEW& SCALE: 1/4"-±- I i i OLD MONOGAMY DECKING - - - 1XISTAINED TO MATCH. DATE 02.0== L---- ---L-------K-------- ------- ----- COLOR/FINISH TBD. DRAWN BY: Z. - I 241- 11 -- -- - - - --- - EXISTING BASEMENT +z PROPOSED ENTRANCE-UNCHANGED THIS SECTION OF EXISTING CEDAR WRAPPED 4x4 POSTS. DECK RAILING TO REMAIN SCREEN -----------------J EXISTING DECK STAIRS PORCH PLAN -UNCHANGED 1 PROPOSED SCREEN PORCH PLAN Am:10PF SCALE:1/4°-1'-01 ------- ZEN DESIGN ------- -------- POST OFFICE BOX 88 CUTCHOGUE,NY 11935 PHONE:631.513,6589 Those plam am copyfigltmal and are subJect to cwdiV p0toctlen a M'eMbitaftral Work!under Sm 102 of It CoFpWA Act,17 U.S.O.as canandad December ISM and I, as ArchItectuml Works Coprignit Pmtectlon Act of 1990.1 protection Includes but Is not limited to the o,terall an as' ------ a the arrangament and oeMposIdOn of spaces and Women dazip.Under soon promotion,unauthotlmd use fth..pi work w home represented,can loyallymutt In mo— construction of WIR11"o Met satuad and/or monetary earnpimsation m ZER DESIGN LLQ A-300 NO. ISSUE D; 01 SDi =11 VERIFY IN FIELD AND 02 PERMrrSEr 12.01 MATCH NEW ROOF 03 PRICING SET 12.21 PITCHES TO EXISTING 04 PRICING SEr REV 1 02.03 %—I x k=01 AL (L 00 S.t; Nlc, , FCC z- ir -AN Tq X_ qT I N i i CRI(KEr 4Z 40 OF N J­ PERFETrO ------- - ----- RESIDENCE LL ---- -- I840 PARADISE SHORE RD SOU'rHOLD,NY 11971. Z SCTM#1000-80-01-17.1 I­ C-4 T SCALE. 1,14'-I ---—--- -------- DATE' 02.02 DRAWN BY' Z. PROPOSED ROOF PLAN PROPSED ROOF PLAN A-10= .AL."_1'.. A0000— ZEN DESIGN POST OFFICE BOX 88 CUTCHOGUE,NY 11935 PHONE:631513-6589 —— ——— Th..plans areprotectionas coPYdgldetl and are sublect to coPMOlt _ __ _ 1 protection an-ammectural wars°under 9oc.102 o1M _ _ CoPOW Act,17 U.S.O,as amended Docomber 1990 and lb as ArclrltecWrel Worim Copyd@d Protsation Act of 1990.r. ——————————— protection Includes but Is not limited to the overall form as.. _— —— ———--—— m tho w"gemam and composition of spaces and elemen! -—————— —— 1 design.Under so.protection,uneuthadmd us of these pl- _ LEAVE AS MUCH OF EXISTING ROOFING work ofhama mpresented,can legelry result m the csesatix ---- -_-- A-300 construction or bulldings being eetied and/or monetary --- -- ---- IN PLACE AS POSSIBLE. MATCH aampensationtoZENDMGNLM __--_____---= ASPHALT SHINGLE MAKE AND COLOR --- - - EXISTING RIDGE NO. ISSUE D: +20 1 - _-_ - ---- - - - - - _- — - -- _ = 01 SD1 11,11- - -- -- ---_ _--- - —_ - _--- - 02 PERMITSET 12.01 ——_—— — — —:— _— —_ — _--— _—_ __— — --___ __ PROP. RIDGE o3 PRICING SEf 12.21 — ___ - - _- —- - ___ _- - -_-- _-_- +17'-7-1/2" 04 PRICING SET REV 1 02.03 e - -_— -_=- --- --_ __ _- _- _ — _ _ --- --- _- - - - ---- - --- ---- ---- - --- -- --- ---- - - -- -- - - _ -- -----_ - ---_--- ----- -- -—_—_ --__- _ _-_—=_ --- _-- - — - - -. _, ,_,_.. —_ -. ----- --- _ _------------- ---_ -- ------ - -- ---—-----—----------------------- ---------- 21, — — —— —_— -- --- — — -- — — N13EDDECI4� --- _— 4.: ——__— —_——_— —— _ ———_— _ _ —_——__— _—__————_— _ ___————_ —_—_— .— a 'rl _ ——— — _ —— — — — __ — —— .——. — — —--------- Ili ' ————— ——— — — — ——— — — ---——— — — —— ———-----—— — —-------------- —­­... ...--- ----—— ---—---—----- _————-------—---—_ ------------------———— ——------------— —————— ——---— t i ---——---- --------------- - -_--- / -i c04 C S.N1do �� ' - - - N�� is .1 p I - s T 4442ROP. DEC 3 oT.O. EXIST P OF Nf 7, L ' { 00 i = 1 1 s \\ +, PERFETTO RESIDENCE I _ 1840 PARADISE SHORE RD SOUTHOLD,NY 11971 SCTMN 1000-80-01-17.1 SCALE: 1/4'ss1 DATE: 02.03 DRAWN BY: Z: EXISTING DECK THIS SECTION OF EXISTING EXISTING DECK SUPPORTS NEW DECK SUPPORTS. DECK RAILING TO REMAIN SEE PLANS&SECTIONS - -FOR MORE DETAILS SOUTH PARTIAL SOUTH ELEVATION ELEVATION .L Am20( -Al ZEN DESIGN POST OFFICE BOX 88 CUTCHOGUE,NY 11935 PHONE:631.513.6589 VERIFY IN FIELD AND - - MATCH NEW ROOF Tho'°plan an. eopyfghrotl and ere wheat to 2 100 for; protection",an•arohltatWd waft•ununderSac of PITCHES TO EXISTING C.WID Alt,1TUG.e.vam ndeaa-mh.r199Gand� n Archltedurd waft CopydOt PratecUon Act of 1990.r protwUon Indudn Ind 1.not Ihnhod to the owadi faun n / - \ as the aUnder Such nM roion,un an of spaces and hemw! Oedgn.Under wdr prototlan,un.uUnnimd me o}three pl ,. work or here.reprawrrted,eon legally—it In the cmwetb- conatrutbn or aulldlntp h.ing.elxed and/or mmttary / comp.watlon to ZEN DESIGN LLC, NO. ISSUE D. 12 - - // 01 SD1 1111 12 $ 02 PERMIT SET 12.01 4 03 PRICING SET =1 OILPROP. RIDGE +171-7-1J211 12 , 12.. 8 RED CEDAR SIDING TO MATCH EXISTING FtED A RC, �5 N E. CyO` Fna V � Q N ti Z 04442'' yoQ� pF T NV- PERFETTO RESIDENCE 18a0 PARADISE SHORE R SOUTHOLD,NY 11971 SCTM#1000-80-01-17,1 11 I� II I� NEW DECK SUPPORTS. scALE: 1/4°-1 SEE PLANS&SECTIONS DATE: 1111 FOR MORE DETAILS DRAWN BY: Z. EAST 1 EAST ELEVATION ELEVATION SCALE:v, A=20w, \Z11111i f 60G ZEN DESIGN =---;- I POST OFFICE BOX 88 CUTCHOGUE,NY 11935 PHONE:631.513.6589 SCREEN DETAILS TBD. PENDING PRICING - FROM PORCH LIFE WINDOWS&DOORS i ' Ill—pans an apydgsted and am"ftt to"109Itt protection ea en•arcltHaetuml worts under Sec 102 of th-- _.___ I CoWl"Act,17 U.S.O,as amended Deamber 199D and Im eaArdlOecture]Wmlo Copydgid Protectlon Act of 1990.R } - protection Indudea but Is not limited to the overall form m:. design,Underr suchprotection,a �imaout oodred m of these pla + y wet or home repraaented,an ledNly result In the caaanl•r 1 , , i , 1 wmWntlon or buildings belnd seized and/or monetary . i ---i f temporisation to ZEN 0ESlU"t1C. � t t f _ w -. ` _ NO. ISSUE DP 1, l _-L - _ - ` ` I 1 LLL 't . j DETAIL 01 SDi 11.11. 1 i r �� 02 PERMITSET 12.01._ r, t ,.z 1., �__.,..: .r r ,-�-� ,--1 - t ! - C SCALE:FULL SCALE 03 PRICING SET 12.2L t - 04 PRICING SET REV 1 02.03. W ROOF M TCH TING '� a R®tee J T11 CEILING &SOFFITS- T t PAINTED BLACK -- T + I 1 r-- 2 2x8 GIRDER - - - - O E ,- T t � z-� _� �. - ' ' - _.1 1OIL '1 1 BOTTOM OF GIRDER J. _ �___- A7-77 3DD - I , ° -- - r t*1 f0 it -� AR 9 i S.NICK, C W I 5 .IE 0. or _. j N Z r i - - I t T.O. EXIST PROP. DECK i zll t of r,E� (3)2x10 GIRDER ' _� ` ..._ n 1 ! .-..I _ - OP I _ - i PERFETTO \ .\ RESIDENCE D r t r 1840 PARADISE SHORE R SOU'rHOLD,NY 11971 SCTMk1000-80-01-17.1 TRIPLE UP EXISTING 2x10 JOISTS AT ENDS SCALE 1/4 DATE: 12.2E r. (3)2x10 GIRDER. HURRICANE STRAP EACH JOIST TO GIRDER. DRAWN BY' z.> POST TO BEAM BRACKET. 6x6 PRESSURE TREATED POST ON SECTION 6x6 WET ANCHOR BASE(TYP) SECTION 1 12"DIA 36"DEEP FOOTINGS S�A�:u°°"1'D• 3,000 PSI CONCRETE. A-30(-