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Home My WebLink About52999-Z ho�aOf SOUTyolo Town of Southold * * P.O. Box 1179 of 53095 Main Rd "couMr.N�', Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47156 Date: 06/23/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ADDITION AND ALTERATION Location of Property: 2160 N Bayview Road Ext Southold, NY 11971 Sec/Block/Lot: 79.-6-3.8 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 01/21/2026 Pursuant to which Building Permit No. 52999 and dated: 05/20/2026 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: "As built" interior alterations and additions and alterations including a second-floor balcony to an existing single-family dwelling as applied for. The certificate is issued to: Bransbourg Gilles Rev Trt Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 52999 6/15/2026 PLUMBERS CERTIFICATION: Gilles Bransbour 5/14/2026 uth d Si ature OfSOUlyy TOWN OF SOUTHOLD BUILDING DEPARTMENT N Y 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#: 52999 Date: 05/20/2026 Permission is hereby granted to: Bransbourg Gilles Rev Trt 240 E 29 St New York, NY 10016 To: construct additions and alterations and to legalize "as built" interior alterations to an existing single- family dwelling as applied for. Additional certification may be required. Premises Located at: 2160 N Bayview Road Ext, Southold, NY 11971 SCTIVI# 79.-6-3.8 Pursuant to application dated 01/21/2026 and approved by the Building Inspector. To expire on 05/19/2028. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $294.00 As Built Alteration $728.00 C.07f ESIDENTIAL $100.00 Total S1,122.00 -- ------------------------ Building Inspector �o��pF SO(/TyOlo Town Hall Annex Telephone(631)765-1802 54375 Main Road CO P.O. Box 1179 • �OCk. Southold,New York 11971-0959 ��yCOUNTI,�c� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Bransbourg Gilles Rev Trt Address: 2160.N Bayview Road Ext city: Southold st: NY zip: 11971 Building Permit#: 52999 Section: 79 Block: 6 Lot: 3.8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Electrician: AS BUILT License No: SITE DETAILS Office Use Only Commercial Indoor X Basement Service Solar Residential X Outdoor X 1st Floor Pool Battery Storage As-built X Renovation 2nd Floor X Hot Tub EV Charger New Addition Attic Spa Generator Survey ix I Mezzanine Garage Dock INVENTORY Service 1 ph Elec.BaseHeater 2 Recpt Ceiling Fixtures Smoke Detectors Pump Service 3 ph Hot Water GFCI Recpt Wall Fixtures 1 CO Detectors Heater Main Panel A/C Condenser Single Recpt RecessdFixtures 8 Combo Smoke/CO 3 Transformer Sub Panel A/C Blower Range Recpt Ceiling Fan Heat Detectors Salt Gen Transfer Switch Mini Split 2 Dryer Recpt UC Lights Fridge AutoCover ARC Blower Heads 5 Switches 6 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: " AS BUILT NO VISUAL DEFECTS " Second Floor & Minisplits Inspector Signature: Date: June 15, 2026 Town Hall Annex Telephone(631)765-1802 54375 Main Road P. O. Box 1179 {' Southold, NY 11971-0959 ®1 � V e��BUILDING DEPARTMENT 'OWN OF SOUTHOLD ellk CERTIFICATION Date:_ S 2 d zC Building Permit No. Owner: G��LL" RAN S t3 l,2 ✓►- (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plu ers Signature) Sworn to before me this day of 20,96 Notary Public, County RESECCAANN COMAN•RAGER Notary Public.State of New York NO.OI000020086 Qualified in New York County )Commission Expires Jan 19,2028 1 l �aOF SOUIho � # TOWN OF�SOUTHOLD B L �aG Eky+. � °yco 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: A I) JAI DATE 126 INSPECTOR J_ pF SOUTyo� * * TOWN OF SOUTHOLD BUILDING DEPT. cooNr+��' 631-765-1802 f INSPECTION [ ]a,FOUNDATION 1ST/ REBAR [ ] ROU H PLBG. [ ] FOUNDATION 2ND [ ] ULATION/CAULKING [ �] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE -&CHIMNEY [ ]'FIRE SAFETY INSPECTION [ ] FIRE RESISTANT�WNSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REM_ AR S: t04 awfil ctku dfl WI, � 3 DATE INSPECTOR ZACKERY E. NICHOLSON, RA ZENICHOLSON.ARCH@GMAIL.COM POST OFFICE BOX 88 CUTCHOGUE, NY 11935 631.513.6589 Town of Southold-Building Departmentl; J U N 2 2 2026 May 12th, 2026 53095 Main Road PO Box 1179 �r_rr,'tltslc/ ice,;}?4irlri,,,;rzg Southold NY 11971 Toss,,, o r�ou�hQf� .5�� E.NIREp q;?o � �� cy F Re: Bransbourg Residence ��c�� c;s A 2160 North Bayview N� a Southold, N.Y. 11971 District-1000, Section-79, Block-6, Lot-3.8 sT C)44423 o RE: Energy Certification - Existing Second Floor Bedroom �TF OF NV y To Whom It May Concern, I inspected the existing second floor bedroom at the above referenced property. The room is approximately 300 square feet in area and is an as-built condition. The space was originally noted as storage at the time of the construction of the house in the —1988 and has since been converted into finished habitable bedroom space by the prior owner. Limited exploratory demolition was performed in select locations in order to observe existing structural & insulation conditions. Based upon these observations, it is my professional opinion that the insulation values present within the existing assemblies are generally consistent with the residential energy code standards applicable at the approximate time of original construction. The inspection results are as follows: 1 - Exterior Walls - Based upon limited exploratory demolition, the exterior wall assemblies appear to contain batt insulation consistent with approximately R-13 insulation values typical of residential construction standards of that era. 2 - Ceiling/Roof Assemblies - Based upon limited observation of adjacent attic spaces, the ceiling/roof assemblies appear to contain insulation consistent with approximately R- 19 insulation values typical of residential construction standards of that era. This certification is based upon visual observations and limited exploratory openings only. No destructive investigation beyond the limited exploratory demolition noted above was performed. Concealed conditions may vary. To the best of my professional knowledge, the existing second floor bedroom appears to contain insulation generally consistent with the applicable residential energy standards in effect at the approximate time of construction. Respectfully Submitted, Zackery E. Nicholson, RA ZEN Design LLC Page 1 of 1 \2: ZACKERY E. NICHOLSON, RA ZENICHOLSON.ARCH@GMAIL.COM POST OFFICE BOX 88 CUTCHOGUE, NY 11935 PHONE: 631.513.6589 Town of Southold-Building Department ; May 20, th, 2026 53095 Main Road PO Box 1179 JUN 22 2026 �+ Southold NY 11971 - C'•1.. .., J is C;tp p• . C Re: Bransbour Residence ��N'Ei <)al S'a, '" r g .rti7airl 2160 North Bayview Southold, N.Y. 11971 District-1000, Section-79, Block-6, Lot-3.8 RE: Energy Certification - Existing Second Floor Bedroom To Whom It May Concern, I, Zackery E. Nicholson, Registered Architect in the State of New York, hereby certify that I have reviewed the egress windows serving the two of the three first-floor bedrooms at the above-referenced residence and found them to comply with the applicable emergency escape and rescue opening requirements of the New York State Residential Code. Bedroom Numbers below are referencing plan A-100 dated 05.12.26. Bedroom No. 1: • Finished clear opening dimensions: 20" wide x 42" high • Resulting clear opening area: 5.8 square feet Bedroom No. 3: • Finished clear opening dimensions: 24" wide x 66" high • Resulting clear opening area: 11.0 square feet Based upon these measurements, both windows provide the minimum required net clear opening area for emergency escape and rescue openings and are therefore compliant with the applicable code requirements. Should you have any questions or require additional information, please do not hesitate to contact our office. Sincerely, Zackery E. Nicholson, RA New York State Registered Architect \S,��R E Ni /V ZEN Design LLC �� cy0 FcA N7 SZ .h s� 0444SS P� �l`41 yO OF NEB Page 1 of 1 ZACKERY E. NICHOLSON, RA ZENICHOLSON.ARCH@GMAIL.COM POST OFFICE BOX 88 CUTCHOGUE, NY 11935 PHONE: 631.513.6589 F; rr tc V Town of Southold-Building Department; May 12th, 2026 53095 Main Road PO Box 1179 ! Southold NY 11971 �; JUN 2 2026 L�;f y�ER�D qR,y� E.N/C�, T� Re: Bransbourg Residence " a, r � r3�tcne ��N•4� 0 A 2160 North Bayview Southold, N.Y. 11971 District-1000, Section-79, Block-6, Lot-3.8 s�• �44423 �� RE: Energy Certification - Existing Second Floor Bedroom 0 �TF of NEB � To Whom It May Concern, I inspected the construction at the above noted location. The inspection covered the framing for the new Second Floor Bedroom enclosure and Bathroom Dormer in an existing residential structure. The areas inspected include, first and second floors of the new house. The framing work included interior walls, exterior walls, floors & roofting. The inspection results are: 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 FIELD INSPECTION REPORT DATE COMMENTS ro r� FOUNDATION (1ST) ------------------------------------- FOUNDATION (2ND) z � o a �y ROUGH FRAMING& PLUMBING C✓ v r m� W INSULATION PER N.Y. � y STATE ENERGY CODE 0 � vMbt dlr O K h FINAL ADDITIONAL COMMENTS l P-G (DA Ilk Qd�r) 1-0-'L40 'to 5 � s (o l - Z C� �1 c ✓ e,s -f- - t rt 4,o LL., e� � z k ro 0 z x H x d m b y o�su>>orr�a TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy • o� Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtoLAM.Jzov Date Received APPLICATION FOR BUILDING PERMIT u LQ i For Office Use Only �, ! PERMIT NO. U� Building Inspector: M i J A N 2 1 2026 ,°_ 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:01.19.26 OWNER(S)OF PROPERTY: Name Gilles Bransbour ___.__... ... _ .� ._.. SCTM#1000- Project Address: ' Phone# 631.513.6589 Email:ZENicholson.ArchC)gmail com Mailing Address:240 East 29th Street- New York, NY 10016 CONTACT PERSON: Name Zackery,E. Nicholson, RA Mailing Address:PO Box 88- Cutchogue,NY 11935 Phone#:631 513.6589 Email:ZENicholson.Arch@gmall.com DESIGN PROFESSIONAL.INFORMATION: Name Zackery E.rNicholson, RA Mailing Address:PO Box 88 CutchogueNY 11935. Phone# 631.513.6589 Email:ZENicholson.Arch@gmail.com CONTRACTOR INFORMATION: Name:TBD Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure BAddition RAlteration ❑Repair El Demolition Estimated Cost of Project: Fl Other $ Will the lot be re-graded? ❑Yes 9No Will excess fill be removed from premises? 0-Yes ®No 1 PROPERTY INFORMATION Existing use of property:Sin le_Fam Dwelling__-.-, Intended use of property:Sin le Fam Dwellin 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. B Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code.APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and in building(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuaatto Section 210AS of the New York State Penal Law. Application Submitted By(print name):Zackery E. Nicholson, RA BAuthorized Agent ❑Owner Signature of Applicant: Date. 1.19.26 CONNIE D:BUNCH Notary Public,State of New York STATE OF NEW YORK) No.01BU6185050 SS: Qualified in Suffolk County COUNTY'OF ) Commission Expires April 14,20-1�- 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 � )s day of ��/'1 l,t - 200^ Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, Gilles Bransbourg residing at 240 East 29th Street New York, NY 10016 do hereby authorize Zackery Nicholson to apply on my b 9 0 th n o old Building Department for approval as described herein. 01 .12.26 Owner's Signature Date Gilles Bransbourg Print Owner's Name 2 �SUFF®(�C BUILDING DEPARTMENT- Electrigaf nspeJ13� Z 9 202 TOWN OF SOUTHOW H $ Town Hall Annex-54375 Main Road - PO Bor�'� a ,oev o ® Southold, New York 11971-0959 -TON . Telephone (631)765-1802 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 05-27-26 Company Name: S Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (Alt Information Required) Name: Bransbourg Residence Address: 2160 North Bayview f,6 Ekk, Cross Street: Phone No.: 631.513.6589 Bldg.Permit#: 52999 email: ZENicholson.Arch@gmail.com Tax Map District: 1000 Section:79 Block: 6 Lot: 3.8 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Electric Baseboard/wall heaters added to new Second Floor Bedroom&Bathroom conditioned spaces. New Outlets&Lights wired from existing circuits. Square Footage: 1 157 Circle All That Apply: Is job ready for inspection?: YES ❑NO ❑Rough In ❑✓ Final Do you need a Temp Certificate?: ❑ YES NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead #Underground Laterals ? 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION P� _00 V_Q_C tv BUILDING DEPARTMENT-Electrica�nspe�tc�� 2 9 202 TOWN OF SOUTHOLD S. Town Hall Annex- 54375 Main Road - PO Bt? c� o ® Southold, New York 11971-0959t,� ' ,. Telephone (631) 765-1802 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 05-27-26 Company Name: S Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Bransbourg Residence Address: 2160 North Bayview Ex� Cross Street: Phone No.: 631.513.6589 Bldg.Permit#: 52999 email: ZENicholson.Arch@gmail.com Tax Map District: 1000 Section:79 Block: 6 Lot: 3.8 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Electric Baseboard/wall heaters added to new Second FLoor Bedroom&Bathroom conditioned spaces. New Outlets&Lights wired from existing circuits. Square Footage: 1157 Circle All That Apply: Is job ready for inspection?: 0 YES ❑NO Rough In ❑✓ Final Do you need a Temp Certificate?: 11 YES FV�NO Issued On Temp Information: (All information required) Service SizeF11 Ph❑3 Ph Size: A #Meters Old Meter# New Service0 Fire Reconnect El Flood ReconnectMService Reconnect Underground Overhead # Underground Laterals 1 2 F1 H Frame Pole Work done on Service? MY ON Additional Information: PAYMENT DUE WITH APPLICATION `��_ PERMIT# Address: Switches Outlets GFI's Surface Sconces �. n L/ H H's el 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 Blowe Service Amps Have Used Sub Amps Have Used Comments r v V O r- .. w 2fz •.,... ..,..n+.r- ..u..x.„. ._� •r. r.sF.. rw... .w....v.« xw...-.a.e-.s..v®u.�u _.n .-s ,.:..w. ,. n��..ao-sesr '. .u..- ._ 15URVE""r OF PROPERTY t 5 A i DA Z E TOE:r 5OUTHOLP dd )): OWMED la, Aloq l "q � i.f if ltJSS'1i.b F`V�scY�- �""TM`'•�.^.._.y +r.,"` 1 �,... .,_ New t N { N 3 /yV7 �. i f ✓�� ar F Y, 6 t $� B �s �. ,�� mrurov mTA �- -e�a`.� r Wg R✓^pTP,'. ie.-9� ew.••v+a r.c'wta a...-ew::��r.!+—n.: 4' � ; H j C. _ BLERS LAND SURVEYOR �f yy rye P.. 3 EAST rp6iyy yy �^{'� g}tg A..p"9 e�''^N jMEET p � N.�a_S r L,,.I C. �'+�0 S`0202 y r k c ZACKERY E. NICHOLSON, RA ANEW ZENICHOLSON.ARCH@GMAIL.COM \;EA:=: 1V POST OFFICE BOX 88 CUTCHOGUE, NY 11935 PHONE: 631.513.6589 Town of Southold-Building Department May 20th, 2026 53095 Main Road PO Box 1179 Southold NY 1.1.9.71 Re: Bransbourg Residence 2160 North Bayview i 9 2026 ``r' Southold, N.Y. 11971 I tit AY District-1000, Section-79, Block-6, Lot-3.8 RE: Energy Certification - Existing Second Floor Bedroom To Whom It May Concern, I, Zackery E. Nicholson, Registered Architect in the State of New York, hereby certify that I have reviewed the egress windows serving the two of the three first-floor bedrooms at the above-referenced residence and found them to comply with the applicable emergency escape and rescue opening requirements of the New York State Residential Code. Bedroom Numbers below are referencing plan A-100 dated 05.12.26. Bedroom No. 1: • Finished clear opening dimensions: 20" wide x 42" high Resulting clear opening area: 5.8 square feet Bedroom No. 3: Finished clear opening dimensions: 24" wide x 66" high Resulting clear opening area: 11.0 square feet Based upon these measurements, both windows provide the minimum required net clear opening area for emergency escape and rescue openings and are therefore compliant with the applicable code requirements. Should you have any questions or require additional information, please do not hesitate to contact our office. Sincerely, Zackery E. Nicholson, RA �RE� AR New York State LLC Registered Architect �� E•Nioti ZEN Design � so N� Z J, 04442'5 qTP yO 0f NE`N Page 1 of 1 ZACKERY E. NICHOLSON, RA ZENICHOLSON.ARCH@GMAIL.COM POST OFFICE BOX 88 CUTCHOGUE, NY 11935 PHONE: 631.513.6589 Town of Southold-Building Department June 12th, 2026 53095 Main RoadPO ox 1179 Southold old NY 11971 �� L V Re: Bransbourg Residence �! J 2160 North Bayview Extension l� u J U N 1 5 2026 00 Southold, N.Y. 11971 District-1000, Section-79, Block-6, Lot-3.8 Building Department Town of Southold RE: Post CO Inspection To Whom It May Concern, Please accept this letter as my certification that the following items have been remedied after our CO/Rental & Electrical Inspection dated 6/10/26. 4. �r Combo Smoke/CO Alarm added to basement Page 1 of 3 -SQ 1 ( q f l o- 5 Smoke Alarm added to Second Floor Closet JUN 1 5 2026 Lam. Building Department Town of Southold Outlet fixed in Second Floor Stair Hall Page 2 of 3 5a� � 5 Cover plate added to Second Floor Bedroom Outlet replaced with GFI Outlet in Second Floor Bathroom Respectfully Submitted, Zackery E. Nicholson, RA ZEN Design LLC ,1LILLu R l JUN 1 5 � 2026 E. N/CO Building Department 42' A Town of Southold NV `r0 s� 044a23 -�rF -�o OF N Page 3 of 3 CONSTRUCTION ®TES WIND FRAMING NOTES PLAN CONTENTS L. i. THE INFORMATION WITHIN THIS SET OF CONSTRUCTION DOCUMENTS IS RELATED TO BASIC DESIGN INTENT AND FRAMING DETAILS.THEY ARE INTENDED AS A CONSTRUCTION AID,NOT AS A SUBSTITUTE FOR GENERALLY ACCEPTED 1. RIDGE TO-RAFTER ASSEMBLY: OCCUPANCY CLASSIFICATION RESIDENTIAL GOOD BUILDING PRACTICE AND COMPLIANCE WITH CURRENT NEW YORK STATE BUILDING CODES.THE GENERAL 14/4"X 20 GAUGE STRAP SHALL BE ATTACHED TO EACH PAIR OF RAFTERS IN ACCORDANCE TO f.`, Y ? ,,,, CONTRACTOR IS RESPONSIBLE FOR PROVIDING STANDARD CONSTRUCTION DETAILS AND PROCEDURES TO ENSURE A TABLE 3.4.WHEN A COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP THE NUMBER OF 10d COMMON BUILDING HEIGHT EXISTING RIDGE A"t23'ABOVE AVERAGE GRADE PROFESSIONALLY FINISHED,STRUCTURALLY SOUND AND A WEATHERPROOF COMPLETED PRODUCT. NAILS REQUIRED IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE RECOMMENDED 2. ALL CONSTRUCTION TO COMPLY WITH THE FOLLOWING APPLICABLE CODES AND STANDARDS: NI nu1Rr_p nc rven c IN TuP_QTa_en DESIGN CHI]ERIA COVE:2025 RESIDENTIAL COUE 2025 NEW YORK STATE RESIDENTIAL CODE 2. RAFTER-TO-WALL ASSEMBLY: Ems' 2025 NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE LATERAL FRAMING AND SHEAR WALL CONNECTIONS FOR RAFTER,CEILING OR WALL TO TOP PLATE 2023 NATIONAL ELECTRICAL CODE(NEC) SHALL BE IN ACCORDANCE TO TABLE 3.3.WHEN A RAFTER OR TRUSS DO NOT FALL IN LINE WITH FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES 2024 WOOD FRAME CONSTRUCTION MANUAL(WFCIM) APPLICABLE LOCAL CODES,ORDINANCES,AND REGiULATIONS OF THE TOWN OF SOUTHOLD STUDS BELOW, RAFTERS OR TRUSSES SHALL BE ATTACHED TO THE WALL TOP PLATE AND THE i 3. THE GENERAL CONTRACTOR IS RESPONSIBILITY FOR ENSURING THAT ALL WORK AND CONSTRUCTION MEETS CURRENT WALL TOP PLATE SHALL BE ATTACHED TO THE WALL STUD WITH UPLIFT CONNECTIONS. ROOF DESIGN LOAD CALCULATIONS EXT.BALCONIES 60 PROP"'ERTY LOCAT101"yo MAP FEDERAL,STATE,COUNTY AND LOCAL CODES,ORDINANCES AND REGULATIONS,ETC.THESE CODES ARE TO BE OVERHANGING THE RAKE SIDE OF THE BUILDING SHALL BE CONNECTED WITH UPLIFT I �..... .,......� .�,..,�...►....�....... ... �,.�... ............,.� (LIVE LOADS PSF) DECKS 40 Z E N D ES I G N LrV1.J/✓CI\LV I{Z7 r„,V V1 1115-Af-LVI,,t.„11 V,\J 1 VI\ 197,y py,L1i111Q„L L/J19NVLV Los.;„V„fJ U-V,V L:119-11 1/ .1. i„1\I„Il VL CONNECTIONS IN ACCORDANCE WITH TABLE 3.3c. - 4 - WITH THE PLAN. ATTICS W/0 STORAGE 10 ".•x �A,>r.a.. ,"�' �" o f �• .' 3. WALL-TO-WALL ASSEMBLY: . � �- - W . ti-; �,�. ,�. � _ ,.,.. " - * , r r, •••-T_��--_T "a.�,.o.._ .� __ �.n.,. T � ... 4. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALED DRAAWINGS.(DO NOT SCALE DRAWINGS) ATTICS W/STORAGE 20 ,. '„ * _, WALL STUDS ABOVE AND STUDS BELOW A FLOOR LEVEL SHALL BE ATTACHED WITH UPLIFT - 6 �" _ ' -M j y , POST OFFICE BOX $$ 5. THE DESIGNER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION AND ASSUMES NO RESPONSIBILITY FOR ROOF(GROUND SNOW LOAD) PER NYS 301E " i CUTCHOGUE NY 11935 CONSTRUCTION COORDINATING WITH THESE PLANS,NOIR RESPONSIBILITY FOR CONSTRUCTION MEANS,METHODS, CONNECTIONS IN ACCORDANCE WITH TABLE 3.3b.WHEN WALL STUDS ABOVE DO NOT FALL IN LINE ROOMS(OTHER THAN SLEEPING) 40 -.. .. " � fi;�.,,�a».•„'t, r�:. �, a �� ,Y- `� _ 4 TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAIFETY PREPARATIONS AND PROGRAMS IN CONNECTION WITH WITH STUDS BELOW,THE STUDS SHALL BE ATTACHED TO A COMMON MEMBER IN THE FLOOR ROOMS(SLEEPING) 30 •'` .., ..-. 1 �. ;t",;g .. PHONE: 631.513.6589 THE WORK.THERE ARE NO WARRANTIES FOR A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE PLANS. ASSEMBLY WITH UPLIFT CONNECTORS IN ACCORDANCE WITH TABLE 3.3. STAIRS 40 6. REFER TO THE WINDOW AND DOOR SCHEDULE FOR EXTERIOR OPENINGS. �. I�r�i L ACCrMDI V Tn CA_I INIn_ATInNI• ......-...-... ,..........�.._.,.... _ 7. THE GENERAL CONTRACTOR IS TO ENSURE THAT MASONIRY OR PREFABRICATED FIREPLACES MEETS OR EXCEEDS STUDS SHALL B_ •vE CONNECTED TO THE FOUNDATION,SILL PLATE,OR BOTTOM PLATE uuMnvnAlw�Al�1 utn�a,11VI�� wv ""'"' � 7 FIRST WALL MANUFACTURES SPECIFICATIONS AND APPLICATION COIDES. WITH UPLIFT CONNECTORS.STEEL STRAPS SHALL HAVE A MINIMUM EMBEDMENT OF 7 INCHES IN .. B. THE GENERAL CONTRACTOR IS TO CONSULT WITH THE OWWNER FOR ALL BUILT-IN ITEMS SUCH AS BOOKCASES,SHELVING, EXPOSURE CATEGORY' DESIGN FOR CAT.C " ` FOUNDATION AND LAB-0N-SLAB-ON-GRADE,1 INCHES IN MASONRY BLOCK FOUNDATIONS OR "' , - "" �° #f I ' 4 T q. 5 C S 0 C �" ." j... v. PANTRY,CLOSETS,TRIMS,ETC. CONCRETES G c. � 1 ,� LAPPED UNDER THE PLATE AND NAILED IN ACCORDANCE WITH TABLE 3.3b.WHEN STEEL STRAPS 9. WIND LOAD REQUIREMENTS SHALL BE TAKEN INTO ACCOUNT DURING CONSTRUCTION. ARE LAPPED UNDER THE BOTTOM PLATE,31NCH SQUARE WASHERS SHALL BE USED WITH THE LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION DETAIL PAGE ",R. "» a=: l These plans are copyrighted and are subject to copyright ROOF-FOUNDATION AND GENERAL NOTES " = protection as an'architectural work"under Sec.102 of the ANCHOR BOLTS.ANCHOR BOLT SPACING IS TO BE SPACED AND SIZED IN ACCORDANCE TO TABLE ( ) M r 3 ..,..� Copyright Act,17 U.S.O.as amended December 1990 and known " �� F . �- as Architectural Works Copyright Protection Act of 1990.The 3.2a. IN ADDITION TO SPACING,ANCHOR BOLTS ARE TO BE SPACED BETWEEN 6-12 INCHES FROM � 1 --- _ 4 - „ � ;_i - ." - , CAT' N ®TES [ ., . -.,,..�,�# �'n,rtt a. �"' E0 U THE END OF A SILL PLATE AND ALL CORNERS. NAILING SCHEDULE SEE GENERAL NOTE PAGE ' protection Includes but is not limited to the overall form as well «�' - - .... � design.a Under such and protection,unauthorized of spaces and elements of 5. TYPE I EXTERIOR SHEARWALL CONNECTIONS: as TYPE I EXTERIOR SHEAR WALLS WITH A MINIMUM OF INCH WOOD STRUCTURAL PANEL ON THE J ' ` a; F p a horized use of these plans, " 1s EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE - ,,.�+� s �. r1 _ �:� • ,$ ®` , work or home represented,can legally result in the cessation of L THE GENERAL CONTRACTOR AND MASON TO REVIEW PLANS, ELEVATIONS,DETAILS AND NOTES TO EXTERIOR ATTACHED WITH 8d COMMON NAILS AT 6 O.C.A THE PANEL EDGES AND 12 O.C.IN THE F; construction or buildings being seized and/or monetary DETERMINE INTENDED HEIGHTS OF FINISHED FL(OOR(S)ABOVE TYPICAL GRADE. FIELD,AND INCH GYPSUM WALLBOARD ON THE INTERIOR ATTACHED WITH 6d COATED NAILS AT M'" ' `�' "" " '; - " � _.:,, compensation to ZEN DESIGN LLC. . � . f ___ __ _ FIRE PRnTF(;TIQN SMnKF Al ARMS Tn f;nMPl Y WITH NFPA 77 ANn NYS RR1 d(Rr. ;,-� � :• r"' Y- ' >` f'` �,� ��. ,;�. +� 3. - 1. ALL 1•UUIiiniuS Il)tit51 tllV L1IVUISIUlttStt)(VIFtl91I1V)SUIL. 7"O.C. PANEL EDGES AND 10"O.C. IN THE FIELD SHALL BE IN ACCORDANCE WITH THE LENGTH SMOKE&CO2 DETECTORS CARBON MONOXIDE ALARMS TO COMPLY WITH R315 IRC. m �" _ "' `•� - 1'•'S/i-.m"''++ 747 3. PROVIDE 2" EXPANSION JOINT MATERIAL 13ETWEIEN CONCRETE SLABS AND ABUTTING CONCRETE OR REQUIREMENTS SPECIFIED IN TABLE 3.15a-b. ( ) •°. ' .`. " , e •, MASONRY WALLS OCCURRING IN EXTERIOR OR(UNHEATED INTERIOR AREAS. 6. TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: - 4. ANY NEW CONCRETE WALLS BEING ATTACHED Tf0 EXISTING CONCRETE STRUCTURE SHALL BE TYPE 11 EXTERIOR SHEARWALLS SHALL MEET THE REQUIREMENTS OF TABLE 3.15a-b TIMES THE ENERGY CALCULATIONS; 2025 NYS ENERGY CODE:. • . . .,,_. r .' ' ` NO. ISSUE DATE INSTALLED WITH#5 RE-BAR,18" LONG AT 12"OI.C.USE APPROVED EPDXY FOR INSTALLATION. APPROPRIATE LENGTH ADJUSTMENT FACTORS IN TABLE 3.16. # `h,"' r ` :` °, - .. 5. UNLESS OTHERWISE NOTED,ALL SLABS ON GRAIDE TO BE 4000 PSI.CONCRETE TO BE POURED ON 4" 7. INTERIOR SHEARWALL CONNECTIONS: '" so C AIMC RACrCU I�CII►IrAOMwI@ I?,MCOInM CI ADC TA OC AAILIIRAl1AA An At I niAtARI r CInnA►At I I MM---Tuc pvrnnnrn ski TAQt r-4 -1 A CUAI I Or DCDnArrrrn Tn Or _- > ; - k oµ-w �` • ,� ,► r:A , r 01 SCHEMATIC DESIGN I 01.�.0.26 TL/tM!CAAIn AD f'-`DAVLI CII 1 �AflTCJ Cv l ....rv.. ......... v..v...u..........v..v.r....v .V w............v...�r ...-- ....�- -.�... ��............ .........�-. ... .. ....�. ,......�� .........-� ... ------ ---- ---- -- - -- .srvr s THICK.ALL FILL TO BE COMPACTED TO 95°.6 RELATIVE DENSITY WITH 8 INCH MAXIMUM LIFTS(LAYERS). INCREASED WHEN INTERIOR SHEARWALLS ARE USED.SHEATHING AND CONNECTIONS SHALL BE IN £ . ' ,.��_ r"'> {' �., $, :..;., �'' , .{ TM X .. 02 PERMIT SET 01.19.2E 6. CRAWL SPACES TO BE PROVIDED WITH A MINIMIUM 18x24"ACCESS OPENING.IN ONE 8x16 ACCORDANCE WITH 2.4.4.2 AND 2.2.4 RESPECTIVELY. CLIMATIC & GEOGRAPHIC DESIGN CRITERIA . - '` ' CAST IRON FOUNDATION VENT FOR EVERY 150 SiQ/FT OF AREA. 8. CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4 _ a. ._ *� ` 03 PERMIT REV 1 05.12.26 s w'.; � , 7. DAMPROOF EXTERIOR OF FOUNDATION WITH BITfUMINOU5 COATING AS REQUIRED BY CURRENT N.Y.S. HEADER AND/OR GIRDER CONNECTIONS SHALL BE ATTACHED WITH UPLIFT CONNECTIONS IN '. ! ' ; GROUND WIND SEISMIC FROST WINTER ICESHIELD t" - P... , ', .••", RESIDENTIAL CONSTRUCTION CODE.A 6-MIL POLYETHYLENE FILM SHALL BE APPLIED OVER THE ACCORDANCE WITH TABLE 3.5 WINDOW SILL PLATES SHALL HAVE CONNECTIONS IN ACCORDANCE FLOOD f. + + SNOW SPEED DESliGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT -• . b BELOW GRADE PORTION OF EXTERIOR WALLS PRIOR TO BACKFILLING. WITH TABLE 3.5. HAZARDS f I nAn (MPH( CATFGinRY DEPTH TEMP. REn111REn .. B. DRAINAGE AS REQUIRED BY CURRENT N.Y.S. RESIDENTIAL CONSTRUCTION CODE. 9. CATHEDRAL CEILING ASSEMBLY: "'" '�""� """� .T *_r "�� '� ^' • I - , W "•, s 6 ^rv^V":�•y$ vxdr Tn -gyp{, ., I MODERATE SLIGHT TO " #' ,,. r.•' , >..., a� !�. s, � � e • ?�*' ,,, � t WHERE A RIDGE IS TO BE USED AS A STRUCTURAL BEAM THE RAFTERS SHALL EITHER BE 20 PSF 130 B' SEVERE 3 FT. 11 NONE s_: m ' TO HEAVY MODERATE t` `x , ," NOTCHED AND ANCHORED ON TOP OF THE BEAM OR SLOPE CONNECTIONS SHALL BE ATTACHED TO q G NO TES EACH RAFTER-TO-RIDGE ALONG THE OPEN CEILING PART OF THE BUILDING.CONNECTIONS TO THE /� RIDGE AND WALL SHALL BE ATTACHED WITH THE ABOVE REQUIREMENTS. 1. ALL FRAMING TECHNIQUES AND METHODS AS PRESCRIPTIVE DESIGN OF CURRENT SBC HIGH WIND I i FRAMING AND FASTENER INFORMATION I�X ; C� (�(�(� �H U L ADDITION WOOD FRAMING CONSTRUCTION MANUAL. t I 2. UNLESS OTHERWISE NOTED,ALL FRAMING AND STRUCTURAL WOOD MATERIAL TO BE#2+BTR. D E C COVERED PORCH NOTES SIZE DOUGLAS FIR. MARK LOCATION SIMPSON TIE# INSTALL NOTES 3. FLOORS,WALLS,CEILINGS AND RAFTERS TO BE SPACED AT 16"O.C.UNLESS OTHER WISE NOTED. lD# TYPE UNITSIZE(WXH) R.O.(WXH) MATERIAL NOTES U VALUE 4. UNLESS OTHERWISE NOTED,ALL BEARING WALL HEADERS TO BE(2)2x10#2+BTR.DOUG. FIR. 1. UNLESS OTHERWISE NOTED,ALL FRAMING MATERIAL TO BE#1 ACQ PRESSURE TREATED LUMBER. 1 ROOF RIDGE LSTA/15 EVERY RAFT `n rA -•11"„7 r GROUND FLOOR BEARING WALL HEADERS TO HAVE(2)JACK STUDS AND(2)FULL LENGTH STUDS ON EACH SIDE OF ALL ALL FASTENERS,HANGERS AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL. - `4 -- 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 2 RAFTER WALL LSTA/16 EVERY RAFT ID1'1 SWING 2'-6"x 6'-8" 2'-8"x 6=10" METAL CLAD REUSED OPENINGS. BEARING WALL WINDOW SILLS SHAILL ALSO HAVE(2)WINDOW SILL PLATES FOR 2x4 WALL CONCRETE PIERS SHALL BE ANCHORED WITH PROPER STEEL CONNECTORS ANCHORED INTO / IL2 GA-i x 16 OPENINGS BETWEEN 4'-1"AND 6'-0"AND 2x6 WALL OPENINGS BETWEEN 5'41"AND 8'-9".PROVIDE CONCRETE WITH A MINIMUM 2 INCH DIA x 7"LONG ANCHOR BOLTS AND WASHERS AND NUTS. FIRE STOP AND BLOCKING WHERE APPLICABLE. 3. POSTS SUPPORTING GIRDERS SHALL BE ANCHORED TO A 12xi2xi2 THICK CONCRETE FOOTING.USE 3 WALL/WALL LSTA/21 EVERY STUD 20 GA-i t x 21 ID21 XO SLIDER 940"x6Wff 9=11764" .-RGLASS 0.19 5. ALL FLUSH BEAMS/HEADERS TO BE INSTALLED 1WITH HEAVY DUTY GALVANIZED HANGERS AND 1 A MINIMUM 2 DIA x 8"LONG ANCHOR BOLT WITH WASHERS AND NUTS. FOOTINGS SHALL BE 3 FT. r A�.CuCoS It►uroc nnD`/�ADt C TA nLL C^.."!".crm�,r�.^.�cTc BELOW GRADE. PORCHES WITH COVERED ROOFS SHALL HAVE 12"DIA CONCRETE PIERS FOR THE 4 WALL/BASE PL. RSP4-B+M EVERY STUD 20 GA-21"x 4 2 ' 1 6. DOUBLE UP FLOOR JOISTS UNDER WALLS THAT RUN PARALLEL TO THE FLOOR JOINTS AND UNDER GIRDERS. BATHTUBS. FLOORS TO HAVE CERAMIC TILE INSTrALLED SHALL BE VERIFIED FOR PROPER LOAD 4. DECK JOISTS TO HAVE BLOCKING AT 8'-0"O.C. CAPACITY UNLESS NOTED ON PLANS. 5 BASE PL/FOUNID 2"0 ANCHORS 4'-0"O.C. ADD AS NEEDED 7. PROVIDE(2)13/4'THICK MICROLAMS(HEIGHT-TO MATCH FLOOR JOISTS)AROUND STAIRWELL 5 A MINIMUM OF 10 INCH FLASHING SHALL BE INSTALLED BETWEEN THE BUILDING AND LEDGER. ; -v 0 WINDOW SCHEDULE AND/OR OTHER ACCESS OPENINGS UNLESS OTHERWISE NOTED(TYPICAL). LEDGER TO BE FASTENED TO BUILDING WITH:'INCH DIA.BOLTS WITH WASHER AND NUTS WHERE NEEDED. F - ALL TIES TO BE SIIMPSON STRONG TIES OR EQUIVALENT 8. DORMERS RUNNING UP FLOOR RAFTERS ARE TO BE SUPPORTED BY DOUBLE RAFTERS ON EITHER SIDE „ -Tr 0%1rf.I-0- VAN I nr w wAIAUAw1,w■ nn wn„\Ir I1Ar>• AI I I-DAIIAImr_ Awill VA CrrC11t 1IU/_C U A I I /\n nA DI V\MITE(TUC SIZE V. L.I 11-1 VVI.V1\i-I \.7.711„LL.V1..r%1.111.11.1Y1.1 V I1VVrL.VI\I'1V L.. ..rr. .............ru.w .....rr.r......,.v....rr vV.... r. ...... ...r WHERE APPLICABLE UNLESS OTHERWISE NOTED. 7. ALL JOISTS TO BE SUPPORTED WITH HANGERS AND ANCHOR BOLTS.EACH JOIST SHALL ALSO BE PRESCRIPTIVE PROVISIONS OF THE 2025 NYS RESIDENTIAL CODE W# TYPE SILL HTA.F.F. UNITSIZE(WXH) R.O.(WXH) NOTES aVALUE -0 ��RE� ARc 9. PROVIDE BLOCKING/BRIDGING IN FLOOR JOISTS AT 8' "O.C..USE SOLID BLOCKING IN FLOOR JOISTS ANCHORED TO GIRDER(S). AND THE 2024 WFCM FOR ONE&TWO FAMILY DWELLINGS V�5 .( E.NIc y�T UNDER ALL BEARING WALLS. 8. COVERED ROOFS SHALL BE ASSEMBLED AND ANCHORED THE SAME MANNER AS A TYPICAL SECOND FLOOR 10. PROVIDE INSULATION BAFFLES AT SAVE VENTS BETWEEN RAFTERS. INSTALL DRAFT BLOCKING AS A BUILDING. WIND DESIGN CRITERIA'',SHALL COMPLY WITH SECTION R301 OF THE 2.1 AWNING 3=2" X'O"X2'-61' VERIFY MFR. NEEDED. 2025 NYS RESIDENTTIAL CODE 0.19 N z 11. UNLESS OTHERWISE NOTED,ALL ROOFS AND WALLS TO HAVE A MINIMUM 2"THICK,4 PLY FIR CDX ■ 5 1 1% AM Itf1 ■ f!� I ^ RL I �,��Mr"+ EXPOSURE CATEGORY tC-DESIGN WIND SPEED 130 MPH 2.2 AWNING 3-2" 3'-0"X2'-6" VERIFY W/MFR. TEMPERED 0,19 E)t.I ERiOR SHEAl t"IiNG GRADE FLY WOOD. FLIeY'V00D TO LOVER OVER FLATES AND HEADERS. I 17T s 12. UNLESS OTHERWISE NOTED USE THICKT&G PITS FIR OR ADVANTECH PLYWOOD SUBFLOOR l 04442-B 0 A- ADHERED WITH PL400 ADHESIVE AND SCREWED TO FLOOR JOISTS. FINISHED FLOOR TO BE INSTALLED NOTE: *ALL UNIT SIZES ARE FINISHED OPENING SIZES.CONTRACTOR TO VERIFY WINDOW JAMB DIMENSIONS W.ROUGH OPENINGS. TF �F OVER SUBFLOOR AS PER MANUFACTURE'S INSTRUCTIONS. 1. ALL PLUMBING WORK SHALL COMPLY WITH THE 2025 NEW YORK STATE RESIDENTIAL CODE- NAILING SCHEDULE PLUMBING PROVISIONS AND ALL APPLICABLE SUFFOLK COUNTY DEPARTMENT OF HEALTH *ALL GLAZING SHALL MEET WIND BORNE DEBRIS REQUIREMENTS PER THE BUILDING CODE OF NYS. 13. ALL BATHROOM WALLS TO HAVE 2"THICK MOISTURE-RESISTANT SHEETROCK.GARAGE WALLS AND REQUIREMENTS. *EGRESS OPENING MIN.5.7 SQ FT-MAX.44"SILL-AFF CEILINGS AND OVER FURNACE TO HAVE 8"THICK TYPE-X SHEETROCK.ALL OTHER PARTS OF BUILDING 2. VERIFY SEPTIC SYSTEM WITH THE ENGINEER FOR SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL TO HAVE REGULAR'"SHEETROCK.ALL WALLS Tf0 BE TAPED AND FINISHED. 3. IF WALL STUDS,PLATES OR JOISTS ARE CUT OUT DURING INSTALLATION FOR ANY PLUMBING RELATED ROOF,iiEME %S O FLOOR trFtHNEW1a ji-RK IrVT E RE ID I N THE F CODE H 14. ALL ROOF WITH A PITCH LESS THAN 4A2 SHALL.BE INSTALLED WITH AN ICE&WATER BARRIER OR WORK,PROVIDE ADEQUATE BRACING AND PLATES TO PROTECT AND SECURE THE STRUCTURE.VERIFY REQUIREMENTS OF THE 2025 NEW YORK STATE RESIDENTIAL CODE AND THE 2024 ED AS NOTED APPROVED EQUAL.FLAT ROOFS SHALL BE APPLLIED WITH A FIBERGLASS BASE SHEET WITH AN EPDM WITH THE STATE CODE AND MANUFACTURES RECOMMENDATION FOR MAXIMUM HOLE SIZE AND WOOD FRAME CONSTRUC1110N MANUAL(VVFCM). TORCH DOWN TYPE MATERIAL OVER. SPACING PERMITTED. DA �L' I 15. ALL SILL PLATES AND WOOD IN CONTACT WITH(CONCRETE TO BE PRESSURE TREATED.SILL PLATES TO FEE l . BY: BE INSTALLED WITH A FOAM SILL GASKET AND COP-R-TEX TERMITE SHIELD OR APPROVED EQUAL. N �� _ w s ■ w"�.=r•�r.. ROOF SHEATHING REQUIREMENTS FOR WIND LOADS NOTIFY BUILDING DEPARTMENTAT 631-765-1802 8AM TO 4PM FOR THE j� " "��r r �� U `' I I FOLLOWING INSPECTIONS: b H A N b b U U 1 `U � NAIL SPACING AT NAIL SPACING AT INTERMEDIATE FOUNDATION- RESIDENCE E L E\`.eT ' C L. NOTES SHEATHING LOCATION PANEL EDGES SUPPORTS IN THE PANEL FIELD 1 FOR POURED CONORETEUiRED 1. MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODES AND 4' PERIMETER L ALL ELECTRICAL TO BE INSTALLED AS PER N.Y.S.RESIIDENTIAL CONSTRUCTION CODE. SAFETY REQUIREMENTS. 1Sd COMMON @ 6"O.C. 8d COMMON @ 6"O.C. 2. ROUGH-FRAMING&PLUMBING EDGE ZONE 3. INSULATION 2160 NORTH BAYVIEW 2. ALL ELECTRICAL WORK SHALL BE APPROVED BY A QMALIFIED UNDERWRITER. 2. HVAC SUBCONTRACTOR IS TO FULLY COORDINATE ALL SYSTEM DATA AND REQUIREMENTS WITH THE •- --•�--,�-•^ --•• -� ^ ^ --�-• -- �- 4. FINAL-CONSTRUCTION MUST J. ALL ELECT KIt;P►LVIIUItV1-10 GVIViYLY 1iV111i 1U231Vt1;. E I11F'MENi SUPPLIER. III Icntvn s.vnc ou trVnunVl• O V.V. tw trVlr11nV1• u V.a.. r+/1I ICI I/\. ^ •+�i r i+'+,I avu I nULU, III I .L.L=P/-L 4. SMOKE ALARMS SHALL COMPLY WITH SECTION R314 OF THE 2025 NEW YORK STATE RESIDENTIAL CODE AND NFPA 3. HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING AND SUBMIT IT TO THE GABLE ENDWALL RAKE BE COMPLETE FOR C.O. 72. GENERAL CONTRACTOR AND OWNER FOR FINAL REVIEW AND APPROVAL 8d COMMON @ 4"O.C. 8d COMMON @ 4"O.C. ALL CONSTRUCTION SHALL MEET THE S.C.T.M. # 1000 " 79 "' 6 -3.8 5. CARBON MONOXIDE ALARMS SHALL COMPLY WITH SECTION R315 OF THE 2025 NEW YORK STATE RESIDENTIAL AND RAKE TRUSS REQUIREMENTS OFTHE CODES OF NEW CODE. YORK STATE. NOT RESPONSIBLE WALL SHEATHING REQUIREMENTS FOR WIND LOADS DESGNORCONSTRVOTON ERRORS� SCALE: E� ►1 ��2�� 'D� �� jvd � Vv®cam ( I I SHEATHING LOCATION NAIL SPACING pANEL EDGES T NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD COMPLY WITH ALL CODES OF DATE: 01.19.2E 1. THE DESIGN CONSTRUCTION SHALL COMPLY WITH THE 2025 NYS ENERGY CONSERVATION 1. NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS 1 " " NEW YORK STATE&TOWN CODES CONSTRUCTION CODE. PRIOR TO FILL REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 4 EDGE ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. AS REQUIRED AND CONDITIONS OF 2. ENERGY COMPLIANCE SHALL BE DEMONSTRATED BY PRESCRIPTIVE METHOD OR APPROVED ENERGY DRAWN BY: Z.E.N. ANALYSIS. 2. COMPACTION OF NEW FILL SHALL BEAT LEAST 95%PROCTOR DENSITY(PER ASTM D 698 AND ASTM INTERIOR ZONE �&1 COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SOUTHOLD INfV ZBA n'15R7) rnmPAf:T THE Snii=AT i?" LIFT.(TYPIrAI) rnNTRArTnR Tn HAVF FII_I_TFRTFn RYA ^ ^�� PROFESSIONAL AGENCY FOR COMPACTION. SORD TOM ` u V" E I R E LO C I N G NOTES 3. DO NOT BACKFILL UNTIL FIRST FLOOR DECK CONSTRUCTION,INCLUDING SUBFLOOR,IS COMPLETE. HEADER CHART SOUTH �TOY't"VTRUSTEES KYS. cG FIREBLOCKING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.11 OF THE 2025 NEW YORK OTHER NOTES HEADERS (2)2x6 (2)2x8 (2)2x10 (2)2x12 S OLD HIV GENERAL NOTES STATE RESIDENTIAL CODE.FIREBLOCKING SHALL BE PROVIDED TO CUT OFF AL CONCEALED DRAFT SCE' f\nrw I I A in[` In^rtI IIr M I„AI AAII'\IJnn"r%h M A I\ AAIr%T'P\rP\nAA Awl rrrrf\TR/r rl rlr nA nn lrn nrMA/rrA/ cyl Dw o171U�. IPA AI en A 11I. v. �.vl.%A�%uv 111 .1-1u 6vt\%_e-s-11v.\.�-v..I�_f r\1.✓ /v I v1\n1 r\I• L./t L-v/1v-I ua_a+ru\.\IZ.\u_0•.L.a-1• v •• ••• -•••• STORES,AND BETWEEN A TOP STORY AND THE ROOF SPACE.FIREBLOCKING SHALL BE PROVIDED IN Additional S(; ®U L ES I- PROVIDE S"TYPE-X SHEETROCK FIRE STOPPING AT 10'-0"MAXIMUM DISTANCES FOR NON ROOF ONLY 4'TO 6' 6'TO S' 8'T010' WOOD-FRAME CONSTRUCTION I THE FOLLOWING LOCATIONS. iO'TO 12' Certification ACCESSIBLE AREAS. 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING FURRED SPACES,AT THE ta TOR 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 i STORY 4' 4'TO 6' W TO 8' 8'TO 10' UP !' I May Be Require 1. 0 EXCEEDING 10 FEET.BATTS OR BLANKETS OF MINERAL OR WITH ACQ. t � 1 GLASS FIB ED AT INTERVALS NOT 3. INSTALL 1-CO2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. U 1S ��,�1•Id W� GLASS FIBER SHALL BE ALLOWED AS FIREBLOCKING IN WALLS CONSTRUCTED USING PARALLEL 2 STORY - - 4'TO 6' 6'TO 8' � �w'�� ROWS OF STUDS OR STAGGERED STUDS. I 1 1 1 I I /� " 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS NOTES: WITHOUT VER ► a OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS • FOR SPANS OVER 4"WIDE, HEADER REQUIRES 2"MIN.SOLID OF OCCUP1r11 "I 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. BEARING AT EACH EPND DOWN TO FLOOR OR BOTTOM PLATE. A ENCLOSED SPACES UNDER STAIRS SHALL COMIPLY WITH CURRENT N.Y.S.RESIDENTIAL CODE. 4. AT THE OPENINGS AROUND VENTS,PIPES AND DUCTS AT CEILING AND FLOOR LEVEL,TO RESIST z" PLYWOOD SPACEIRS ARE USED FOR 2X MEMBERS TO MATCH 2X4 I1-rl+_r..w,...A,._..1.-. A..r ..•.. ..�,.....,.�..,^F^-I-..1/.. -.. OR 2X6 STUD WIDTHIS. ELECTRICAL s, a.rnL.L.rnsy„aL:yr ru+eraA_rllry rnvvva.Ia� yr 41%1 '0uolwl1. (I II 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES,AS REQUIRED BY CURRENT N.Y.S. t INSPECTION REQUIRED # RESIDENTIAL CODE. 2ND FLOOR WALL - -- KING STUD - �1 I III NEOPRENE GASKET . CRIPPLE STUD ------ - - - --- - 1ST FLOOR WALL - --�I I II I I I III WOOD JOIST W LLLVVV LV W - '~ HEADER -- • . - • • t ROOF JACK ------ —® STRAPPING TO BE ATTACHED TO WALL STUDS (1 GIRDER/HEADER 48" JACK STUDS -------- ZEN DESIGN OC AND ALL WINDOW/DOOR OP ENING JACK STUDS POCiiiG LAPS FLASHING • \,\ AT SIDES AND TOP POST OFFICE BOX 88 FLOOR JOIST DEPTH USP NUNIBEP DESCRIPTION APPLICATION SPLICED JOISTS OVER HEADER/GIRDER • ,, CUTCHOGUE, NY 11935 FLASHING LAPS ROOFING _-__ — -• 4"-EllLSTA36 1-1/4"x36"1Egxa.STRAP INSTALL 4'0"Q.G.AND JACK LOCATION USP NUMBER DESCRIPTION APPLICATION PHONE: 631.513.6589 AT BOTTOMSTUDS ON ALL OPENINGS JOIST TO RT1O TYDOWN CONNECT TO LOCATION USP NUMBER DESCRIPTION APPLICATION '3"-16" LSTA4E 1-1/4"x4€3"1.6�3a. STRAP INSTALL 4'0"O.C.AND JACK GIRDER/ HEADER ANCHOR EA.JOIST i .`iTUCa O a ALL OF'CivlidGS I ALL OPENINGS LSTA12 1-1J4"X12."20GA. STRAP APPLY TO EACH JACK STUD ROOF JACKS �<VENTS DETAIL ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD These plans are copyrighted and are subject to copyright protection as an"architectural work"under Sec.102 of the Copyright Act,17 U.S.O.as amended December 1990 and known as Architectural Works Copyright Protection Act of 1,990.The protection includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of design.Under such protection,unauthorized use of these plans, work or home represented,can legally result in the cessation of construction or buildings being seized and/or monetary compensation to ZEN DESIGN LLC. NO. ISSUE DATE 01 SCHEMATIC DESIGN 1 01.10.26 - ENDtr'JALL 02 PERMIT SET 01.19.26 o SIDELVALL WOOD JOIST------ GIRDER/HEADER FLOOR USP NUMBER DESCRIPTION APPLICATION WOOD JOIST ---— - _ 1ST ADS5 HOLD DOWN ANCHOR CONNECT TO 1 SIDE OF ALL CORNERS TO,FOUNDATION VV/ANCHOR BOLTS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE 2ND ADS5 HOLD DOWN ANCHOR CONNECT TO 1 SIDE OF ALL CORNERS SUPPORTED WITH THE PROPER STEEL CONNECTOR. IF ABLE, Ora BOTH BOT. PLATE OF 2ND FLOOR SET FIR JOISTS AFROX 2"HIGHER THAN LVL HEADERS TO ANID TOP PLATES OF 1ST FL.CONNECT ALLOW FOR SHRINKAGE&REDUCE BUMP OUTS. THIROUGH THE FLOORS TO EACH OTHER W//THREADED ROD. WIND-BORNE DEBRIS PROTECTION' FOR WOOD STRUCTURAL PANEL AS PER S C. �. �� .:._ T.ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) ' \NiiNDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS lr'yfOOD STRUCTURAL PANELS WITH A �� . 4"T�! U00 P�IINII�"U ,!THICKNESS OF F�"AND II?.A`Ci►�4U11 PANEL SPAN OF S. FEET SHALL BE PERMITTED FOR OPENING PROTECTION 1N ONE AND TWO STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO i SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4. QF N.Y.S. RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR IVEHIMASTER BATEl DESIGN-PRESSURE.A.LL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE.ALL PANELS MUST BE CUT TO SIZE Nmf y r-------- m r, r AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR 4"'�rHAT OPENING IT IS TO COVER. HARDWARE lJ 2 V � T ----- ---------� MUST ACCOMPANY SHUTTERS FOR INSTALLATI0,11L " �ERED ARC 4„ ��j)�??S �} S Q ��' �j I ��5 E. Nicy y'TF 11 2V / n !S, A � ----- --------- ----=- ------ -- --. i �-_____________-_-- -- -- ---- -- ---- -- ---- -- ------------- --- --------------- ------- O - ---------------- -- ------------------, LA V I %!/C. S,�':af �ri< I I i ! -- -------------------- --- ---------------- -- -------------- sT 0 4 4 4 23 FASTENER TYPE: SPACING: j �r �O �•//�� ^g /��h}�j t i '�i i I F BBL,�II/}i�LVtd/r " 'I I /I� I I 1 �F NE`1I �' ' " C " O ; O `r i Q ; O No. E WOOD-SCREW BASED 16 Q.G. ; I OI; ANCHOR WITH 21N. 2" 2„ 2„ ------ +---- ----- - -- EMBEDMENT LENGTH Nc.10 WOOD-SCREWS BASED 16"O.C. ANCHOR WITH 21N. I " I EMBEDMENT LENGTH O O I O b O O i EA 2 I ' ------- "--------------- - =--- -- - - ------ r --- --- /±... i I I I ---i- i ----------- O' - ------- - �„ 1 I I a DIA LAGSCREW BASED 16'O.C. i _ i C R ��rHBl��f i i i � '' ------------------r l ANCHOR 1�4riTH 21P4. EMBEDMENT LENGTH. I I I I R _N S R - - . _ Z 11/n V; 1 112 Vi ` ii 11/2V 11/2G' 1112V 1112V 11/2V I O i O Q : O RESIDENCE i i I I lAV ; ITV tAV 1AV I oil ! 1Io ! i 2160 NORTH BAYVIEW ti I,. t 2x4 DF#`2 STUDS - ! I WC. APA RATED SHEATHING 0.A.1. !W..C. ��s ! i �, ! / GRADE PLYWOOD I SOUTHOLD, NY 11971 P,".�iCN D.W Sit"'t? 1 " LTERNATIVE „O.S. ) PA PLYWOOD SHEATHING 9 ^ 6 "'3. 1 , r-Z 00.1 ;qWV _..,... l ; 4"A YV'arOO - --- - O T O j O O ; ; O �� r (A e. S C T M # 1000 7 ; „` 2„ 21V 2„ 2„ 2„ „ ! WINDOWSILL SILL ' SCALE: 1/2"=1'-0" 2 O II ----- -------------------2 2„ -- -------- - ------ - I N D z Z C.O. IT 411 A / fl P! N!1 DATE: Oii.ini.26 TO APPROVED SANITARY � �/` � O O 06 ! O O ; DISPOSAL SYSTEM FASTENER TYPE: SPACING: ! ! ! ! DRAWN BY: Z.E.N. No. 8 WOOD-SCREW BASED Ell O.G. ANCHOR WITH 21N. I I I I I I u� f EMBEDI`IENT LENGTH O O ! O Q O I O No. 10 WOOD-SCREWS BASED E"O.G. t ANCHOR WITH 21N. ----- ------ I ------ -- ------------- TYPICAL DETAILS PANEL SPAN EQUAL OR SMALLER THAN 4 FEET EMBEDMENT LENGTH 1„ 16"O.C. fl O O \ O1101RISER DIAGRAM DiA LAGSGREVkJ EASED ANCHOR WITH 21"1. EMBEDMENT LENGTH. ` MULTIPLE PLYWOOD ASSEMBLIES(2)2x4 DFV2 STUDS CONNECTED TOGETHER WITH STAINLESS STEEL OR offl GALVANIZED BOLTS / STALE: �uTs 2 0�o cHERs AND NUTS a - E --------------------------- D'0711,'DSTUD IVALL ZEN DESIGN GaRaGE �IEKI STUD KIAL L [=,!Elfii DOOR EY',1 T r--%G DOOR POST OFFICE BOX 88 CUTCHOGUE, NY 11935 PHONE: 631.513.6589 These plans are copyrighted and are subject to copyright RELOCATE EXISTING GARAGE protection as an"architectural work"under Sec.102 of the DOOR TO FRONT STOOP AREA Copyright Act,17 U.S.O.as amended December 1990 and known as Architectural Works Copyright Protection Act of 1990.The protection Includes but Is not limited to the overall form as well as the arrangement and composition of spaces and elements of design.Under such protection,unauthorized use of these plans, work or home represented,can legally result in the cessation of construction or buildings being seized and/or monetary UP compensation to ZEN DESIGN LLC. V� NO. ISSUE U DATE /` 01 SCHEMATIC DESIGN 1 01.1.0.26 a ` UPI-— G �� 02 PERMIT SET 01.19.26 �y V� 03 PERMIT REV 1 05.12.26 BEDROW1.3 CL FOYER ,�Qm �O CL CL CL 6U1tT INS BUIITINS BEDROOM 2 I I �___-I LAUrlDF;Y -----I l o 0 ! DIPdING O LlVIPr'G Vv r BOTH Y V I ARC�r 151TCHEN "H2 ��( E.N/C/yO`�<C' �V sx 0 S� 0444SS TF �t OF N E� f i f / STEP i/ OUTDOOR SHOWER 6 A BRANSBOURG 00 A-300 RESIDENCE l 2160 NORTH BAYVIEW avU r S.C.T.M. # 1000 79 6 -3.8 ------------------------------------ SCALE: DATE: 05.12.26 DRAWN BY: Z.E.N. �—NENJ CABLE GUARD Ra',IIL FIRST FLOOR PLAN REAR ELEVATION N77 Zl�,, ZEN DESIGN / POST OFFICE BOX 88 ` \ CUTCHOGUE, NY 11935 / LA PHONE: 631.513.6589 \ f JI L \ / / These plans are copyrighted and are subject to copyright protection as an'architectural work'under Sec.102 of the / r Copyright Act,17 U.S.O.as amended December 1990 and known O r;I E L IJ as Architectural Works Copyright Protection Act of 1990.The protection Includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of design.Under such protection,unauthorized use of these plans, work or home represented,can legally result In the cessation of \ / construction or buildings being seized and/or monetary compensation to ZEN DESIGN LLC. f \ / / \ x 0. ISSUE DATE 01 SCHEMATIC DESIGN 1 01.10.26 / \ 02 PERMIT SET 01.19.26 / \ 03 PERMIT REV 1 05.12.26 � O SE f SPaul[:[- \ rEDI 9� - E1 11S1JE // \\ J 1k 1k r ' OPEN! EI-Otri"Al \\ W r A _zF Ll - I I - y \ / STOR - 3 / i;D A - - / R R\ (E C E.N/Cy � � �� Ohs n� N� Z 9 04 4 42'' �A- AO OF NV- / 1 E i IRED / 1 EC � H , r DL� i IJHAN5bUUHU -/Z� RESIDENCE 2160 NORTH BAYVIEW SOU 1 HOLU, Ir 1 1.1.V!1. S.C.T.M. # 1000 - 79 6 --3.8 DjEL M6°°.MED ROOF DECK L G f,, AI1_ SCALE: DATE: 05.12.26 _ DRAWN BY: Z.E.N. MIDE LA PREP FOR r''E1rj Irtf � � E ROOF1�;! , SLEEPL- f.r.0 11!Ekrif D E KJ[1 ° . SECOND FLOOR DEMO PLAN - -- - -- - - - - - - -- - E-YfISMA!G STUD U K AL L ) � f0fL'STUD WALLS rl,.Mri/ D 71,' E 1S 11',"G D 0 0 R ;�0 0 ZEN DESIGN POST OFFICE BOX 88 CUTCHOGUE, NY 11935 PHONE: 631.513.6589 These plans are copyrighted and are subject to copyright \ / / protection as an'architectural work"under Sec.102 of the \ / , Copyright Act,V U.S.O.as amended December 1990 and known ` � �"�� /\/ \ / as Architectural Works Copyright Protection Act of 1990.The protection Includes but Is not limited to the overall form as well as the arrangement and composition of spaces and elements of design.Under such protection,unauthorized use of these plans, work or home represented,can legally result In the cessation of construction or buildings being seized and/or monetary / nn p \ / compensation to ZEN DESIGN LLC. X NO. ISSUE DATE 01 SCHEMATIC DESIGN 1 01.10.26 02 PERMIT SET 01.19.26 / 03 PERMIT REV 1 05.12.26 E)aISTING kItIlr-10O J TO REF 1�1r \\ J1 IL - -- - ° J rtrAc3 ER SUITE // OPEH PEI OVI �\ r lEVP 2'— 1f > '— " E 0 C I tE T DCO R - (BE I ROW 4,) cal `:- T;icv / \ / \ LO \ c� Ce EXISTING HEADER (UNCHANGED) RE L -A PAT1G SLIDER RGUG' -w I1 OPEr�Ir -� '- _. _'° �, G'-�'!' E��I CLOSET ----- — .- r.�� . _..._._... NQ Z (3) 13" X 7■25" LVL HEADER LA ED 21.5- `s�Tf0 �' 40 � 44a2 Q OF Ne� E/ ..1" B ■ B/ r Y - O BKAI SBOURG RESIDENCE 2160 NORTH BAYVIEW Svu i riiiu, iv T ii 9 i.i. �:�R1-f`,CE EC1�II�G SLEEPERS ��r�ll � S.GT.M. # 1000 -- 79 � 6 �3.8 9 W1—,.T ERP GC,1=1r='G 0[1.1 E)'LIST11-\'G BAI_CO 11°Y VJ .2 SCALE: [!Brif f-qn I—E RAI LI r DATE: 05.12.26 DRAWN BY: Z.E.N. L F C-,FI °Pi PROPOSED SECOND FLOOR PLANS - - - - - - -- - - - E/f1,E3T1 ,"C7 i 1JD Ir1,,1.L 5 � a E rr DCG7,� S'JSTIri!G DOOR NSW ASPHALT SHINGLE ROOF TO MATCH EXISTING 5/8" PLYWOOD SHEATHING 8D COMMON @ 6"O.C.@ 4'-0" PERIMETER ZONE 8D COMMON E 12 O.C. 8D COMMON Co. GANICLE ENDWALL RAKE Mr ICE AND WATER SWELD AS PEP! CODE SOFFIT DETAILS TO MATCH EXISTING. GC TO VIF ALL DIP,^ENSIOINS. 2"CDX SHEATHING.TYP. ZEN DESIGN TYVEK HOUSE WRAP POST OFFICE BOX 88 3/4" PLYWOOD SUBFLOOR GLUED AND NIAILED CUTCHOGUE, NY 11935 TO WOOD FLOOR JOIST. PHONE: 631.513.6589 r12 6'-72" NEW ROOF 4'-0"NEVI ROOF 4 1- - - - --- 2x8 JO':STS.SISTERED TO EXISTING - - - ---- - �� These plans are copyrighted and are subject to copyright \� protection as an"architectural work"under Sec.102 of the 12 // FLASH &BATT R-4 3 INSULATION - -- --- I �'\ Copyright Act,17 U.S.O.as amended December 1990 and known 4 �� __ %• --�� as Architectural Works Copyright Protection Act of 1990.The `��-�� `�'�� protection Includes but is not limited to the overall form as well as the arrangement and composition of spaces and elements of (3)1 y"x 7.25" LVL HEADER design.Under such protection,unauthorized use of these plans, 2x8 JOISTS. SISTERED - - I �- work or home represented,can legally result in the cessation of TO EXISTING � �� i EXISTING HEADER CARRYING \�� construction or buildings being seized and/or monetary \ e PELLA PATIO SLIDER I' - compensation to ZEN DESIGN LLC. R 49 INSULATION \\ ROOF LOAD. UNCHANGED. 2x6%%'A!L FRAMING. R-30 INSULATION —� NO. ISSUE DATE (3)2x6 HEADER - / AT SID77S OF DOOR ANDERsor--; 400 77 01 SCHEMATIC DESIGN 1 01.10.26 SERIES WINDOWS � � 02 PERMIT SET 01.19.26 NEW 2x6 WALL FRAMING. � / EXISTING V�IINDOWS To REMAIN - 03 PERMIT REV 1 05.12.26 R-30 INSULATION --- to WOOD SLAT CEDAR GUARD RAIL.36" - \\ / + j HIGH. MAX SLAT SPACING <4" a _ 4x4 CEDAR POSTS MOUNTED TO DECI; ,- FRAP�'.1PtiG. EXISTING ROOF LINE "_ - NEW CEDAR DE'CI:I`JG OVER SLEEPERS - —� OVER EPD".9 ROOF OVER PITCH BOARD. \ UP WITH 2x6 MIN a"/FT PITCH TO EXTERNAL GUTTER. �� EEDPC00 �IF4UG OVER EXISTING. \ GUTTERS&LEADERS DOWN TO EXISTING DRYWELLS -�-_ ±2'-7" EXISTING 2x8 FLOOR JOISTS I = _- UNCHANGED EXISTING EXTERIOR MALLS UNCHANGED i t C S.Nic y�T ti F 0 1 N� 0 s� 04442" Q� AO �rf0FNE�� Ll t ( I i RESIDENCE 2160 NORTH BAYVIEW SOU i HOLD IV T S.C.T.M. # 1000 79 -- 6 --3.8 SCALE: 1/2"=1'-0° DATE: 01.10.26 DRAWN BY: Z.E.N. I _ � I � I ;SEC T [ 1 a SCALE:1/2"=V-0" SCALE:1/2"-1'-0" SECTION A SECTION B ;e y i