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HomeMy WebLinkAbout38705-Z ���`pgUFFOI,�CAG� Town of Southold 2/26/2016 0 P.O.Box 1179 W 53095 Main Rd o41, �ao`r Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38122 Date: 2/26/2016 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1077 Bay Home Rd, Southold SCTM#: 473889 Sec/Block/Lot: 56.-5-39 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/6/2014 pursuant to which Building Permit No. 38705 dated 3/6/2014 was issued, and conforms to all of the requirements,of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATI.ONS INCLUDING SECOND FLOOR BALCONY AND ONE CAR GARAGE TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Komman,Peter&Kornman,Mary of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38705 01-09-2013 PLUMBERS CERTIFICATION DATED 02-11-2016 Rescomm PC /r Ao ' ed S' nature Y �soFFnt,r�, TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • 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#: 38705 Date: 3/6/2014 Permission is hereby granted to: Kornman, Peter& Kornman, Mary 55 E 86th St New York, NY 100281059 To: addition and alterations to an existing single family dwelling per Trustees Permit#7742, as applied for. Replaces BP 37104. C/O already paid for under prior permit. At premises located at: 1077 Bay Home Rd, Southold SCTM # 473889 Sec/Block/Lot# 56.-5-39 Pursuant to application dated 3/6/2014 and approved by the Building Inspector. To expire on 9/5/2015. Fees: PERMIT RENEWAL $518.00 Total: $518.00 B ilding Inspector �o�So ot�co� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy SOUTHOLD, NY .fj01 � Sao 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) 123�5 -� �or Permit#: 37104 Date: 3/30/2012 Permission is hereby granted to: Kornman, Peter & Kornman, Mary 55 E 86th St New York, NY 100281059 To: addition & alterations to an existing single family dwelling per Trustees Permit#7742 as applied for At premises located at: 1077 Bay Home Rd, Southold SCTM # 473889 Sec/Block/Lot# 56.-5-39 Pursuant to application dated 1/31/2012 and approved by the Building Inspector. To expire on 9/29/2013. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $872.00 CO -ADDITION TO DWELLING $50.00 Total: $922.00 Building Inspector �✓lJ� Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. i 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2110 of I% lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance-from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features_ 2. A properly epmpleted application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificaie of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building$50.00, Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy -Residential $15.00,Commercial $15.000 Date. ! ' 5- New Construction: V Old or Pre-existing Building: (check one) Location of Property: l0 7-7 /fid-)- e 9oc_c� Q� House No. Street Hamlet Owner or Owners of Property: vb- A7� k61191 01!,ae�n Suffolk County Tax Map No 1000, Section J6 Block Lot 3- Subdivision Filed Map. Lot: Permit No. /'® �f Date of Permit. 2- .36 oZ Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one Fee Submitted: $ AppIiant gnature S Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Acroger.richert(aD_town.southold.ny.us Southold,NY 11971-095901 a® COU I BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Kornman Address: 1077 Bay Home Rd City: Southold St: NY Zip: 11971 Building Permit#- 305-20S X1$4 Section. 56 Block: 5 Lot 39 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: REP Electric License No: 46288-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 200 E Heat gas Duplec Recpt 43 Ceding Fixtures 1 HID Fixtures Service 3 ph Hot Water GFCI Recpt 10 Wall Fixtures 15 Smoke Detectors 5 Main Panel 200a AIC Condenser 2 Single Recpt Recessed Fixtures 46 CO Detectors 1 Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture1 Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 200a Switches 36 Twist Lock Exit Fixtures TVSS Other Equipment. 200a overhead service, 3-exhaust fans, 3-p6ddle fans Notes- Inspector Signature: Date: Jan 9 2013 81-Cert Electrical Compliance Form 4 i g so' ' , � o Town Hall Amiex Telephone(631)765-1802 54375 Main RoadFax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT D TOWN OF SOUTHOLD FEB 2 5 2016 ,I BUILDING DEPT. TOWN OF SOUMOLD CERTIFICATION i i } Date: I (� T Building Permit No. � Owner: C�fl (Please print) ! Plumber:'. c-)mcn (Please print) I certify that the solder used in the water supply system contains less than 2110 of I% lead. 7-3 (Plumbe Signature) I Sworn to before me this day of t/0,.izA^, �, 20 ! Notary Public, ' Su- Ile County, 1lloChristine 1k4.Christie tary Publie, State of New York 01CH6125800 Qualified in Suffolk C Commission F-Viounty res 4/25/20 7 E S -rte h O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 I N S P E C T 10 N [ FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL ( OUGH) [ ] ELECTRICAL (FINAL) REMARKS: � 1 fvf ZL / \ C DATE �� INSPECTOR ti -� SOUryo 3-77L 1 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION -1 ST [ ] ROUGH PLBG.- [ ] FOUNDATION 2ND [ ] INSULATION MING STRAPPIN [ ] FINAL [ ] FIREPLACE& CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 04 YA0 4j ;. s DATE'- INSPECTOR f 0 so coulm, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECPON I FO"DATION I ST ROUGH PLI3G. IF UNDATION 2ND INSULATION FRAMING/STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: L-11�a��2 DATE - 9 , INSPECTOR ILI 7 Of SOpl�,o� • ao 7 V TOWN OF SOUTHOLD BUILDING DEPT. , 765-1802 INSPECTION ' ' , [ ] FOUNDATION IST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL - [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [; ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [�] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: -5?t6 `-r' co- 10-Lo ,7)t r,-L c' DATE l 7 INSPECTOR OF SOpr�olo - UNiY, TOWN OF SOUTHOLD BUILDING DEPT., 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION r [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIR FETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ IRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARK l L DATE INSPECTOR SOSK pT6�lo • �Q cOUM`{,� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL . [ ] FIREPLACE A CHIMNEY [4:.RE IRE INSPECTION FIRE RESISTANT CONSTRUCTION [ RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH1. [ ] ELECTRICAL (FINAL) REMARKS: �-�- d v i J DATE //,,----INSPECTOR OE SOUry�� urm, TOWN OF -SOUTHOLD BUILDING DEPT. 765-1802 1 NSPECTION [ ] FOUNDATION IST [ ] ROU BG. [ ] FOUNDATION 2ND NSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUG ) [ A ELECTRICAL (FINAL) REMARKS: DATE ANSPECTOR pf S0(/r�,o cou TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECT ON [ ] FOUNDATION IST [ ] OUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (RbUGH) [ ] ELECTRICAL L) REMARKS: -�� DATE iA INSPECTOR SOpT�olo • �o cQutm,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ., [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL . [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ],ELECTRICAL (FINAL) REMARKS: 0 DATE �3 INSPECTOR' -7 NomV TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG.. [ ] FOUNDATION 2ND [ ] IN ION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTR L (ROUGH) [ ] ELECTRICAL (FINAL) REMARK - (/ _ 2�- - A-- 1 6 DATE INSPECTOR X4/ OF SOUT�olo ��y00UMY,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: e DATE .0 z /� INSPECTOR . a0f so 0� - 7 ��y00UMY,N� TOWWOF SOUTHOLD BUILDING DEPT. 765-1802 �j[/ INSPECTION ' ] FOUNDATION IST [ ] ROUGH PLUMBING q/, [ ] FOUNDATION 2ND [ ] INSULATION �- i [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY - [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOL [ ] CAULKING REMS. w DATE INSPECTOR Of SO(/Ty�� , courm,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] F DATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: kkul CP 2� f 16— LO (-AgrW/Jc-� r r" DATE ` ® ® INSPECTOR i 38 7 C — o��OF SOUTyoI s cOUMV,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' [ ] FOUNDATION IST [ ] ROUG LUMBING [ ] FOUNDATION 2ND [ ] 1LAT [ ] 000p FRAMING /STRAPPING [ FIN [ ] FIREPLACE & CHIMNEY [ ] FIRE ECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: �s r A.)S c6� DATE �' INSPECTOR So�j a, 9 hod olo �o holy UMY,��Q . TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH- PLUMBING [ ] FOUNDATION 2ND >FINAL N TION FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR474 r4f s 0 cou TOWN OF -SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ', , I FOUNDATION IST ROUGH PLUMBING FOUNDATION 2ND FRAMING /STRAPPING [=AT-ION FIREPLACE4 CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL,(FINAL) CODE VIOLATION CAULKING REMARKS: /2/17//` DATE . /, '15— — INSPECTOR-2± 05/22/2012 14:27 6314770973 FAIRWEATHER BROWN PAGE 01 Obert T. Brown Architect P.C. with Fairweather Design Associates 05 Bay Avenue,Greenport,NY 11944 %dainc@optonline.net 631-477-9752 May 29, 2012 Pat Conklin,Plan Reviev Per Town.of Southold Buildi ig Depent Southold,NY 11971 ® E C E W Re: Kornman Reside cc 1077 Bayhome Rad MAY 2 9 2012 SCTM 1000-56-05-39 BLDG.DEPT. Dear Pat, TOWN OF SOUTHOLD As per our conversation, his is to confirm that the new dormer as shown in this application has a ceiling I eight ranging from 6'-1"to 7'-2"over an area of approx. 80 square feet, of which 40.4 square feet is at a height of 7'-2", as required per the Residential Code of New York State, section 305.1,Exception 3, This area is described in Section.EE on our dra ing A,-6. Further,the existing door to this new bedroom will be adjusted to a width of 30". If you have any other que tions,please do not hesitate to contact me. Thank you for your assistance in this apl lication. Sincerely, Obert Brown, A.I.A. Robert I. Brown Architect, P.C. with Fairweather Design Associates 205 Bay Avenue,Greenport,NY 11944 fbdainc@optonline.net D Q 631-477-9752 WE June 11, 2012 JUN 12 2012 BLDG DEPT. TOWN OF SOUTHOLD Gary Fish, Building Inspector Town of Southold Building Department Southold,NY 11971 Re: Kornman Residence 1077 Bayhome Road SCTM 1000-56-05-39 Building Permit No. 37104 Dear Mr. Fish, Based on your concerns regarding to standing water around the new foundation walls at the above referenced project, and based on the ground conditions and soil composition surrounding the foundation, I have directed the contractor, Robert Saetta,to provide crushed gravel backfill to surround the new foundation. This gravel shall be provided from the bottom of the footing to within 12"of finished grade, and 18" out from the foundation wall. To the best of my knowledge, belief and professional judgment, I believe this is sufficient to mitigate the concerns we share about this condition. If you have any other questions,please do not hesitate to contact me. Thank you for your assistance in this application. S' erely, ob Brown, A.I.A. Cc: Peter and Mary Kornman •Ro'bert Saetta: ,. , „ . , .. , .. . , . , .. ..,. . . , . . Robert I. Brown Architect, P.C. with Fairweather Design Associates 205 Bay Avenue,Greenport,NY 11944 D fbdainc@optonline.net 631-477-9752 JUN 19 2012 BLDG. DEPT. June 15, 2012 TOWN OF SOUTHOLD Gary Fish, Building Inspector Town of Southold Building Department Southold,NY 11971 Re: Kornman Residence 1077 Bayhome Road SCTM 1000-56-05-39 Building Permit No. 37104 Dear Mr. Fish, As per our phone conversation, and in regard to my previous letter,based on my on-site observations, and to the best of my knowledge,belief and professional judgment,the work around the foundation walls has been accomplished based on my instructions to the contractor, and the attached sketch. If you have any other questions,please do not hesitate to contact me. Thank you for your assistance in this application. *incerely,Brown,A.I.A. Cc: Peter and Mary Kornman Robert Saetta W211 M- 11 MEMO, SIM if maw A Mm 00 -AFAZ AWMV, - t PAMMMIM. 1 Noma fodW ki � O r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 $ air, 4 sets of Building Plans TEL: (631) 765-1802 _ Planning Board approval FAX:.(631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. _ Check t 1 Septic Form • ce. N.Y.S.D.E.C. Trustees Flood Permit Examined 3,20 IoZ Storm-Water Assessment Form Contact: Approved ,20 ,,r 0-- a- ii� Disapproved a/c ' Phone: C2 Y/ Expiration JI/U 20-(.3 D E C E Building Inspector L5 u 15 PLICATION FOR BUILDING PERMIT JAN 31 2012 Date 20/A INSTRUCTIONS, BLDG DEPT. La.This ad'�t T1,1 he conlpletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose'what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall'expire'if the�vorlc authorized has not commenc�dNvithin 12 months after the date of issuance-or hds hot lfe6h completed within 18'monihs from such date. If no zoning;amendrrienis or-other regulations affecting the property fiave been enacted in the interim,the Building Inspector may authorize;.in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. 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, or 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 for necessary inspections. a,.,IL );-) ,t , (Sign&e of applicant or name,if a corporation) dS • (Ma(lin dress of appl' nt) State whether applicant is owner, lessee agent, rchitect, engineer, general contractor, electrician,plumber or builder Name of owner of premises .P�f21t� `� �'9'� ` o/e/�M aL - (As A the tax roll or latest deed) v If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) , Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: /077 yLioM'e, R,0 House Number Street Hamlet County Tax Map No. 1000 Section -:$-k Block O S Lot 9 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and in nded use ando occupancy construction: a. Existing use and occupancy T41nGj A, t,Gc l b. Intended use and occupancy �;n q te, 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal S�*ld)6— Demolition Other Work A/£w m w WIAV640 4. Estimated Ce ;) (Description) Fee 5. If dwelling, number of dwellingunits (To be paid on filing this application) Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed-occupancy, specify nature and extent of each type of use. 7.-.Dimensions,of existing-structures, if any: Front yS Rear_ 76-t Depth ?a Height moo 't Number of Stories Dimensions of same structure with erations or additions: Front '!*i Rear Depth ht Numb of St ries 8. Dimensions of entire new c struction: Front Re Depth Height Number of Stories 9. Size of lot: Front ` /0 e Rear 0 9Depth �ao• - 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V 13. Will lot be re-graded? YES NO /Will excess fill be removed from premises?YES NO 14. Names of Owner of premises 7Co�eAMA.r� Address `�� �6gZgr�jY . Kone No._9/� •943"�3�f��.3 Name of Architect_ ® ,��-®w AddressAb-T- /We.; one No 7-97S-,';, Name of Contractor_ (� � g�•-R Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ✓ NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to,scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18: Are there any covenants and restriction's with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF being duly,sworn, deposes and says that(s)he is the applicant gamie of'ndividual signing contract)above n med, he (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 knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20 Notary Public - ature of Applicant CONNIE D.-BUNCH V Notary Public,State of New York No.01 BU6185050 Qualified In Suffolk County Commission Expires April 14,2OJL 1 John M. Bredemeyer III, President o�*QF S®(/Typo Town Hall Annex Michael J. Domino,Vice-PresidentO 54375 Route 25 P.O. Box 1179 Glenn Goldsmith Southold, New York 11971 A. Nicholas Krupski n' ® �O Telephone(631) 765-1892 Charles J.Sanders ���COUNTV Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1198C Date:February 2,2016 THIS CERTIFIES that the demolition of existing garage to allow for proper footings and foundation to use exact footprint to create additional two-story living space;replace windows throughout existing dwelling; and construct new front entry addition,• construct an attached garage landward of the existing dwelling and a new dormer onto existing 1 %2 story of dwelling replace the existing second-story balcony in place• and replace existing wood deck with a brick in sand patio i"- lace; install a 6'x24' brick in sand patio area along the seaward side of the dwelling; At 1077 Bay Home Road, Southold Suffolk County Tax Map#1000-56-5-39 Conforms to the application for a Trustees Permit heretofore filed in this office Dated January 30,2012,pursuant to which Trustees Wetland Permit#7742 Dated February 22, 2012,was issued and Amended on May 16, 2012, and Amended again on August 22,2012,and also Amended again on July 23,2014 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of existing garage to allow for proper footings and foundation to use exact footprint to create additional two-story living space, replace windows throughout existing dwelling; and construct new front entry addition; construct an attached garage landward of the existing dwelling and a new dormer onto existing 1 %2 story of dwelling,replace the existing second-story balcony in-place; and replace existing wood deck with a brick in sand patio in- place; install a 6'x24' brick in sand patio area along the seaward side of the dwelling. The certificate is issued to PETER&MARY KORNMAN owners of the aforesaid property. Authorized Signature John M.Bredemeyer III, President t®F S®(/JTown Hall Annex 54375 Route 25 Michael J. Domino,Vice-President X ® X,, P.O.Box 1179 Glenn Goldsmith F Southold,New York 11971 A. Nicholas Krupski ® �O� Telephone(631) 765-1892 Charles J.Sanders ®lyCpUNTYFax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1199C Date: February 3, 2016 TRIS CERTIFIES that the removal of the as-built platform and replacement with a 4'x14' walkway with handrail and 12'x20' on-grade patio beginning 22' landward of existing platform/walkway; At 1077 Bay Home Road, Southold Suffolk County Tax Map#1000-56-5-39 Conforms to the application for a Trustees Permit heretofore filed in this office Dated March 26, 2012 pursuant to which Trustees Wetland Permit#7773 Dated April 18,2012,was issued and Amended on August 22, 2012 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the removal of the as-built platform and replacement with a 4'x14' walkway with handrail and 12'x20' on-grade patio beginning 22' landward of existing platform/walkway. The certificate is issued to PETER&MARY KORNMAN owners of the aforesaid property. Authorized Signature ^ 0 James F.King, President Town Hall Annex U_ ;, . /01 Bob Ghosio,Jr.,Vice-President „"' 54375 Main Road f ' k Ya'S- ,n„ t P.O. Box 1179 Dave Bergen g Southold, New York 11971-0959 John Bredemeyer > =. Telephone (631) 765-1892 Michael J. Domino Fax(631) 765-6641 Comm BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD May 16, 2012 Ms. Amy Martin Fairweather& Brown 205 Bay Ave. Greenport, NY 11944 RE: PETER & MARY KORNMAN 1077 BAY HOME RD., SOUTHOLD SCTM#56-5-39 Dear Ms. Martin: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wed., May 16, 2012: RESOLVED, that the Southold Town Board of Trustees APPROVES the Amendment to Wetland Permit #7742 to construct an attached garage landward of the existing dwelling and a new dormer onto existing 1 Y2 story of dwelling, and as depicted on the site plan prepared by Robert I. Brown Architect, P.C. dated April 25, 2012 and stamped approved on May 16, 2012. This is not a determination from any other agency. Sincerely , 9 James . King,'Presiders Board of Trustees JFK:Ims James F.King,President' So Town Hall Annex 54375 Main Road Bob Ghosio,Jr.,Vice-President tib.;• P.O.Box 1179 Dave Bergen '; . Southold,New York 11971-0959 Pte « p 4 A= John Bredemeyer n . ;} s�® Telephone(631) 765-1892 Michael J.Domino ® " - Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 22, 2012 Ms. Amy Martin Fairweather & Brown Management Co. 20 Bay Avenue Greenport, NY 11944 RE: PETER & MARY KORNMAN 1077 BAY HOME ROAD, SOUTHOLD SCTM# 56-5-39 Dear Ms. Martin: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, August 22, 2012: RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to Wetland Permit#7742 to replace the existing second-story balcony in-place; and replace existing wood deck with a brick in sand patio in-place; and as depicted on the revised site plan prepared by Robert I. Brown Architect, P.C., last dated April 25, 2012 and stamped approved on August 22, 2012. Any other activity within 100' of the wetland boundary requires'a permit from this office. This is not a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. Sincerely, James F. King President, Board of Trustees JFK:amn ;r John M. Bredemeyer III, President '*rj� ® Town Hall Annex e 54375 Main Road ' h;, y• Michael J.Domino,Vice-President P.O.Box 1179 c i James F. King,Trustee Southold,New York 11971-0959 Dave Bergen, Trustee Telephone(631) 765-1892 Charles J.Sanders,Trustee B Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD July 23, 2014 Ms. Amy Martin Fairweather & Brown Associates 205 Bay Avenue Greenport, NY 11944 RE: PETER & MARY KORNMAN 1077 BAY HOME ROAD, SOUTHOLD SCTM# 56-5-39 Dear Ms. Martin: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, July 23, 2014: RESOLVED, that the Southold Town Board of Trustees APPROVES the Administrative Amendment to Wetland Permit #7742 to install a 6'x24' brick in sand patio area along the seaward side of the dwelling; and as depicted on the revised site plan prepared by Fairweather & Brown Associates, last dated June 30, 2014 and stamped approved on July 23, 2014. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. Sincerely, Michael J. Domino Vice-President, Board of Trustees MJD:amn �6•f1 j - �v�•f�f P•'- _ •j•1 ♦ff �tQ�4Y���•:. _- �1�1���•` � �'..•i 101• Of%�.,`f-_ ^i f � 'r•�.v..-,__ �-� i , i ri•:. i rr•" ' a ee lea, - ..:eeell 1 i%�• :•\e ///%-•- Nel Lh-&-h ..;ye1 1 Il/p,.. - �' a ii'it . � i➢'., °u$ 71ar °;,. t'.i J•rr'� � `o !ei14 =` �-+ 11.1$% ;•s. }�, �i�Ql•1 `? lht t 'f",I_7 ! t t f'f _ i _r JI i1 4 l' a ROtARD OF--SO MOLD TOWl�1 TRUSTEES" o �n 6 (A •� j t jur: , r➢' J•➢IiS ��' '' 96VTTIOLD', PER,,M l�Q, 7.7.42 ➢!?,A E•,FEBRUARY 22,,201:2 -.� ! t -r�`.7?S, �y lsi :I,i fr pc' '➢ rJ)%f.. . -._..,. ...,.r ...:. .. �A� .,. . o- r ;? ?ll�s :,;1.1•/ _ �UE+ -) TO:, I'EUR,&,MARXK0"MAI�1: ➢ oyes;: i Kv ? 1, 4 ;.r1) 01 )!if!J:.,+_{ J�fi4'T➢)}� ti! fl(;I` '�` ��� ,,;t.➢ C;!J`.'l a. ,:ir{) 13(i: ,1511.-,6 �?fit;}; �C{ tillliil➢l1 7,)!!Ji? i)'J!J� {�i. .;?i➢•, te7f t)Il;.'`.',:. ;li' '. `� �> 111 PROPERTY ADDRESS:l'.1.07,71BAYoHsOMEjRROAD,cS,OUT„H2OLD,; ; ; SCTM# 56-5-39 "• .`� - zr b3)S!Flt)c;J 'lifr °)(E J1 f1' .'' i :➢ . �w;01•Ivl y, 70J )'.u { 1 • 't7,;➢➢JV �i.,�;t'd {�_` {(➢ {�' i?' ii_i:(1 \* ^° UT ff .J�.fd.f{,`➢” ,�2, 1°I°O j. �� - J➢ t i' ➢ �"s{JJd ... . :,, ,:ii [',(1i�.i,"±iY; ±1 vs•' '� �i ri) :,dlfit;P-� .•.,. ;,11: �.` . ;;5 '?ii'�i ?,fi'Ff; ,'�,':;`1(il;:3i)�:. ,�:.rffJ+a,''!* +� �'l1t:f,i'i: `;r'i'e,J`1 Zlt�l tt,' �'/ y �'ursuant to the-p ouiRRiJon of Ch pter 27.5 of)the<TQ(wn Code o£tl�e,T-ovj of,Souftld and,in )U ,➢(,„ i Ia� fi s 11,E sr, td,• t➢x ,; ,'„1r h.i!. t-,,.,• a nlu °. accordance with the Resolution of the Board of Trustees adopteldlat{t�ieyrrr'eeiting{hpkd�on February,22,2012,and in consideration of application fee in the sum of$250.00 paid-by Peter&Mary 'Kornman and subject to the Terms and Conditions as stated in the Resolution,the Southold Town$oard of Trustees authorizes,and permits Old °'1g"' Si'. ,i i5',i,: ,:iia 1];Fs, ' i!I ;J+.'1; _➢ t I F+ .,: rt `,;' I the fo9ldwd ing. - i � •.�; J i` f.lL;-�- 1. _ '.Ila {![c;Jr _ •1 IJ,i 'o` ? i -dewr !)d e,wri iir% r.Sf lr�ijf t;:'�+t;tYf it;) tl t! a ", rT➢ :+• „ { ➢'; k",-. Z: Set , -�, :i- ;, } 'trlt 11)1 'ir r�i! , ➢' - _ ,., -,,,➢ si Wetland Permit ci;(?Y 11-1"'61"""''�af{� ` ' "t'("d1 Gi�{ •Is't';;:1(; - ,- = to d'e'molish the existing gWeage'to allow for proper footings and `-sas4 foundatiaon to,use exact footpr>int to.create additional two-stpr�li,ix►g spa¢e•rreplace lfi iiol;.'_ 41:41 it+i'at JJI9) J€-I`_)Jixr _fI(li,i!l;�;,a";'iil ell .11) windows throughout existing dwelling; and construct new front entry addition; and as �Isa1/ depicted on the site plan prepared by Robert I. Brown Architect, P.C., last dated r� == Ja a ,17 012 and,sta e ' ➢ - � -=�' cl;a roe n M- r i ;, l�:f.�, i➢ ,; �� _ :�4P,.:X�' �.� si-. �iP _pp Y,,die..) � ch,�6,�2O,ir�, ',rJ t - . �•.,➢ , its, ., � _ -"At;w 5"/➢I➢ bill; d3.tl 1 11,.r3 :-'; IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, /le J anal tl}ese�p;esents,po be subscribed l •a ma�ority(q�jtl�gsaidlBoard as;of,this tdate,,,r, ,.,7�f; ,1 ! 111•r, - ,tt`„`;;if;JJil ."(, it[r,t➢s�s` .altl ,� „11+ "�; }'�t;) iJi fl 'I". ,•, 'Si"�i➢ -J, alsii ,+il(sd•` _➢!� sUIJ`➢J1{s,:)1 �j �,•••.< yJ•f1• .'id lli`,' j5)�r"i1'!`Jq ??ti;c idl 'it ' 114.CI: ,➢tJ]' rO` cf 1110WJ.itM11: �` <� {1;S?,l l➢•' +����fl�l:a 't{ 1JJi{F'➢!'; `�fi 3{: ..Ilii l vt .✓Jcr orr ct ,r�.r, yr � - `o'.•; =u:• ,/ �' rr�+ ; ,f _ •ri�l c9J•ii_+a".=111r,i Is�3 ari; '�ri ' �. :11 JU103 i)J„i 2111°➢-g! .t�;`,' ➢ ➢'IIFniT:-1J, }Ttr rt �� i' i � 1 3i 1. 11'i t �t7Ji'r ti1J>,! 1+ 1.7ilis ,t]1J w t1'e:.'I{?) t':': (jl;r, ' ;{ki;f ! f{'tlf{'.V ,!;`f➢;`,J(1 Elfi)r)) 4r,J1J f1[5i+y.)U2 Z \�',.oau°i'e7fJ,�"+`wine.•E�`.Yft�cut`f, .�•eiSai�i�na��7K3�i,aTPr'.'u�i'.xt9 '�t;�,`�t ➢awn'i.,�mini��""wc,.`ge.,�'753`. ututi2u•.•7��3;te'Zt'Ga"tr'�u` r'�-,. 1\u u •,` -e' /• ��• '- - 1�+ i` ;f,` 4 7 Smf 1• a:i, q :.// 11A;.. _ ,:;i// 111:!•`••""?:`'-., �1i/ '...SI '�\••^�• '”/, \�.�- m'�/ ��•• !� 0...° •+,a�4°/e_•0./•� ��`• ,.�Ifl 1•�w. ._-r,��f/ (1�i•:-'°" •�i�/l I�iM..E-• =:A111 (�w•'`•°' - •ai//I (v11\'w`, _ �4//I 11e __ :::. - .:::.• - .::::...- ,♦ •...• _� 1 1 •;..^ �•.f/I 1°11••.... .. - .. ~ _ >. _ .,F..�.;d r oiy.' s_S$r'.a� ••A...-..ti.:•,?�:-.£'�SA,{. _ _'+.Y> ... _�.r•6_..,w.' '°�:µ4v - Y+w a�>. -: �'•`. ....?';Q , :,.•. ;,rn:„,'d�+u'" �C:;a:`�`'•"_y.""-mow_ .s4 �•. �x�.',t-;As-s,` J _. TE SAND CONDITIONS _._­ The Permittee-Peter,&-MML�Korntnan„residtng4ati 1'077 Bay.Home'Road, Southold,New York r' as part of the consideration for,the,issuance of the Permit does understand and prescribe to the j ' following: `raw iKa,... ; � ..'a`�•s �a i Z y:�i 1. That the laid-Board'of Trusfees'and the Town of Southold are released`from any and al'1' ` damages,or claims for damages, of suits arising directly or indirectly as a result of any .� operation performed pursuant to this per fi t_,aii&A said-Peniiittee v�ill; of his or tier own`'� fF expense,defend any and all such suits initiated by third parties, and the said Permittee assumes full liabili`t' with res eet'ther"eto;to thcom fete exclusion of the Board"of y:. �_ ��- __._.__. l3__...__._ Trustees of the Town of Southold. v C - v � n lr•'�/ 2. That this Permit is valid for a period of 24 months, which is considered to-be the estimated time required to complete the work involved,but should circumstances warrant,request for A a' an extension may be made to the Board at:a later date. ' :v 3. That this Permit should be retained indefinitely,or as long as the said Permittee wishes to ;Y4 ie ' sj r s i tt r s r w "� - t maintain the str`uc'ture 6t pr'oje'ct irivo'lVed,�to provid`eievidetice fo•anyone,concerned that autlio'rization was'originally`obtained. � ' 'F 4.- That the work involved will be' subject to the inspection and approval of the Board or its agents,and non-compliance with the provisions of the originating application may be cause . for revocation of this Permit byresolutionof the,said Board. ks 1 5. ``That ih8re� 'be'n'o'unreasohaBle'iri e''rfererice'with nav`igation�as`a'result of the wo'r'lc`T"' = •s, 5��;�� -„ � ..�--.`�” y_ gx r;_r�"# .F+ k"S_"L,.y��` i:� ?"s:9 ,�l' :�;:t' 'fi.> .. > >: :, >�� •-'� _ _ 6. That there shall be no:inEerfei ence Wiil tlieright'of'the public'tb•pass and repass along tl e- ' - beach between high and low water marks. , ;. �,1• i;', a '• , ,�: ,. ,r._ iF lru._ •,-. ,� i!,'. iii •. • i 7. That if future operafibh§;of the Townfof Southold require the remoi dl and%or'altetatioris-in the location of the work herein authorized,or if, in the opinion of the Board of Trustees, theVbrk shall-cause unreasonable obstruction to free navigation,the said Permittee will be . : ,_ t . required;upon due,> otice{to-rerhove or alter this work project hefeino stated without 7 ` expenses to.the T9wn.afSouth &.- That the`said`Board-will-be notified by the Permittee of the co.mi et ori'o he Wo'r'k authorized.,-9. That the Permitfee-will obfidi?allbother permits and consents{t at rriay�be�equ ed supplemental to this permit,which may be subject to revoke upon'faitain same. 4 �•=�,=y'•�r 'rti:144` _ -�,g;_ _— __ _- ____ __ __ _ __ f,�,�,,,�___ _ -:.y� ;_'___ - -�:,}";e cGv.i,�+,n __ ,:.z'u _ ,; �.�i,"q;"_ \G; t '�?l ._ :F':iLw':M1i'�M'k• -`+'S4 ry{.�'e'i' ,,W"j'\ ^.e,+i` i^:A,'' _ nrf -vt;5'.+'fFM- _ 2 z 5'. .�-i I.11;� aip y''''.�'/.. F~ K ...A •�•v _ - �g".A X43,'„ ,�"� :nN�zS"q': •y.... - .ri�,rsLL-:t" ��W_ �-`;c`., ';.f, i '..9"z.:: _. ' ` ^L?' - `; - -:�_i:''.t.�y r-• _�`sr,c" - -_. ^..3'•,..{YS _ >,,;.��.::-,rpr`' r _ j�}• r,Y' -..:q. ... '�:'_ _ _ -�:•.;, - ''c" - - _ 'ZF§�i.-d' ,rte J"' i. New York State Department of Environmental Conoservation Division of Environmental Permits, Region 1 SUNY � Stony Brook �� 50 Circle Road, Stony Brook, NY 11790-3409 Phone: (631) 444-0365 - Fax: (631) 444-0360 Website: www.dec.ny.Qov NO PERMIT NECESSARY TIDAL WETLANDS ACT January 5, 2012 Peter and Mary Kornman 55 East 86th Street #15A New York, NY 10028 Re: Application #1-4738-02869/00002 1077 Bay Home Road, Southold SCTM#1000-56-5-39 Dear Permittees: The Department of Environmental Conservation (DEC) has completed a review of your proposal to construct additions to an existing single family dwelling. Based on the information you submitted, DEC has determined that the project is listed in the Tidal Wetlands Land Use Regulations (6NYCRR Part 661.5) as a use not requiring a-permit. Therefore, no permit is required under the Tidal Wetlands Act (Article 25) of the Environmental Conservation Law. Be advised, any additional work or modification to the project as described, may require DEC authorization. Please contact this office if such activities are contemplated. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Mark Carrara Permit Administrator cc: Fairweather-Brown .BOH-TW File eoSUFFQ/C Town of Southold � Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.I&#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A Ol STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN ,� c-S—tTon —SEW- —Z CERTIFIED BY A DESIGN PROFESSIONAL iN THE STATE OF NEW YORK. i 1 SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WORK ASSESSMENT Yes No a. What is the Total Area of the Project Parcels? 1 I Will this Project Retain All Storm-Water Run-Off (include Total Area of all Parcels located within Site? the Scope of Work for Proposed Construction) Generated by a Two(2")Inch Rainfall on ite? / (&F./es) (This Item will Include all run-off created by site _ ❑ i b. What is the Total Area of Land Clearing clearing and/or construction activities as well as all and/or Ground Disturbance for the proposed Site Improvements and the permanent creation of construction activity? impervious surfaces.) (S.F./Acres) i 2 Does the Site Pian and/or Survey Show All Proposed PROVIDE BRIEF PROJECT DFSCRIP'1TON (Provide AdditionatPages es Needed) — ❑ i Drainage Structures indicating Size&Location?This Item shall include all Proposed Grade Changes and Slopes Controlling Surface Water Flow. 3 Does the Site Plan and/or Survey describe the erosion / and sediment control practices that will be used to control site erosion and storm water discharges. This —" Rem must be maintained throughout the Entire Construction Period. g 4 Will this Project Require any Land Filling,Grading or / IS Excavation where there is a change to the Natural ✓ Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? 5 Will this Application Require Land Disturbing Activities / Encompassing an Area in Excess of Five Thousand E] V_ (5,000 S.F.)Square Feet of Ground Surface? I 6 Is there a Natural Water Course Running through the IIII Site? Is this Project within the Trustees jurisdiction a General DEC SWPPP Requirements: or within One Hundred(100')feet of a Weiland or Submission of a SWPPP is required for all Construction activities Involving sal Beach? I disturbances of one(1)or more acres; including disturbances of lass than one acre that 7 Will there be Site preparation on Existing Grade Slopes are part of a larger common plan that will ultimately disturb one or more acres of land; which Exceed Fifteen(15)feet of Vertical Rise to ❑ Including Construction activities involving sal disturbances of less than one(1)acre where One Hundred(100')of Horizontal Distance? the DEC has determined that a SPDES permit Is required for storm water discharges. (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit 8 Nil Driveways,Parking Areas or other Impervious for Storm Water Discharges from Construction activity-Permit No.GP-0-10-001.) Surfaces be Sloped to Direct Storm Water Run-Off 1.The SWPPP shall be prepared prior to the submittal of the N01.The NO]shaft be into and/or in the direction of a Town right-of-way? submitted to the Department prior to the commencement of construction activity. 2.The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, required,post-oanstruction storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any ✓/ constructed to reduce the pollutants in storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder — — compttance with the terms and conditions of this permiL In addition,the SWPPP shall Area?(rhra nem will NOT Include the installation ofDriveway Aprons.) identify potential sources of pollution which may reasonably be expected to affect the quality of storm water discharges. NOTE: If Any Answer to Questions One through Nine is Answered with a Cheek Mark 3.All SWPPPs that require the post-construction storm water management practice in a Box and the construction site disturbance is between 5,000 S.F.&1 Acre in area, component shall be prepared by a qualified Design Professional licensed in New York a Storm-Water,Grading,Drainage&Erosion Control Plan is Required by the Town of that Is knowledgeable In the principles and practices of Storm Water Management Southold and Must be Submitted for Review Prior to Issuance of Any Building PenniL (NOTE: A Check Mark(,I)andforAnsher for each Question is Required for a Complete Appilcallon) STATE OF NEW YORK, COUNTY /OF... ..........I...........SS That I,..........T.d ..............................being duly sworn,deposes and says that he/she is the applicant for Permit, (Nal of individual signing Dowmerd)_ Andthat he/she is the ......... ............... ....................................................... .. .. ' Owner and/or representative of the 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 knowledge and belief;and that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me this; ......... of... .............. .20.1 Notary Public: ......... ........................................... ...... ...... ..Ai . ...........nature of Applicant) 13R WA. GENGINE) FORM - 06110 Notary Public,State of New Ytxk No.01 GE6245154 Qualified in Suffolk Count�r r^rlmrllFry CClnn vnirnc In1R rds � o Town Hall Annex l ( Telephone(631)765-1802 54375 Main Road P.O.Box 1179 O roger richertEcr QZ own soutnoi ny us Southold,NY 11971-0959 BUnDINC DEFARTMI•" TOWN OF SOUT€itOLD APPLICATION FOR ELECT RICAL INSPECTION REQUE-STED BY: ( �C Date: � Company Name: 0 1c, 2 Name: 06012- 7-License No.: Address: dx Phone No.: A63 0 3 JOBSITE INFORMATION: (*Indicates required information) *Name: c)12/vim *Address: /0 ,,<h z *Cross Street: *Phone No_: 3 26 7 603 L Permit No.: T-) [J— Tax Map District: 1000Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) -(Please Circle All That Apply) *Is job ready for inspection: nYE / NO (:Ro�uaghln Final *Do.you need a Temp Certificate: YES/ NO Temp Information(If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground NuMber of Meters Change of Service O erhea Additional Information: PAYMENT DU WITH APPLI TION � 00 82-Request forinspection Form 4 r � N 7e 7y } h y a < a S .b r I 3 Z5 Y .S._ "'� �_+"•fix c let" VY1as. OR OWNER STREET VEL--SAGE / DIST I SUB. LOT FORMER OWNER IN 1 ! E ACREAGE y UC1 S WTYPE OF BUILDING RES. I SEAS. I VL. RM COMM. IND. CB. I MISC. LAND IMP. TOTAL DATE REMARKS o _ �/ ,�( f�� Q � &1 ®•" / ✓, O 3// � f/� �c.=it=ucq f a ` £..y`^.s`,1:. �c7r^� a �ce , Pdd ' ��'"aO -s AGE s—r�o s h DING C NDIT 7/7 ' � NEW NORMALS BELOW ABOVE 01 Farm Acr Value Per Acre Value L! ' �, < Til able 1 c 339 -F a Tillable 2 Tillable, 3 Woodland Swampland Brushland House Plot TatS4- r ;OWN OF SOUTHOLD PROPERTY RECORD CAR tla, , . rro � MIR/-y_ CC. STREET 6 77 VILLAGE DIST. SUB. LOT ocnn n- FORMER OWNER-�-"(P°-�' KA `ny N v E ACR. ccsse t W, i I'fie;C-�6�C`Ca uc le�C),r p fj.a�-, p f-j�-<._.a.. C ( " n w SO r)�6njLe-0r)a.rdA Aja,f�I S W TYPE OF BUILDING /,� RES. \AiSEAS. VL. FAA COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL ?ATE REMARKS (0 oy — v (lr �-�ssell a / �� Qw 51[()q* - L- 12326 a 523 as Kann y? X1,19CA- &P `,/, r� Tillable FRONTAGE ON WATER 1 10 ca 155 Za> Woodland FRONTAGE ON ROAD Meadowland DEPTH House Plot BULKHEAD Total 1v \ + ac r "5 a Lsf N F ■■■■■■■■■■■■■■■■■■■■ , rt''a-r-;MIR � b r,i�x '.+. �.s.v s+.� '���� y�'� ,+tTnz;+ i; <-..Y y` rY"' -kz•,+++-A cci:�:waa� �.s >�"� ■■■■■■■■■■■■■■■■■■■: ra,y tSf,^, e NEI 4` x ,1 f ■■■1/� UIR■■■■■ VE ■Il■a.■L (11(90■■■ ■FI_R�'��Ill■■UP Nis maimummillm SS 22 ■A , , ■■■o■■■ae �o�■■■■■■■ FAIRWEATHER DESIGN ASSOCIATES,INC. ROBERT I. BROWN, ARCHITECT P.C. 205 Bay Avenue Greenport,N.Y. 11944 631-477-9752 (fax)631-477-0973 Email: FBDAInc@optonline.net January 31, 2012 Southold Town Building Dept. PO Box 1179 Main Road, Southold,N.Y. 11971 Re: Kornman SCTM# 1000-56-05-39 Permit Administrator, As per our conversation I had this morning with your department, I would like to apply for a permit that will allow the contractor to begin some work on this residence while we await the results of the Trustees application to be heard at it's February 22nd hearing date. I request a permit for existing window replace em it th �e�s office j-Tote'&as an` exemption from their permit and the interior work of a second story bathroom installation and assorted other,small interior work as noted on the plan. Architect Robert Brown has made notes on the hereby-submitted drawings to this effect. As most of the home lies with-in the Trustees jurisdiction of 100feet from the approximate edge of the bea h"rip-rap" as drawn on our site plan. If treet fxo`n (northern exposure) of siding�ere;al�owed to be iris afled�ooner th6nthe/Trustees permit i`§ issued,that would be much appreciated as that might help the builder with his tiTe line of getting-the project/one before summer completion date`. r ` Thank you, Respectfully Submitted, Amy K. artin Permit Agent Fairweather& Brown Management Corp. JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck,NY 11952 (631) 774 7355 Date: February 13, 2012 To: Town of Southold Building Dept Re: Septic Inspection Kornman 1077 Bay Home Rd. Southold,NY To Whom It May Concern: This letter certifies that the existing Septic System is consisted of a precast I000Gallon Septic tank and 5- 8' x 2' precast leaching basins. The system is in good working order and functions p erly, and is o roper size for a 4 bedroom home. Any questions feel free to call. Sincerely, .DE QJa es J Deerkoski P.E. _ w - o7 ®�ESS►O E C E V Q FEB 1 7 2012 BLDG DEPT. TOWN OF SOUTHOLD FAIRWEATRER DESIGN ASSOCIATES,INC. ROBERT I. BROWN, ARCHITECT P.C. 205 Bay Avenue Greenport,N.Y. 11944 631-477-9752 (fax)631-477-0973 Email: FBDAInc@optonline.net Transmittal Date: 7/8/14 To: Southold town Building department Re: Kornman � �� From: Amy Martin, as Agent Please call (631) 477-9752 if you do not have all pages, or have any problems with clarity. Remarks: Attached please find plans that indicate the replacement of the existing deck/balcony that was approved by the Trustees in August 2012. This permit, like the existing building permit was recently renewed and is in good standing. The existing balcony,to be replaced was deemed unsafe and is landward of the existing waterside deck that has permission from the Trustees to become a patio in sand, on grade. These are not new plans as the lack of structural integrity of the existing balcony was discovered in 2012,but apparently the sets we created for the previous builder to submit are not in your file. Thank you, .1 Amy Marti L) JUL 8 2014 lop = TOWN OF SOUTHOLD r ,� FAIRWEATHER DESIGN ASSOCIATES,INC. ROBERT I. BROWN, ARCHITECT P.C. 205 Bay Avenue Greenport,N.Y. 11944 631-477-9752 (fax)631-477-0973 Email:FBDAInc@optonline.net August 18, 2014 Southold Town Building Dept. PO Box 1179 Main Road, Southold,N.Y. 11971 FDE Re: Kornman Building Permit 38705 (formerly 37104) BLDG DEPT TOWN OF SOUTHOLD Attached: please find the following documents Building Dept: • One set of plans Al-A7 , E1&E2 • Original building permit # 37104 4/5/12 • Building permit#38705 (3/6/14) addition and alterations to an existing single family dwelling per Trustees Permit#7742 replaces BP 37104 , • Letter to Gary Fish, Building Inspector 6/11/12 (re: addition's Foundation) �. • Drainage detail 6/12/12 • Letter to Gary Fish, Building Inspector 6/15/12 (re: addition's Foundation) • Revised site plan 6/30/14 with set back dimensions based on original survey • Photo of pre-existing roof over waterside deck taken 11/15/11 Trustees: • Permit#7743 4/18/12 (patio and ramp to beach) relocation and build • Permit#7742 5/16/12 Construct attached garage, dormer addition • 8/22/12 Amendment to #7742 replace existing Balcony in place replace existing deck with brick in sand Patio in-place • Administrative Amendment to #7742 brick in sand patio behind garage addition Thank you, Respect ly Subqitted, r Amy K. Mart' Permit Agen Fairweather&Brown Management Corp. pF SO(/jy®�o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CA Aw Southold,NY 11971-0959 couff ,� January 14, 2016 BUILDING DEPARTMENT TOWN OF SOUTHOLD Peter Kornman 55 E 86th St, Apt 15A New York NY 10028 Re: 1077 Bay Home Rd, Southold TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy% Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. inal Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) DPrilstees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT - 38705—Add itions/AlterationsO I 4 ►� off'��� SURVEY OF PROPERTY A T SOUTHOLD TO WN OF SOUTHOLD SUFFOLK COUNTY, MY x69 1000-56-05-39 SCALE: 1 "=30' Irv. X91 MARCH 27, 2001 19� q APRIL 30, 2001 (REVISION) ' f,9 JUNE 6, 2001 (ADDITIONS) OCTOBER 19, 2011 (TOPOGRAPHIC SURVEY & PROPOSED ADDITIONS) \ o LO � x6� , Rte`'° 0 \ •`L�2� ,'mss, ` e ° b' l� ,� 9 S�P� (Y\ � ` 9 < 6 co S� ti �.I! I I J •? - �� �I I FEB 17 2012 s►; y'T o�.�� 'II + I BLDG DEPT, 3W e� ti Ij ) I TM%/N OF SOUTHOLD zoN - --6- - — e FLOOD 61 / eP Nff ; 'po e�� ^� /�� O `POS � _ '- f .. __- •- - ' - FLOOD ZONE FROM FIRM MAP NUMBER 36103CO159H 118p- SEPTEMBER '�q SEPTEMBER 25, 2009 4� ELEVATIONS REFERENCED TO N.A.V.D. LIC;-tN0,`49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION �� CONIC SURV RS, P.C, OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW, (631) 765 — 5020 FAX.,(631) 765-1797 EXCEPT AS PER SECTION 7209-SUBDIVISION 2 ALL CERTIFICATIONS AREA=23,982 SO. FT. P. 0. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF TO TIE LINE ® =MONUMENT 1230 TRAVELER STREET SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON, =PIPE SOUTHOLD, N,Y. 11971 100 - 23d I FEB 2 1 2012 G P, !.'ON 5vJ7n01D J;Y KEYM AP `NOT To 9CA[E; LOT COVERAGE / \ 0 EXISTING HOUSE 4� DECK 2,459.9 5Q.FT. 10.99% �C `Z / 0 / Y - PROPOSED ADDITIONS -i G�:G.SQ.PT. 0.72% �O ��h /o` \�� \ \ LOT SIZE ABOVE RIP RAP 22,383.3 5Q ' �O 51- Ie ��` � \ i TOT- LOT COVERAGE 2,625.5 SQ:FT 1`1 .71 % nj411 � ,ti /,P / \ 0 �� DRAINAGE CALCULATIONS ,L47 0�`� rxlsTwG \ LEACHINI+G 9' \\ � t°S PROPOSED HOUSE � DECK 2,G 1 9.5 5Q.FT. h / / ZONEX c py , 26I9.5x I x0. 17 = 445.3 C.F. / [ AINP E wN� 'e1c, 'F7� WALKWAY AND DRIVEWAY 2G 1 5.5 SQ. FT.�.� �� c, 2G 15.5 x .G x . 17 = 2GG.8 C.F. F o�� PF LFa /5� SSS \ / �T C�FpOEXXIsIKING EPTIC o�aG s \.\ ;�i'J 45.3 C.F. + 2GG.8 C.F. = 712. 1 -C.F. REQUI 9� �r PR E(4� 10' DIA. X 3' D RINGS @ 20 C.F. EA = 521 .2 C.F. PROVIDED I -9 Rszo \• F sPFA'oe OPO D - __ __ i Toy c F ITION \ \ �o�LF 2�r�\�('� •��\� �2 �O0NG \ \ FLOOD ZONE AND SEPTIC SYSTEM 0� \ z INFORMATION BASED ON SURVEY D r \ FLOOD ZON -LINE / \ \ PECONIC SURVEYORS, P.C. t� \ D INAG RIN O C7 \� 2 �0 ja I � \ FEB 2 1 2012 \ `�°�c��``�-�\� s, L ooe°�,��,���G , ZONE AE PI?G) \ c'� OCTOBER 19, 20 I 00, LINE ;VE WET \ TOWN OF SDUTHDLD LA S USED FOR \ COVrERAGE 1s -I .Pf9�E9:� \ P 2 ALC ' s SSr-,a,rV H.Xea R THE D [NAG TORY AD ON ;` e / ` � , , rtl E ;-,CtNa p 53�Er�,[SED f' L d "."f"l X.3 L/'i45 4�.eS.O BASED ON MAP OF PROPERTY ��p \RIN OVER REBUILT ,-� ~1 , AF-CHl�'rF''-,T'G MFER,�N SITUATE AT: SOUTHOLD i� \ GARAGE. ,' �,p` 'l / ac1: _ �vl%ViING II9 TOWN OF: 50UTHOLD r ��� \ i 4� 1=7A't; .; -iU;a CU COUNTY OF: SUFFOLK, NEW YORK p.(� �, \ ��� / '� �E• r_, �'`- SURVEYED: MAY 2 \ J / 1� ~ �_.`�E.._?9¢Yn�= Y 5, 2004Ewr- {"nc== ;3�eC3 � TAX MAP# 1000-5G-5-39 �y,G z; Lxpro BY: WALLACE T. BRYAN G,P / LAND SURVEYOR F,� �Fti \ _ f ��% Z\ KORNMAN FOR: PETER C. KORNMAN MARY C. KOKNMANT4s ' 2/ 1 2/20 1 I AREA 24,786 S.F.± \. �.� � rj O REV. 0 1/ 1 i t 1 2 i '( —0.57 ACRES ± \ S��Y� Of3ER`+ I . 8R02N ARCHITECT F.C. SITE LAN - Vv// I`AIRi&jFATHfR DESfCN ASSOCfATr_5, INC. 205 BAY AVENUE - r� FED 21 2012 I11=301-011 GREENi'OIR, N,Y. 1 19rt4 G3 1 -4 7 -97 52 (f-,,X) �3 1-4;7-0973 I 2S`1 0, JOO�QO 0� e9�p pN \ \wvo Q POO SOUTHOLD DAY (NOT TO SCALE) KEYMAP IND D [J /� N w LOT COVERAGE O w e GARAGE +338 FOYER +72 rL 0 C) 6� owe co co MON NEW DORMER _ ?`- FND 'J co - \_ 9�, _ (APPRQVEp) EXISTING=BALCONYTO-BE~-- / �� \ `"o ADDITION. REBUILT (SAME SIZE) 7� '- R% ` ^ EXISTING WOOD DECK TO BE �O REMOVED AND REPLACED WITH BRICK IN\SAND PATIO (SAME SHAPE) 0 GA �O ADD ITI �`�j<�•° � \\ '00, (APPROVED) 2ND\ ORY ° P ADDITION OVER EXISiTI �2 2�0 \ ��o _��� VED) GARAGE. (AP Os NEW SURVEY \ °` RO ED PATI BRICK I aDr Toyer BASED ON MAP OF PROPERTY — BRICK IN SAND 51TUATE AT: SOUTHOLD 0-11,� TOWN OF: SOUTHOLD ���'� \.\ EXISTING COUNTY OF: SUFFOLK, NEW YORK SURVEYED: OCT. 19, 201 I i� S��A \ TREE TAX MAP# 1000-5G-5-39 BY: JOHN T.METZGER PECONIC SURVEYORS, P.C. FOR: PETER C. KORNMAN MARY C. KORNMAN OCT. 19, 201 1 (TOPOGRAPHIC SURVEY* PROPOSED ADDITIONS) AREA = 24,78G S.F.± S i\ 0 ;; A,`&)0 tION©E'THE 0.57 ACRES ± 00 O U 1 FOR ANY PERSON, �C° r+;.'b_f:S,a ACTNC UNDER THE F �� �lo OF Pt LICEbISED S I T E I L A N ,fir' TEC TO ALTERAN`I (� �r91 6 e...i.C, <�€�i OSI THIS DRAIVING IM ir�'r1'd Ai,!Y A- I-ORIZED ''—'rE„Ss1CN MI RST ME SCALE . 1 " = 30'-0" j'-",t-D.SEALER,AND "',CPk'FEDIfniACCOPDANCE - -• --- F- E n�rtit KORNMAN RESIDENCE s EREDAc .5 REV.OG-30-2014 0 �0 ROBERT I . BROWN ARCHITECT, P.C. W/ I=AIRWEATHER DESIGN ASSOCIATES, INC. 841 205 BAY AVENUE OF NE'' I GREENPORT, N.Y. 1 1944 G3 1-477-9752 (Fax) G3 1 -477-0973 0 REScheck Software Version 4.4.1 N/" Compliance Certificate Project Title: Kornman Residence Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached 1 or 2 Family Project Type: Addition/Alteration Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 1077 Bay Home Road Peter&Mary Kornman Ian Fairweather Southold,NY 11971 55E 86th st#15A Fairweather Design Associates Inc New York,NY 10028 205 Bay Avenue Greenport,NY 11944 477-9752 FBDA[nc@optonline.net e Compliance:7.6%Better Than Code Maximum UA:210 Your UA:194 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross • Assemblyor or D•• Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss — — — — — Exemption:Framing cavity not exposed. Ceiling 2:Cathedral Ceiling(no attic) -- — — -- -- Exemption:Framing cavity not exposed. Ceiling 3:Flat Ceiling or Scissor Truss 480 30.0 0.0 17 Wall 1:Wood Frame,16"D.C. -- — — -- -- Exemption:Framing cavity not exposed. Wall 2:Wood Frame,16"D.C. 828 19.0 0.0 25 Window 1:Wood Frame:Double Pane with Low-E — — — — Exemption:Glazing replacement in existing sash or frame. Window 2:Wood Frame:Double Pane with Low-E 250 0.340 85 Door 1:Glass — — — — — Exemption:Glazing replacement in existing sash or frame. Door 2:Glass 166 0.340 56 Floor 1:All-Wood JoistlTruss:Over Unconditioned Space -- — — -- — Exemption:Framing cavity not exposed. Floor 2:All-Wood Joisttrruss:Over Unconditioned Space 336 30.0 0.0 11 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been desi ned to meet 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.1 and to comply i h�e;mangatpry?e rements listed in the REScheck Inspection Checllklist I s'L`,'J ke 1/i Na a-Title Sign' mp7 I Dat Project Notes: " "' `kms/r Contractor:Robert Saetta ;qTC 1634A yO f� Project Title: Kornman Residence Report date: 01/16/12 Data filename:C:\Documents and Settings\Fairweather-Brown\My Documents\REScheck\Kornman.rck Page 1 of 3 REScheck Software Version 4.4.1 Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss Exemption:Framing cavity not exposed. Comments, ❑ Ceiling 2:Cathedral Ceiling(no attic) Exemption:Framing cavity not exposed. Comments: ❑ Ceding 3:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c. Exemption:Framing cavity not exposed. Comments: ❑ Wall 2:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: Windows: ❑ Window 1:.Wood Frame:Double Pane with Low-E Exemption:Glazing replacement in existing sash or frame. Comments: ❑ Window 2:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Doors: ❑ Door 1:Glass Exemption:Glazing replacement in existing sash or frame. Comments: ❑ Door 2:Glass,U-factor:0.340 Comments: Floors: ❑ Floor 1:All-Wood JoistlTruss:Over Unconditioned Space Exemption:Framing cavity not exposed. Comments: ❑ Floor 2:All-Wood JoistlTruss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: (j Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are either 1)Type IC rated with enclosures sealed/gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM E283 labeled,or 3)installed inside an air-tight assembly with a 0.5"clearance from combustible materials and a 3"clearance from insulation. Project Title: Kornman Residence Report date:01/16/12 Data filename:C:\Documents and Settings\Fairweather-Brown\My Docu ments\REScheck\Korn man rck Page 2 of 3 0 Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions u Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. Lj Materials and equipment are identified so that compliance can be determined. o Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Li Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: F-i Ducts in unconditioned spaces or outside the building are insulated to at least R-8. • Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181A or UL 181 B. Building framing cavities are not used as supply ducts. Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. ❑ Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Circulating Service Hot Water Systems: Lj Circulating service hot water pipes are insulated to R-2. Lj Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment. NOTES TO FIELD:(Budding Department Use Only) Project Title: Kornman Residence Report date: 01/16/12 Data filename:C:\Documents and Settings\Fairweather-Brown\My Documents\REScheck\Kornman.rck Page 3 of 3 �( 2010 New York Energy j Conservation Construction Code Certificate Insulation . Ceiling/Roof 30.00 Wall 19.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC_ Window 0.34 Door 0.34 NA Cooling Heating System: Cooling System: Water Heater: Name: Date: Comments: ANDEKSEN WINDOW SCHEDULE 1ST FLOOR I WDH2G4G POWDER ROOM TEMP. 2 WDH2G52 FAMILY ROOM TEMP 3. WDH2G52 FAMILY ROOM TEMP 4. (3)WDH2852 FAMILY ROOM TEMP 5 WDH2G52 FAMILY ROOM TEMP. G WDH2442 LIVING ROOM TEMP. 7 OMITTED 8. WDH2852 LIVING ROOM TEMP. 9. V✓Dh2.442 LIVING ROOM TEMP 10. (2)CX145 BED ROOM I CASEMENT WITH PARTING RAIL. 1 1 . WDH2432 BATH 12. WDH2432 PANTRY 13 EXISTING TO REMAIN 14. WDH2432 BATH 1 5. WDH2G4G DINING ROOM I G. WDH2G4G DINING ROOM 2ND FLOOR 17. A281 CL05ET 18. A281 MASTER BATH 19. WDH 2G310 MASTER BATH 20. Wti'DH284G MASTER BEDROOM 21 (2)WDH284G MASTER BEDROOM 22 A281 LIVINGROOM 23. A281 LIVING ROOM 24. A251 LIVING ROOM 25. (3)WDH243G BEDROOM ✓ 2G.CW 135 13EDROOM CASEMENT WITH PARTING RAIL. 27. CW 14 BATH CASEMENT WITH PARTING RAIL. 28. CW 14 BATH CASEMENT WITH PARTING RAIL. 29. CWI4 BEDROOM CASEMENT WIH PARTING RAIL. DOOR SCHEDULE EXTERIOR DOORS I• YX FRONT ENTRY 2• XX FAMILY ROOM 3 XX LIVING ROOM 4 EXISTING TO REMAIN LAUNDRY ROOM 5 XX MASTER BEDROOM BALCONY INTERIOR DOORS 1ST FLOOR G %x POWDER ROMM 7• XX MECHANICAL ROOM 8. Y.X CLOSET 9 ;cX FOYER CLOSET 2ND FLOOR 10. XX MASTER BEDROOM 1 1. XX WALK—IN CLOSET 12 XY MASTER BATH 13 XX CLOSET 14. XX LINEN CLOSET 15. XX BEDKOOM 2 BATH i G. XX BEDROOM 2 CLOSET KO RN M A N I I/17/12 0 1 1 `V'Ai F. I 1 1 nn 1-J 771-- 14 51 Ll I!F A i0' A. OF THE LAVI FOR I ANY PERSON, BREDA -UT.M.ESS ACTiNG UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY iMrvl ON THIS DRAWING IN ANYWAY ANY A_THORIZED AUFRATION MUST BE NOTED,SEALED,AND DESCREEZED IN ACCORDANCE 634 WITH THE LAW. TFO �- EXTENT OF E%15TING DECK ABOVE _ Il] TO B[REBUILT �� EXI5TING WOOD DECK TO BEREMOVAND �� L O r , REPLACED WIPDTH BRICK IN ^✓� JVD v SAND(SAME SIZE) NEW'BETTERHEADER'dl5 A (2)2'%I O'w/1/2'STEEL RATE EO Ep TEMPERED BRICK PATIO IN SAND o ' 'ay LINE OF BALCONY ABOVE E F EO EO 1pOSTING DOOR TO � TEMPERED NEW 12'-0°SLIDING III =-3 BE REPLALED'MTH GLASS DOORS UP t} TEMPERED EXISTING EGRESS IO O WINDOW — VTO REM CASEMENT ••—••— jT R TO REMAIN (3)2'.8°ACO BEAM J 5_ O EO EO EXISTING 2 "� LIVING ROOM I 9068 I I w EXISTING CLOSET ALL EXISTING WOOD FLOORS STORAGE 4'.12'MDF WAINSCOT TO BE REFINI5HED OIL BASE o ryb� POLYURETHANE UNDER CEILING PANELS JOISTS EXISTING STAIRWAY dl (CONCEALED WITH}'k2' BEDROOM 1 23'-7-9- ED 3'_7-w BATTENS AS INDICATED n INSERT W EXISTING LINE OF BALCONY ABOVE WINDOW BATH ROOM ———————— ———— _ O �� WOOD n II Gn �"R1 FI OORIN .� NEW - CLG MT=7'-6' TO BE SELECTED m I FAMILY ROOM I p r.lSIN'G EXISTING FIREPLACEL_I I i• -W —W i �ROOM J— EXISTING EXISTING —— CLOSET PANTRY LAUNDRY ROOM EXISTING ENTRY - /STORAGE KITCHEN FOYER BOO—,4 '^ FLOOCERAMINGO VER RIN TILE � NEW RUSH GIRDER 9 CEMENT BOARD EXISTING �� (2)I-3/4'.5-I/2'lVl WITH2 BATH =� 3/75TL BY BETTEFADER. io PCwDt9R 3 8 Q FULL HT TLE AROUND O I _ SHOWER INSERT 1 2 EXISTING .—AUGN 4 WINDOW DOOR N—• G. O .L6bB p R TO REMAIN INSERT 13 TEMPERED 4 \ (2)2'x8'W/I'STL PLAT 3'-4' S'-5' 2'-6' 3'-6° WINDOW INSERT BY BETTER HEADER WINDOV/ § I NEW FLOORING TO MATCH EXISTING rPULL 2"0 5-O' WAIN LOTTING TO 36' 5TAIR5 I NEW (p q� HT WALLS FROM J PORCH(BRICK) MECH ROOM"I - SET ON CONC 5LIB ryb 7 GROUND FLOOR 1 -� - - - - 16-�- - - � �� SCALE 1/4•=1'-O' A2 INDICATES NEW WAL5 4 CERAMIC TILE FLOOR OVER CEMENT BOARD INDICATES FX15TING WALLS TO REMAIN A I WALLS 1�ILING BD O NOTE EXISTING TO REMAIN EXCEPT AS NOTED I _ b b m GARAGE ❑ CONCRETE SL-BB REINFORCED SEP 5 2012 D A� p A2 :Y IS A VIOLATION OF THE AED Aqc ——— LjlklY FOR ANlY PERSON, LiNE-oFwMLLAB—DVC—— UNLESS ACi I-41-3 UNDER THE b b 5<�.-3e C ECTION F A LICENSED Q 2 m10 APCI-IITECT TO ALTER ANY ITEM ON THIS D91 AVIIs'�G IN10 HB4G 8'.a'50COLUMN GYP) I ° 4'-6° 00 d•2NY VIIVRf.ANp Ai.1TE-O ILED - -.\ •,=-J� — — 5 — ALTE.RA'T ION MUST BE — -� — — 2� I,sem'OTE€ ,SEALED,AND 41 Q� B DES r.,IDED IN ACCORDANCE NF-"'j y0 ABIsIaTHELMI. ROBERT I. BROWN ARCHITE T, F.C. KORNMAN W/ FAIRWEATHER DESIGN ASSOCIATES, INC. 04/25/2012 205 BAY AVENUE GREENPORT, N.Y. 1 1944 G31 -477-9752 (Fax) G31 -477-0973 1 2 3 4 5 G 7 8 9 10 II 12 13 14 15 1 G 17 ISSUES/ REVISIONS aw �r ' K�r • EXTENT OF EXISTING DECK ABOVE I ® ® TO BE REBUILT.- - ® -- - - ® EXISTING WOOD DECK TO BE REMOVED AND REPLACED WITH BRICK IN SAND (SAME SIZE). A B i NEW'BETTERHEADER'#15 (2) 2"X 10'w! 1/2"STEEL PLATE EQ EQ 7 4'-G" 8 3 O 4-G" BRICK PATIO IN SAND TEMPERED 1 1 - — LINE OF BALCONY ABOVE �--+ w w EQ EQ E � EXISTING DOOR TO NEW 1 2'-O"SLIDING TEMPERED. UP N • '4 TEMPERED BE REPLACED WITH GLA55 DOORS. — - O EXISTING EGRESS 10 9 WINDOW. S N WINDOW CASEMENT ' _ O TO REMAINtu (3)2 x8 ACQ BEAM EQ EQ w (� EXISTING 2 ~ L LIVING ROOM 90GS I w EXISTING ~ r� CLOSET ALL EXISTING WOOD FLOORS STORAGE 4'k 12' MDF WAINSCOT TO BE IREFINI5HED OIL BASE UNDER CEILING PANELS. JOISTS rM► APR.19, 2012 2� POLYURETHANE. STAIRWAY oCI CONCEALED WITH 4"x2" EXISTING 23,-7" 1,u BATTENS AS INDICATED. - FEB.28, 2012 w BEDROOM 1 u� m INSERT w EXISTING —LINE OF BALCONY ABOVE — — — oil N WINDOW r BATH ROOM 4'TH. WOOD FLOORI G m,o�C NEW r w PER 0201 I I i CLG.HT.=7'-G" I TO BE SELECTED. > FAMILY ROOM ALL RIGHTS RESERVED m = o EXISTING N n _ _ , EXI5TVJ G FIREPLACE g'I l THESE PLANS ARE AN INSTRUMENT OF CLOSET 21-0 21411 a SERVICE AND ARE THE PROPERTY OF j F-I z w THE ARCHITECT. INFRINGEMENTS WILL t 1 BE PROSECUTED, ROOM EXISTING EXISTING CLOSET LAUNDRY ROOM EXISTING ENTRY — � CERAMIC TILE KITCHEN FOYER BOOKCAS �n FLOORING OVER • PANTRY CEMENT BOARD. /STORAGE �g � NEW FLUSH GIRDER 9 41- B (2)1-3/4"x9-1/2" LVL WITH NE A4 BATHING �� 3/8"STL. LATE BY BETTERHEADER. PIO 'v" R R OM' O 8 4w O FULL HT. TILE AROUND SHOWER.71� M� ppq -- ALIGN G 1 1 266a p0 2 4 R EXISTING —�- LtGN— S lel INSERT 12 DOOR (2)2"x8"W/ 1"5TL.PLATr 3'-4" 5'-5" 2'-G" 3'-G" O I/2" WINDOW TO REMAIN INSERT 1 3 TEMPERED I \�� BY BETTER HEADER/ I WINDOW INSERT / — �=I O-I 5'-0" WAIN COTTING TO 3G" j �— WINDOW I NEW FLOORING TO MATCH EXISTING PULL D WN / \ - HT. ON WALLS. - I —t—1 ftt 1 1 STAIRS NEW N FRONT PORCH (BRICK), �� VE MECH. ROOMQo 1 - SET ON CONC. SLAB. 2�O —� d CLIENT/OWNER--7- - — — — — — 11 7 R O U N D 1 L 0 0 R KORNMAN �� INDICATES NEW WALLS CERAMIC TILE FLOOR RE IDEN E OVER CEMENT BOARD. r INDICATES EXISTING WALLS TO REMAIN A ��� - FIREPROOF GYP.BID. — - � BAY HOME RD. D NOTE: EXISTING TO REMAIN EXCEPT AS NOTED I WALLS CEILING. A3 lee 50UTHOLD, NEW YORK ' r" N pit GARAGE �•'; te4 ❑ 47H. REINFORCED CONCRETE SLAB. PROJECT TITLE A2 GARAGE 2ND STORY RENOVATION LINE OF WALL ABOVE • r � 0 0 ' DRAWING TITLE u� E." r It HB#G 8"x8'5Q. 4'-G" r-11 GROUND FLOOR COLUMN.Mr) ❑ — rEE LI lJ B JAMR IDATE SCALE 1/4"=1'-0" Jug8 201 - ISSUE BLDG. DEPT. FEB.2,5, 2012 TOWN OF SOUTHOLD DRAWING NO. PER is 1 f. . 0",- :T10N 0 ME: �PEp A,RcIll f • log1. - 1 , - - I- ter ;-a--A REF. NO. . . 1109 I 2 3 4 5 G 7 8 9 10 II 12 13 14 15 1 G 17 ISSUES/ REVISIONS ea4v tle c RIDGE VENT ;v 1 1-1 M d DIMENSIONAL ASHALT SHINGLES • OVER 301b. BUILDING PAPER. 1*4 RIDGE VENT Poo PONJ • (3)I x8"SHIPLAPPED AZEK BOARDS TO __ 3-2-L"5PRUNG CROWN AZEK MATCH EXISTING DETAIL. I I MOULDING ON I NG"AZEK FASCIA , 1"xG"AZEK RAKE BOARD. DIMENSIONAL ASHALT SHINGLES " •••,_, OVER 301b. BUILDING PAPER. ANDEK5EN PREMADE ,,--WINDOW CASINGS. 2"x8" @ ® (TMP) WITH SLOPE RIPPED TO 2"xG" EXISTING PORCH TO BE REBUILT. "'EXTRA CLEAR ALASKAN YELLOW CEDAR SHINGLES WITH 5"EXP05URE OVER 301b, BUILDING PAPER. rpm AZEK RAILING SYSTEM a"x 10"AZEK WATERBOARD WITH DRIP EDGE. G TO BE SELECTED. EXISTING WOOD DECK TO FEB.28, 201 2 BE REMOVED AND REPLACED WITH BRICK IN • SAND (SAME SIZE). EPDM RUBBER MEMBRANE ©201 1 EXISTING WINDOW SILL ADHERED TO ACCORDING TO E A S T E L E V A T 1 O N f MANUFACTURES SPECIFICATIONS. ALL RIGHTS RESERVED / N NOf 5/4" MAHOGANY DECKING SPACED I/4'APART. m SCALE: I/4"=I'-O AS SERVE PLANS ARE THE INSTRUMENT F �1 SERVICE AND ARE THE PROPERTY OF Oil THE ARCHITECT. INFRINGEMENT5 WILL I-1/2"SLEEPER ACQ SLEEPER I G"O.C. 311/2"SLEEPER BE PROSECUTED. — — — —•— — — . — — — — — — — — — . — —. � 3/4"WC PLY G 11A 2"x(5" @ 1 2"O.C. WITH SLOPE RIPPED TO 2'kG" ^t AZEK WAINSCOY•SOFFIT AZEK CLADDING O AZEK!`OLID CROWN (3)2'k 10" • r � 3/1 G" REVEAL Mid REBUILT PORCH ROOF REUSE EXISTING PERMACAST r� COLUMNS. DETAIL SCALE: I"=P-0" tow CLIENT/OWNER t RIDGE VENT DIMENSIONAL A5HALT SHINGLES _ \ \ OVER 301b. BUILDING PAPER. I� KORNMAN \ RESIDENCE DAY HOME RD. 50UTHOLD, NEW YORK PROJECT TITLE 3-2"5PRUNG CROWN AZEK \ GARAGE 2ND MOULDING ON )"xG"AZEK ( iR STORY RENOVATION FASCIA . 1"xG"AZEK RAKE BOARD. r b 12 • 3 F— ---EXTRA CLEAR ALASKAN YELLOW CEDAR I ISI SHINGLES WITH 5"EXPOSURE OVER 301b. DRAWING TITLE BUILDING PAPER. s � xf EAST AND WEST ANDERSEN PREMADE 2"x8" @ 12"O.C, ELEVATIONS WINDOW CASINGS. (TYP•) WITH SLOPE RIPPED TO 2"xG" EXISTING PORCH PJB 13 El 70 BE REBUILT. r DATE SCALE ISSUE Am FR13.28, 2012 H 1� DRAWING NO. NEW CONSTRUCTION 4'x I O"AZEK WATERBOARD WITH DRIP EDGE. \���RED Az? EXISTING WOOD DECK TO �j SRT 1 ij • T ELEVATION BE REMOVED AND �' `3 W E 5 REPLACED WITH BRICK IN ' t 0R f,.° ,.f cis hY LA,M J SAND (SAME SIZE)• ,,, ,,.,,.-. M T_ SCALE: 1/4"=I'-O" `. 33 ly z 110, Am F.,. p" REF. NO. r 1109 4 5 7 8 9 10 I I 12 13 1 I 2 3 4 15 1 6 17 i ISSUES/ REVISIONS p f- FND. C�-O it r_Vl QO \� O� / \ i"70 N LOT COVERAGE v GARAGE +338 K FOYER +72 OQ PON� `OQ \ x 1 Q �(° oma• �'� � \ M \SP�0' • O ;l, o O 11 Cl To P" MON. J PAMO FND. �( o PROPOSED 22° s� goo° \ � • R \ o ADDITION. PROPoo EW �9, E �iDORMER O � � Z �2�' � �\ xP• \ P �Q PROF E \,o, 2i i����-1 I�� c�'P 4�'0°, G�,c� 1• �� "y GARS ��+`�� \• 8 �°� ,'o� \�� \ O� c� ADDITIO LINE OF EX15TING DECK — \ PROPOSE 2ND a STo • NEW SURVEY \ ST DITION BASED ON MAP OF PROPERTY % OVER EXISTING SITUATE AT: SOUTHOLD �� \ GARAGE. TOWN OF: SOUTHOLD COUNTY OF: SUFFOLK, NEW YORK SURVEYED: OCT. 19, 201 IPMR TAX MAP# 1000-5G-5-39 BY: JOHN T.METZGER � G \ ?� a/ I I'-3" 121-711 r PER PECONIC 5URVEYOR5, P.C. ��\� �CZ' FOR: PETER C. KORNMAN t �� e /�P Q a G PMA MARY C. KORNMAN \ / / GALv.SCREENED VENT OCT. 10, 201 1 (TOPOGRAPHIC \•\ °�� ,�� � i • FE15.28, 2012 SURVEY t PROPOSED ADDITIONS) AREA = 24,78G 5.F.± -.o \ a� C20) J 0.57 ACRES ± 0 �(DOO ( — ✓ ALL RIGHTS RESERVED o � A N ��� I I I � THESE PLANS ARE AN INSTRUMENT OF P S I T E ! L _ J NEW FOUNDATION AND �) SERVICE AND ARE THE PROPERTY OF FOOTINGS. 0 THE ARCHITECT. INFRINGEMENTS WILL SCALE : 1 " = 30'-0" BE PROSECUTED. - - - - - - - - I ,.1 9- I/,-' TJI 230 I r @Io,O.C. I ^� I � � 16"�Q.�.ONC. I • r BLo�-K,FIER ON 1'-0" g I ; FOOTING. I ; � I r NEW CRAWL SPACE I MSI oX ON SAME FOOT -;N I PRINT AS EXISTING m GARAGE. EXISTING CAWL SPACE, I 2'-O"x P-O"D CONCRETE I j FOOTING WITH (2)#5 (_PROVIDE OPENING I II CONTINUOUS RE15AR5, Oak TO NEW CRAWL J CLIENT/ OWNER SPACE (LOCATION TO BE DETERMINED). PROVIDE OPENING TO NEW CRAWL SPACE (LOCATION 27H.CONC. PAT SLAB TO BE DETERMINED). I � KORNMAN r � RESIDENCE --- pm --- —I— — — I I A BAY HOME RD, GALV.5CREENED VENT 50UTHOLD, NEW YORK PROVIDE #5 RE-BAR I cp ► � @24"O.0 VERTICAL NEW 271-1. RAT SLAB TO �t PON j 12'LONG SECURED O ALIGN WITH EXISTING. N INTO EXISTING CONC. in — — — — — — — L — — — — — ®) FOUNDATION WITH EPDXY(TYPICAL) I rpm 8"CONC. BLOCK I MSI PROJECT TITLE REINFORCED VERTICALLY* ►� HORIZON ALLY ON I '~ GARAGE 2ND 2'-0"x 1'-0'POURED I ° I STORY RENOVATION CONC, FOOTINGS. 88 � I Qo r I I • 1 DRAWING TITLE fOUNDATION PLAN SCALE: 1/4"=P-0" A I GARAGE r� FOUNDATION � - I 47H. REINFORCED I I p M SITE PLAN CONC.5LA5. N 2'-0'k2'-0'k P-0"D FOOTING AND 12" 01 _ :}.•�, /yr DIA. SONOTUBE 7'1(:a'_ l NC)E:13 THE lel .:'> OF ,- .,,,s, "/¢I 15 DATE SCALE AS NOTED T a b L TER AI'41Y VPN 20i O I55UE 471-1. REINFORCED r FEB.28, 201 2 CON C.5LAB, TO BEI I �' _."'•.z. ., z ,.n:�' E M BRICK OVER. DRAWING NO.r_.� on 41-10" I I®I L rcPED Af{C, - � tT ���' 1.QST�To �I l o - �.. W d pm 121-711 CONCRETE APRON. REF. NO.<' t• F ,�__• 1109 I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 1 6 17 ISSUES/ REVISIONS X12 wall M r • EXTENT OF EXISTING DECK ABOVE El El PON PON EX15TI14G DECK. A 1®I NEW'BETTERHEADER'#15 g (2) 2"X 10"w/ 1/2"STEEL PLATE Poor EQ 7 EQ pl 4'-G" 8 3 4'-G" BRICK PATIO IN SAND * TEMPERED I � O � p • • LINE OF BALCONY ABOVE �Ay � EQ EQ EXISTING DOOR TO �w- � _ TEMPERED. _ NEW 12' O"SLIDING • BE REPLACED WITH GLASS DOORS. UP TEMPERED N EXISTING EGRESS I 9 WINDOW. WINDOW CASEMENT O 5 N TO REMAIN (3)2"x8"ACQ BEAM T p 3 i EQ - w ponooA (�j %w EXISTING 17, LIVING ROOM 9068 _ l EXISTING w r CLOSETALL EXISTING WOOD FLOORS STORAGE At/ 4'k 12' MDF WAINSCOT POR UNDER TO BE REFINISHED OIL BASE CEILING PANELS. JOISTS POLYURETHANE. STAIRWAY oCl CONCEALED WITH Z,"x2" r p `Z APR.19, 2012 u� I EXISTING „ w BATTENS AS INDICATED. INSERT Y� EXISTING BEDROOM I 23-7 w FEB.28, 2012 LIIJ E OF BALCONY ABOVE _ w W P WINDOW �- BATH ROOM - � °L � • I "7H. WOODLi Lu II I p OCLG.HT.=7'-G" TO BE SELECT DORING J NEW � � FAMILY ROOM � PER ©201 1 NG EXISTING w(c= ALL RIGHTS RESERVED CL0515 T IET FIREPLACE 6 Q 2 _ O, " 0-' THESE P 2'-G" w PLAINS ARE AN INSTRUMENT OF m �)z SERVICE AND ARE THE PROPERTY OF w _ � � THE ARCHITECT, IIJFRIIJGEMENTS WILL �, _ M� BE PROSECUTED, co Roots - - 2 1�` O Ask 1= EXISTING EXISTING CLOSET C ^w PANTRY LAUNDRY ROOM EXISTING ENTRY _ �.. FOYER to BOOKCASES —CERAMIC TILE K E RA /STORAGE KITCHEN \ f FLOORING OVER O-0 NEW FLUSH GIRDER 9 CEMENT BOARD. • EXISTING ' (2)1-3/4"x9-1/2" LVL WITH NE 3 8 _ A4 BATH / STL. LATE BY BETTERHEADER, � PO DER ROOM ? <n O� 8 r FULL HT. TILE AROUND SHOWER. � ALIGN SERT 12 EXISTING INDGPJ— 6" O 2665 �O , SHOWER f WINDOW DOOR _ - 3'-4" 5' 5" r TO REMAIN 1115ERT 13 TEMPERED 14. ( ET W/ 1 STL.PLATE/ / 2-G" 3-6 7'-�O I/2" C WINDOW INSERT BYY BETTER HEADED C \ / r— 2=-1-0 5'-0" WAIN COTTING TO 3G" WINDOW O NEW FLOORING TO MATCH (EXISTING PULL D WN HT, C N WALLS. Ln \ STAIRS NEW Cn I / \ FRONT PORCH (BRICK). MECH. 8000) N SET ON CONC, SLAB. SCO -�- — —� CLIENT/OWNER El -(I5 - - SIG 7 �� GROUND ffLOO (--j � -1 INDICATES NEW WALLS I I'-3" ISI KORNMAN SCALE: 1/4"=1'-0" A2 4 CERAMIC TILE OVER CEMENT BOARD. ®: RESIDENCE PON INDICATES EXISTING WALLS TO REMAIN A I �O� - FIREPROOF GYP.BD. — - Oft BAY HOME RD. NOTE: EXISTING TO REMAIN EXCEPT AS NOTED WALLS CEILING. A3 SOUTHOLD, NEW YORK C? N GARAGE ro PEO 4711, REINFORCED CONCRETE SLAB, A I D PROJECT TITLE r. A2 ,' GARAGE t- 2ND - - - - - - - STORY RENOVATION LINE OF WALL ABOVE • s � O O �► ro � IA®I T w DRAWING TITLE Tn HBLG 5"x8"50. 4' G % GROUND FLOOR — --4 -J — 12 B po DATE SCALE A ''" 114"= 1'-0" �.;P,,Y 2U'! ISSUE Aft FE15.28, 2012 I" DRAWING NO. M POR �PEo ARCly, • _. °P "!:TINGR 3t!P .. �✓ A!1.. 7' L '' pmq 7AWING IN ^,r %.."', ` -51✓ 1 REF. NO. 1109 I 2 3 4 5 6 7 8 9 10 Il 12 13 14 15 1 6 17 ISSUES/ REVISIONS ^Z �A �r To K M r • Poo �1 EXISTING ROOF A g INSERT INSERT INSERT r+� WINDOW 24 WINDOW 23 WINDOW 22 11'-3" 1, 12'-7" A EQ EQ E N , • �' 2 ! O o�G 4'x4" MAHOGANY DECKING. — - _-- — - 5" N _- i n p4r - I I -8 � rJEw o i )01-0" BALCONY Ln d O EQ EQ IA®I LIVING ROOM BELOW I� r+� OGG EXISTING 23'-G" O APR. 19, 2012 SLOPED CEILING 0 13 NEW �L O FEB. 28, 2012 U BEDROOM \ m • DOWN NEW GIRDER DOUBLE LVL j� ©201 1 EXISTING FLK TO FLP = 8'-2-1/2" ALL RIGHTS RESERVED BALCONY 15 \ SLOPE DOWN , CLG.HT.= 7'-7" O §0)- � THESE PLANS ARE AN INSTRUMENT OF 2 6 FLAT CLG. HT.=7'-2" O - � - - � SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFKINGEMENT5 WILL Lu HOWER 1 4 1 2 _ BE PROSECUTED. Z SLOPE DOWN EXISTING \ U cv BEDROOM w U �O 17 2- J/2" I'- '-0" t32 �J ^� COO PLATE HT.=4'-O" iv' i I " EXISTING EXISTING 3'- " 9" -3" BEDROOM 2 - N U BATHROOM NE /f;1 8 u? WALK-IN I L B�TH O_ M • BAI H RC 0M1 � CLOSET J - CERAMIC TILE IN THIN SET CGL HT.-7-5 I I G O N 6JA: / F MSOVER CONC.BOARD. U N SLOPE DOWN I 7'-0" L� 5 rZ-BQ N SLOPE - DOWN I /Lo H _ "t _ 1811 _ O EQ 0-4" � Q WAINSCOT WALLS TO FULL T. TILE-,U H T E , N PLATE HT.=4'-O" TEMPERED w IIJ SHOWER. a 40"HT. WITH CHAIRRAIL. r+� N E Eoo 27TEMPERED 28 TEMPS D 29 EGRESS CASEMENT / A8 - u 8'-4" N d PULL DOWN - 4w m STAIRS CLIENT/ OWNER — o o CJ. E �l.�" O N 1D FLOOR I � KORNMAN r�l RE5IDENCE A5 SCALE: 114"=I -0" A 3 A BAY HOME RD. pw D ATTIC N N 50UTHOLD, NEW YORK — D r 4CDX PLYWOOD FLOOR. O (9 it r.1 A6 %� I� PROJECT TITLE I®®1 �L r\ GARAGE t 2ND .� STORY RENOVATION TEMPERED DRAWING TITLE ►am SECOND FLOOR I� pmol B B pmol �I DATE � � ?�S2 SCALE 1/4" = I'-O'• ISSUE Aft FEB.28, 201 2 " pa+ ISI DRAWING NO. A ",r_/°_y,oN O THE ���%IEo Agcy �sa`-.E i`{R"s=Ps0N1 rHE,± Cj�� LCIS I.E3/� ATF 11"6//--i�� Y{a.'k 1.X-D 7.`�•l H.Tw �L�'j � Tic+AUT, ;:"-i.Al'.Y ;TSO r` rs a L' REF. NO. to II 12 13 14 15 1 6 17 ISSUES/ REVISIONS 1 w 1` Vr 1 K 1 p" M r • �--�� DIMENSIONAL ASHALT SHINGLES OVER 301b. BUILDING PAPER. r J DIMENSIONAL ASHALT SHINGLES POO OVER 301b. BUILDING PAPER AND z" .CDX PLYWOOD SHEATHING. % \ • 3-2"5PRUNG CROWN AZEK tip" ___........_...._.._. _...._._.r..___._........_.__........:.. �_...____......._...__.._._._ ON I k6 AZEK MOULDING � �� rel .v w :: FASCIA . 1"x6"AZEK RAKE DIMENSIONAL ASHALT SHINGLES BOARD, • OVER 301b. BUILDING PAPER. __._._._._..__._._.._......_._..,..__._.:._..._.____....:............ ......:............__._...._.._.._.. _......._......:..__..:.._......:...._.....:...v.....:..._........ ...... _...____._.. 1� ANDERSEN PREMADE A WINDOW CASINGS. j = 'pw u? EXT,A CLEAR ALASKAN YELLOW CEDAR - � SHINGLES WITH 5"EXPOSURE OVER 30119. BUILDING PAPER. FE13.28, 2012 • RAISED PANEL WOOD SHUTTERS 4"x10"AZEK WATERBOARD WITH DRIP EDGE, 15Y5HUTTERCRAFT WITH HINGES pmq 0201 1 TIE BRACKET5,0-(P) ALL RIGHTS RESERVED NORTH ELEVATION r THESE PLANS ARE AN INSTRUMENT OF .SERVICE .IPROPERTY SCALE: J/4"=P-0" A4 THE ARCHITECT. INFR INFRINGEMENTS WILL /411 BE PROSECUTED, PON ,A C +4 . . . . . . . . . . . ^Z • d d 1 CLIENT/OWNER i� t DIMENSIONAL A5HALT SHINGLES `:. OVER 301b. BUILDING PAPER AND 2" .CDX PLYWOOD SHEATHING. �- �� DIMENSIONAL ASHALT SHINGLES '�-- ' low KORNMAN OVER 30119, BUILDING PAPER. RESIDENCE j' pmm DAY HOME RD. �+ 50UTHOLD, NEW YORK 1®I AZEK RAILING SYSTEM / \ (STYLE TO BE SELECTED). 3-�"51`RUNG CROWN AZEK MOULDING ON J NO'AZEK r� FACIA . � PROJECT TITLE 1"xC" AZEK RAKE BOARD. a� I I 1.-T� 1] LE Effill ANDERSEN PREMADE r\ GARAGE 2ND WINDOW CASINGS. m I _M._._.____--___ _._._._..__._ .n. _: __. _...._._....... ......_._..... __._. _ _W w__ __ . __ .....w M_._w__._._.__ ------- ----- - ._... cTYP.) _ .__. _.: _,__._.__..__. .__. ._.__.__..._._.__._.._._._.._.... ._.__.. __.._..._._._.__._�.w_._ _ _.. ---- �-: - . . .-.— -- � STORY RENOVATION d DRAWING TITLE ANDERSEN PREMADE WINDOW CA51NG5. DEXTRA CLEAR ALASKAN YELLOW CEDAR NORTH AND SOUTH L�j LlSHINGLES WITH 5"EXPOSURE OVER 301b. -"- - BUILDING PAPER. ELEVATIONS AB 1�1r �1 DATE SCALE a'x 10"AZEK WATERBOARD WITH DRIP EDGE. Ll p,`( ? /' 2xq 1/4" = 1'-0" SOUTH ELEVATION 2 155UE � FEB.25, 2012 SCALE: 1/4"=I'-0" Aq MOO DRAWING N0. A �cj) 4 r.S•'` �.J3f�0 / J:TuF'S�, Tliun 1►"J9 �U� O T ION OF P.LICE!`• PDA pmq A REF. NO, 1109 8 9 10 II 12 13 14 15 1 6 17 ISSUES/ REVISIONS �W �r c RIDGE VENT , �1 M DIMENSIONAL A5HALT SHINGLES OVER 301b. BUILDING PAPER. RIDGE VENT V J (3)1 x8"5HIPLAPPED ® - - - AZEK BOARDS TO 3-2"SPRUNG CROWN AZEK MATCH EXISTING DETAIL. L L J MOULDING ON I"x6"AZEK FASCIA . I"xG"AZEK RAKE BOARD. 12 DIMEN5IONAL ASHALT SHINGLES —2 3 OVER 301b. BUILDING PAPER. r� I®1 E :w :w: =rte: :'., m=M"w := :::: : w w M w :w: =w ANDERSEN PREMA ® I I WINDOW CASINIGS. "� 1 2"x8" @ 1 2"O.C, • WITH SLOPE RIPPED TO 2"xG" pig EXISTING PORCH TO BE REBUILT. —_ `EXTRA CLEAR ALASKAN YELLOW CEDAR SHINGLES WITH 5"EXPOSURE OVER 3(OIb. BUILDING PAPER. A Owl PER AZEK RAILING SYSTEM a"x 1 O"AZEK WATERBOARD WITH DRIP EDGE, UP G TO BE SELECTED. EXISTING WOOD DECK TO BE REMOVED AND FE13.28, 2012 REPLACED WITH BRICK IN SAND (SAME SIZE). EPDN,1 RUBBER MEMBRANE EXISTING WINDOW SILL ADHIERED TO ACCORDING TO E A 5 T E L E V A T I 0 N ' ©S I MAN UFACTURE5 5PECIFICATION5. N ALL RIGHTS RESERVED N 5/4" MAHOGANY DECKING SPACED I/4'APART. m A5 THESE PLANS ARE AN INSTRUMENT OF SCALE; I/4"=I'-O" � SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL — I 1/2"SLEEPER ACQ SLEEPER I G"O.C. 3 1/2 SLEEPER � PA BE PROSECUTED. — — — — — — — — — — — — — — -1 3/4"A/C PLY Aw ,A 2"x8" @ )2"O.C=. WITH SLOPE RIPPED TO 2'S<G" C AZEK WAINSCOT SOFFIT AZEK CLADDING O AZEK 50LID CROWN (3)2"x 10" 3/1 G" REVEAL ---�� REBUILT PORCH R00E REUSE EXISTING PERMACA5T r^ COLUMNS. !� DETAILFIN SCALE: I"=P-0" � CLIENT/OWNER RIDGE VENT DIMENSIONAL ASHALT SHINGLES OVER 30112. BUILDING PAPER. 11101 KORNMAN j RESIDENCE A BAY HOME RD. D SOUTHOLD, NEW YORK IM PROJECT TITLE 3-z"SPRUNG CROWN AZEK r\ GARAGE 2ND MOULDING ON I NG"AZEK FASCIA . LLA STORY RENOVATION C I"xG"AZEK RAKE BOARD. i g s ♦ 2 J RA CLEAR ALASKAN YELLOW CEDAR SHINGLES WITH 5"EXPOSURE OVER 301b. DRAWING TITLE BUILDING PAPER. t � ►,� EAST AND WEST ANDERSEN PREMADE WINDOW CASINGS. 2"x8" @ 12"O.C. ELEVATIONS (TYP,) WITH SLOPE RIPPED TO 2"xG" ISI BI EXISTING PORCH 1� TO BE REBUILT. /t DATE SCALE tam ISSUE pw Aft FE13.28, 2012 7-7 NEW CONSTRUCTION M DRAWING NO. a"x 10"AZEK WATERBOARD WITH DRIP EDGE. tt II d:i�;'' i3'i�w S��RD Ar�Ct/T .. EXISTING WOOD DECK TO f. , , C 7 BE REMOVED AND � E`:'' r +; .- ; 11`/ E 5 T ELEVATION ; �q e l,. �6�, �. �a�1.��o �� REPLACED WITH BRICK IN n �L > 10 SAND (SAME SIZE). Q' 2 SCALE: 114"=1'-0" A5 4-r4°: f. P.1 �4'!, ±"'�. .:e�..�, 4ae *. PA 163 fBCCOf'DA10E W REF. NO. C3 1.r SE 5 2012 1 1 09 I 2 3 4 5 6 7 8 9 10 I I 12 13 14 15 1 6 17 155UES/ REVISIOr15 .Al jA V� IND K RIDGE VENT vv i • ® �1 DIMEN51ONAL A5HALT SHINGLES �1 OVER 301b. BUILDING PAPER. vv 1�1 RIDGE VENT • W4 I (3)1 x8"SHIPLAPPED A AZEK BOARDS TO � 3-z"SPRUNG CROWNAZEK MATCH EXISTING DETAIL. MOULDING ON 1'kG"AZEK FASCIA . r� I"xG"AZEK RAKE BOARD, DIMENSIONAL A51-IALT SHINGLES 3 OVER 301b. BUILDING PAPER. ANDERSEN PREMADE 'WINDOW CASINGS. EX15TI N G PORCH, DECK COLUMNS TO REMAIN. `^EXTRA CLEAR ALASKAN YELLOW CEDARLl rpm SHINGLES WITH 5"EXPOSURE OVER 301b. I®1 BUILDING PAPER. /M+ r FEB.28, 2012 • a"x 10"AZEK WATERBOARD WITH DRIP EDGE. PER r O 11 EASTE L E V A T 1 O N ALL RIGSRESERVED THESE! PLANS APE AN INSTRUMENT OF �, SCALE: 1/4"=1'-0" AS SERVICE AND ARE THE PROPERTY Of THE ARCHITECT. INFRIHGEMENT5 WILL qq BE PROSECUTED. 1®1 �A r ^t • w t rPCEI RIDGE VENT 4k" DIMENSIONAL ASHALT SHINGLES OVER 301b, BUILDING PAPER. i \ � CLIENT/OWNER KORNMAN RESIDENCE p" A BAY HOME RD. 50UTHOLD, NEW YORK 3-z"SPRUNG CROWN AZEK MOULDING ON 15c6"AZEK i .� FASCIA . Imo" I"xG"AZEK RAKE BOARD. 1� Iol PROJECT TITLE 12 _ 3 f -EXTRA CLEAR ALASKAN YELLOW CEDAR - GARAGE 2ND SHINGLES WITH 5"EXPOSURE OVER 301b. 1�1 BUILDING PAPER. STORY RENOVATION ANDERSEN PREMADE r WIN DOW CA51NG5. • EE (TYP.) EX15TI N G PORCH, DECK* DRAWING TITLE COLUMNS TO REMAIN. i � rpm EAST AND WEST ELEVATION5 Ao V NEW CONSTRUCTION PON 4"x 10"AZEK WATERBOARD WITH DRIP EDGE, Net DATE SCALE 1!'All SCALE �� ��,,. WEST ELEVATION 2 ISSUE r FEB.25, 2012 SCALE: 1/4"=I'-O" A5 M DRAWING NO. vik AFt,�+f Xa,eBe e'+;pr¢�^�:pY� THE ,I V G 10 C" 5 A�E t "V-1,77.-CT,TOPlUTER ANY 04 Al'lYr .TF' 0rjTE,:) `. TMT r C r !"w1. .D,A-MO tsT� OQ REF. NO. I 2 3 4 5 G 7 8 9 10 II 12 13 14 15 IG 17 ISSUES/ REVISIONS �t �A Il` c 1 RIDGE VENT RIDGE VENT K qm* 1 1�1 RIDGE VENT ' RIDGE VENT ' wA i" 12" RIDGE 2'k 10"RAFTERS I G"O.C. @ R-30 INSULATION 2"x ' 2"x I O"RAFTERS@ I G"O.C. / 12 2"xG"RAFTER5@ I G"O.C. • R-30 INSULATION % \ R-19 BATT �' � 2NG" @ I G"O.C. STUD 10-1/2 INSULATION O�Q FRAME WALL WITH z" - DIMENSIONAL ASHALT SHINGLES i \ )2 \ %b CDX RATED PLYWOOD �1 OVER 301b. BUILDING PAPER J z" 5 R 30 KRAFT CED SHEATHING AND 301[2. A CDX PLYWOOD RATED � \ c 15UL ION 2'xG'JOIS7S 16 O.C. 'xG" 16 O.C. `� BUILDING PAPER AND SIDIPJG AS INDICATED SHEATHING. '/ ��� � � ON ELEVATIOfJS. � 'x G"C LLA TIES SHOWER TILE WITH CHAIRRAIL TO • \, x" R-19 BATT i ❑ ❑ ❑ ❑ ❑ e x4"WAINSCOTING INSULATION �, FULL HT. 11 Ll E 36"H. 2"xG"@ 16"O.C. R-30 UNDER �� ACQ JOISTS WITH DIMENSIONAL ASHALT i VENT _ 4, NFI SHEN G � BATH ROOM � \ DIMENSIONAL ASHALT U DEC MAHOGANY �I � \ /1� SHINGLES OVER ICE t BAFFLES. - SHINGLES OVER ICE t TTIC SPA WATER BARRIER. �,= DECKING. B I xG"BASE A WALK-IN WATER BARRIER. WITH TOP r r CLOSET t SHOE 12 @�6"O.C' 3 �12— G. xx 3/4"'CDX LYS FL R MOULDING. 3 �J 2X6 FLUSH GIRDERN I Jl Z X6„ 16 O' Hill 11 1 _ Cs' 'C1�LCs'Cs' '�❑s Zs ~ I i 2"xG" I G"O.C. i� ,�1 c❑.� , ❑3 '�S (❑s .� , . � ...—:�._... �._.__._.. � 2 "❑S'❑�S f❑S f❑r'���'�`�S'y_k'�!S'��, ...__._._..._.�....: ........._._.:..,...._:_.._._._... IN AZEK 3-z'SPRUNG 9-1/2" J 230 @ I O.C. ACCOUSTIC NEW ACCOUSTIC 3 ! SPRUNG SOLID WAINSCOT CROWN ON ACCOUSTIC INSULATIOPJ POWDE INSULATION z • CROWN I"x4"BATTEN. INSULATION 1(3)2"x5"ACQ EXISTING CROWN ON SOFFIT MDF WAINSCOT FILING WITH "x AZEK PORCH, DECK t ROOM lu I"x4"BATTEN. PANELS WITH B ENS CLADDING. COLUMNS TO GARAGE TAPED t U NEW PORCH, CONCELLING JOI S. REMAIN. 5PACKLED. '_/_ FAMILY ROOM COLUMNS TO O a m REMAIN. A 2"GYP.BD. NEW TAPED ��� 'kG" BASE 17H TOP J: MECH. I SCG BASE WI TOP # 5PACKLED # ~ IE SHOE M U DING, 4"TH. REIN FORCED ROOM SHOE MOULDI PAINTED.E r CONCRETE SLAB. pm - R-30 ROXUL 9-1/2' TJI 2B0 I G"o.c. R-30 ROXUL 9-1/2ITJI 230 @ I G1o.c. d APR.1 9,201 2 INSULATION O E)<IS71NG SLAB TO BE REMOVED INSULATION NEW CRAWL SPACE 2'TH. RA SLA m APJD GARAGE TO BE EXCAVATED FE13.28, 2012 TO TOP OF FOOTI N G5. • • -27H. RAT SLAB PER C201 1 Z87 8"TH. FOUNDATION WALLS 5 E C T I 0 N ON 2 FOUNDATION WALLS ALL RIG RESERVED I G SQ.CON C. CONTRACTOR TO CHECK op I W50.CONC, R ON 2'-O"x I'-0"D POURED BLOCK PIER ON DEPTH * CONDITION OF C C-0"x 1'- IN POURED B V CONC. FOOTING. 3'-O"x3'-0"x 1'-0" EXISTING FOUNDATION AND 'r THESE PIANS ARE AN INSTRUMENT OF CONC;- FOOTING. BLOCK PIER ON 31-01Ix3'-01k I'-0" SCALE: 1/4"=P-0" FOOTING, FOOTINGS. SERVICE AND ARE THE PROPERTY OF �j FOOTING, /� THE ARCHITECT. INFRINGEMENTS WILL M®I BE PROSECUTED. E C T I 0 N I AA �,w SCALE: 114"=P-0" r ^Z • • t rISM RIDGE VENT A 2"x 12'-"RIDGE ^r� a l Qrl CLIENT/OWNER DIMENSIONAL ASHALT 5HINGLE5 OVER 301[2. BUILDING PAPER. 2"x 10" RAMR5 @ I G"O.C. G" 3-2"AZEK SPRUNG T~ R-30 KRAFT IINSULATION. / CROWN. 12 �+ KORNMAN i +%� oG, ��� I 1 12 RESIDENCE FM DOUBLE X60 \ 2"xG"COL RTIES 1-22 BATT INSUL. 3 C ^ BAY NOME RD. LVL VALLEY, 'C` �O � . SOUTHOLD, NEW YORK /AFE R-301NSULATIOPJ � W r�YP.B / z SP CKLE D PAINTS (3) 2 xG _/�' 2"xG"STUDS UNFINISHED 2"xG"STUDS HEADER. DORM t9 1"x4"CA51NG5 WITH -........._.__.._:._.... , _ r� ��@ I G"O.C. AND 2.. W .. .:7 r .:. :: .:' ... .- `� ATTIC SPACE 1 X S I =m BACK BANDOYP). ! CDX PLYWOOD CD1X PLYWOOD z `� D ROQUI NEW F OOR LEVEL TO AND 301b. to AND PLY ALIGN WITH EXISTING. <n p BUILDING PAPER. BUILDING PAPER. ~ PROJECT TITLE I"x G"BASE WITH TOP t SHOE MOULDING. 3/4"CDX PLY SUB FLOOR - A� L X 2 ►� s❑ x GARAGE * 2ND? STORY RENOVATION C NEW FLUSH BEAM R 19 KRAFT FACED I NG` FLOORING INSULATION. EK � • SO TED).CBE I 5 FF TO TO I HOUSE MECH. RECE55ED PANEL 1^®I NEW FLO SOLID ROOM PERMACAST DRAWING TITLE LEVEL TO LIGN GARAGE WITH EXIS JNG. 1'k<W CASINGS WITH CROWN TAPED * COLUMNS BY EXI STI N G .3" CDX PL OOD BACK BANDMT). 5PACKLED. HBJG. EXISTING SUB FLOG R-19 KRAFT B EAST AND WEST BEDROOM ►� FACED MASTER HTROOM A J INSULATION. I ELEVATIONS I' 9-1/2"TJI 230 I G"O.C. -` s - - - � @ � Ck'���� ROXUL INSULATION — ------ — — — 2"xG" CCA PLATE ANCHORED R 3 (3)ACQ 2"x I O"GIRDER 8"x8 HBJ;G COLUMNS. WITH 18" BOLTS (2 PER SILL v NEW CRAWL SPACE 0 DATE SCALE 4 TH. CONCRETE T� t e MIN) OVER ALUMINUM • SLAB REINFORCED N TERMITE BARRIER AND 1/4" = 1'-O" 51 LL SEALER. 2'TH. RAT SLAB 2'-0" �* ISSUE • 12" DIA, SONOTUBE 4TH. REINFORCED Aft FEB.28, 2012 I G"x I G"FILLED 5 E C T 1 0 N ON 2'-O"x2'-O'k P-O'D CONC. SLAB. 5 E C T 1 0 N CO1JC, PIERS ON SPREAD DD FOOTINGS. GLEN GERY 1776 5 DRAWING NO. S E C T I O N 31-0"x3'-O"x SCALE: I/4 1'-0" FOOTING. SCALE: )/4"=P-0" DANISH BLEND EE CCFOOTINGS, BRICKS. " O SCALE: 1/411=1'-0" !_°"r +..''e e' [ dr �:.<A �E' C'/T ► PFn AR ti =;i:_l,i: iJ 0k' .L! �=�C�'e�Tt� ��TC?�•:s i-_'"".a'�'i >v m� �",.;�,�` t v ?$T( t D7,.'tt>''N'sS Irv' M (°J`l 4'atPa`�:L:f�`Y t:.. �O:;ZEIN PON A �VTOTE,D,SEALED,�A-4-0�c--a, p^ / E. -,1 OQ� � REF. NO. L.k[��,e•.TkBu� .6J f.CC l[Y.exc�'^l.vE IT H_Tf, LP'041 109 I 2 3 4 5 6 7 8 9 10 1 1 12 13 14 15 1 G 17 ISSUES/ REVISIONS 3'-0 114" 2 10 114" 2 10 114" 2 10 114" 2'-5 114" 2'-5 1/4" 2'-8 114" 3'-0 1/4" 3'-0 114" 2-1 O" 21-711 2'-2 114" ^t L - L L - -L L L L - L L L L 11 L 11 L L L L L . L 1� 11 L �L . L 0'. I" �-11/8"�L 1 I"� I I-" -/8"L-I I" � IO" L I I I/8'��1 O" � I O kit I/S loll L I O'i � f -LI 3 I/8uL 1 3 I � I P,- I I�n I In 7/ -I -I 2 9/1 6,�/2 • I II L, I 1 - I - I I - - _ P" o - _ _ 03 d3 - d/ L9 l� - - •I I• ° 1 o N o r � I a I -� I o 1. � 03 F, 1. N = •I - - [� cp �q - oL - �� N O N N O 1 N O m N m I• A281 O cp m - v d = 2'-G 1/5" R.O. `�? N • - I• _ vi v d = 2'-G 18" R.O. - in m � N 2'-8 1/8" R.O. - 2-4 7/8 R.O. I -*4 R._ - d 2'-6 I/8"R.O. WDH2432 = 2'-8" R.O. J �1) _ - - �_ 2-10 I/8 R.O. - AV-= 2'-10 I/8" R.O. 2-8 I/8 R.O. WDH2436 L- - - - - N J L - - - I� - - - - m 2'-8 1/8" R.O. WDH2G3 I O m 2'-10 1/8" R.O. 1 - CW 14 WDH2442 WDH2G4G L - - - - L - - - - - -J WDH284G CX145 WDH28410 #8 WOOD5CREW PANEL DESIGN BASED ON 1069.I • WDH2G52 ROUGH BUILDING CODE OF NEW YORK STATE. WDH2852 OPENING \PAN ELN40 7/1 G"PLYWOOD PAN E15 RIDGE Imm Awo In I AN E L 5 I ZEE 2-1/2"#8 WOOD SCREWS A 1/2"=1 -0" @ I G"O.C. MAX. RIDGE TENSION STRAP IF SPAN OF PANEL IS OVER G'-O" USE SCREWS @ 1 2"O.C. r RESIDENTIAL GENERAL NOTES I, THIS PROJECT IS CONSTRUCTION OF AN ADDITION TO 3 1. FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL • AN EXISTING FAMILY RESIDENCE, CLASSIFIED AS R-3. BE EPDM OR APPROVED RUBBERIZED MEMBRANE, RIDGE RD 32, FLASHING AT ROOF CONNECTIONS, VALLEYS, CHIMNEYS 2. THE HEIGHT OF THIS BUILDING AS DEFINED BY THE AND CRICKETS SHALL BE ALUMINUM. RESIDENTIAL CODE NEW YORK STATE 15 18'-1 I". 33, STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS THE FLOOR AREA 15 1 862.9 5Q.FT, FOR THE EXISTING FIRST FLOOR, OF SLOPED AND VERTICAL SURFACES, EXCEPT STEP 14 AND 1007.0 SQ.FT FOR THE NEW SECOND FLOOR. LASHING AND COUNTER- AND CAP- FLASHING SHALL BE OPED SEAT Nw F 3. THE TYPE OF CONSTRUCTION 15 TYPE V(B). USED AT INTERSECTION OF ROOF AND CHIMNEY, AND JOIST HANGER. 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS dF THE 2007 ROOF AND WALLS. RESIDENTIAL CODE OF N.Y.S. AND THE AF*PA WOOD FRAME 34. INSULATION SHALL BE BATT INSULATION OF THICKNESS WOOD BEAM PER WFCM 515C TABLE 2.4 CONSTRUCTION MANUAL 1995 SBCHIGH WIND EDITIC)N INDICATED ON THE DRAWINGS AND SHALL BE 2-12 LBRIDGE. PROVIDING 6 EA. 8D COMMON NAILS "R rl®i 5. ASSUMED SOIL BEARING CAPACITY. 1 ,500 Ib./5o�.Ft. DENSITY FIBER-GLASS 5ATT5 CONFORMING TO THE IN EACH END OF I-I/4"20 GAGE STRAPS rPON G. CONCRETE TO BE PLAIN, UNREINFORCED, 3,000 psi. - 28 DAY TEST. SPECIFICATIONS FOR PRE-FORMED FIBROUS GLA55 7. ALL FOOTINGS TO REST ON 12" BELOW VIRGIN, UND15TURBED SOIL. INSULATION. NAAMM STANDARDS], I b-70. FOR 120 MPH FASTEST WIND SPEED. go 35. INTERIOR DOORS SHALL MATCH EXISTING. CRO55 SECTION END VIEW 8. DESIGN LOAD CALCULATION ARE BASED ON: LIVE LOAD: AS PER TABLE R301 ,4, RESIDENTIAL CODE OF NEW YORK STATE. 3G. NEW HARDWARE SHALL MATCH EXISTING. FEB.25, 201 2 37. GYPSUM BOARD SHALL BE EASED EDGE TYPE, DEAD LOAD: CALCULATED A5 PER R301 .3 AS PER RCNY5. CONFORMING TO A5TM C3G, AND SHALL BE • SNOW LOAD: 45 P51 GROUND SNOW LOAD (AS PER FIG. 8301.2(5) RCNY5. "5HEETROCK SW"BY U.S. GYPSUM CO. OR APPROVED SEISMIC DE51GN CATAGORY B. EQUAL. GYPSUM WALLBOARD THICKNESS SHALL BE y". WIND UPLIFT AND EXPOSURE CATAGORY "C", FOR 120 MPH 3 SECOND GUST. 38, ALL NEW AND REPAIRED GYP. BOARD SHALL BE TAPED r C201 I LOCATION LIVE DEAD DEFLECT LIMIT AND 5PACKLED THREE (3) COATS. ALL EXTERIOR �- ALL RIGHTS RESERVED CORNERS SHALL HAVE METAL CORNER BEADS. st FI. 40 LB 12 U360 39. CERAMIC TILE FLOOR SHALL BE SELECTED BY OWNERSOF 2nd FI. (SLEEP AREA) 30 LB. 12 U3GO AND INSTALLED WITH THIN SET ADHESIVE. THESE PLANS ARE THE INSTRUMENT F ATTIC(NON 5TORGE) 20 LB. to U3GO 40. EXTERIOR PAINT SHALL BE LATEX ACRYLIC BY BENJAMIN SERVICE AND ARE THE PROPERTY OF MOORS OR APPROVED EQUALAPPLIED IN ACCORDANCE ° � THE ARCHITECT, INFRINGEMENTS WILL , ROOF 20 LB. GROUND SNOW 15 LB. U3G0 CLIMATIC AND GEOGRAPHIC CRITER ° IA ° M BE PROSECUTED. WITH MANUFACTURER'S SPECIFICATIONS AND 9. ELECTRICAL WORK TO CONFORM TO RESIDENTIAL CODE OF NEW YORK STATE RECOMMENDATIONS. COLOR TO BE SELECTED, GROUND SNOW LOAD 20 PSF (PER FIG. R301.2 (5) RCNYS) AND THE NATIONAL ELECTRIC CODE, AND ANY APPLfCABLE LOCAL CODES. 4 1. EXISTING INTERIOR WALLS AND CEILINGS SHALL BE WIND SPEED 120 MPH (PER FIG. K301.2 (4) RCNYS) • ' ,,� 10. PROVIDE SMOKE DETECTORS AND CARBON MONOXICIE DETECTORS AS REQ'D BY CODE. CLEANED AND REPAINTED. NEW WALLS AND CEILINGS SEISMIC DESIGN CATAGORY B (PER SECT. 8301 .2(2) RCNY5) 1 I. ALL EXPOSED WATER PIPING AND10R HEATING DUCTS TO BE INSULATED. SHALL BE SEALED AND PAINTED. pAINTiNG SHALL BE TWO WINTER DESIGN TEMP I I°F (PER TABLE N I 10 1.2) 04 (2) COATS BENJAMIN MOORE AQUA PEARL LATEX PINTED, FLOOD ZONE ( N/A ) (PER FEMA MAF) 12. ALL CONSTRUCTION 15 TO BE IN ACCORDANCE WITH IPKEVAILING CODES COLOR TO BE SELECTED . FROST LINE DEPTH 36" AND STANDARDS. 42, INTERIOR TRIM SHALL BE SANDED SMOOTH, PRIMED, WEATHERING PROBABILITY SEVERE (PER FIG. R30I .2(3)RCNY5) 13. ALL WINDOWS TO BE THERMAL INSULATED LOW-E GLASS, WITH ARGON GAS. AND FINISHED WITH TWO(2) COATS BENJAMIN MOORS LATEX ACRYLIC SEMI-GLOSS PAINT . DE5IGN LOAD CALCULATIONS (UNIFORM LIVE LOADS) 14. THE ARCHITECT A55UME5 NO KESP0515ILITY POR THE CONSTRUCTION 43. PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, ROOMS OTHER THAN SLEEPING 40 PSI (PER TABLE 301.5 RCNYS) MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR EQUIPMENT AND SERVICES NECESSARY TO PROVIDE A SLEEPING ROOMS 30 PSI (PER TABLE 301,5 RCNY5) r SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. HVAC SYSTEM TO HEAT AND COOL THE LIVING SPACES ATTICS WITH LIMITED STORAGE 20 PSI (PER TABLE 301.5 RCNYS) THERE ARE NO WARRANTIES, NOR ANY MERCHANTIBIL-ITY OF FITNESS AS REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN, ATTICS WITHOUT STORAGE 10 PSI FOR A SPECIFIC USE EXPRESSED OR IMPLIED IN THE LJSE OF THESE OR REASONABLY IMPLIED AS NECESSARY TO COMPLETE I■®M THE WORK. STAIRS 40 PSI (PER TABLE 301.5 RCNYS) PROVIDE 8x 8d COMMON NAILS IN EACH END OF I-I/4"x PLANS 44, PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, 20 GAGE STRAP FOR LATERAL/SHEAR CONNECTION 15. CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION. EUIPMENT, AND 5ERVICE5 NECESSARY TO COMPLETE ALL DO NOT SCALE DRAWINGS. FOLLOW DIMENSIONS ONLY. NEW PLUMBING WORK REQUIRED BY THE DRAWINGS AS AT RAFTER WALL CONNECTION (TABLE 3.38)WFCM-I 995 M Q FOR 120 MPH FASTEST WIND SPEED. I G. CONTRACTOR(5)SHALL FURN15h AND INSTALL ALL MATERIAL AND EQUIPMENT SPECIFIED HEREIN, OR REASONABLY IMPLIED A5 5HOWN,LI5TED, OR DESCRIBED OPJ THESE DRAWINGS SUBJECT TO NECESSARY TO COMPLETE THE WORK. ) ~ QUALIFICATIONS, CONDITIONS OR EXCEPTIONS AS NOTED. CONTRACTOR 45. ALL FIXTURES, FAUCETS, ACCESSORIES, ETC. SHALL QUA CONFORM TO THE PJEW YORK STATE ENVIRONMENTAL NAILING SCHEDULE SHALL FURNISH ALL LABOR, SCAFFOLDING, AND TOOLS NECESSARY TO CNSERVATION LAW WITH REGARDS TO WATER SAVING (PER AF#PA AMERICAN WOOD COUNCIL WFCM FOR AND CON5EVATION. ALL FIXTURES SHALL BE ON THE ONE AND TWO FAMILY DWELLINGS 1995 55C HIGH WIND EDITION) CLIENT/OWNER COMPLETE THE WORK. 17. CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL APPROVED "LIST OF CERTIFIED WATER SAVING PLUMBING OF EXISTING WORK AND/OR INSTALLATION OF NEW WC)RK. FIXTURES"A5 PUBLISHED BY THE NEW YORK STATE 18. ALL NEW WORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING DEPARTMENT OF ENVIRONMENTAL CONSERVATION. V41 AS CLO5ELYA5 POSSIBLE46 UNLESS OTHERWISE NOTED, ROOF FRAMING 19. ALL MATERIAL SHALL BWITH E INSTALLED IN STRICT CONFOIRMANCE . ALL WORK D THE PLUMBING SYSTEM SHALL HALL BBE PERFORMED BY OR UNDER THE SUPERVISION OFA RAFTER TO TOP PLATE(TOE-NAILED) 3 ~ PER RAFTER '�II �: KORNMAN MANUFACTURER'S REQUIREMENTS AND SPECIFICATIONS. PROPERLY LICENSED MASTER PLUMBER. UPON 20. CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS, APPROVALS CEI LIPJG JOIST TO TOP PLATE (TOE-NAILED) 3 PER JOIST COMPLETION, THE PLUMBER SHALL PROVIDE A SOLDER CEILING J015T TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP FLOOR iI r`i RESIDENCE AND CERTIFICATE OF OCCUPANCY. CERTIFICATE AS REQUIRED BY THE TOWN OF SOUTHOLD, CEILING JOIST LAPS OVER PARTITION ((FACE-NAILED) 3 EACH LAP 2 1. CONTRACTOR SHALL DEMOLISH PARTS OF EXISTING 90OF AS NECESSARY, 47. THE CONTRACTOR SHALL OBTAIN, SUBMIT, AND PAY FOR M AND REMOVE DEBRIS. ALL PERMITS, CERTIFICATIONS, LICENSES AND RIDGE STRAP (EACH END) 2 PER TIE J015T A BAY HOME RD, 22. EX15ITNG STRUCTURE AND INTERIORS TO REMAIN SHALL BE PROTECTED M BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH U0D AS NECESSARY DURING DEMOLITION AND CONSTRUCTION. INSPECTIONS A55 REQUIRED BY LOCAL, STATE, AND SOUTHOLD, NEW YORK RIM BOARD TO RAFTER(END-NAILED) 2-I 6d EACH END FEDERAL AUTHORITIES, AND ANY OTHER APPLICABLE 23, CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL JURISDICTION. WALL FRAMING r� NOTIFY ALL UTILITIES AND TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOK-UP, REMOVAL, OR CAPPING OF EQUIPMENT AS NECESSARY. 48. FURNISH ALL LABOR, MATERIALS, EQUIPMENT, PLANT, TOP PLATE TO TOP PLATE(FACE-NAILED) 2-I 6d PER FOOT TOOLS, AND SERVICES NECESSARY AND REQUIRED FOR TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-I 6d J015T EA,SIDE 24, PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, EQUIPMENT AND PROPER AND COMPLETE INSTALLATION OF ALL NEW SERVICES NECESSARY TO COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED STUD STUD (FACE-NAILED) 2-1 6d "O.C. ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING, HEADERR I G TO HEADER(FACE-NAILED) 16d "O.C.AL0IJG EDGES r1 BY THE DRAWINGS AS SPECIFIED HEREIN, OR REASONABLY IMPLIED A5 BUT NOT LIMITED TO: CONNECTIONS TO PREVIOUSLY TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-1 Gd,3-1 Gd,4-1 Gd PER 2x4, 2xG, 2x8 RESPECTIVELY PROVIDE Sx 8d COMMON NAILS IN EACH END OF 1-1/4"x tow NECESSARY TO COMPLETE THE WORK. INSTALLED ELECTRICAL SYSTEMS, WIRING, LIGHTING, ON 25, FASCIAS, SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTIrJG. SERVICES, FEEDERS, DISTRIBUTION AND PROTECTION BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 20 GAGE STRAP @ROOF TO WALL, WALL TO WALL, AND 2G. INTERIOR TRIM SHALL MATCH EXISTING, END JOIST OR BLOCKING(FACE-NAILED) 2-1 Gd PER FOOT J WALL TO FOUNDATION CONNECTIONS (TABLE 3,3B) COO PROJECT TITLE EQUIPMENT, CONNECTIONS TO APPLIANCES, FOR 120 MPH FASTEST WIND SPEED. 1� 27. FRAMING ELEMENTS: GROUNDING, AND ALL INCLUDING ALL CONNECTIONS AND FLOOK FRAMING A. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- DEVICES WITHIN THE SCOPE OF THE WORK AS SHOWN JOIST TO SILL, TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER JOIST a r' LARCH STRUCTURAL GRADE PJ0.2 OR BETTER. ON THE APPLICABLE DRAWINGS AND AS NORMALLY BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END ~ GARAGE * 2ND B ALL SHEATHING TO BE APA RATED, EXPOSURE 1 , THICKNESS AS INDICATED. SPECIFIED IN THIS TYPE OF PROJECT AND INCLUDING BLOCKING TO J015T(TOE-NAILED) 2-8d EACH END �' C CONNECTIONS TO PREVIOUSLY INSTALLED STORY RENOVATION C ALL SUB FLOORING TO BE APA RATED 5TURD-I-FLOOR, EXPOSURE 1, TRANSFORMERS AND R ELECTRICAL INSTALLED DITRIUTION BLOCKING TO SILL OR TOP PLATE (FACE-NAILED) 3-1 Gd EACH BLOCK 3/4" MIN, THICKNESS. SYSTEMS. LEDGE STRIP TO BEAM (FACE-NAILED) 3-I 6d EACH JOIST D ALL HEADERS G'-O"AND OVER SHALL BE SUPPORTED WITH DOUBLE 49. AL WORK SHALL CONFORM TO THE REQUIREMENTS OF JOIST ON LEDGE TO BEAM (TOE-NAILED) 3-8d PER JOIST UPRIGHTS, 9'-0"AND OVER WITH TRIPLE UPRIGHTS, ALL HEADERS SHALL THE 2007 ELECTRICAL CODE OF NEW YORK STATE, THE BAND J015T TO JOIST(END-NAILED) 3-1 Gd PER J015T BE A MIN. OF(2)2"x8"OR AS SHOWN ON DRA\MNG• NATIONAL ELECTRICAL CODE, NFPA NO, 70-1984 (NEC), BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-1 Gd PER FOOT E SOLID BLOCKING SHALL BE PROVIDED FOR ROOF SHEATHING ALL JOISTS AND FLOOR LOCAL UTILITY STANDARDS, OCCUPATIONAL SAFETY AND FLOOR 6% DRAWING TITLE � 1011 BEAMS AS PER N.Y.S. CODE OR AS NOTED @ 8'-0"O,C• MIN.. HEALTH CAT(05HA), THE NATIONAL ELECTRICAL PROVIDE 2"SPACE FOR AIR CIRCULATION IN ROOF, MANUFACTURERS'ASSOCIATION (NEMA)AND ANY OTHER 5TRUCURAL PANELS 8d (TABLE 3.8) JOIST DIAGONAL BOARD SHEATHING ' , GENERAL NOTES F DOUBLE FRAMING AROUND ALL OPENINGS (SKYLIGHTS, STAIRS, ETC.) APPLICABLE CODES. IN THE EVENT OF CONFLICT,THE `, PER OR AS NOTED ON DRAWINGS. MORE STRINGENT REQUIREMENTS WILL APPLY. I"xG" OR 1"x8" 2-5d PER SUPPORT a G DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR 50, ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL IERS "x I O" OR WIDER 3-8d PER SUPPORT • °~ WINDOW PANELS BEAR THE UNDERWRITLABORATORIES, INC. LABLEL 4"'• �, � ' H ALL FLUSH WOOD CONNECTIONS SHALL BE FASGYPSUM WALLBOARD 5d coolers 7"EDGE 10" FIELD how TENED WITH RATED AND BE SUITABLE FOR THE ENVIRONMENT IN WHICH ° AS NOTED ON DRAWINGS. CEILING SHEATHING CONNECTIONS GALVANIZED METAL CONNECTORS BY"SIMPSC)N"OR APPROVED EQUAL. THEY WILL BE INSTALLED. / a a d •..• a �., r�•;-•, vr ] 5 1. ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE :.n• O=' rr �/ I NAILING SCHEDULE SHALL BE AS PER N.Y.S. BUILDING CODE AS A MINIMUM. WALL SHEATHING ALL 2"x6"STUDS SHALL RECEIVE 5 I Od NAILS AT SILL AND PLATE. PERFORMED BY OR UNDER THE SUPERVISION OFA 5TRUCURAL PANEL SD R r •} ABLE 3.9) `Flr AJ DATE SCALE PROPERLY LICENSED MASTER ELECTRICIAN. f tP;'r�;TIi " _ " ALL EXTERIOR NAILS SHALL BE GALVANIZED. 52. THE CONTRACTOR SHALL OBTAIN, SUBMIT, AND PAY FOR FIBERBOARD PANELS V ,�,,,, 1/4 I -0 J PLYWOOD SHEATHING TO BE NAILED 8d NAILS @ 4"O.C. EXTERIOR EDGES ALL PERMITS, LICENSES AND INSPECTIONS AS REQUIRED 7/1 6" 6D 3"EDGE/ 6"FIELD I 25/32" SD 3"EDGE/ G"FIELD �� ,>;+.,,, � 155UE AND Gd NAILS @ 12" O.C. INTERMEDIATE. BY THE LOCAL, STATE, AND FEDERAL AUTHORITIES, AND a : K ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. ANY OTHER APPLICABLE JURISDICTION. GYPSUM WALLBOARD 5d coolers 7"EDGE/ 10" FIELD - - - _ T , . [R3 L ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH 53. CARBON MONOXIDE DETECTORS ShALLBE DIRECTLY HARDBOARD Sd (TABLE 3.9) r�•!._.•"�' rlvG''0':`%'_';wIJ A FEB.28, 2012 _ r..:e q... GALVANIZED HURRICANE TYPE CONNECTORS E}Y"51MP50N"OR APPROVED CONNECTED TO THE LIGHTING CIRCUITS WITH NO PARTICALBOARD PANELS Sd (TABLE 3.9) c ° ,?' ", P : UPLIFT CONNECTIONS DRAWING NO. EQUAL. FOR TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE CLIPS AT ALL INTERVENING WALL SWITCH. LINE CORD-CONNECTED, DIAGONAL BOARD SHEATHING M PERIMETER JOISTS TO GIRDER CONNECTIONS. DIRECT PLUG-IN, AND BATTERY POWERED ALARMS ARE I NO'OR I N8" 2-8d PER SUPPORT NOT ACCEPTABLE. ALARMS SHALL BE INSTALLED ON I"x I all OR WIDER 3-8d PER SUPPORT c'RED x 1111" 28. PROVIDE 7/1 G" TH. PLYWOOD PANELS PRECUT TO FIT OVER NEW WINDOWS AND EACH LEVEL ON WHICH SLEEPING QUARTERS ARE FLOOK SHEATHING of'�5� Cy� - F F �EITI.Q DOORS. PANELS TO BE LABELED FOR EACH OPENING, PROVIDE FASTENERS IN LOCATED. C O N N l._ C T I O N 5 D L T A ( L � a� RO C� ACCORDANCE WITH TABLE I GO9. 1.4 BLDG. CODE of NEW YORK STATE. 54. SMOKE DETECTORS IN CONFORMANCE WITH THE 5TRUCURAL PANELS Q `�i, 99 29. LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. ELECTRICAL CODE OF NEW YORK STATE AND THE I" OR LE55 8d G"EDGE/ 12"FIELD 30. CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITI-1 AN51/AF/J: PA WCFM-1995. RESIDENTIAL CODE OF NEWYORK STATE, THE NFPA GREATER THAN I" I Od G"EDGE/ G" FIELD SCALE: 1/2"=1'0" �. NATIONAL FIRE ALARM CODE NO. 72-I 993 SHALL BE DIAGONAL BOARD SHEATHING to ' (SEE NAILING SCHEDULE) PROVIDED OUTSIDE EACH SEPARATE SLEEPING AREA, IN I"xG" OR I"x8" 2-8d PER SUPPORT A 3 1. FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL �� r BE EPDM OR APPROVED RUBBERIZED MEMBRANE, EACH 5PLEEPING AREA,AND ON EACH FLOOR LEVEL. I"x 10"OR WIDER 3-8d PER SUPPORT REF. NO. a 109 I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 I 6 I 7 ISSUES REV15I0N5 - N ;: K 28x3G 5=33" =w LIVING ROOM BELOW -*4 FLAT CLG. I" HT.=5'-9" rw PON ELATE HT.=4'-O" 1E4 ------------------------------------- • BEDROOM BALCONY FLK TO fLR = 8'-2-1/2" SLOPE DOWN CLG.HT.= 7-7"' ♦ i 1 FLAT CLG, HT.=7'-2" Ask RIDGE HT,=7-I EXHAU5Tj-- 14W SLOPE DOWN -r\ �01 3 IF FAN PLATE HT.=4'-0" STORAGE ROOM no BATHROOM BEDROOM CGL HT.=7'-5" TUB F- —5—LOPE—DOW—N7 SLOPE DOWN MSI "w ------------------------------------- PLATE HT,=4'-O" pm r-11 No L---------- -I INDICATES WALLS TO BE DEMOLISHED FEB.28, 2012 DEMOLITION PLAN F- 0 INDICATES EXISTING WALLS TO REMAIN pm M01 I ;00 ALL RIGHTS RESERVED - 5ECON D f L 0 0 R zler THESE PLANS ARE AN INSTRUMENT OF 00 SERVICE AND ARE THE PROPERTY OF SCALE: 114"=P-0.1 THE ARCHITECT, INFRINGEMENTS WILL 20-4 BE PROSECUTED. PON J^.IV • • MSI UP ------------ TO REMAIN I I I I CLIENT/OWNER -4 II I LIVING ROOM ---- T Mil moll 5"STEP KORNMAN CL05ET STORAGE #op RESIDENCE pm UNDERI- Oft DAY HOME RD. IR STAWAY pm ND R PAW A 5OUTHOLD, NEW YORK MASTER BEDROOM i I r-14 LINE OF BALCONY ABOVE — iPER! MASTER BAHTROOM MOM EXISTING GARAGE AND ENTRY Cl-G,HT.=7-GI, FOYER TO BE DEMOLISHED BACK TO I i TOP OF FOUNDATIONS. FIREPLACE CLOSET r— - SLAB TO BE REMOVED. I III Ol --f-F- 00 51'STEP 11 - CONTRACTOR TO CHECK DEPTHFIJI PON PROJECT TITLE Lo =Fj I I CONDITION OF EXISTING "m FOUNDATIONS. 0,01 GARAGE 2ND ENTRY I I I STORY RENOVATION FOYER II Ipup BEDROOM LAUNDRY ROOM KITCHEN DINING ROOM I i I I ^• GARAGE DRAWING TITLE lu BATH oo� r / �� �� I j I pm GROUND AND —————————————– SECOND ff LOOK TO REMAIN ------ - 0 DEMOLITION PLANS EXISTING WINDOWS EXTERIOR DOORS TO REMAIN III III w r pomol TO 15E REMOVED (EXCEPT AS NOTED). DATE SCALE 114" 1 1-011 ISSUE DEMOLITION PLAN Oak vw FEE3,28, 2012 0 DRAWING NO. ok INDICATES WALLS TO 13E DEMOLISHED 111=1 G R 0 U N D ff L 0 0 R 7 0!-ATI ON'OF T!i E ED • Atr�r� 04 F,')7?ANly INDICATES EXISTING WALLS TO REMAIN SCALE: 114"=I'-0 7�1 1- .orrl THE N 1.13 aL Js! &- A LICEINSED :-C r,TO,!-T ER ANY IG IN PA i7i-D pm Oak D,A'4-0 4w REF. NO. 09 1 2 3 4 5 6 7 8 9 10 II 12 13 14 15 1 6 17 ISSUES/ REVISIONS �A K P" M r • �1 P" ❑ o o a P" • POO BRICK PATIO LINE OF BALCONY ABOVE • WP EX (3)2"x8"ACQ BEAM P� IA-1 -r r � PCR � PON - - TPOO O G FE13.28, 2012 I � I / PMR HT5 I ALL RIGHTS RESERVED THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF 00 THE ARCHITECT. INFRINGEMENTS WILL PA'r BE PROSECUTED. Pon ^t I — — 4P I \ M�■1 IL f I 66a PER 7 7 7M oll / Ex , II ` TO UP MECH, ROOM w � \ A 5TAIR5 CLIENT/OWNER ELECTRICAL --7 r•� KORNMAN GROUND EL00K ', ' ;� RESIDENCE SCALE: I/4°=1'-0' \ I �1 r� E I \ I PM BAY HOME RD. D � °, li Ao 50UTHOLD, NEW YORK EX 15T I N G EXCEPT AS NOTEDrwll 17 PER \ \ WP Ex I I \ I ❑ PROJECT TITLE 7 GARAGE 2ND I I STORY RENOVATION d+ I wP Ex P~ I DRAWING TITLE I\ GROUND FLOOR r ELECTRICAL SPOTLIGHT � E3 DATE SCALE 155UE wA FEB.28, 2012 Ar P■1 DRAWING NO. M _ .. PA �; a C� SPT I.[;'70 �F r�:t. 1'"Vr FR dai 3" n� �.n rC art3 U1r f �{ Y'i !'S 0�% c. as 6 r v TO �A,1Y �e R!y tA1 f<,si 114 lY A--TFor--(lZEDPOR .fa,_ _ r•7T E- c - ^0 REF. NO. ;!7sc("x F{f' /.CC:CE9Ct�ePdLE I I 0✓ 10 II 12 13 14 15 1G 17 ISSUES/ REVISIONS �A Im" C� ' K M r POO • �+I r� —r • � 1®1 WP ►m rWill FE15.28, 2012 \ POR (D201 I ALL RIGHHT5 RESERVED THESE PLANS ARE AN IN5TRUMENT OF 5ERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL okd% BE PROSECUTED. I - � - - - - - - - - - GFI pm / FROM DOWN STAIRS� �, W CLIENT/OWNER ELECTRICAL r M► 5EC0N D EL00R KORNMAN SCALE: 1/4"=11-011 E 2 I r � .� RESID E NCE ^, BAY HOME RD. �� 0 50UTHOLD, NEW YORK EXISTING EXCEPT AS NOTED pm r� � PROJECT TITLE r� GARAGE � 2ND .� STORY RENOVATION )�Z= r / DRAWING TITLE r� SECOND FLOOR ELECTRICAL � B i� DATE SCALE l l ?117 114"=P-0" I55UE Aft FEB.28, 2012 Pml DRAWING NO. A E46 aQ)�CTI��vCL/�� A 01.0 cl, p AT r��^y.,tbt�V-± REF. NO. v-TYI 1 109 I 2 3 10 1 1 12 13 14 15 16 17 ISSUES/ REVISIONS MON. _`� f_ PND. N \A f_VJ a "a w "w ti' �_ LOT COVERAGE K vvp ��w /• �� \ s7 x GARAGE +338 �, / QF FOYER +72 �I QpQ �� o p��p PO4 "lool, 0i rr �TOl � MON.. �� ��� �" NEW DORMER J END_ O� (/��\V� 0V (APPROVED) T' C� (APPROVED) \� 22a 0�p \ EXISTING BALCONY TO BE Rei \• °o�G ADDITION. 1 REBUILT(SAME SIZE). \ EXISTING WOOD DECK TO BE tql Sr REMOVED AND REPLACED WITH BRICK 1� �0 \ C IK,,SAND PATIO(SAME SHAPE). 1 0 GA Al vj � \ o O (APPROVED) 2ND ORY \2 LINE OF EXISTING DECK ADDITION OVER EXI5TIN o- \ � � (AP OVED) GARAGE. � RO ED PATI BRICK I NCS SToh, NEW SURVEY \ TI ° / e BASED ON MAP OF PROPERTY +1,�� BRICK IN SAND / Q� SITUATE AT: SOUTHOLD /\0 TOWN OF: SOUTHOLD COUNTY OF: SUFFOLK, NEW YORK 0� S \ EXISTING SURVEYED: OCT. 19, 201 I F,� TF,o� \ TREE TAX MAP# 1000-5G-5-39 BY: JOHN T.METZGER �r, 12'-7" PECONIC SURVEYORS, P.C. FOR: PETER C. KORNMAN MARY C. KORNMAN GALV.SCREENED VENT OCT. 19, 201 1 (TOPOGRAPHIC \ °�� .� FE8.28, 2012 SURVEY� PROP05ED ADDITIONS) AREA = 24,78@ 5.F.± _ ALL RIGHTS RESERVED 0.57 ACRES ± co) , � I I ©201 1 5 1 T E P L A N ��� I NEW FOUNDATION AND 1 THESE PIANS ARE AN INSTRUMENT OF J I FOOTINGS. I SERVICE AND E THE! PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL SCALE : 1" = 30'-0" 1 BE PROSECUTED. _9-1/2"TJI 230 I `fir I @IG"DC I �� �• I -} I G"SQ.CON C. I • BLOCK PIER ON g ( FOOTING.I 1'-0" JI • NEW C I BAWL SPACE ON SAME FOOT N I PRINT AS EXISTING T i m GARAGE. i C EXISTING CAWL SPACE. 2'-0"x 1'-0111) CONCRETE FOOTING WITH (2)#5 "w---PROVIDE OPENING I I CONTINUOUS KEBABS, I I Now TO NEW CRAWS... NT/OWNER SPACE (LOCATION TO BE DETERMINED). I PROVIDE OPENING TO NEW CRAWL I SPACE (LOCATION 27H.CONC. PAT SLAB TO BE DETERMINED). m" KORN MAN RESIDENCE BAY HOME RD. GALV.SGREENED VENT I 5OUTHOLD, NEW YORK PROVIDE#5 RE -BAR @24"O.0 VERTICAL I = I I I I PER r 12"LONG SECURED NEW 271-1, RAT SLAB TO o INTO EXISTING CONC, in I ALIGN WITH EXISTING. N FOUNDATION WITH EPDXY(TYPICAL) rI1l — — — — — — — — —'� — - - - - — — — — — — — -I- 8"CONC. BLOCK I Q_ J PROJECT TITLE 131-011 REINFOR ED VERTICAL. Y GARAGE 2ND HORIZON ALLY ON Oa I'-O'POURED CONC. FTINGS. ( I 0 I STORY RENOVATION - CON 0 • I I I I FO U N D A T 1 O N P L A N ON DRAWING TITLE SCALE: I/4"=I'-0" GARAGE I rwl FOUNDATION 47171. REINFORCED I o t- 51TE PLAN CONC,5LAB. I N I 17 A} IOL TIC'N H.. to 2'-O"x2'-O'k l'-O"D L F r_��5'F'1;1� h° Q FOOTING AND 12" 5'-G" I ItsXcl , B DIA. SONOTUBE r .G C OtN E A LICENSED � DATE SCALE 'F"A"CT, OAI_ ER ANY -� AS NOTED u' `{ "o'R "` yT TFOr EZED 155UE 41TH. REINFORCED I ;Tn1 A.10 A► FEI3.28, 2012 4 �� ' CON C.SLAB. TO BE I_e. M1 Y' € ;ACC RDANICE BRICK OVER. r r r DRAWING NO. 4'-1 O" rAF? I� �j I I ���� - I I - 5 �P�1.800, I® 121-71' - M A CONCRETE APRON. 63AA �O�`1 1 REF. NO. F NN U 1 109 i 2 3 4 5 G 7 8 9 10 11 12 13 14 15 1 G 17 ' ISSUES/REVISIONS AY PRA �r K M e EXTENT OF EXISTING DECK ABOVE r� ® TO BE REBUILT. 1®1 EXISTING WOOD DECK TO BE REMOVED AND �� e REPLACED WITH BRICK IN SAND (SAME SIZE). M NEW'BETTERHEADER'#15 (2) 2"X 10"wl 1/2"STEEL PLATE �I EQ z EQ � 8 3 O 4'-6" TEMPERED BRICK PATIO IN SAND TEMI --- -- — ��° -- -__= LINE OF BALCONY ABOVE w w w EXISTING DOOR TO TEMPERED. -� EQ EQ iv e F- NEW 12-0 SLIDING UP 1 1 -3 (4)] TEMPERED 1 9 BE REPLACED WITH GLASS DOORS. — -- — O - EXISTING O WINDOW.. EGRESS WINDOW CASEMENT T5 O TO REMAIN (3)2"x8"ACQ BEAM m 3 ---- EQ EQ n EX15TING 2 ~ w ►- LIVING ROOM I 9068I O L EXISTING Lu CLOSET ALL EXISTING WOOD FLOORS 4'1121 MDF WA1115COT TO BE REFINI5HED OIL BASE STORAGE CEILING PANELS. JOISTS 1� APR.19, 2012 G POLYURETHANE. STAIRWAY �I CONCEALED WITH a"x2" EXISTING a 23'-7" w BATTENS AS INDICATED. FEB.28, 2012 BEDROOM I i6- �? INSERT :i EXISTING LINE OF BALCONY ABOVE WINDOW BATH ROOM IIII � � O il'TH. WOOD FLOORI( G > ,�_ NEW CLG.HT.=7'-6" TO BE SELECTED. 0 FAMILY ROOM ©201 I � - m I= o '� ALL RIGHTS RESERVED EXISTING N w ct) - EXISTING FIREPLACE 171 � g; CLOSET THESE PLANS ARE AN INSTRUMENT OF x w 2'-G" 2_ '-6" J a. SERVICE AND ARE THE PROPERTY OF m i (z � w � THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED. ROOM �A F EXISTING EXISTING CLOSET _ C ^� ENTRY _ ` PANTRY LAUNDRY ROOM I EXI571NG FOYER — BOOKCASE In CERAMIC TILE /STORAGE KITCHEN 9 FLOORING OVER e 0 NEW FLUSH GIRDER CEMENT BOARD. � (2)1-314"x9-112"LVL WITH NEVA A4 • EXISTING �� 3/8' STL, LATE BY BETTERHEADER. P D R ROOM , BATH � �r 02 c� ; 8 FULL HT. TILE AROUND O _ 5 H OWER. /®1 1 4 � •` EXISTING ALIGN - 2 8 I� R �► INSERT 12 LIGN— . • • — . . — . 6G O 2 r WINDOW DOOR - (2)2"x8"W1 I 571-.PLAT 3'-4" 5'-5" 2'-6" 3'-G" 0 112" 5 TO REMAIN INN T 1 3 TEMPERED 1 4 �� BY BETTER HEADER f OINSERT WINDOW (— — � 51-011 WAINSCOTTING TO 3G" NEW FLOORING TO MATCH EXISTING _ PULL D WN O NEW o� HT, N WALLS. / \ STAIRS , FRONT PORCH (BRICK). q� dUE MECH. KOOMm N SET ON CONC. SLAB. CLIENT/OWNER _ ❑ I 15 _ ! 6 GROUND ffLOO R °�� 11'-3" 1®4 KORNMAN A INDICATES NEW WALLS 4 CERAMIC TILE FLOOR RESIDENCE OVER CEMENT BOARD. r� INDICATES EXISTING WALLS TO REMAIN A ewe WALLS- CEILING.FIREPROOF GYP.BD. A3 � DAY HOME RD. D NOTE: EXISTING TO REMAIN EXCEPTA5 NOTED O 1 SOUTHOLD, NEW YORK = pm O O N GARAGE �o El CON REINFORCED CONCRETE SLAB, D A I p W PROJECT TITLE A2 GARAGE lIt 2ND STORY RENOVATION — — — — LINE OF WALL ABOVE • b O • iq o� DRAWING TITLE " n COLUMnN. SQ. 41-G" GROUND FLOOR --4 13 O 8 �!1 DATE SCALE � 1/411=1'-0" /f55UE FEB.28, 2012 !N4 DRAWING NO. IT IS A VICI,ATI0111 OF TliE • LAW FOR AMY I H SOMI, �PE0 AReiyT� � Ut"ESS AC r!%'� U lL?E� T1',E 1.Qq F16 :. CC1E % Inr�l O=� LttiE..k:y'GED 6�6g1IT'%CT, 2 >' _ TO P.::'ER AIVY w Id'cf:�l Of:T11?2' DRAWING Ifo! pEq pm nom. R �i A ' 4 REF, NO. ^^ ::ter. I:':l P`Gc�:D .14C� 3 1 -' 1109 I 2 3 4 10 it 12 13 14 15 1 6 17 ISSUES/REVISIONS �a AA rr 1 K 1 P" M pug • rr J EX15TING ROOF A B INSERT INSERT INSERT WINDOW 24 WINDOW 23 WINDOW 22 1 P-3" 12'-7" r EQ EQ � 21 N 4'k4" MAHOGANY DECKING. —- - I O'-O" _ NEW I BALCONY A I4 2 5 ° EQ EQ �I N LIVING ROOM BELOW r� EXISTING � J _ 23'-6" N L (� PEA APR. 19, 2012 SLOPED CEILING d u 3 NEN/ ��\l� _ �j lL FEB. 28, 2012 — — — — BEDROOM \ � • EXISTING DOWN NEW GIRDER DOUBLE LVL SLOPE DOWN + PEM BALCONY FLR TO FLR=6-2-1/2" \ ©201 I = 15 ALL RIGHTS RESERVED 2G2G FLAT CLG. HT.=7'-2" — THESE PLANS ARE AN INSTRUMENT OF z\ — — _ — — — — — _ — _ SERVICE AND ARE THE PROPERTY OF u, — — — — ROWER O THE ARCHITECT. INFRINGEMENTS WILL w SLOPE DOWN EXISTING 14 12 cw /Mq BE PROSECUTED. t9Q BEDROOM I� A w U PLATE hT.=4'-O° 1 I .N it 2- 112" 1 I i 6 i EXISTING 3, 9„ 2-3-1 EXISTIING I 19 N ^a BATHROOM BEDROOM 2 NEW -4 I WALK-IN O M U) CLOSETCGL HT.=7'-5" CERAMIC TILE IN THIN SET SLOPE DOWN _II •7' 0" 6" F ME 5 G S OVER CONC.BDARD.SLOPEUB 0 I DOWN I ►— 3 1/2 A7 l� o 6 - X 311— is_ N _ FULL HT. TILE-,, WAINSCOT WALLS TO PLATE HT,—4-O TEMPERED � 0 I R - IN SHOWS � 40 HT, WITH CHA N R IRRAIL. 27 EMPERED 28 TEMPER D 29 EGRESS CASEMENT PULL DOWN — STAIRS CLIENT/OWNER 5 E C 0 N D I LOOK r•owl KORNMAN SCALE: 114"=I'-O" A3 I A5 RESIDENCE ` pm:q BAY HOME RD, D ATTIC 5OUTHOLD, NEW YORK CDX PLYWOOD FLOOR. O r A6 � �I PROJECT TITLE ccj 2 GARAGE 2ND 5TOKY RENOVATION C r772 _ TEMPERED 1 9 DRAWING TITLE pma SECOND FLOOR B 13 DATE SCALE 1/4" ISSUE FEB.28, 2012 IT IS p ^) 3�p M DRAWING NO. PER A LICEN U' L ACT t!C U,,iDE'R THE ED As C � ' �I D1REcc t'0 4-q Ola' SED ��� � 1.Bq0 �0 , .� 16 ArC5HITEC F,TO P;1.`L� AY 1EC:M ON TFHS V-AV,° 1,j«.7 F-,F ALTZ--FIAIMNr,?!jS p- , A A 6 W; ITf.r7!:t`,rF �Iv N REF. NO. J109 I 2 3 4 5 6 7 8 9 10 I I 12 13 14 15 1 (s 17 ISSUES/REVISIONS 1 �--1� DIMENSIONAL ASHALT SHINGLES OVER 30Ib. BUILDING PAPER. pmq J DIMENSIONAL A5HALT SHINGLES j OVER 30Ib. BUILDING PAPER AND \ 2".CDX PLYWOOD SHEATHING. / \ • / AN - 3 J-SPRUNG CROWN AZEK MOULDING ON I"x6"AZEK 1 1 FASCIA. I"xG"AZEK RAKE BOARD. DIMENSIONAL ASHALT SHINGLES • OVER 301b, BUILDING PAPER. PUN ® ANDERSEN PRfMAD51NG5. E WINDOW CASINGS. 1®I (TYP,) ET I1 ^EXTRA CLEAR ALASKAN YELLOW CEDAR � SHINGLES WITH 5"EXPOSURE OVER 301b. —1 L BUILDING PAPER. ❑ ❑ I �' FEB.28, 2012 • RAISED PANEL WOOD SHUTTERS ©201 I AZEK WATERBOARD WITH DRIP EDGE. BY 5HUTTERCRAFT WITH HINGES 4 TIE BRACKET5.0W) ALL RIGHTS RESERVED N0 R T H E L E V A T 1 0 N l THESE PLANS ARE AN INSTRUMENT OF SCALE: 114"=1'-O" A4 t SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL /bq BE PROSECUTED, 1 W ,A Aw • w i� C CLIENT/OWNER 1 DIMENSIONAL ASHALT SHINGLES OVER 301b, BUILDING PAPER AND 2" .CDX PLYWOOD SHEATHING. DIMENSIONAL ASHALT SHINGLES �-� KORNMAN / \\ OVER 301b. BUILDING PAPER. RESIDENCE DAY HOME R.D. SOUTHOLD, NEW YORK /i AZEK RAILING SYSTEM (STYLE TO BE SELECTED). 3-2'5PRUNG CROWN AZEK Li MOULDING ON I"xC'AZEK ti 1�1 "x G"AZEK RAKE BOARD, AM PROJECT TITLE M12 ANDERSEN PREMADE 1� GARAGE 2ND WINDOW CASINGS. m,P> -- w ANDERSEN PREMADE DRAWING TITLE WINDOW CA51NG5. LLJ L===� L=j _✓DEXTRA CLEAR ALASKAN YELLOW CEDAR NORTH AND SOUTH SHINGLES WITH 5"EXPOSURE OVER 301b, BUILDING PAPER. ELEVATIONS /bd r l DATE SCALE (�•J EXISTING WOOD DECK TO BE REMOVED AND 4"x10"AZEK WATERBOARD WITH DRIP EDGE. 1/4" = 1'0„ REPLACED WITH BRICK IN SAND (SAME SIZE). S O U T H ELEVATION I55UE� ,ft FEB,28, 2012 401, SCALE: I/4"=I'-O" A4 99 DRAWING NO, PA IT IS A MATIOi,t OF THE � Lfi,t"J FOP,A.TJI'PErSOT4, ���E0 AP,Oy� UNLESS ACT,1HG U�,!xER Tf':E �5 ��T 1.6/�O✓T�� � DIRL-CT10P-11 OF A LI-; 10 11 12 13 14 15 1 G 17 ISSUES/ REVISIONS �t RIDGE VENT ' K tow, M DIMENSIONAL ASHALT SHINGLES O OVER 301b. BUILDING PAPER. RIDGE VENT PON PENJ (3)1 x8"5HIPLAPPED AZEK BOARDS TO 3-z"SPRUNG CROWN AZEK MATCH EXISTING DETAIL. MOULDING ON I NG"AZEK FASCIA . 12 A DIMENSIONAL A5HALT SHINGLES 3 OVER 301b. BUILDING PAPER. ANDERSEN PREMADE ,.,,---WINDOW CASINGS. .... ._....,__..,...__�.,._..._.__.�,...,-_..�,._._..___..__._...._...�.._._.._..__.._.._.___.__..._.__.._-...__.__...._.,._,...___.___..,_..._, --r (T(P.) 2"x8" @ 12"O.C. WITH SLOPE RIPPED TO 2NG" �1 EXISTING PORCH TO BE REBUILT. DEXTRA CLEAR ALASKAN YELLOW CEDAR SHINGLES WITH 5"'EXPOSURE OVER 301b. BUILDING PAPER. pmq 1�®I r_1% AZEK RAILING SYSTEM a"x10"AZEK WATERBOARD WITH DRIP EDGE. was G TO BE SELECTED. EXISTING WOOD DECK TO BE REMOVED AND FEB.28, 2012 REPLACED WITH BRICK IN SAND (SAME SIZE). A EPDM RUBBER MEMBRANE `EXISTING WINDOW 51LL ADHERED TO ACCORDING TO N E A S T E L V A T I O N I ALL RIGH S RESERVED 1i MANUFACTURES SPECIFICATIONS. r THESE PLANS ARE AN INSTRUMENT OF 5/4 N - SCALE: I/4 -I 0 A� �1 SERVICE AND ARE THE PROPERTY OF "MAHOGANY DECKJNG SPACED 114'APART. c� THE ARCHITECT. INFRINGEMENTS WILL 1-112"SLEEPER ACQ SLEEPER I G"O.C. 3 112"SLEEPER F^ BE PROSECUTED. —•- pum1 3/4"A/C PLY 1A 2"x8" @ 1 2"O.C. WITH SLOPE RIPPED TO 2"xG" I I �•w► r AZEK WAINSCOT SOFFIT � AZEK CLADDING • AZEK 50LID CROWN (3)2N 10" • 3/1 G" REVEAL � 1®I RFE3U I LT PORCH (M 00f REU5E EXISTING PERMACA5T s COLUMNS. r� E DETAI L r , 5CALE: 1 CLIENT/OWNER t RIDGE VENT � DIMENSIONAL ASHALT SHINGLES OVER 301b, BUILDING PAPER. KORN MAN Z RESIDENCE i ® BAY HOME RD. D SOUTHOLD, NEW YORK im E" A � �� 1®I PROJECT TITLE 3-2'SPRUNG CROWN AZEK \' GARAGE 4� 2ND MOULDING ON 1"xG"AZEK FA5CIA . I STORY RENOVATION 1x6 AZEK RAKE BOARD. • 12 3 -----�EXTRA CLEAR ALASKAN YELLOW CEDAR SHINGLES WITH 5"EXPOSURE OVER 301b. I DRAWING TITLE BUILDING PAPER. s ♦ `w EAST AND WEST ANDERSEN PREMADE WINDOW CASINGS. 2"xa" @ 12"O.C. 1 ELEVATIONS gyp,) WITH SLOPE FM RIPPED TO 2NG" EXISTING PORCH 'Q v) TO BE REBUILT, DATE SCALE 155UE +® FEB.28, 2012 NEW CONSTRUCTION i DRAWING NO. a"x 10"AZEK WA7ER50ARD WITH DRIP EDGE. @i 11'.�'td?".fTwa; O; fir . DAR 13E REMOVED WOOD DECK 70 LA•;w�10P.A.i"t Pf:RS0,:1 5��¢ � 1.B Oy�TF I®A BE REMOVED AND ppt�!a r P ^ R.r�.. pp�7:� �' RS6 !P q0 1. °°,..ESG:°.r .F'a\a Vil,.k ER HE �' V J` �. "o W E S T E L E V AT 1 0 N 2 REPLACED WITH BRICK IN � / I;,sk:a'�CTf'�d'�Is`1� .: LI��"€���'s"� SAND (SAME SIZE). "� � 6 f�•• A-710E7 =ECT,TO A TEE,ALLY SCALE: 114"=I'-O.. A5 {6 .(` ,;e'V P`: '.-`+ a 4€€ * i rA- 5,,"r,9re� td'-L AOd REF. NO. Pam 1109 10 11 12 13 14 15 16 17 ISSUES/REVISIONS 1 RIDGE VENT RIDGE VENTIleK RIDGE VENT /, RIDGE VENT j \ / \ 2'k 10"RAFTERS @ I G-O.C. i 2''x!0"RAFTERS@ I G"O.C. 2"xG"RAFTERS I G"O.C. 2 x 1 2 .RIDGE R-30 INSULATION , \ 12 R-30 INSULATION i �10-1/2 \, INSULATION °'' FRAMR-19 BATT E WALL lUD DIMENSIONAL A5HAL7 SHINGLES �i 5 \\ C���b CDX RATED PLYWOOD SHEATHING AND 301b. c R 30 KRAFT CED BUILDING PAPER AND OVER 301b. BUILDING PAPER 2' ,i \ I 5UL ION CDX PLYWOOD RATED i 2"x6"JOISTS 1 6"O.C, SHEATHING. / i \ "xG" 16O.C. ON 51DING ELEVATIONS.ASINDICATED 1 mol kG" LLA TIES SHOWER R-19 BATT \ -"x4"WAINSCOTING -1 INSULATION El 1:11:1 ❑ ❑ TILE WITH CHAIRRAIL TO ■ F-1 ❑ El \ • / 2"xG"@ I G"O.C. \ FULL HT. 36"H. DIMENSIONAL A5HAL7 VE O UNDER � ACO JOISTS WITH \ BATH ROOM 4 \ �1' �� DIMENSIONAL A5HAL7 / NFI SHE Ni- SHINGLES v OVER ICE t 4x4 MAHOGANY WATER BARRIER. BAFFLES. DECKING. SHINGLES OVER ICE� TTIC SPA WALK-IN �° °� WATER BARRIER. B I'kG"BASE CLOSETWITH TOP 12 16"®G' 12 � � L *MOUODING , 3 �- 2"'c6 @1 FLUSH GIRDER 3 r�- " j 6.O.G. 3/41"CDX LY 5 FL 2x6 16 C. js 9-1/27J1230@ I G"O.C. 3-z"SPRUNG 9-I!2" J 230 @1,;O.C. ACCOUSTIC NEW ❑ ❑ AGCOUSTIC SOLID AZEK CROWN ON ACCOUSTIC 2"x8" @ 12"O.C, "�" INSULATION 3-2"SPRUNG • WAINSCOT 1(3)2"x8'ACQ INSULATION POWDE CROWN ON 2"x8" @ 12"O.C. CROWN I'k4"BATTEN. MDF WAINSCOT FILING INSULATION WITH AZEK WITH SLOPE ROOM w CRO BATTEN. WITH SLOPE SOFFIT RIPPED TO 2'kG" GARAGE NEW RIPPED O 2'kG" PANELS WITH BATTENS CLADDING, CONCELLING JO I 5. TAPED +1: FAMILY po EXISTING PORCH SPACKLED. 00 TO BE REBUILT. o Orn EXISTING BEREBUILT. PORCH �r z"GYP.BD, 1'kG"B ITH TOP - NEW TAPED MECH, I NOD ASE WITH TOP � SHOE M U DING. 4"TH. REINFORCED ROOM SHOE MOULDI PAINTED. '= CONCRETE SLAB. r� R-30 ROXUL 9-1/2' TJI 2 30 @1 G"o.c. APR.19,2012 R-30 ROXUL � 9-I/2"TJI 230 @ 16"o.c. INSULATION p EXISTING WOOD DECK TO EXISTING SLAB TO BE REMOVED INSULATION NEW CRAWL SPACE 27H. RA SLA BE REMOVED ANDAND GARAGE TO BE EXCAVATED EXISTING WOOD ECK TCl� p FEB.28, 20)2 m TO TOP OF FOOTINGS. BE REMOVED AND A m REPLACED WITH BRICK IN • • SAND (SAME SIZE). REPLACED WITH BRJCK IN 27H. RAT SLAB I _J J SAND (SAME SIZE). 87H. FOUNDATION WALLV201 1S ECT + 0 [� ' 8'TH, FOUNDATION WALL5 16"SQ.CONC. CONTRACTOR TO CHECK ALL RIG RESERVED ON 2'-O'k I'-0"D POURED 1 05Q.CONC. I (v R ON 2'-O"x I'-0"D POURED BLOCK PIER ON DEPTH # CONDITION OF � CONC. FOOTING. BLOCK PIER ON B V 3'-O"x3'-O'kl'-0° CONC. FOOTING. 3'-O"x3'-O'k1'-O" EXISTING FOUNDATION AND ~ THESE PLANS ARE AN INSTRUMENT OF SCALE: 114"=I'-O" FOOTING. FOOTINGS. SERVICE AND ARE THE! PROPERTY OF F FOOTING. THE ARCHITECT, INFRINGEMENTS WILL 5 L CT I O PA BE PROSECUTED, AA SCALE: 1/4"=)'-0" C • I®1 w RIDGE VENT I®I 2"x 12 RIDGE CLIENT/OWNER �! DIMENSIONAL A51HAL7 SHINGLES 2'k 10"RAFTERS @I G`O-G. 3-2"AZEK OVER 301b. BUILDING PAPER. R-30 KRAFT INSULATION. 6„ SPRUNG i CROWN. )2 ~ ow KORNMAN RESIDENCE �/ � O 2'kG" COLLAR IE5 3 1—J h# :t±:� � DOUBLE �O / \ O R-22 BATT INSUL, Im BAY HOME RD. LVL VALLEY. C 'G' SOUTHOLD, NEW YORK R-30 INSULATION +� " 2" YP.B APED, � � El SP CK PAINTE ----- —� = ImIll 2"xG"STUDS j����j UNFINISHED (3) 2"x6" DORME6�= wd CASINGS WITH �/� _,. :__. ,.,. _ _.... _.. _.__w, 2x6 STUDS HEADER, BACK BAND(TYP). @ 16 O.C. AND _._.._- .. _ .....m__.�.__. - `� ATTIC SPACE @ 16"O.C. AND 1° S I r' NEW F )OR LEVEL TO CDX PLYWOOD �? CDX PLYWOOD J- N D AND 301b. - ALIGN WITH EXISTING.A BUILDING PAPER, AND 301b. O I'kG"BASE WITH TOP*SHOE MOULDING, 3/4"CDX PLY SUB FLOOR BUILDING PAPER. _ P11 PROJECT TITLE 21 � s /2"TJI 230@16O,C. . ACCOSTICINSULTION 9-Im x G . . GARAGE t 2ND NEW FLUSH BEAM R-19 KRAFT I - EXISTING STORY RENOVATION C FACED — I INSULATION, "x G"FLOORING 12"O�.C. • (TO BE 5 FFI TO TO )L�17 `".P A SELECTED). LCROWN HOUSE MECH, I� LEVEL 70 LIGN DRAWING TITLE NEW FLOC pROOMREUSE EXISTINGWITH EXI5 JNG. I'k4"CA51NG5 WITH �. GARAGE �, COLUMNS. 1�j I 4' CDX IPL OOD BACK BAND(lYP). L TAPED t EXISTING EXISTING SUB F000 I L5PA(CKLED, K-19 KRAFT EXISTING PORCH MASTER B HTROOM BEDRC+OM EAST AND WEST FACED TO BE REBUILT. ELEVATIONS J I i INSULATION. - -- I 4-10„ LL LH+= MW 9-1/2”TJI 230 @ 1 6"O.C. � S ROXUL INSULATION _ (3)ACQ 2"x 10"GIRDER 2"xG" CCA PLATE ANCHORED8'k8"HB*G COLUMNS. WITH 18"BOLTS (2 PER SILL NEW CRAWL SPACE oil i 4"Tf-I. CONCRETE 0 MIN) OVER ALUMINUM i•i � EXISTING WOOD DECK TO DATE SCALE - • SLAB REINFORCED N TERMITE BARRIER AND o BE REMOVED AND 1/4' - 1 -O SILL SEALER. REPLACED WITH BRICK IN 12' DIA. 50N07UBE 2'TH. RAT SLAB SAND (SAME SIZE). �- 4TH. REINFORCED 4 2-0 J, � ISSUE 2'-O"x l'-O" C T I O N ON 2'-0"x2'-0"x 1'-0"D CONC. SLAB. 2-0 F 1 I O 16"FILLED SPREAD DD FOOTINGS. 1 5 E C T I CJ N FEB.28, 2012 GLEN GERY 1 776 5 E C T I O N CONC, _ON1I ON FOOTING, DANISH BLEND EE I� DRAWING NO. 3'-O'k3'-O'k I'-0" SCALE: 114"=I'-O" M cc FOOTINGS. BRICKS. SCALE: 1/4°=I' i a 1 6`.a°101wr-T101,1 G1F TE E 1m SCALE: 1/4"=I'-O" " 0-1 y,s �.E-r,S ,a4 � D ARC�,�T • Lti i't�F�na f:FG�� a—eiJ�.�� UN �� U;IDE4 THE O�5 r1T-lPC°T!C:'I € P,1,10ENSEsD. 0 -%;,o� ly ITE':':C�',TF1;` C'r,;.PAPA VG!N 1 I®I i,CCd`!:_7lA4C1= 4 REF, NO. 1109 I 2 3 4 5 6 7 8 9 10 I I 12 13 14 15 16 17 155UES 1 REVISIONS y 3'-0 1/4" 01 L 2'-1 O 114"11 I - 2'-I1 O 114" I I L L 2'-1 O 1/411 2'-8 114" L L 2'-8 1/4" yL yy 114"L -�L y 3'-0 114" L �yy3'-0 114" L 21O ii ^� ' 13 1/8" ! . I/8„ 10" �A L � 1 1u /8„F1„ 10, 10„ 1 O" to„ l0' " � 1 ►„ y13 1/8 y 13 1181, " l2 9/161 12 9/16„ ;'s,) , , 11 11 o� f 1 1yy - � 11 11 Ilk A Ln m-'s l I I 1 m l I' I o f I o f I I •I - I 2'-0 J/a"R.O. o m N I m o f I m l I I l 1 = N 1 0 - - N .-� I I � I in cil N � I. I � I .I � I mo •I NI of � I N N � O I m � IN I o f cr) N I I � I 1 m l I - I ' _ � N _ co - I _ 2'-G 1/8 R,O, to - Cn ro I �t n N v A281 'n `r `t �t � I I 2'-G 118"R.O. - n I `t I - - - - - - N I 0-4 7/8"R.O, I 2'-8 1/8"R,0. I - I I � I � I I � I - L_ - 2'-G 1/6'R.0, 2'-8"R.O. I - L - - - -I 2'-10 1/8"R,U, 2'-8 1/8"R.0. - - WDH2432 in 2'-10 1/8"R.O. - - - ,••� N -' ( WDH2436 _ - - - - .- j - - - - - J �- - - - WDH2G310 = „ L - - - _ R.O. 'r - J C W 14 1�1 m 2'-8 I/8"R.0. I WDH2442 - CX145 1111111114 WDH2841 O WDH2G46 - - #8 WOODSCREW PANEL DESIGN BASED ON 1069. I � L J WDH234G WDH2G52 ROUGH BUILDING CODE OF NEW YORK STATE. WDH2852 • OPENING PANEL 7/1 G"PLYWOOD PANELS {-� JDANEL51ZESI 2-1/2"#8 WOOD SCREWS RIDGE @ I G"O.C. MAX. RIDGE TEN51ON STRAP IF SPAN OF PANEL 15 OVER 0-0"USE SCREWS @ 12"O.C. F , RESIDENTIAL GENERAL NOTES H I, THI5 PROJECT 15 CONSTRUCTION OF AN ADDITION TO 3 1. FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL 1 AN EXISTING FAMILY RESIDENCE, CLA551FIED AS R-3• BE EPDM OR APPROVED RUBBERIZED MEMBRANE. RIDGE RD 2. THE HEIGHT OF THI5 BUILDING AS DEFINED BYTHE 32, FLASHING AT ROOF CONNECTIONS, VALLEYS, CHIMNEYS O AND CRICKETS SHALL BE ALUMINUM. RESIDENTIAL CODE NEW YORK STATE IS 18'-I !". 33. STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS THE FLOOR AREA 15 1 5G2.9 5Q.FT. FOR THE EXISTING FIRST FLOOR, OF SLOPED AND VERTICAL SURFACES, EXCEPT STEP AND 1007.0 SQ.FT FOR THE NEW SECOND FLOOR. FLASHING AND COUNTER-AND CAP- FLASHING SHALL BE OPED SEAT ~ 3. THE TYPE OF CONSTRUCTION 15 TYPE V(B). USED AT INTERSECTION OF ROOF AND CHIMNEY, AND 0 4, ALL WORK SHALL CONFORM TO THE REQUIREMEN r5 OF THE 2007 ROOF AND WALLS. JOIST HANGER, µq RESIDENTIAL CODE OF N.Y.5. AND THE AF* PA WOOD FRAME 34, INSULATION SHALL BE BATT INSULATION OF THICKNESS PER WFCM 55C TABLE 2.4 CONSTRUCTION MANUAL 1995 55CHIGH WIND EDITION INDICATED ON THE DRAWINGS AND SHALL BE 2-Y LB. WOOD BEAM PROVIDING G EA. 8D COMMON NAILS z 5. A55UMED 501L BEARING CAPACITY. 1,500 Ib./5a,IFt. DENSITY FIBER-GLASS BATTS CONFORMING TO THE RIDGE IN EACH END OF 1-1/4" 20 GAGE STRAPS 1� G. CONCRETE TO BE PLAIN, UNREINFORCED, 3,000 p+si, - 28 DAY TEST. SPECIFICATIONS FOR PRE-FORMED FIBROUS GLA55 FOR 120 MPH FASTEST WIND SPEEDrpm 7. ALL FOOTINGS TO REST ON 12"BELOW VIRGIN, UNDISTURBED SOIL. INSULATION. NAAMM STANDARD 51, lb-70. . � 8. DESIGN LOAD CALCULATION ARE BASED ON: 35. INTERIOR DOORS SHALL MATCH EXISTING. LIVE LOAD: AS PER TABLE 8301,4, RESIDENTIAL CODE OF NEW YORK STATE. 3G, NEW HARDWARE SHALL MATCH EXISTING. CRO55 SECTION END VIEW DEAD LOAD: CALCULATED AS PER 8301 .3 AS PER RCNY5. 37, GYPSUM BOARD SHALL BE EASED EDGE TYPE, FE CONFORMING TO ASTM C36, AND SHALL BE B.28, 2012 SNOW LOAD: 45 P51 GROUND SNOW LOAD (AS DER FIG, 8301.2(5) RCNY5. "5HEETROCK 5W" BY U,5. GYPSUM CO. OR APPROVED O SEISMIC DESIGN CATAGORY B. EQUAL, GYPSUM WALLBOARD THICKNESS SHALL BE y", WIND UPLIFT AND EXPOSURE CATAGOKY "C", FOR 120 MPH 3 SECOND GUST. 38, ALL NEW AND REPAIRED GYP. BOARD SHALL BE TAPED LOCATION LIVE DEAD DEFLECT LIMIT AND 5PACKLED THREE(3) COATS, ALL EXTERIOR ©201 1 CORNERS SHALL HAVE METAL CORNER BEADS, ALL RIGHTS RESERVED I st Fl. 40 LB 12 L13GO 39. CERAMIC TILE FLOOR SHALL BE SELECTED BY OWNERS �I 2nd FI. (SLEEP AREA) 30 LB. 12 U360 AND INSTALLED WITH THIN SET ADHESIVE. THESE PLANS ARE AN INSTRUMENT OF 40. EXTERIOR PAINT SHALL BE LATEX ACRYLIC BY BENJAMIN ATTIC (NON 5TORGE) 20 LB. I 0 U360 00 SERVICE AND ARE THE PROPERTY OF NEW YORK STATE MOORE OR APPROVED EQUAL, APPLIED IN ACCORDANCE THE ARCHITECT. INFRINGEMENTS WILL 9. ELECTRICAL WORK TO CONFORM TO RESIDENTIAL CODE OF N ROOF 20 LB, GROUND SNOW 15 U360 WITH MANUFACTURER'S SPECIFICATIONS AND CLIMATIC AND GEOGRAPHIC CRITERIA O e 1 BE PROSECUTED. RECOMMENDATIONS. COLOR TO BE 5ELECTED, GROUND SNOW LOAD 20 P5F (PER FIG. R301.2 (5) RCNY5) AND THE NATIONAL ELECTRIC CODE, AND ANY APPLICABLE LOCAL CODES, 41. EXISTING INTERIOR WALLS AND CEILINGS SHALL BE WIND SPEED 120 MPH (PER FIG. R301.2 (4) RCNY5) 1^ 10. PROVIDE SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS AS REQ'D BY CODE. CLEANED AND REPAINTED. NEW WALLS AND CEILINGS SEISMIC DE51GN CATAGOKY B (PER SECT. R301 .2(2) RCNYS) AV 1 1. ALL EXP05ED WATER PIPING AND/OR HEATING DUCTS TO BE INSULATED, SHALL BE SEALED AND PAINTED, PAINTING SHALL BE TWO WINTER DESIGN TEMP I I°F (PER TABLE N 1 1 O 1.2) Al (2) COATS BENJAMIN MOORE AQUA PEARL LATEX PINTED, FLOOD ZONE ( N/A ) (PFR FEMA MAP) 12. ALL CONSTRUCTION 15 TO BE IN ACCORDANCE WITH PREVAILING CODES COLOR TO BE SELECTED . 1,4 AND STANDARDS. 42, INTERIOR TRIM SHALL BE SANDED SMOOTH, PRIMED, FROST LINE DEPTH 3G" AND FINISHED WITH TWO(2) COATS BENJAMIN MOORE WEATHERING PROBABILITY SEVERE (PER FIG. 8301,2(3)RCNYS) • 13. ALL WINDOWS TO BE THERMAL INSULATED LOW-E rLASS, WITH ARGON GAS. LATEX ACRYLIC SEMI-GLOSS PAINT . DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOADS) 14. THE ARCHITECT ASSUMES NO RESPOSIBILITY FOR THE CONSTRUCTION 43, PROVIDE ALL LABOR, MATERIALS,TRANSPORTATION, MEANS, METHODS,TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR EQUIPMENT AND SERVICES NECE55ARY TO PROVIDE A ROOMS OTHER THAN SLEEPING 40 P51 (PER TABLE 301.5 RCNY5) SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. HVAC SYSTEM TO HEAT AND COOL THE LIVING SPACES SLEEPING ROOMS 30 PSI (PER TABLE 301.5 RCNY5) �r THERE ARE NO WARRANTIES, NOR ANY MERCHANTIBILITY OF FITNESS AS REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN, ATTICS WITH LIMITED STORAGE 20 P51 (PER TABLE 301,5 RCNY5) FOR A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE OR REASONABLY IMPLIED AS NECESSARY TO COMPLETE ATTICS WITHOUT STORAGE 10 P51 1� PLANS. THE WORK. STAIRS 40 P51 (PER TABLE 301.5 RCNY5) 15. CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION. 44. PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, PROVIDE 8x Sd COMMON NAILS IN EACH END OF I-I/4"x 20 GAGE STRAP FO •� R LATERAL/ CONNECTION EUIPMENT, AND SERVICES NECESSARY TO COMPLETE ALL AT RAFTER WALL CONNECTION (TABLE 3.38)WFCM-1995 I� DO NOT SCALE DRAWINGS. FOLLOW DIMENSIONS ONLY, NEW PLUMBING WORK REQUIRED BY THE DRAWINGS AS 1 G. CONTRACTOR(S) SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT SPECIFIED HEREIN, OR REASONABLY IMPLIED A5 FOR 120 MPH FASTEST WIND SPEED. 5HOWN,LI5TED, OR DESCRIBED ON THESE DRAWINGS SUBJECT TO NECESSARY TO COMPLETE THE WORK. QUALIFICATIONS, CONDITIONS, OR EXCEPTIONS AS NOTED. CONTRACTOR 45. ALL FIX ARY FIXTURES, FAUCETS, ACCESSORIES, ETC. SHALL SHALL FURNISH ALL LABOR, SCAFFOLDING, AND TOOL5 NECESSARY TO CONFORM TO THE NEW YORK STATE ENVIRONMENTAL NAILING SCHEDULE COMPLETE THE WORK. CNSERVATION LAW WITH REGARDS TO WATER SAVING (PER AF t PA AMERICAN WOOD COUNCIL WFCM FOR J 7. CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL AND CON5EVATION. ALL FIXTURES SHALL BE ON THE ONE AND TWO FAMILY DWELLINGS 1995 SBC HIGH WIND EDITION) to CLIENT/OWNER OF EXISTING WORK AND/OR INSTALLATION OF NEW WORK. APPROVED "LI5T OF CERTIFIED WATER SAVING PLUMBING J 8. ALL NEW WORK SHALL MATCH AND MEET FLUSH TCS EXISTING WORK FIXTURES"AS PUBLISHED BY THE NEW YORK STATE JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING AS CLOSELYAS POSSIBLE UNLESS OTHERWISE NOD• DEPARTMENT OF ENVIRONMENTAL CONSERVATION, TIE 19. ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH 4G. ALL WORK ON THE PLUMBING SYSTEM SHALL BE ROOF FRAMING MANUFACTURER'S REQUIREMENTS AND SPECIFICATIIONS. PERFORMED BY OR UNDER THE SUPERVISION OFA RAFTER TO TOP PLATE(TOE-NAILED) 3 PPR RAFTER UPON 20. CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPEC"r10NS, APPROVALS PROPERLY LICENSED MASTER PLUMBER. CEILING JOIST TO TOP PLATE (TOE-NAILED) 3 PER JOIST KORN MAN COMPLETION, THE PLUMBER SHALL PROVIDE A SOLDER AND CERTIFICATE OF OCCUPANCY. CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP RESIDENCE FLOOR 2 1. CONTRACTOR SHALL DEMOLISH PARTS OF EXISTING ROOF A5 NECESSARY, CERTIFICATE AS REQUIRED BYTHE TOWN OF SOUTHOLD, CEILING J015T LAPS OVER PARTITION ((FACE-NAILED) 3 EACH LAP AND REMOVE DEBRIS. 47, THE CONTRACTOR SHALL OBTAIN, SUBMIT, AND PAY FOR J015T 22. EXISITNG STRUCTURE AND INTERIORS TO REMAIN jHALL BE PROTECTED ALL PERMITS, CERTIFICATIONS, LICEN5E5 AND RIDGE STRAP (EACH END) 2 PER E BAY HOME RD. AS NECESSARY DURING DEMOLITION AND CONSTRUCTION, INSPECTIONS A55 REQUIRED BY LOCAL, STATE, AND BLOCKING TO RAFTER(TOE-NAILED) 2 8d EACH END 23. CONTRACTOR SHALL PROTECT DEMOLITION EXISTINGN SERVICES CT REMAIN AND SHALL FEDERAL AUTHORITIE5, AND ANY OTHER APPLICABLE RIM BOARD TO RAFTER(END-NAILED) 2-1 Gd EACH END �+ SOUTHOLD, NEW YORK NOTIFY ALL UTILITIES AND TELEPHONE SERVICES ANID MAKE ARRANGEMENTS FOR JURISDICTION. WALL FRAMING HOOK-UP, REMOVAL, OR CAPPING OF EQUIPMENT AS NECESSARY. 48. FURNISH ALL LABOR, MATERIALS, EQUIPMENT, PLANT, TOP PLATE TO TOP PLATE(FACE-NAILED) 2-1 Gd PER FOOT 24, PROVIDE ALL LABOR, MATERIALS, TRANSPORTATIOIN, EQUIPMENT AND TOOLS, AND SERVICES NECESSARY REQUIRED FOR PROPER AND COMPLETE INSTALLATION LATION OF ALL NEW TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-1 Gd J015T EA.51DE SERVICES NECESSARY TO COMPLETE ALL WOOD AIND PLASTIC WORK REQUIRED STUD TO STUD (FACE-NAILED) 2-1 Gd 24"O,C. ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING, rl B YTHE DRAWINGS AS SPECIFIED HEREIN, OR REASONABLY IMPLIED AS HEADER TO HEADER(FACE-NAILED) 16d 1 G"O.C.ALONG EDGES BUT NOT LIMITED TO: CONNECTIONS TO PREVIOUSLY NECE55ARY TO COMPLETE THE WORK. TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d,3-16d,4-16d PER 2x4, 2xG, 2x8 RESPECTIVELY PROVIDE 8x ad COMMON NAILS IN EACH END OF 1-I/4"x 25. FASCIAS, SOFFITS AND EXTERIOR TRIM SHALL MA'(CH EXISTING. INSTALLED ELECTRICAL SYSTEMS, WIRING, LIGHTING, SERVICES, FEEDERS, DISTRIBUTION AND PROTECTION BOTTOM PLATE 70 FLOOR JOIST, BAND JOIST, 20 GAGE STRAP @ROOF TO WALL, WALL TO WALL, AND 2G. INTERIOR TRIM SHALL MATCH EXISTING, EQUIPMENT, CONNECTIONS TO APPLIANCES, END J015T OR BLOCKING (FACE-NAILED) 2-1 Gd PER FOOT 3.3B)WALL TO FOUNDATION CONNECTIONS (TABLE J PROJECT TITLE 27. FRAMING ELEMENTS: GROUNDING, AND ALL INCLUDING ALL CONNECTIONS AND FLOOR FRAMING Q FOR 120 MPH FASTEST WIND SPEED. Is•l A. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- DEVICES WITHIN THE SCOPE OF THE WORK AS SHOWNs LARCH STRUCTURAL GRADE NO.2 OR BETTEf?. ON THE APPLICABLE DRAWINGS AND AS NORMALLY J015T TO SILL, TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER J015T p r, B ALL SHEATHING TO BE APA RATED, EXPOSURE 1. THICKNESS AS INDICATED. SPECIFIED IN THI5 TWE OF PROJECT AND INCLUDING BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END GARAGE 2ND CONNECTIONS TO PREVIOUSLY INSTALLED BLOCKING TO J015T(TOE-NAILED) 2-8d EACH END G ALL SUB FLOORING TO BE APA RATED STURC)-!-FLOOR, EXPOSURE I, BLOCKING TO SILL OR TOP PLATE (FACE-NAILED) 3-1 Gd EACH BLOCK STORY RENOVATION 3/4" MIN. THICKNESS. TRANSFORMERS AND ELECTRICAL DITRIBUTION SYSTEMS. LEDGE STRIP TO BEAM (FACE-NAILED) 3-1 Gd EACH J015T D ALL HEADERS G'-O"AND OVER SHALL BE 5UPPORTED WITH DOUBLE 49, AL WORK SHALL CONFORM TO THE REQUIREMENTS OF JOIST ON LEDGE TO BEAM (TOE-NAILED) 3-8d PER JOIST ��-- ��• UPRIGHTS, 9'-0"AND OVER WITH TRIPLE UPRIGHTS, ALL HEADERS SHALL THE 2007 ELECTRICAL CODE OF NEW YORK STATE, THE BAND JOIST TO JOIST(END-NAILED) 3-1 Gd PER J015T BE A MIN, OF(2)2'S<8"OR AS SHOWN ON DRAWING, NATIONAL ELECTRICAL CODE, NFPA NO, 70-1954 (NEC), BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-1 Gd PER FOOT E SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR LOCAL UTILITY STANDARDS, OCCUPATIONAL SAFETY AND FLOOR DRAWING TITLE BEAMS AS PER N.Y.S. CODE OR AS NOTED (_ 8'-10"O.C. MIN,, HEALTH CAT(OSHA), THE NATIONAL ELECTRICAL ROOF SHEATHING PROVIDE 2"SPACE FOR AIR CIRCULATION IN ROOF. MANUFACTURERS'ASSOCIATION (NEMA)AND ANY OTHER 5TRUCURAL PANELS 861 (TABLE 3.8) J015T F DOUBLE FRAMING AROUND ALL OPENINGS (SKYLIGHTS, STAIRS, ETC,) APPLICABLE CODES. IN THE EVENT OF CONFLICT,THE DIAGONAL BOARD SHEATHING �+ GENERAL NOTES OR AS NOTED ON DRAWINGS. MORE STRINGENT REQUIREMENTS WILL APPLY, I NO' OR I"x8" 2-8d PER SUPPORT r G DOUBLE UP FRAMING UNDER ALL POSTS ANC) PARALLEL PARTITIONS OR 50. ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL I N 10" OR WIDER 3-8d PER SUPPORT WINDOW PANELS AS NOTED ON DRAWINGS. BEAR THE UNDERWRITERS LABORATORIES, INC. LABLEL AND BE SUITABLE FOR THE ENVIRONMENT IN WHICH CEILING SHEATHING °' ' CONNECTIONS H ALL FLUSH WOOD CONNECTIONS SHALL BE rA5TENED WITH RATED :' THEY WILL BE INSTALLED. GYPSUM WALLBOARD 5d coolers 7"EDGE/ 1 O"FIELD �. A^^ ,"; r GALVANIZED METAL CONNECTORS BY"51MP;�ON"OR APPROVED EQUAL. ,. r ',... ._,,s Q' ,11C I NAILING SCHEDULE SHALL BE AS PER N.Y.S. BUILDING CODE AS A MINIMUM. 51• ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE - t ALL 2"x G"STUDS SHALL RECEIVE 5 l Od NAIL`. AT SILL AND PLATE. PERFORMED BY OR UNDER THE SUPERVISION OFA WALL SHEATHING °° ''^' + ` � '"' °���`;� �`b=°' .~�,i, +� ALL EXTERIOR NAILS SHALL BE GALVANIZED. PROPERLY LICENSED MASTER ELECTRICIAN. STRUGURAL PANEL gp (TABLE 3.9) .._�,-'... _ a�e.R T9.3E 1� 52, THE CONTRACTOR SHALL OBTAIN, SUBMIT, AND PAY FOR FIBERBOARD PANELS t'' J<?F-,:.LIC,`LASED DATE SCALE J PLYWOOD SHEATHING TO BE NAILED 8d NAILS @ 4"O.C. EXTERIOR EDGES ALL PERMITS, LICENSES AND IN5PECTION5 AS REQUIRED 7/1 G" GD 3"EDGE/ G"FIELD ' r,ii E'•�ANY d •.. ;•..�'.. . a' i I':°�,`i P.,71 ,4'iNt IN AND 6d NAILS @ 12"O.C. INTERMEDIATE. BY THE LOCAL, STATE, AND FEDERAL AUTHORITIES, AND 25/32" SD 3"EDGE/ 6"FIELD A �',-^., vI-t°ORIZED taw ISSUE K ALL INTERIOR AND EXTERIOR FIN15HE5 TO BE SELECTED BY OWNER. ANY OTHER APPLICABLE JURISDICTION. GYPSUM WALLBOARD 5d coolers 7"EDGE/ 10"FIELD _ _ ^,,'°;}r.; `,"U,6T F L ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH 53. CARBON MONOXIDE DETECTORS 5HALLBE DIRECTLY HARDBOARD 5 (TABLE 3.9) FEB.28, 201 2 GALVANIZED HURRICANE TYPE CONNECTORS BY 151MPSON"OR APPROVED CONNECTED TO THE LIGHTING CIRCUITS WITH NO PARTICALBOARD PANELS 8d (TABLE 3.9) E�2 ^'-,7'1-J'"`C°O`�'DANCE fl®1 DRAWING NO, EQUAL, FOR TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE CLIPS AT ALL INTERVENING WALL SWITCH. LINE CORD-CONNECTED, DIAGONAL BOARD SHEATHING UPLIFT CO N N ECTI O N5 PERIMETER JOISTS TO GIRDER CONNECTIONS, DIRECT PLUG-IN, AND BATTERY POWERED ALARMS ARE I"xG" OR 1N151 2-8d PER SUPPORT NOT ACCEPTABLE, ALARMS SHALL BE INSTALLED ON I"x 1 O" OR WIDER 3-8d PER SUPPORTA 28. PROVIDE 7/1 G" TH. PLYWOOD PANELS PRECUT TO FIT OVER NEW WINDOWS AND EACH LEVEL ON WHICH SLEEPING QUARTERS ARE Oyj� Mel DOORS. PANELS TO BE LABELED FOR EACH OPENING. PROVIDE FASTENERS IN LOCATED. FLOOK SHEATHINGF18g0� ACCORDANCE WITH TABLE I GO9, 1,4 BLDG, CODE QF NEW YORK STATE. 54, SMOKE DETECTORS IN CONFORMANCE WITH THE 5TRUCURAL PANELS C O N N E C T I O N 5 D E T A I L 29, LOAD PATHS ARE INDICATED BY SECTION DRAWINGE3• ELECTRICAL CODE OF NEW YORK STATE AND THE I"OR LESS 8d 6"EDGE/ 12"FIELD .If, 30. CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH AN51/AF/t PA WCFM-!995, RESIDENTIAL CODE OF NEW YORK STATE, THE NFPA GREATER THAN I" * "t, pm I Old G"EDGE/G"FIELD (SEE NAILING 5CHEDULE) NATIONAL FIRE ALARM CODE NO. 72-1993 SHALL BE DIAGONAL BOARD SHEATHING SCALE: 112"=1'0" mm IIIIIN 3 I. FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL PROVIDED OUTSIDE EACH SEPARATE SLEEPING AREA, IN I"xG"OR 1'Scall 2-8d PER SUPPORT I®► EACH SPLEEPING AREA, AND ON EACH FLOOR LEVEL. I"x 10" OR WIDER 3-8d PER SUPPORT BE EPDM OR APPROVED RUBBERIZED MEMBRANE. 4 yG / lam" REF. NO. 1109 I 2 3 4 5 G 7 8 9 10 II 12 13 14 15 1G 17 ISSUES/REVISIONS ^t K p" e PP" J e Aft BRICK PATIO r ` LINE OF BALCONY ABOVE e wP Ex �I ` (3)2"x8"ACQ BEAM A� i AA r� 2 � I FEB.28, 2012 i I I 02011 / q I ALL RIGHTS RESERVED n—` _—— THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERLY OF -�— --7 THE ARCHITECT. INFRINGEMENTS WILL I BE PROSECUTED. pmq ,V e i j I- r- pm WP EX MECH. ROOMTO UP A STAIRS CLIENT/OWNER ds ELECTRICAL - G120U N D 1= L0012 ', II wo KORNMAN RE5IDENCE scALE: 1/4"=1'-0" pm DAY HOME RD. 50UTf-IOLD, NEW YORK EX 15T I N G EXCEPT A5 NOTED Ij �6� 1 I pm } I \ WP Ex ❑ ' IAwol 1®I PROJECT TITLE � I � I ! GARAGE t 2ND I I STORY RENOVATION C I � I f i EX �. 0-4 DRAWING TITLE I GROUND FLOOR OPPIT 10 A VIOLATION OF TV!-: � ELECTRICAL ❑ SPOTLIGHT LA%7€FOR ANY PERSON', 'TING 7'E -- — — — " ' Ie:i:�I"�C'L'IQEd C11='l-`e L?.•``,' ._n'D � 4!� DATE SCALE ZEE D /�!•yam Ari, ^t i I/4"= I'-0" NOTED,SFf--°_'•YD,A-,!-0 � DEs—c !CIED 1IN e'9 C0—7:)s'��.E � ISSUE WITH TI-;E LA.'L: FEB.28, 2012 /1 PA1rO DRAWING NO. P�GISTEy�O 1� �aosEgr� y,A M®I � " m '' FA Am � I YPAO_ A REF, NO. 1Ioe 10 II 12 13 14 15 16 17 ISSUES/ PEV1510N5 bit 1r v p" K p J P" ° POO - EX 44 jr //4 17 FED.28, 201 2 I rFM ©2011 \ ;rom ALL RIGHTS RESERVED \ NEI THESE PLANS ARE AN INSTRUMENT OF 5ERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL /M4 BE PROSECUTED. ' 1�1 FI GFI nn a l I - / / I FROM DOWN STAIRS\ CLIENT/OWNER ELECTRICAL 5 ECOND FLOOR i KORNMAN SCALE: 1/4"=P-0" E 2 I RESIDENCE pm I A BAY HOME RD. D� SOUTHOLD, NEW YORK EX 15T I N G EXCEPT A5 NOTED I PROJECT TITLE GARAGE 2ND �* STORY RENOVATION C � I / w DRAWING TITLE I SECOND FLOOR ELECTRICAL — —� IT IS A VIOLA.T':`". LAW FOR ANY I` S•a 6''.'.... �v�;:�THE I -D E3 . I'O.'c:I_TERANY � DATE SCALE fI IN I/411_11_011 RIZIED P�`"'T 177, ISSUE L OI °jjACC4e�DAI�CE FEB.25, 2012 'Lj, l DRAWING NO. ED APCy� j q A Am � A �� REF. NO, 1 109 I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 IG I ISSUES/ REVISIONS )1 A Zr v MON. p LOT COVERAGE _.• wA EXISTING HOUSE DECK 2,459.9 5Q.FT. 10.99% r r3 r �.a X r ..Ka, a ,,•-.1. , PROPOSED ADDITIONS I G5.G 5Q.FT. 0.72% Qpw� 0, TOTAL ��O / \ 5w y LOT 51ZE ABOVE RIP RAP 22,383.3 5Q.FT. . , 1,6; �p \ TOTAL LOT COVERAGE 2,@25.5 5Q.FT. 1 1 .71% v V J 10i /e \ O / y� - f A'-L PLUIMBING%"TASTE lel % F I" 4/v/ &WATER LINES NEED �. ....<. TESTINS BEFORE CON.IERING Ilk t MON. �yA_ �O �'•-� . -� _ ,, ,,. �: _< PLUMBER CERTlFICATIO;'V 1•rA WOO ''CC• ` ON LEAD CONTENT BEFORE FND ocPKOPO5ED Sao _•,\\ 'pJ ,, � ` CERTIFICATE OF OCCUPANCY ADDTIONS SOLDER USED IN WATER 1p° \ "` ' .'' ' SUPPLY SYSTEM CANNOT O l �� 1 OF 1/o LEND, \ r� �� S EXCEED 2/ 0 A CY q/ qj. 0 ELECTRICAL •\ �,,2' �Oa�� `�� ,�•� s.��-���� LINE ABOVE WET r\ INSPECTION '�� �i� �'�' LANDS USED FOR f \ LOT COVERAGETED , r \ PROP05ED 2ND CALC. ! A C` STORY ADDITIO E P. ;# ~ � � BASED ON MAP OF PROPERTY 0.1 OVER REBUILT\ / F -7 pm SITUATE AT: 50UTHOLD ���GARAGff. [E: 'ARTMENT AT rM1 TOWN OF: 50UTHOLD ��'P� \ / � s COUNTY OF: SU> FOLK, NEW YORK O.(�� S \ ; � ��oo� // 7� 2 3 A, TO 4 PM FOR THE SURVEYED: MAY 25, 2004 F F� '_l1 IN ^TIONS: TAX MAP# 1000-5G-5-39 y2 \ 45 1. F' J[)aT ON 1 Vv`,' REQUIRED NOV.1 e, 2010 BY: WALLACE T. BRYAN �T� G,� \ t� L��✓ J P�/ F - ; POI :ED CONCRETE • LAND E�URVEYOR O �Q' 2. H-=GAMING.PLUMBING, FOR: PETER G. KORNMAN ELATION, ELECTRICAL&CAULKING ? ;rdSULATION .. /�O Q Y ALL RIGHTS RESERVED \ NAARY C. KORNMAN \ �� �/ o� FINAL CONSTRUCTION &ELECTRICAL om 2010 100 AREA 24,78@ S.F.± \.\ ��° S��/ ��10 ��0 A"JSTBECOMPLETEFORC.O. 0.57 ACRES ± ti� RECUIIREMENTS OF THE CODES OF NEW SERVICE AND ARE THE PROPERTY OF ALL CONSTRUCTION SHALL MEET THE -4 THESE PLANS ARE AN INSTRUMENT OF OJ YO N STATE. NOT RESPONSIBLE FOR 9 \ (n 0-o-, THE ARCHITECT. INFRINGEMENTS WILL SITE L A N DESIGN OR CONSTRUCTION ERRORS. BE PROSECUTED. RETAIN STORM WATER RUNOFF �;Amok; 1°=3CJ'-0" PURSUA',,IT T- CHAPTER 236 ^Z OF THE TOWN'CODE. 1 GALV.SCREENED VEN -\ \ r I I c �I (v • � 9-I/2"TJI 230 CLIENT/OWNER 3- "x9-4" PARALLAM @ I G" O.C. I I <f n '- PSL NEW I G"CONCRETE I I I BLOCK PIERS ON I KOReN 3'-0"x3'-0`x 1'-o"D I rRES 1 D E N CE FOOTINGS. I MR D L - -j I A BAY HOME RD. FIREPLACE I I l o 50UTHOLD, NEW YORK I I NEW CRAWL SPACE ON SAME FOOT e PRINT AS EXISTING PROVIDE- OPENING I GARAGE. TO NEW CRAWL L� I I PROJECT TITLE SPACE (LOCATION Imm OUTLINE OF0- + TO BE DETERMINED). � EXISTING PROVIDE OPENING NEW 2 0 x 1 O D 1�1 FOUNDATION. TO NEW CRAWL _�.--- I CONCRETE FOOTING �►L I GARAGE 2ND SPACE (LOCATION CONTINUOUS KEBABS I �, 5TORY RENOVATION TO BE DETERMINED). — — — — — — — — AS NECESSARY. r It 27H.CONC. RAT SLAB I ( GALV.SCREENED VENT DRAWING TITLE PROVIDE#5 RE-BAR @24"O.0 VERTICAL I I 271-1.NEW 2 . RAT SLAB TO I I I 1�1 SITE PLAN 12" LONG SECURED ALIGN WITH EXISTING. �D ( , INTO EX15TINGCONIC. I I I I I ~ * FOUNDATION FOUNDATION WITH J ~ EPDXY(TYPICAL) Iol — — I I — --- 8"CONC. BLOCK DATE SCALE F 0 U N D A T 1 0 N P L A N I 13'-0" REINFORCED VERTICALLY 12--7- AS NOTED � HORIZONTALLY ON s SCALE: I/4 =I -O" A I 2'-0"x P-0"D POURED CONC. r ISSUE " ' EX15T1 NG EXCEPT A5 NOTED FOOTINGS MIN. 3'-O" BELOW JAN.12, 2012 GRADE ON UNDISTURBED SOIL. MOO DRAWING NO. M lel . . .. ISI A A REF. NO. 1 109 �.� ,1 Lu I 2 3 4 5 G 7 8 9 10 II 12 13 14 15 IG 17 ISSUES/REVISIONS �l p" wall 1` v K M r e �r wo POP EXTENT OF EXISTING DECK ABOVE r-11 ❑ ❑ ❑ ❑ s h EXISTING DECKAAk ®I A B � NEW HEADER `d 5-46 1 18" PARALLAM P5L-\ EQ EQ '. 41-018 6 4'-6" A r TEMPERED 3 TEMPERED r ----- - t ----- o_ BRICK PATIO rpk P-0 a( 0-/ Lu _ EQ L EQ N NOV.15, 2010 EXISTING DOOR TO NEW 12'-0"SLIDING BE REPLACED WITH GLASS DOORS. UP4 TEMPERED — e EXISTING EGRESS 10 O WINDOW. FWG 1 2068-4 I 1'-3" WINDOWO REMAIN CASEMENT 1 5 (02010 EQ EQ �j / _ ALL RIGHTS RESERVED i p pjA` 0 f 2Lu EXISTING THE5E PLANS ARE AN INSTRUMENT OF �• „ - w SERVICE AND ARE THE PROPERTY OF ,__LIVING ROOM � wI THE ARCHITECT. INFRINGEMENTS W LL EXISTING EXISTING FLOORS TO BE REFINISHED. \ " WAIN ~ BE PROSECUTED. CLOSET STORA E 4"x 12' MDF SCO /3 CEILING PANELS. JOIST UNDER FWH90G8 SASE EXISTING STAT AY ' CONCEALED WITH a"x2" BATTENS AS INDICATE ver BEDROOM I Q J LINE OF BALCONY ABOVE INSERT EXISTING — — — — Elz N w WINDOW BATH ROOM w /'!?.IJ � c� NEW O 'r > m CLG.HT.=7"-6" = FAMI "ILY ROOM TEMPERED s " - N I ' � _ EXISTING � w rs► L— EXISTING / FIREPLACE - w Isl CLOSET a � 2''-6" 2'-6" � z �-- m � I � OF ROOM - L CC c� � CERAMIC TILE FLOOR OVER pm ` m c EQ EQ CEMENT BOARD. O L _ - FIREPROOF GYP.BD. C WALLS*-CEILING. EXISTING EXISTING 1 _ ENTR Y % r ` — PANTRY LAUNDRY ROOM I � EXISTING / �, BOOKCASE � A /STORAGE - -KITCHEN �1'I FOYER r Ul, OOH f (2)1-3 4"x9-112" LVL WITH CLIENT/OWNER EXISTING 3/8 S BATH L. PLATE BY BETTERHEA R. f � FLUSH m l� 0 I O NEW N GIRDER I u ME H. PIOCM _ rPk, 4 1 it KOKNMAN Ir i i / _ r O ALIGN / 6 INSERT EXISTING ALIGN EQ EQ O r� RESIDENCE WINDOW 12 DOOR ~ 7PMO BAY HOME KD. TO REMAIN INSERT 3 TEMPERED 4 I WINDOW O INSERT / y'' SOUTHOLD, NEW YORK WINDOW o I NEW FLOORING TO MATCH EXISTING - NEW POWDER ROOMQlu MSI / \ FRONT PORCH (BRICK). I �I SET ON CONC. SLAB. o/ 5 G TEMPERED w G R 0 U ND f L 0 0 R O �I PROJECT TITLE A2 INDICATES NEW WALIL5 1 P-3" 12'-7" OWN EXISTING EXCEPT AS NOTED SCALE: 1/4"=P-O" '®' GARAGE 2N1) INDICATES EXI5TING'WALL5 TO REMAIN A B s STORY RENOVATION NOTE: EXISTING TO REMAIN EXCEPT AS NOTED I® • • r; �+ w DRAWING TITLE i� r GROUND FLOOR OMNI a R1••► V �I DATE SCALE r 1/4"=P-0" s ISSUE `ii' JAN.12, 2012 Ind PON DRAWING NO. M pw pw Aft lmw REF. NO. _ LVe 1 109 I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 ISSUES/REVISIONS ^Z 1;; 1� K M r • PER v • M w u s mm A B ` 24 23 22rp% NOV.J5, 2010 N I I'-8" • Q6 21 4"x4" MAHOGANY DECKING. / ©2010 w 000ALL RIGHTS RESERVED NEW O 1 1 0 BALCONY in THESE PLANS ARE AN INSTRUMENT OF WOOD FLOOR TO I� SERVICE AND ARE THE PROPERTY OF EQ EQ MATCH EXISTING. THE ARCHITECT. INFRINGEMENTS WILL z� l FINISH 3 CTS. i &0 64;f L-LS M BE PROSECUTED. LIVING ROOM BELOW / POLYURETHANE n AL A 1 EXI5TIN 23-G r FLAT CL /I O L• &, ^t -- FWHGOG,5 l lA - - v FI ATE U I • NEW GIRDER \ -� � -7 — 1 EXISTING ?f _ DOWN s i SEM ,"" __ ` lr. FLR TO FLR 5'-2-1/2 I O NEW MASTER \ r BALCONY 1-1.1\y — — SLOPE DOWN �Tb — // CLG.HT�7'-7" BEDROOM 20 F j 26 ! _ f r FLAT CLG. HT =7 z t —�VW—_ jSOP, \SHOWER/ 1 4 r� °1 .".LOPE DOWN EXISTINGLU Uj \' ALIGN `� / 12 E ��CL05ETILCLOSET o i U FULL j 16 2'- I/2 - r PLATE HT.=4'-O" EXISTINNEW � HT. '\ I� I Q \SHO� IFEXISTING EXISTING T LTILE -- BATHROOM //� BEDROOM 2 WALK-IN _ u FULL CLIENT/OWNER BA HRCOM 15 `n I CLOSET I BATH 00 `� FRA EL SS -0; HT. CGL HT.4T-5°�/ — I I SHOWS DO R SLOPE DOWN —I Z SLOPE `13 ��� `' �a KORNMAN DOWN I I L E +MITIVL IN – 117TEMPERED HIN R O O PMR RESIDENCE PLATE HT.=4'-0" DAY HOME RD. L j I'-0" 1 1 ,o SOUTHOLD, NEW YORK TEMPERED 2 7 TEMPERED 28 29 TEMPS ED 1 9 IA MTI EGRESS 12-7 M� CASEMENT L---------- i# A B pm a M' M� PROJECT TITLE R 5 E C 0 N D EL00R ! GARAGE2ND SCALE: 1/4"=P-0" A3 r STORY RENOVATION • r � r 4 ^• 17, - DRAWING TITLE G r A 2ND FLOOR :y MSI ..r R /!)M DATE SCALE 1/4"=P-0" 155UE r JAN.12, 2012 I4�M 1� DRAWING NO. A0�0 A • gn 6 . Em1 pm td•� iii.+'r ��.�ri�:}i .Y.. sd REF. NO. pplo .7,r°, „st,4 �{ F�� 109 2�?2 1 I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 1 6 17 ISSUES/REVISIONS ^j �w t1le r� K M r • �^ DIMENSIONAL ASHALT SHINGLES OVER 30 Ib. BUILDING PAPER. Po1 ISI DIMENSIONAL ASHALT SHINGLES OVER 301b. BUILDING PAPER E 2" • CDX PLYWOOD SHEATHING. 1.. r 3 2 SPRUNG CROWN AZEK ►-� MOULDING ON I x6, AZEK � I"xG"AZEK RAKE BOARD. • DIMENSIONAL ASHALT SHINGLES OVER ICE WATER BARRIER. �L p Glt1�' y ANDERSEN FREMADE U� A WINDOW CASINGS. (TYP.) PER 03 it r F �I / I ----EXTRA CLEAR ALASKAN YELLOW CEDAR _/ rM► G SHINGLES WITH 5"EXPOSURE OVER 301b. - -- < -�/-,-� , BUILDING PAPER. ❑ /�u''�1 o. NOV.18, 201 O 7 7 f-,,7, • RAISED PANEL WOOD S TTERS A ©2010 a"x 10"AZEK WATERBOARD WITH DRIP EDGE. BY 5HUTTERCRAFT WITH H GES ALL RIGHTS RESERVED $TIE BRACKETS.(TYF) /N N 0 R T H E L E V A T 1 0 N I THESE PLANS ARE AN INSTRUMENT OF j�l SERVICE AND ARE THE PROPERTY OF SCALE: I/4"=I'-0" Aq- � THE ARCHITECT. INFRINGEMENTS WILL PMR BE PROSECUTED. A r • r LA w E r f CLIENT/OWNER DIMENSIONAL ASHALT SHINGLES OVER 30 Ib. BUILDING PAPER. DIMENSIONAL ASHALT SHINGLES KORNMAN OVER 30 Ib. BUILDING PAPER. RESIDENCE pmq� D BAY HOME RD. PW SOUTHOLD, NEW YORK 3-2"SPRUNG CROWN AZEK \ �_ MOULDING ON I"xG"AZEK — ® r FASCIA . I A I"xG"AZEK RAKE BOARD. ~ PROJECT TITLE �I ANDERSEN PREMADE GARAGE 2ND WINDOW CASINGS. (TYP.) is STORY RENOVATION r r ANDERSEN PREMADE DRAWING TITLE WINDOW CASINGS. FIN ----EXTRA CLEAR ALASKAN YELLOW CEDAR --- rwl NORTH SOUTH ---- SHINGLES WITH 5" EXPOSURE OVER 301b. Ilml BUILDING PAPER. 60 ELEVATIONS --- - rr E3 DATE SCALE AZEK WATERBOARD WITH DRIP EDGE. / 1/4"=1'-0" 50 H E LEV AT] ON 15SUE d JAN.12, 2012 SCALE: 1/4"=I'-0" Aq- moll DRAWING NO. pom AL POO _Ix 0 lz %w _ . will REF. NO. 1 109 I 2 3 4 6 7 8 9 10 1 1 12 13 14 15 IG 17 ISSUES/REVISIONS k^ C� K M r • J wo AoA w A RIDGE VENT RIDGE VENT \ DIMENSIONAL ASHALT SHINGLES OVER 30 Ib. BUILDING PAPER. pmq r� DIMENSIONAL ASHALT SHINGLES NOV.18, 2010 OVER 30 Ib. BUILDING PAPER. • \. / RIDGE VENT ALL RIGHTS RESERVED I� ©20 I 0 THESE PLANS ARE AN INSTRUMENT OF 3- "SPRUNG CROWN AZEK l/M SERVICE AND ARE THE PROPERTY OF MOULDING ON I"xG"AZEK W# THE ARCHITECT. INFRINGEMENTS WILL FASCIA . /bq BE PROSECUTED. ( ` / EXISTING DORMER TO REMAI ISI 3- "SPRUNiG CROWN AZEK V (3)1x8"SHIPLAPPED t� z \ AZEK BOARDS TO \ e I"xG"AZEK RAKE BOARD. ,A MOULDING ON I x6 AZEK i \ r � FASCIA . ED MATCH EXISTING DETAIL. � ^j I"xG"AZEK RAKE BOARD. • 12 3 2 EXTRA CLEAR ALASKAN YELLOW CEDAR SHINGLES WITH 5" EXPOSURE OVER 301b. s � BUILDING PAPER. — `+ ANDERSEN PREMADE �-WINDOW CASINGS. l� - (TYP.) Mel ANDERSEN E ® f WINDOW CASINGS.5ING5. E (TYP.) EXISTING EXISTING PORCH, DECK PER --- PORCH, DECK� �' � COLUMNS TO COLUMNS TO REMAIN. � REMAIN. ��EXTRA CLEAR ALASKAN YELLOW CEDAR �-�"� r SHINGLES WITH 5" EXPOSURE OVER 30lb. A BUILDING PAPER. --- -- - / s CLIENT/OWNER 4 "x I O"AZEK WATERBOARD WITH DRIP EDGE. k 4x10" AZEK WATERBOARD WITH DRIP EDGE. 4 ,r ink " KORNMAN WE EVATI O/-N EAST ELEVATION 2 A RESIDENCE BAY HOME RD. SCALE: 114"=P-0" A S SCALE: 114"=P-0" A 5 SOUTHOLD, NEW YORK lel Memel =1 M� W �I PROJECT TITLE GARAGE 2ND i STORY RENOVATION r r:► all DRAWING TITLE 1®1 EAST 4� WEST ELEVATIONS M� �1 DATE SCALE r ` 1/411=1'-0" 155UE r JAN.12, 2012 M DRAWING NO. A • Mel 10D REF. NO. _ 1109 2'312 I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 IG 17 ISSUES/REVISIONS K M r 2"x 12" RIDGE • 2"x 10" RAFTERS @ I G"O.C. 34" ..y K-30 KRAFT INSULATION. \ G SPRUNG CROWN. P C 5 v 5 ,H \ L DOUBLE / LVL VALLEY. C' z • YP.B APED, SP NCKLE D PAINTS I® U I"x4"CASINGS WITH /� 2"xG" @ I G"O.C. STUD � r I� FRAME WALL WITH 1" Im BACK BAND(lYP). CDX RATED PLYWOOD r NEW F COR LEVEL TO SHEATHING AND 301b. ALIGN WITH -A LL ✓� BUILDING PAPER AND I"xG" BASE WITH TOP*SHOE MOULDING. SIDING AS INDICATED ON ELEVATIONS. pmq 9-I/2."TJI 230 @ I G"O.C. ACCOUSTIC INSULATION NEW FLUSH BEAM R-19 KRAFT i i FACED 1"xG" FLOORING INSULATION. • (TO BE SELECTED). NEW FLO LEVEL TO ILIGN wo WITH EXIS ING. I"x4" CASINGS WITH r 4"CDX PLYWOOD BACK BAND(TYP). mill SUB FLOOR �I, O r, 9-1/2"TJI 230 @ I G"O.C. } \\\ ROXUL INSULATION (y� (3)ACQ 2"x 10"GIRDER `, NEW CRAWL SPACE NOV.18, 2010 • 2"TH. RAT SLAB 02010 I G"x 19" FILLED SPREAD r ALL RIGHTS RESERVED 5 ECT I ON CONC. PIERS ON 3 FOOTING FOOTINGS. I'-0" . .��' THESE PLANS ARE AN INSTRUMENT OF CC FOOTINGS. j/y SERVICE AND ARE THE PROPERTY OF SCALE: 1/4"=1'-0" THE ARCHITECT. INFRINGEMENTS WILL /w, BE PROSECUTED. I®I w ^j • r 1 RIDGE VENT 4w ISI RIDGE VENT RIDGE VENT 2"x 10"RAFTERS@ I G"O.C• /" �. 2"xG"RAFTERS@ I G"O.C. \ ` 12 R-30 INSULATION i O„ 10-112 R-30 INSULATION r DIMENSIONAL ASHALT SHINGLES �l2"xG" @I 6"O.C. STUD \ F CLIENT/OWNER �S FRAME WALL WITH 1 �s OVER 301b. BUILDING PAPER " 12 R K CDX RATED PLYWOOD CDX PLYWOOD RATED / x I ` o / rrx N FA E IN LATI N SHEATHING AND 301b. ` SHEATHING. % �\ \ ` c BUILDING PAPER AND SIDING AS INDICATED 'rPk w i Lin WAINSCOTING —1 ON ELEVATIONS. �I KORNMAN R-19 BATT \ \ WITH C AIRRAILTO � \ `_� RESIDENCE INSULATION � ' '� R-19 BATT 3G"P// rte, \/ R-30 UNDER 2"xG"@ 16"O.C. INSULATION A BAY HOME RD. DIMENSIONAL ASHALT i" � ry = ACQ JOISTS WITH BATH RO M gyp, E L D SHINGLES OVER ICE BAFFLES. (-' 4"x4" MAHOGANY DIMENSIONAL ASHALT N O Ie SOUTI-10LD, NEW YORK WATER BARRIER. DECKING. SHINGLES OVER ICE B I"xG" BASE o- WITH TOP I�1 - WALK-IN WATER BARRIER. SHOE 1 2CLOSET d - t0 G, 12 t MOULDING. 1� 3 X6"cc 6 -I I 3 FLUSH GIRDER .: xI G11077 S LID AZEK -2 1� ACCOUSTIC 3 2"SPRUNG MIA PROJECT TITLE INSULATION I NEW � C WAINSCOT MDF WAINSCO CEILING EXISTING NEW „ SOFFIT x PANELS WITH TTENS CROWN ON POWDER w I x4 BATTEN. CONCELLING JOINTS. (3)2" 8 ACQ PORCH, DECK ROOM , GARAGE 2 N D �gx4 WAINSCOTING FAMILYROOM WITH "x AZEK COLUMNS TO WITH CHAIRRAIL TO NEW i U ACCOUSTIC \ (v CLAD ING. REMAIN. 3G"H. MECH. ROOM INSULATION STORY RENOVATION Cz"GYP.BD. • I"xG"BASE WIT OP SHOE E MOULDIN BASE WIT OP TAPED 5PACKLED t LL `r SHOE MOULDI I FAINTED. 1^�I � I SII � w DRAWING TITLE 'A� A/'� . r R-30 ROXUL 9-112' TJI 2 30@ 1 G"o.c. R-30 ROXUL 9-1/2"TJI 230 @ I G"o.c. INSULATION 27H RA 5LAE INSULATION EM M SECTIONS I�I • •� �271-1. RAT SLAB I� 5 E C T 1 0 N 8'TH. FOUNDATION WALLS I G"SQ.CONC. CONTRACTOR TO CHECK DATE SCALE 8TH. FOUNDATION WALLS ON 2'-O"x I'-0"D POURED BLOCK PIER ON DEPTH �CONDITION OF 1/4"=1'-0" I G"SQ.CONC. ON 2'-0"x 1'-0"D POURED CONC. FOOTING. 3'-0"x3'-0"x I'-O" EXISTING FOUNDATION AND SCALE: 1/4"=P-0" BLOCK PIER ON 31-0"x3'-0"x P-0" CONC. FOOTING. FOOTING. FOOTINGS. ✓ ISSUE FOOTING. r JAN.12, 2012 SECTION M DRAWING NO. SCALE: 114"=1.-0" 17 Iel • O _�. REF. NO, i t -qtr I 109 I 2 3 4 5 G 7 8 9 10 II 12 13 14 15 IG 17 ISSUES/REVISIONS 43. PROVIDE ALL LABOR, MATERIALS,TRANSPORTATION, NAILING SCHEDULE RI D G E EQUIPMENT AND SERVICES NECESSARY TO PROVIDE A RE51 DENTI AL GENERAL NOTES HVAC SYSTEM TO HEAT AND COOL THE LIVING SPACES (PER AF* PA AMERICAN WOOD COUNCIL WFCM FOR 1 AS REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN, ONE AND TWO FAMILY DWELLINGS 1995 SBC HIGH WIND EDITION) RIDGE TENSION STRAP I . THI5 PROJECT 15 CONSTRUCTION OF AN ADDITION AND RENOVATIONS OR REASONABLY IMPLIED AS NECESSARY TO COMPLETE JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING TO AN EX15TING FAMILY RESIDENCE, CLA551FIED AS R-3. THE WORK. v 2. THE HEIGHT OF THIS BUILDING AS DEFINED BY THE 44. PROVIDE ALL LABOR, MATERIALS,TRANSPORTATION, ROOF FRAMING EUIPMENT, AND SERVICES NECESSARY TO COMPLETE ALL 3 PER RAFTER RESIDENTIAL GODS NEW YORK STATE 15 19'-6". RAFTER TO TOP PLATE (TOE-NAILED) THE FLOOR AREA IS 743.2 5Q.FT. FORTHE EXISTING FIRST MOOR, NEW PLUMBING WORK REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN, OR REA50NADLY IMPLIED AS CEILING JOIST TO TOP PLATE (TOE-NAILED) 3 PER JOIST i AND 328.5 5Q.FT FOR THE NEW SECOND FLOOR. NECESSARY TO COMPLETE THE WORK. CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP 3. THE TYPE OF CONSTRUCTION 15 TYPE V(B). 45. ALL FIXTURES, FAUCETS, ACCESSORIES, ETC. SHALL CEILING JOIST LAPS OVER PARTITION ((FACE-NAILED) 3 EACH LAP M 4, ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE ?-010 CONFORM TO THE NEW YORK STATE ENVIRONMENTAL RIDGE STRAP(EACH END) 2 PER TIE RESIDENTIAL CODE OF N.Y.S. AND THE AF* PA WOOD FRAME CNSERVATION LAW WITH REGARDS TO WATER SAVING BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END RIDGE RD CONSTRUCTION MANUAL 1995 55CHIGH WIND EDITION AND CON5EVATION. ALL FIXTURES SHALL BE ON THE RIM BOARD TO RAFTER(END-NAILED) 2-1 Gd EACH END 5. ASSUMED SOIL BEARING CAPACITY. 1,500 Ib./5c1,Ft. APPROVED "LIST OF CERTIFIED WATER SAVING PLUMBING WALL FRAMING • G. CONCRETE TO BE PLAIN, UNREINFORCED, 3,000 psi. - 28 DAY TEST. FIXTURES"AS PUBLISHED BY THE NEW YORK STATE 7. ALL FOOTINGS TO REST ON UNDISTURBED SOIL MIN. 3'-0" BELOW GRADE. DEPARTMENT OF ENVIRONMENTAL CONSERVATION. TOP PLATE TO TOP PLATE (FACE-NAILED) 2-1 GcI PER FOOT OPED SEAT TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-16d JOIST EA.SIDE 8. DESIGN LOAD CALCULATION ARE BASED ON: 4G. ALL WORK ON THE PLUMBING SYSTEM SHALL BE LIVE LOAD: AS PER TABLE R301.4, RESIDENTIAL CODE OF tgFW YORK STATE. PERFORMED BY OR UNDER THE SUPERVISION OF A STUD R STUD (FACE-NAILED) 2-I Gd I G"O.C. JOIST HANGER. HEADER TO HEADER(FACE-NAILED) 16d I G"O.C.ALONG EDGES WOOD BEAM PER WFCM SBC TABLE 2.4 �I DEAD LOAD: CALCULATED AS PER R301 .3 AS PER RCNYS. PROPERLY LICENSED MASTER PLUMBER. UPON PROVIDING G EA. 8D COMMON NAILS vr^ SNOW LOAD: 45 PSI GROUND SNOW LOAD (AS PER FIG. 8301 .2(5) RCNYS. COMPLETION, THE PLUMBER SHALL PROVIDE A SOLDER TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-1 6d,3-I Gd,4-16d PER 2x4, 2xG, 2x8 RESPECTIVELY RIDGE IN EACH END OF 1-114" 20 GAGE STRAPS SEISMIC DESIGN CATAGORY B. CERTIFICATE AS REQUIRED BY THE TOWN OF SOUTHOLD. BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 1�1 47. THE CONTRACTOR SHALL OBTAIN, SUBMIT, AND PAY FOR END JOIST OR BLOCKING (FACE-NAILED) 2-1 Gd PER FOOT FOR 120 MPH FASTEST WIND SPEED. ION WIND UPLIFT AND EXPOSURE CATAGORY "C", FOR 120 MPH 3 SECOND GUST. ALL PERMITS, CERTIFICATIONS, LICENSES AND FLOOR FRAMING LOCATION LIVE DEAD DEFLECT LIMIT INSPECTIONS ASS REQUIRED BY LOCAL, STATE, AND CR055 5ECTI O N END VIEW FEDERAL AUTHORITIES, AND ANY OTHER APPLICABLE JOIST TO SILL, TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER JOIST • 15t FI. 40 LB 12 U360 JURISDICTION. BRIDGING TO J015T(TOE-NAILED) 2-8d EACH END 2nd FI. (SLEEP AREA) 30 LB. 12 U3GO 48. FURNISH ALL LABOR, MATERIALS, EQUIPMENT, PLANT, BLOCKING TO JOIST (TOE-NAILED) 2-8d EACH END ATTIC (NON STORGE) 20 LB. 10 U3G0 TOOLS, AND SERVICES NECESSARY AND REQUIRED FOR BLOCKING TO SILL OR TOP PLATE (FACE-NAILED) 3-1 Gd EACH BLOCK I ROOF 20 LB. GROUND SNOW 15 Lb- L/3GO PROPER AND COMPLETE INSTALLATION OF ALL NEW LEDGE STRIP TO BEAM (FACE-NAILED) 3-1 Gd EACH J015T A 9. ELECTRICAL WORK TO CONFORM TO RESIDENTIAL CODE OF NEW YORK STATE ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING, J015T ON LEDGE TO BEAM (TOE-NAILED) 3-8d PER J015T POO AND THE NATIONAL ELECTRIC CODE, AND ANY APPLICABLE LOCAL CODES. BUT NOT LIMITED TO: CONNECTIONS TO PREVIOUSLY BAND JOIST TO JOIST (END-NAILED) 3-1 Gd PER JOIST r 10. PROVIDE SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS INSTALLED ELECTRICAL SYSTEMS, WIRING, LIGHTING, BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-1 Gd PER FOOT SERVICES, FEEDERS, DISTRIBUTION AND PROTECTION EQUIPMENT, CONNECTIONS TO APPLIANCES, ROOF SHEATHING SHALL BE PROVIDED AS REQ'D BY CODE. ABLE 3.8) POP GROUNDING, AND ALL INCLUDING ALL CONNECTIONS AND STRUCURAL PANELS Sd I I . ALL F-XP05ED WATER PIPING AND/OR HEATING DUCTS TO BE INSULATED. DEVICES WITHIN THE SCOPE OF THE WORK AS SHOWN DIAGONAL BOARD SHEATHING o I1 12. ALL CONSTRUCTION 15 TO BI"xG" OR I"x8" 2-8d PER SUPPORT E IN ACCORDANCE WITH PREVAILING CODES ON THE APPLICABLE DRAWINGS AND AS NORMALLY oPIER° AND STANDARDS. SPECIFIED IN THIS TYPE OF PROJECT AND INCLUDING I"x 10" OR WIDER 3-8d PER SUPPORT 13. ALL WINDOWS TO BE THERMAL INSULATED LOW-E GLASS, WITH ARGON GAS. CONNECTIONS TO PREVIOUSLY INSTALLED TRANSFORMERS AND ELECTRICAL DITRIBUTION CEILING SHEATHING \ • 14. THE ARCHITECT ASSUMES NO RESPOSIBILITY FOR THE CONSTRUCTION SYSTEMS. GYPSUM WALLBOARD 5d coolers 7"EDGE/ 10" FIELD MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR 49. AL WORK SHALL CONFORM TO THE REQUIREMENTS OF SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITI-1 THE WORK. THE 2007 ELECTRICAL CODE OF NEW YORK STATE, THE WALL SHEATHING THERE ARE NO WARRANTIES, NOR ANY MEKCHANTI131LITY OF FITNESS NATIONAL ELECTRICAL CODE, NEPA NO, 70-1984 (NEC), 5TRUCURAL PANEL 8D (TABLE 3.9) FOR A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE LOCAL UTILITY STANDARDS, OCCUPATIONAL SAFETY AND FIBERBOARD PANELS AI PLANS. HEALTH CAT (OSHA), THE NATIONAL ELECTRICAL 7/1 G" GD 3"EDGE/G" FIELD C 15. CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE 5TARTiN6 CONSTRUCTION. MANUFACTURERS'ASSOCIATION (NEMA)AND ANY OTHER 25/32" 8D 3"EDGE/G" FIELD APPLICABLE CODES. IN THE EVENT OF CONFLICT,THE GYPSUM WALLBOARD 5d coolers 7"EDGE/ 10" FIELD ►" DO NOT SCALE DRAWINGS. FOLLOW DIMENSIONS ONLY. MORE STRINGENT REQUIREMENTS WILL APPLY. HARDBOARD 8d (TABLE 3.9) 50. ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL PARTICALBOARD PANELS 8d I�1 16. CONTRACTORS) SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT (TABLE 3.9) BEAR THE UNDERWRITERS LABORATORIES, INC. LABLEL A ^ SHOWN,LISTED, OR DESCRIBED ON THESE DRAWINGS SUBJEG`r TO DIAGONAL BOARD SHEATHING PROVIDE 8x 8d COMMON NAILS IN EACH END OF I-I/4"x BE SUITABLE FOR THE ENVIRONMENT IN WHICH 20 GAGE STRAP FOR LATERAL/SHEAR CONNECTION QUALIFICATIONS, CONDITIONS, OR EXCEPTIONS AS NOTED. CONTRACTOR AND I NG"OR I"x8" 2-8d PER SUPPORT I®1 SHALL FURNISH ALL LABOR, SCAFFOLDING, AND TOOLS NECE05ARY TO THEY WILL BE INSTALLED. I"x 10" OR WIDER 3-8d PER SUPPORT AT RAFTER WALL CONNECTION (TABLE 3.38)WFCM-1995 r COMPLETE THE WORK. 51. ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE 17. CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REIMOVAL PERFORMED BY OR UNDER THE SUPERVISION OF A FLOOR SHEATH I NG FOR 120 MPH FASTEST WIND SPEED. NOV.18, 2010 OF EXISTING WORK AND/OR INSTALLATION OF NEW WORK. PROPERLY LICENSED MASTER ELECTRICIAN. STRUCURAL PANELS � • 18. ALL NEW WORK SHALL MATCH AND MEET FLUSH TO EX15TING'WORK 52. THE CONTRACTOR SHALL OBTAIN, SUBMIT, AND PAY FOR I" OR LE55 8d G"EDGE/ 12" FIELD ALL PERMITS, LICENSES AND INSPECTIONS AS REQUIRED AS CLOSELYAS POSSIBLE UNLESS OTHERWISE NOTED. GREATER THAN I" I Od 6"EDGE/6" FIELD 19. ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH BY THE LOCAL, STATE, AND FEDERAL AUTHORITIES, AND DIAGONAL BOARD SHEATHING MANUFACTURER'S REQUIREMENTS AND SPECIFICATIONS. ANY OTHER APPLICABLE JUR15DIC�ION. I"xG" OR I"x8" 2-8d PER SUPPORT �I�1 ©20 I 0 53. CARBON MONOXIDE DETECTORS 5HALLBE DIRECTLY ALL RIGHTS RESERVED 20. CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS, APPROVALS CONNECTED TO THE LIGHTING CIRCUITS WITH NO I"x 10" OR WIDER 3-8d PER SUPPORT AND CERTIFICATE OF OCCUPANCY. � 21 . CONTRACTOR SHALL DEMOLISH PARTS OF EXISTING ROOF A`3 NECESSARY, INTERVENING WALL SWITCH. LINE CORD-CONNECTED, THESE PLANS ARE AN INSTRUMENT OF AND REMOVE DEBRIS. DIRECT PLUG-IN, AND BATTERY POWERED ALARMS ARE j/M SERVICE AND ARE THE PROPERTY OF 22. F-XI51TNG STRUCTURE AND INTERIOR5 TO REMAIN SHALL BE PROTECTED NOT ACCEPTABLE. ALARMS SHALL BE INSTALLED ON CLIMATIC AND GEOGRAPHIC CRITERIA THE ARCHITECT. INFRINGEMENTS WILL AS NECE55ARY DURING DEMOLITION AND CONSTRUCTION. EACH LEVEL ON WHICH SLEEPING QUARTERS ARE GROUND SNOW LOAD 20 P5F (PER FIG. R301.2 (5) RCNY5) M BE PROSECUTED. Ivl 23. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL LOCATED. WIND SPEED 120 MPH (PER FIG. R301.2 (4) RCNYS) NOTIFY ALL UTILITIES AND TELEPHONE SERVICES AND MAKE ArRANGEMENTS FOR 54. SMOKE DETECTORS IN CONFORMANCE WITH THE SEISMIC DESIGN CATAGOKY B (PER SECT. R301 .2(2) RCNY5) FLOOR �A CAPPING HOOK-UP, REMOVAL, OR OF EQUIPMENT AS NECESJARY. ELECTRICAL CODE OF NEW YORK.STATE AND THEomk 24. PROVIDE ALL LABOR, MATERIALS,TRANSPORTATION, EQUIPMENT AND RESIDENTIAL CODE OF NEW YORK STATE,THE NEPA WINTER DE51GN TEMP I I°F (PER TABLE N 1 101.2) J015T NATIONAL FIRE ALARM CODE NO72FLOOD ZONE ( N/A ) (PER FEMA MAP) . -1993 SHALL BE ^j SERVICES NECESSARY TO COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED FROST LINE DEPTH 30 BY THE DRAWINGS AS SPECIFIED HEREIN, OR REASONABLY IMPLIED AS PROVIDED OUTSIDE EACH SEPARATE SLEEPING AREA, IN NECESSARY TO COMPLETE THE WORK. EACH 5PLEEPING AREA, AND ON -ACH FLOOR LEVEL. WEATHERING PROBABILITY SEVERE (PER FIG. 8301 .2(3)RCNY5) 25. FASCIAS, 50FFIT5 AND EXTERIOR TRIM SHALL MATCH EXISTING. DESIGN LOAD CALCULATIONS UNIFORM LIVE LOADS • 2G. INTERIOR TRIM SHALL MATCH EXISTING. ROOMS OTHER THAN SLEEPING 40 PSI (PER TABLE 301.5 RCNYS) 27. FRAMING ELEMENTS: SLEEPING ROOMS 30 PSI (PER TABLE 301 .5 RCNY5) r Z A. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- ATTICS WITH LIMITED STORAGE 20 PSI (PER TABLE 301.5 RCNYS) LARCH STRUCTURAL GRADE N0.2 OR BETTER. ATTICS WITHOUT STORAGE 10 PSI PROVIDE 8x 8d COMMON NAILS IN EACH END OF 1-1/4"x � B ALL SHEATHING TO BE APA RATED, EXPOSURE 1, THICKNESS AS INDICATED. STAIRS 40 PSI (PER TABLE 301.5 RCNY5) 20 GAGE STRAP @ROOF TO WALL, WALL TO WALL, AND C ALL SUB FLOORING TO BE APA RATED 5TURD-I-FLOOR., EXPOSURE 1, WALL TO FOUNDATION CONNECTIONS (TABLE 3.38) � ON 3/4" MIN. THICKNESS. Q FOR 120 MPH FASTEST WIND SPEED. D ALL HEADERS G'-0"AND OVER SHALL BE SUPPORTED WITH DOUBLE 9'-2" y 0-2" y 3'-2" UPRIGHTS, 9'-0"AND OVER WITH TRIPLE UPRIGHTS. ALL-HEADERS SHALL y11 Ilk o BE A MIN. OF (2)2"x8" OR AS SHOWN ON DRAWING. 9" y 1 1" y 1 1" y 1 1" y I I" y 1 1" y 1 1" y I I" y 1 1" y 12" y y 9" y I I" y I I" y I I" y I I" y I 1" y 9" y 9" 9" Q" 10" E SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR _ _ BEAMS AS PER N.Y.5. CODE OR AS NOTED @ 8'-0"O.C. MIN.. (- PROVIDE 2"SPACE FOR AIR CIRCULATION IN ROOF. co co F DOUBLE FRAMING AROUND ALL OPENINGS (SKYLIGHTS, STAIRS, ETC.) i f OR AS NOTED ON DRAWINGS. N ( N c\1 CLIENT OWNER / G DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL.PARTITIONS OR _ IFLOOR I I AS NOTED ON DRAWINGS. H ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED _ - I - I JOIST t� GALVANIZED METAL CONNECTORS BY"51MP5ON" OR APPROVED EQUAL. N N N TIA I NAILING SCHEDULE SHALL BE AS PER N.Y.S. BUILDING(CODE AS A MINIMUM. I KORNMAN ALL 2NG"STUDS SHALL RECEIVE 5 1 Od NAILS AT SILL AND PLATE. N I N I N ALL EXTERIOR NAILS SHALL BE GALVANIZED, a a';' ' , a. r� RESIDENCE J PLYWOOD SHEATHING TO BE NAILED 8d NAILS @ 4"O.C. EXTERIOR EDGES '' '. • � BAY HOME RD. D AND Gd NAILS @ 12"O.C. INTERMEDIATE. o _N;_ Q Q Or A� K ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTEE) BY OWNER. - - _ _ - _ a e. ; ' �� SOUTHOLD, NEW YORK O a2 O L ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH N N N r , GALVANIZED HURRICANE TYPE CONNECTORS BY"SIMP�iON"OR APPROVED •, ,..•., EQUAL. FOR TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE CLIPS AT ALL 4 PERIMETER JOISTS TO GIRDER CONNECTIONS. _ 28. PROVIDE 7/1 G" TH. PLYWOOD PANELS PRECUT TO FIT OVER NEW WINDOWS AND 11 N NN DOORS. PANELS TO BE LABELED FOR EACH OPENING. PROVIE)E FASTENERS IN - - - ACCORDANCE WITH TABLE 1609. I.4 BLDG. CODE OF NEW YORK STATE. N - N ° a ° 9 O R.O. N 6'-0 R.O. 3 0'R.Q. UPLIFT CONNECTIONS Ao 29. LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. - _ - _ - _ _ J �- -_ -_ __._ - __ - -_ - _ - _ _i I__ ___ _- __ ____ - J 1®I PROJECT TITLE 30. CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH AN51/AF A PA WCFM-1995. ISI (SEE NAILING SCHEDULE) (1) WFH9OG8 (1) WFHGOG8 (1) 3'-0"xG'-8" 3 1. FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL BE EPDM OR APPROVED RUBBERIZED MEMBRANE. C 0 N N E C T I 0 N 5 D E T A I L BE 2ND 32. FLASHING AT ROOF CONNECTIONS, VALLEYS, CHIMNEYS r STORY RENOVATION AND CRICKETS SHALL BE ALUMINUM. y 1 2'_2" y y 3'-0 1/4" y 2'-10 1/41, 3'-0 1/4" y SCALE: I/2"=I'0" • 33. STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS r OF SLOPED AND VERTICAL SURFACES, EXCEPT STEP y 9" y I I" y I I" y I I" y I I" y I I" y I I" y I I" y I I" y 1 2" y 1 2" y l 2" y l 2" y y I I" y 1 3 1/8"y I I" y y I I" yl I i/8"y I I" y y I I" y 13 1/81,y I I" y • FLASHING AND COUNTER-AND CAP- FLASHING SHALL BE I�1 USED AT INTERSECTION OF ROOF AND CHIMNEY, AND - - - - - - - - - - - - - - - - - - - - - - - - DRAWING TITLE ROOF AND WALLS. ca - ON 34. INSULATION SHALL BE BATT INSULATION OF THICKNESSLn INDICATED ON THE DRAWINGS AND SHALL BE 2-Y2 LB. r;, GENERAL NOTES DENSITY FIBER-GLASS BATTS CONFORMING TO THE N y 2'-10" y y 2'-7" y 2'-7" y 2'-2 I/4" y WINDOW PANELS SPECIFICATIONS FOR PRE-FORMED FIBROUS GLA55 N 'f 'I 11 INSULATION. NAAMM STANDARD 51, Ib-70. - cn y I I y I I y I I ,, y I I ' 77/8'y I1 y y 11 77/8'y 11 �2911G'�29/IGy NAILING SCHEDULE 35. INTERIOR DOORS SHALL MATCH EXISTING. Q Fq - 36. NEW HARDWARE SHALL MATCH EXISTING. N °L O - �� - - - - - 37. GYPSUM BOARD SHALL BE EASED EDGE TYPE, O v� r CONNECTION DETAILS CONFORMING TO ASTM C3G, AND SHALL BELn N m - N I 1 B SHEETROCK 5W' BY U.S. GYPSUM CO. OR APPROVED N _ ii) v 2'-0 I/8" R.O. /� DATE SCALE EQUAL. GYPSUM WALLBOARD THICKNE55 SHALL BE Y2". - O 38. ALL NEW AND REPAIRED GYP. BOARD SHALL BE TAPED = p m I O = c\1 0 I L_ - - w AS NOTED AND 5PACKLED THREE (3) COATS. ALL EXTERIOR O n2 = _ I - N t` w ISSUE CORNERS SHALL HAVE METAL CORNER BEADS. `� ctJ 2-8 I/8" R.O. m N N co m 'f? 39. CERAMIC TILE FLOOR SHALL BE SELECTED BY OWNERS co N 2'-10 1/8" R.O. _ iv 'n = � JAN.12, 2012 AND INSTALLED WITH THIN SET ADHESIVE. I - - - - m 2'-10 I/8" R.O. N 'n N o m (2)AN281 40. EXTERIOR PAINT SHALL BE LATEX ACRYLIC BY BENJAMIN m L J m _ - 2-4 7/8 R.O. � DRAWING NO. MOORE OR APPROVED EQUAL, APPLIED IN ACCORDANCE - (7)WDH2G4G L - - - - - -� L _ _ J M WITH MANUFACTURER'S SPECIFICATIONS AND (3) WDH28410 #8 WOODSCREW N 2-4 7/8 R.O. • RECOMMENDATIONS. COLOR TO BE SELECTED. N PANEL DESIGN BASED ON I OG9.I 2'-8" R.O. MSI 41 . EXISTING INTERIOR WALLS AND CEILINGS SHALL BE - 12'-0" R.O. ROUGH (G) WDH2852 It BUILDING CODE OF NEW YORK STATE. - (1) CW 135 CLEANED AND REPAINTED. NEW WALLS AND CEILINGS - - - - - - - OPENING 2-I/2"#8 WOOD SCREWS - - - - SHALL BE SEALED AND PAINTED. PAINTING SHALL BE TWO PANEL (3) GW 14 (2) COATS BENJAMIN MOORE AQUA PEARL LATEX PINTED, @ 1 G O.C. MAX. pm COLOR TO BE SELECTED . (I) WFG 12068-4 PANEL 5 I Z E5 7/1 G" PLYWOOD PANELS (2) CX 145 42. INTERIOR TRIM SHALL BE SANDED SMOOTH, PRIMED, IF SPAN OF PANEL 15 OVER G'-O" USE SCREWS @ 1 2"O.C. AND FINISHED WITH TWO (2)COATS BENJAMIN MOORS LATEX ACRYLIC SEMI-GLOSS PAINT . 1/2"= 1'-0" ". y'_. :;,•,.,:'; REF. NO. _ I 2 3 4 5 6 7 8 9 10 1 1 12 13 14 15 16 17 ISSUES/REVISIONS �l �A r� K M r • 1 � J r FRONT ELEVATION I RIGHT SIDE ELEVATION I 5CALE:M4'-I'-0' ('�I GARAGE 51DE 5CALE:u4°-I'-C" A I A • 1 A NOV.18, 2010 pw ©201 0 ALL RIGHTS RESERVED THESE PLANS ARE AN INSTRUMENT OF __ / SERVICE AND ARE THE PROPERTY OF I ; ' A� THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED. pm n III ❑ ED, ❑ LE REAR ELEVATION I LEFT 51DE ELEVATION SCALE:M4-1-D' I GARAGE SIDE 5CALEu4'-1'-O ANw t Ask 1�1 d � CLIENT/OWNER f s l� rN mw KORNMAN RESIDENCE A A BAY HOME RD. Poo 50UTHOLD, NEW YORK ` ME �' DP 2 3 POO- 5=33' I®I PROJECT TITLE LIVING ROOM LIVING ROOM BFLOW v r CLOSET STORAGE FLAT CIG GARAGE � 2ND 6� UNDER HT-5' PI ATF HT STAIRWAY .� STORY RENOVATION MASTER BEDROOM Pop ————————LINE OF BALCONY ABOVE MASTER 13 nTKOOM DOWN ——— BEDROOM BALCONY FLK TO FLR-8'-2-112' T 1 CLG MT.-7'-G" SLOPE DOWN CLG HT.-7'-7' d ———————————————— • CLO`ET FIREPLACE n 5=TSP RID/'E HT-7'_I" EXHAD5T — —— FLAT CLG.MT-7�2"— GARAGE SLOPE DOWN ————————————————— FAN � DRAWING TITLE PLATE nT=i-O' STORAGE ROOM ENTRY FOYCK ` LAUNDRY ROOM BATHROOM BEDROOM BEDROOM LA KITCHEN DINING ROOMEX 15T I N G � Ir CGL MT-7'-5' A —I TUB —SLOPE DOWN I- "'� BAm SLOPE PLANS ELEVATIONS N I I I I I I M Dowty 1 I I I I I PLATE HT-4'-O' PO I I �----------i /'I DATE SCALE r AS NOTED GROUND FLOOR �1 SECOND FLOOR 2 r ISSUE JAN.12, 2012 5CALE-114-1'-0" A I 5CALE 1/4"=1'-O' A l I� DRAWING NO. M A • lREF. NO. wall 1109 I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 1 6 17 ISSUES/REVISIONS ^i ,A K 2Sx3G N 5=33" I LIVING ROOM BELOW r J 1�1 Poo FLAT CLG. HT.=5'-9" s P H - '-Q'_ ––––––––––––––––––––––––––––––––––––– M�sl A� — � DOWN � ------------------------------------, I!®I BEDROOM BALCONY FLR TO FLR = 5'-2-112" I r SLOPE DOWN CLG.HT.= 7-7" I FLAT CLG. HT.=7'-2" H PER 1 1 RIDGE HT.=T-1" EXHAUST SLOPE DOWN =] FAN I PLATE HT.=4'-0" STORAGE ROOM I I B BEDROOM ATHROOM I � CGL HT.=7-5 i I A mill SLOPE 'U13 SLOPE DOWN DOWN –––––––––––––––––––––––––––––––––––– G wo PLATE HT.=4'-0" Tok DE M O L I T I O N I L AN INDICATES WALLS TO BE DEMOLISHED NOV.18, 2010 INDICATES EXISTING WALLS TO REMAIN SECOND E L O O L__________J (02010 2 A ALL RIGHTS RESERVED SCALE: 1/4"=P-0" D I THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF r� THE ARCHITECT. INFRINGEMENT5 WILL M BE PROSECUTED. �A AW Now ^j s %w UP _ r TO REMAIN I rOi I I I CLIENT!OWNER II II I LIVING ROOM =___�__�-- i IrPk 11 , rall —I 5" 5TEP6 I w I I � / I I � KORNMAN CLOSET STORAGE II / I I , RE5IDENCE UNDER ve STAIRWAY j l I i A BAY HOME RD. D -– MASTER BEDROOM I I I i Ao 50UTHOLD, NEW YORK — WSW LINE OF BALCONY ABOVE I Jno MASTE BATHROOM I I I I I�1 141 - EXISTING GARAGE AND ENTRY FOYER TO BE DEMOLISHED BACK TO I CLG.HT.=7'-G" i i TOP OF FOUNDATIONS. MR CLOSET FIREPLACE JI - SLAE TO BE REMOVED. dI ® 5"STEP I i - CONTRACTOR TO CHECK DEPTH I �j CONDITION OF EXISTING I ow PROJECT TITLE I FOUNDATIONS. I I I ~ GARAGE 2ND ENTRY FOYERI I I I i STORY RENOVATION BEDROOM LAUNDRY ROOM I II II r KITCHEN \,)7 DINING ROOM GARAGE moll BATH DRAWING TITLE I � I I r � ►` ----------- --------------- DEMOLITION PLANS TO REMAIN - –_ ------ MW D E M 0 L I T 1 0 N FLAN TO REMAIN III \;=>< EXISTING WINDOWS * EXTERIOR DOORS "" ----------� y_===—= �I DATE SCALE G R O U N D F I L 0 0 R INDICATES WALLS TO BE DEMOLISHED TO BE REMOVED (EXCEPT A5 NOTED). I/4" I � ISSUE D I INDICATES EXISTING WALLS TO REMAIN JAN.12, 2012 SCALE: 1/4'=1'-0" POO M DRAWING NO. Im ON 4"D goo PER pAwo REF. NO. ,2 1 109 10 II 12 13 14 15 16 17 ISSUES/REVISIONS ^i T, P-4 PEN 1^ 1� K M s .w V J I 1®1 SD / SD SD SD17 — — — \ \ \ • COO PAZ SD / ` 1 GFI22�Glff)l \$ROWER/ pm"- 4w _ NOV.15, 2010 GFI it �/ • C2010 ALL RIGHTS RESERVED F THESE PLANS ARE AN INSTRUMENT OF S E C O N D I L 0 0 R SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL M BE PROSECUTED. ELECTRICAL L.__________J 2 'A EXISTING TO REMAIN SCALE: 1/4"=I'-0` L NEW AS INDI SATED • r BRICK PATIO CLIENT/OWNER f WP � EXT. WP EXT. ON KORNMAN RESIDENCE pm BAY NOME RD. D 4D � 50UTNOLD, NEW YORK i moll SD / Cod SD / — — —•— / 1 M4 PROJECT TITLE \ CO / ❑ I GARAGE 2ND / s STORY RENOVATION r , � r � DRAWING TITLE ELECTRICAL PLANS D D PAZ E301 DATE SCALE r qp — ® ISSUE r G F, 0 V N D 1 L 0 0 I \ — — — ' // WP / JAN.12, 2012 DRAWING NO. A ELECTRICAL 42 - � SCALE: 1/4"=1'-0" EXISTING TO REMAIN SINDICATED - A � NEW REF. NO. 1 109