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HomeMy WebLinkAbout48328-Z ;�"FFoI;;eoG`% Town of Southold 11/27/2023 a y P.O.Box 1179 H 53095 Main Rd W�y,�j�1pp� 1r Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44770 Date: 11/27/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 675 Private Rd#12, Southold SCTM#: 473889 Sec/Block/Lot: 87.-4-7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/9/2022 pursuant to which Building Permit No. 48328 dated 9/23/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations to existing single family dwelling as applied for. The certificate is issued to Drummond,Robert&Donna of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-0014 4/17/2021 ELECTRICAL CERTIFICATE NO. 48328 11/20/2023 PLUMBERS CERTIFICATION DATED 10/28/2023 iam Grem r ut 0 ize Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT a TOWN CLERK'S OFFICE 0 Woh 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#: 48328 Date: 9/23/2022 Permission is hereby granted to: Drummond, Robert 106 Centre Ave East Rockaway, NY 11518 To: construct additions and alterations to existing single-family dwelling as applied for per DEC NJ letter and final SCHD approval with flood permit. At premises located at: 675 Private Rd #12, Southold SCTM # 473889 Sec/Block/Lot# 87.-4-7 Pursuant to application dated 8/9/2022 and approved by the Building Inspector. To expire on 3/24/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $412.00 Flood Permit $100.00 CO-ADDITION TO DWELLING $50.00 Total: $562.00 Building Inspector OF SO!/r�Ql 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road en P.O.Box 1179 sean.devlin town.Southold.ny.us Southold,NY 1 1 97 1-0959 '� cou BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Robert Drummond Address: 675 Private Rd #12 city:Southold st: NY zip: 11971 Building Permit#: 48328 Section: $7 Block: 4 Lot: 7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Promaster Electric License No: 59226ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor X Hot Tub Addition X Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt $ Ceiling Fixtures 6 Bath Exhaust Fan 1 Service 3 ph Hot Water. GFCI Recpt Wall Fixtures 4 Smoke Detectors 1 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 16 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Ceiling Fan 1 Combo Smoke/CO 2 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors 1 Disconnect 1 Switches 1$ 4'LED Exit Fixtures Sump Pump Other Equipment: Mini Split Notes: Finished Room Over Garage Inspector Signature: Date: November 20, 2023 S.Devlin-Cert Electrical Compliance Form Town Hall Annex Telephone(631)765-1802 54375 Main Road : Fax(631)765-9502 P.O.Box 1179 . Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD .CERT_IFICA.T.LO-N Date: Building Pe itNo. Q Owner: 1�i1 cr1/L �� Ilease print) . . )'lumber: �-=%��n�. - (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this day of 20 Notary Public,�'-�- at:VAII LINDA S MANNINO Notary Public,state of New York Registration No 4948506 yallfl ed n in Su folires ty /0 a7 . 0f 50(/1y0� - - --- ��, TOWN OF SOUTHOLD BUILDING DEPT. �o • �o �yco 631-765-1802 INSPECTION [ .,:] FOUNDATION 1ST [ ] OUGH PLBG. [ ] F NDATION 2ND [ INSULATION/CAULKING FRAMING / [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FIN ) [ CODE VIOLATION ] PRE C/O [ RENTAL RE ARKS: DATE INSPECTOR OF SOGIyO� -- # * TOWN OF SOUTHOLD BUILDING DEPT. courm� 631-765-1802 INSPEC ON [ ] FOUNDATION 1ST [ UGH PL13G. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] .FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: !�likA a6t2-' \/MT,lamtL l DATE h- V INSPECTOR IV SOUTyO� 75 - # TOWN OF SOUTHOLD BUILDING DEPT. couto, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: fD DATE -INSPECTOR SOUTyoID TOWN OF SOUTHOLD BUILDING DEPT. `yco 631-765-1802 E TI INSP N C O [ ] FOUNDATION 1ST [ ] ZROH PLBG. FOUNDATION 2ND [ ] ATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �L J DATE HA Y INSPECTOR �F SOUTyo�o * # TOWN OF SOUTHOLD BUILDING DEPT. °ycourm��'' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]XSULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE �0 ZOY — INSPECTOR Oki IID r�(� 6 75 ?f(V od-6 # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) NrELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE r [ ] RENTAL REMARKS: DATE `� �� INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS . b FOUNDATION (IST) -------------------------------- FOUNDATION (2ND) z 2 � OlAiktk o H ROUGH FRAMING& PLUMBING r\ Z JIM r INSULATION PER N.Y. STATE ENERGY CODE O 3 IV 3 ? rC m N r 4 FINAL ADDITION C MMENTS Ste' r Y i'3 7CL.4t (ZS E'le evf r Are c# /o`�/ ? / o b _ \rc\ �. _ X _ o Wro y � z �x H Ox d Qy gQFF04 ap� e4Gy� TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P:O: Box'1179 Southold,NY 11971-0959 �� • o�� Telephone.(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT; For office Use only PERMIT NO. Building Inspector: AUG'0 9 2022 Applications and forms must be filled out in their entirety.Incomplete BUII uAvU utN i applications will not be accepted. Where the Applicant is not the owner,an TOWN DFSOUTHOLD Owner's Authorization form(Page'2)shall be completed. Date:August 5;2022 OWNER(S)OF PROPERTY: Name:Robert and Donna Drummond SCTM=#1000-B7.4.7 - Project Address:675 Private Road,12, Sohithoid NY 11971' Phone#: Email• ` 631-876-5557 drummondnerdad@gmaiLcom Mailing Address:106 Centre Avenue, E..Rockaway NY 141518 CONTACT PERSON: Name:Robert Drummond Mailing Address: 106 Centre Avenue East Rockaway,NY 1=1518 Phone#:516-860-9738 [Email:drummondinerdad_ @gmaiLcom DESIGN PROFESSIONAL INFORMATION: Name: _ _ -,.Joseph Fischetti,_PE �, Mailing Address:1725 Hobart Road Southold, NY.1.1'971 .,Phone#:(516)-848-6764 - Erna�l;wingman@optonline,net CONTRACTOR INFORMATION: Name:, . . .___.Wilson_ Home.lmprQVeMentsQorp -- Mailing Address: 1450 Boisseau Avenue Southold NY 11971 Phone#:g31-9:03-0083 Email:wilsonhomeinprov@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition RAlteration ❑Repair-❑Demolition,' Estimated Costof,Project: ❑Other $ 'I DU,V"UU Will the lot be re-graded? ❑Yes iW No Will excess fill be remov, from,premises? ❑Yes R No 1 O�SufFet,rco TOWN OF SOUTHOLD—;BUILDING DEPARTMENT y Town Hall Annex-54375 Main Road P. O. Box 1179 Southold;NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 hMs://www.southoldtownny.gov BUILDING PERMIT APPLICATION INSTRUCTIONS&CHECKLIST • Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. • The work covered by this application, including land clearing/site work, may not be commenced before issuance of a building permit. • No building shall be occupied or used in whole or in part for any purpose whatsoever until the Building Inspector issues a Certificate of Occupancy: • Every building permit shall expire if the work authorized has not commenced within twelve(12), months after the date of issuance or has'not been completed within eighteen (18) months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the - interim,the Building Inspector may authorize, in writing,the extension of the permit for an additional_ 6 months. Thereafter, a new permit shall be required. ALL APPLICATIONS MUST BE SUBMITTED WITH THE FOLLOWING MATERIALS: ❑ Building Permit Application: Complete, signed and notarized. ❑A survey/site plan, drawn to scale at original size, showing the location of lot and of buildings on premises, relationship to adjoining'premises or public streets or areas and waterways. ❑Four"(4) sets of plans bearing the signature and original seal of a NYS licensed professional engineer or architect illustrating compliance with the Building Codes of New York State.. ❑Contractor's proof of insurance and Suffolk County license: • Certificate of Workers' Compensation Insurance (C105.2 or U26.3) AND a Certificate of Disability Benefits Compensation Insurance.(DB120.1) • Certificate of Liability.lnsu'rence **Note: Final Fees will be calculated by the Building Department using the fee schedule. Fees will be collected after the permit is written** ADDITIONAL DOCUMENTATION MAYBE REQUIRED AS IDENTIFIED BELOW: ❑Suffolk County Department of Health Services Approval (original copy) ❑Approval of the Zoning Board of Appeals,.Planning Board, and/or Historic Preservation Commission (if applicable) ❑Electrical Permit Application (FILED.SEPERATELY): Electrician must have an active license with Suffolk County ❑Flood Plain Development Permit Application (if applicable) ❑Southold Town.Trustees Permits may be required: If any work will be done within 100' of a tidal or fresh water wetland. ❑NYS D.E.C. Permits maybe required: If any work will be done within 300' of a tidal wetland or 100' of a fresh water wetland' Ell copy of ComCheck/ResCheck(if applicable) ❑1 copy of Manual J. Manual D and Manual S (if-applicable) ❑Utilization of truss/pre-engineered wood/timber construction form (if applicable) ❑Single and separate title search (if applicable) ❑Curb cut permit (NYS or Suffolk County form 239F) (if applicable) ❑Original signed Owners Authorization: if applicant is other than owner. 3 PROPERTY INFORMATION Existing use of property:Residential Intended use of property:Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Residential this property? ❑Yes @No IF YES, PROVIDE A COPY. @ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code.APPLICATION IS HEREBY MADE to the Building Department for the.issuance of a Building Permit pursuant to the Building Zone ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,' additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations,and to admit authorized inspectors on premises and in building(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):W,ISO M U g u na @Authorized Agent ❑Owner Signature of Applicant: Q D /� Date: ;e) /z/0 q, CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York SS: No.01 BU6185050 COUNTY OF ) oualified In Suffolk County Commission Expires April 14,2�3 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) . of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this /, � , �J ay of �f"G��C'L`-1�f— .20�0� Notary Public PROPERTY OWNER AUTHORUAT➢ON (Where the applicant is not the owner) i l� Robert Drummond residing at 106 Centre Avenue, E. Rockaway NY 11518 do hereby authorize Wilson M Uguna to apply on my behalf the Town of Southold Building Department for approval as described herein. 08/01/2022 Owner's Signature Date Robert Drummond Print Owner's Name 2 PROPERTY INFORMATION Existing use of property:Residential Intended use of property:Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Residential this property? 1]Yes @No IF YES,PROVIDE A COPY. @ Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code.APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described:The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal taw. Application Submitted By(print name)NIS0191 M Uguna @Authorizzed Agent ❑Owner Signature of Applicant: Date: C) CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York SS: No.01 BU6185050 COUNTY OF ) Qualified In Suffolk County Commission Expires April 14,23 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) _ of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this o�ay of �vt 20_0 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, Robert Drummond residing at 106 Centre Avenue, E. Rockaway NY 11518 do hereby authorize Wilson M Uguna to apply on my:n= Department for approval as described herein. 08/01/2022 Owner's Signature Date Robert Drummond Print Owner's Name 2 Suf Fat,r TOWN OF SOUTHOLD—BUILDING DEPARTMENT x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy�o ao�� Telephone(631) 765-1802 https://www.southoldtownngov Floodplain Development Permit Application PROPERTY INFORMATION: Flood Zone:AE6 FIRM Panel: SCTM#1000-87-04-007 Address:675 Private Road 12 (AKA Windy Point Lane) City:Southold I Zip: 11971 CONTACT PERSON: Name:Wilson Uguna Phone#:631 -903-0083 Mailing Address: PROJECT DESCRIPTION: SECTION A:STRUCTURAL DEVELOPMENT(CHECK ALL THAT APPLY) Type of Structure Type of Structural Activity ®Residential(1 to 4 families) ❑New structure ❑Residential(more than 4 families) ❑Demolition of existing structure ❑Combined use ❑Replacement of existing structure ❑Non-residential ❑Relocation of existing structure ❑ Elevated ❑Addition to existing structure ❑ Flood proofed(attach certification) ®Alteration to existing structure ❑Manufactured Home ❑ Other: ❑ Located on individual lot ❑Located in manufactured home park SECTION B:OTHER DEVELOPMENT(CHECK ALL THAT APPLY) ❑Clearing of trees,vegetation or debris ❑ Mining ❑ Grading ❑ Drilling ❑ Dredging ❑Connection to public utilities or services ❑ Paving ❑ Placement of fill material ❑ Drainage improvement(including culvert work) ❑ Roadway or bridge construction ❑ Fence or wall construction ❑Watercourse alteration (attach description) ❑ Excavation (not related to a structured development) ❑ Other development not listed (specify): dller SI.UrdYa bpdCU Ir1lU ueuruum al By signing below I agree to the terms and conditions of this permit and certify to the best of my knowledge the information contained in this application is true and accurate. I understand that no work may start until a permit is issued.The permit may be revoked if any false statements are made herein.If revoked,all work must cease until permit is re-issued. Development shall not be used or occupied until a Cert.of Compliance is issued.The permit will expire if no work is commenced within one year of issuance.Other permits may be required to fulfill regulatory requirements.Applicant gives consent to local authority or representative to make reasonable inspections to verify compliance. Application Submitted By(print name): UA l ?o V7 � Signature of Applicant: Date: l� 2 V BUILDING DEPARTMENT- Electrical Inspector �A TOWN OF SOUTHOLD Aw o ~` Town Hall Annex - 54375 Main Road - PO Box 1179 - Southold, New York 11971-0959 ✓ ft � . Telephone (631) 765-1802 - FAX (631) 765-9502 '. rogerr(asoutholdtownny.gov seand(a�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: d y— Company Name: r a_ QeT"4,,G epler Electrician's Name:_44- ar ro f License No.: �.(g Sdj 2Z Elec. email: J- 2 re ,-- Elec. Phone No: 6l. yN L 1 request an email copy of Certificate of Compliance Elec. Address.: Qe� JOB SITE INFORMATION (All Information Required) Name: nL VV o , Address: v�- Cross Street- Phone No.: Bldg.Permit #- /,/I 3 Z email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Qo prr,r��- �i�4 �� .r,��✓ Square Footage: Circle All That Apply: Is job ready for inspection?: YES ❑ NO Rough In ❑ Final Do you need a Temp Certificate?: YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑ Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 I-I Frame ^ Pole Work done on Service! Y r'Iv Additional Information: PAYMENT DUE !itllTH APPLICATION ;�)a+_a 1 ZSJ.P- vP.e 1041 -71 PERMIT H Address: Switches Outlets G FI's Surface Sconces H H's UC Lts Fans 1 Fridge HW Exhaust Oven W/D Smokes DW Mini i Carbon Micro Generator Combo I Cooktop Transfer /d 9 1 AH Hood Service Amps Have Used ( p >pecial: -omments New York State Department of Environmental Conservation Building 40--SUNY, Stony Brook;New York 11790-2356 DATE: �, I Lao I Re:#1473s-00 300 JO000 l-O Thomas C.Joriing Ilerb Z,;1 Commissioner Dear r. �1I�Or7�✓e,I A review has been made of your proposal to: (704,S/1-110.7t- av, a4lbli le cz,.,..�" / cam//n q , Gi r d ca ✓'e Al in, ";�7 Ge a, 0("OA- of A-L ex 15 >b bu l k,e e a� �9P�' /ems 1SL,bm J/*Cl Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that the 1 >(QoQroject is: Greater than 300 ' from inventoried tidal wetlands. q Landward of a substantial man-made structure greater than 100 ' in length which was constructed prior to 20 77 . Landward of the 10 ' above mean sea level elevation contour on a gradual, natural slope. Landward of the topographic crest of a bluff, cliff or dune which is greater than 10' in elevation above mean sea level. Therefore, no permit is required under the Tidal. Wetlands Act (Article 25 of the Environmental Conservation Law) . Please be advised, however , that no construction, sedimentation or disturbance of any kind may take place seaward of the 10 ' contour or topographic crest without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation in this area as a result of your project. Such precautions may include providing adequate work area between the 10 ' contour or topographic crest and the project ( i.e. a 15 ' to 20 ' wide construction area) or erection of a temporary fence, barrier , or hay . 1' bale berm. . Please note that any additional work, or modification to the project as described, may require authorization by this Department. Please contact this office if such are contemplated. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary -permits or approvals from other agencies. Very truly yours, IO.� /�Qe% �'.etJ 'V Deputy Regional Permit Administrator - r4 h: D Y NO HOUSE TRAP N22*58'1 O"W VENTING THROUGH HOUSE 210.81' Nov 2023 4.2 AREA = 10,709 SF 1 st STORY 17 6-'9',j OR 0.246 ACRES y STORY DECK EX. 11IRSPOSER I/A *PANEL DRAIN j�cjoos) GARAGE AY DRIVEW '0 VV MEAN HIGH WATER IS r_3 G.F. ELEV. 6.3 B ALONG BULKHEAD FACE 0 ul) WAIER SERVICE � .—: .` 0 ��\ �< SOIL A-63' BORING A-85' TEST HOLE DATA ELEV. C.O. B-20' ELEV. 5.3 B-20' ROY K. REISSIG. P.E. 4.7 ----1 A-115' OCTOBER 3, 2020 0 0 0 0 1\ B-46' ELE. 5.30 -79' A-116' V& ELEV B-18.5' A-86 S' B-48' 0.3' TOP SOIL (PT) 8*30'00"E .4.7 0 VENT ' 1.4' BROWN SILTY SAND (SM) B-25ELEV. 1A_ SHED EL 1.1' ORANGE BROWN SAND & OCC. GRAVEL (SP) SEPTIC TANK - — — 4.3 HIGHEST STAAR .75 TREATMENT UNIT (2) 29' GEOMAT 199-97' EXPECTED ELEV. 0.95 1.7' PALE BROWN SAND & OCC. GRAVEL (SP) GROUNDWATER ELEV. 0.8 4.5' WET BROWN SAND & OCC. GRAVEL (SP) TEST HOLE DATA N.T.S. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AS - B U I LT R - 21 - 0014 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR ASINGLE FAMILY RESIDENCE 675 WINDY POINT LANE, SOUTHOLD, NY SURVEY OF Date 4/17/21 H.S. Ref NO.- R-21-0014 PROPERTY AT BAYVIEW N 0 DANIEL R. FALASCO , P .E . , P . C . The sewage disposal and water supply facilities at this location have been 'TOWN OF SOUTHOLD inspected and/or certified by this Department or other agencies and found SUFFOLK COUNTY, NEW YOR CONSULTING ENGINEER to be satisfactory FORA MAXIMUM OF 5 BEDROOMS. SCTM# 1000-87-04-007 ac 94 STEUBEN BLVD., NESCONSET, NY 11767 r4. 'VW - (516) 317-7209 CRAIG KNEPPER, P.E., CHIEF 0. 0569gg Office of VVastewater Management A S DATE SCALE DRAWING NO. 03-23-21 1"=201 NO HOUSE TRAP N22'58'1O"W VENTING THROUGH HOUSE 210.81' \ 4.2 AREA = 10,709 SF 1 st STORY S \ OR 0.246 ACRES y STORY DECK FPM��`( RE EX. O G o S�NpLE pMs� B I/A PANEL DRAIN BID 2 GARAGE DRIVEWAY MEAN HIGH WATER IS ` F• E�-�' EN G.F. ELEV. 6.3 sty \ ALONG BULKHEAD FACE �' Fop 11Z WA Q s6, o �. ER SERMCE F .` \ !�`SOIL \ Eby, � C.O. A-63' � BORING A-85' � TEST HOLE DATA ` \ 4 7 g_20' ELEV. 5.3 B-20' B-415' Z ROY K. REISSIG. P.E. OCTOBER 3, 2020 ELE. 5.30 _ _ A-116' 0.3' TOP SOIL (PT) S18'30'00"E — ELEV. B-18.5' A-86 B-48' �`o 4.7 �p B-25' 1.4' BROWN SILTY SAND (SM) ELEV. SHED 4.5 EL 1.1' ORANGE BROWN SAND & OCC. GRAVEL (SP) SEPTIC TANK — — _ _ 4.3 HIGHEST STAAR .75 TREATMENT UNIT (2) 29' GEOMAT 199•97' EXPECTED ELEV. 0.95 1.7' PALE BROWN SAND & OCC. GRAVEL (SP) c4 GROUNDWATER ELEV. 0.8 v I 4.5' WET BROWN SAND & OCC. GRAVEL (SP) I - TEST HOLE DATA N.T.S. AUG 16 2022 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES BUILDINGDEPI' AS - BUILT R - 21 - 0014 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR ASINGLE FAMILY RESIDENCE 675 WINDY POINT LANE, SOUTHOLD, NY SURVEY OF Date 4/17/21 H.S. Ref No. R-21-0014. _ PROPERTY pF NEIq/ AT BAYVIEW �P�� R Fq '0' DANIEL R. FALASC0 , P .E . , P . C . The sewage disposal and water supply facilites at this location have been TOWN OF SOUTHOLD inspected and/or certified by this Department or other agencies and found SUFFOLK COUNTY, NEW YOR P ``� CONSULTING ENGINEER to be satisfactory FORA MAXIMUM OF 5 BEDROOMS. SCTM# 1000-87-04-007 94 STEUBEN BLVD., NESCONSET, NY 11767 (516) 317-7209 CRAIG KNEPPER, P.E., CHIEF �`rFp NO 0569g� ��' Office of Wastewater Management pR�FESSIQj\k � DATE SCALE DRAWING N0. 03-23-21 1"=20' � - a Must provide Manuals D,J and S as per NYS Energy Code A PROVED AS NOTED DATE: P.# .yazt RETAIN STORM WATER RUNOFF FEE: ._�a�� BY: PURSUANT TO CHAPTER 236 NOTIFY BUILDING DEPARTMENT AT OF THE TOWN CODE. 765-1802 8 AM TO d PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH.- FRAMING & PLUMBING 3. INSULATION PLUMBER CERTIFICATION 4. FINAL CONSTRUI-7hON MUST BE COMPLETE = ,. ON LEAD CONTENT BEFORi ALL CONSTRUCT10P, �iALL MEET THE CERTIFICATE OF OCCUPANC REQUIREMENTS OF THE CODES OF NEW SOLDER USED IN WATER YORK STATE. NOT RESPONSIBLE FOR SUPPLY SYSTEM CANNC DESIGN OR CONSTRUCTION ERRORS. EXCEED 2110 OF 1% LEAD. COMPLY WITH ALL CODES OF PLUMBING " NEW YORK STATE & TOWN CODES ALL PLUMBING AS REQUIRED AND CONDITIONS OF TC- ]'1( G:Bl F J&.WATER LINES NEE4 s,` 'S6UTHOLD y - OVERINI .F, SO� NN}NG BOARD 0201 D IOWN TRUSTEES N.Y.S.DEC ELECTRICAL INSPECTION REQUIRED All exterior lighting installed,replaced or repaired shall conform to Chapter 172 OCCUPANCY OR of the Town Code USE 18"UNLAWFU.L WITHOUT CERTtFICA OF OCCUPANCY FLOOD ZONE ' COMPLY WITH CHAPTER "46" Blower door FLOOD DAMAGE PREVENTION, SOU THOLD TOWN CODE. and ductwork testing required. NO HOUSE TRAP N22'58'10"W VENTING THROUGH HOUSE 210.81' — — ELEV. 4.2 \ AREA = 10,709 SF 1st STORY \ OR 0.246 ACRES y STORY DECK FPM��� RES EX. \ Sl I/A PANEL DRAIN sue\ �y�o 2 S�OR� 5 g�OR�OM 2 GARAGE DRIVEWAY G.F. ELEV. 6.3 MEAN HIGH WATER IS E F. MEN ��y ♦ ALONG BULKHEAD FACE �� BPS WA ER nO �. SERVICE SOIL A-63' B \ \ ORING A-85' � TEST HOLE DATA \ ELEV. B-20 ELEV. 5.3 B-2D' A-115' ' ROY K. REISSIG. P.E. 4.7 O O B-46' 2 OCTOBER 3, 2020 �( _ A-48' \ _ B-48' ELE. 5.30 — ELEV. VENT B-18.5' A-86 \ o .= 0.3' TOP SOIL (PT) 518�30'00"E — � _ _ O 1.4' BROWN SILTY SAND (SM) . — — B-25ELEV. SHED — 4.5 EL 1.1' ORANGE BROWN SAND & OCC. GRAVEL (SP) SEPTIC TANK — — 43 HIGHEST STAAR .75 TREATMENT UNIT (2) 29' GEOMAT 199-97' EXPECTED— - ELEV. 0.95 1.7' PALE BROWN SAND & OCC. GRAVEL (SP) do o O -- GROUNDWATER ELEV. 0.8 4.5 WET BROWN SAND & OCC. GRAVEL (SP) (/ VO TEST HOLE N.T.S. _' E y 0 � Y I k AUGI -022 � ya SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 81_iLDIrIG DF:%=, AS - BUILT TO;,, � R - 21 - 0014 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED VAJORKS FOR ASINGLE FA�AILY RESIDENCE 675 WINDY POINT LANE, SOUTHOLD, NY SURVEY OF Date 4/17/21 _ u S. R.ci, No.__ _ R-21-0014 PROPERTY OF NEw AT BAYVIEW �P�� R Fq Yoe DANIEL R . FIALASC0 , P . E . , P . C . The sewage disposal and water supply iaciiit+es at this location nave been TOWN OF SOUTHOLD s � ,r,specfed and,or certified cy this L)epartrjent or ot:-er agencies acid pound SUFFOLK COUNTY, NEW YOR CONSULTING ENGINEER to be satisfactory FOR A MAX ijAUMI OF 5 __BEflRooN1s. SCTM# 1000-87-04-007 94 STEUBEN BLVD., NESCONSET, NY 11767 ,�„/i�. �� _� (516) 317-7209 — CI AIG KNEPPER, P.E',- E CHILE �`PFpp�O. 05699� Office of VVastevra`•er Management �FESSIONP DATE SCALE DRAWING NO. R � 03-23-21 1"=20' ® DATE(MM1DD/YYYY) A400R" CERTIFICATE OF LIABILITY INSURANCE 08/09/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER($),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsemen s. NTAPRODUCER NAME: Frank Hassell Dinegar-Schneider-Reaccuigia, Inc. PHOC.NE . 718 423.1300 FAX No): 718 423-3176 MAIL 26-63 Francis Lewis Blvd XDDRE Frank@dsragency.com ADDRESS: Flushing, NY 11368 INSURERS AFFORDING COVERAGE NAIC# INSURERA: ILLINOIS UNION INS CO INSURED WILSON HOME IMPROVEMENT INSURER B: New York State Insurance Fund WILSON UGUNA INSURERC: P O BOX 426 INSURER D: SOUTHOLD, NY 11971 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 96949716-0 REVISION NUMBER: 1 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP I LIMITS LTR TYPE OF INSURANCE POLICY NUMBER MM/DD MMIDD A X COMMERCIAL GENERAL LIABILITY Y CONNY156399824-003 06/20/2022 06/20/2023 EACH OCCURRENCE $ 1.000.000 CLAIMS-MADE OCCUR PREMISES Ea occu TO-RENTED $ 100,000 MED EXP(Any one person) $ 6,000 PERSONAL&ADV INJURY $ 1 00O 000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY❑jE O LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: AUTOMOBILE LIABILITY Ea accl ent SINGLE LIMIT $ d ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ OT - B WORKERS COMP NATION DBL 7167407 11/03/2021 11/03/2022 X STATUTE ERH STATUTOR AND Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ N/A E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? (Mandatary in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ROBERT 8c DONNA DRUMMOND ACCORDANCE WITH THE POLICY PROVISIONS. 675 PRIVATE ROAD 12 SOUTHOLD, NY 11971 AUTHORIZED REPRESENTATIVE r VV dtL t FTH ©1988-2016 ACORD CORPORATION. All rights reserved. ACORD 26(2016/03) The ACORD name and logo are registered marks of ACORD Printed by FTH on 08/09/2022 at 02:04PM No. Date Issue Notes WINO LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS 1 03/17/2022 Existing Conditions 2 03/29/2022 Schematic Design USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 3 04/13/2022 Revised Schematic Design 4 06/12/2022 Permit set 5 Ownership and Use of Documents: KING STUDS These drawings and specifications including the ideas and arrangements represented therein, are the property of the architect. No part therof o shall be copied,disclosed to others or used in RAFTER WALL STUD connection with any work or project other than ENDWALL 0,-, CRIPPLE STUD for which they have been prepared without the o BOTTOM PLATE expressed written consent of Architect. o RIDGE LEDGER BATHTUB HEADER DOUBLE JOIST — Error or Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be considered to be included work although not directly specified or SIDEWALL RAFTER shown in the drawing. JACK STUDS DO NOT SCALE THE DRAWINGS. If a FLOOR USP NUMBER DESCRIPTION APPLICATION dimension is needed that does not exist on the 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS drawings,contact the architect for additional ANCHOR TO FOUNDATION W/ANCHOR BOLTS BATH/SPATUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT information. CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION JUSP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR Drawing Legend 2ND. ADSS HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1 1/4"x24"20ga.STRAP PPLY OVER RIDGE TO EACH RAFTER 2x6 2x8 LS26 18 SLOPE HANGER APPLY TO EACH RAFTER/LEDGER JOI iT DIRECTION WITH(2 ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH 18ga. FOR JOI f NOT DIRECTLY UNDER JOISTS.UNDER WALL.PARALLEL WALLS,PROVIDE HE FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER BLOCKING @24"OC _ _ _ _ = Wall To Be Removed Wall To Remain WALL STUD New Wall THROUGH-ROOF EXHAUST --?,177.r= New Foundation Wall VENTS SELECTED AND LOCATED BY CONTRACTOR — Lines Above METAL STRAP CRICKET AT TOP-SIDE OF ----------- Lines Below VENTILATION CHANNEL G Door Ta RIM BOARD CHIMNEY RAFTER AS REQUIRED g SILL PLATE(S) WALL SHEATHING MAINTAIN RAFTERS 101 Window Tag VENTILATION WOOD JOIST Section X, ' SIDEWALL FLASHING Q_ � SheetA-XXX FOUNDATION TOP PLATE BLOCKING - - - - FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING Detail Tag BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST STAPPING TO BE ATTACHED TO WALL STUDS48"OC AT WALL--MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA Elevation Ta AND ALL WINDOW/DOOR OPENING,ACKS UDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA g FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER Interior Elevation Ta INSTALL 4'0"O.C. SHALL BE COVERED WITH CORROSION- T — x g 4"-8" LSTA24 1-IAN24"20ga.STRAP AND JACK STUDS I RESISTANT METAL MESH WITH MESH 1 ONTIN.SOFFIT/EXT PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 114 INCH IN DIMENSION. INSTALL 4'0"O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION AND SO AS TO MAINTAIN AIR SOFFITED EAVE W 8"-14" LSTA30 1-1/4"00"18ga.STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS ACTION 4"-6"RAFTER RT10 10 3/4"x 18ga.TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0"O.C. CONNECT TO ROOF VENTILATION/ OVER BEARING WALLS AND HEADERS 8"-12"RAFTER RT20 1-1/8"x 20ga.TYDOWN ANCHOR SOFFITED EAVE DETAIL W } 14"-16" LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS EACH RAFTER W ON ALL OPENINGS KEEP ROOFING NAILS OUT Z Z OF FLASHING 2ND.FLOOR WALL / / W Z 0 LO ROOFING LAPS BASE J O N Z FLASHING 4 INCHES RAFTER \ U O O ti BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME ' / o7 EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING LL (n SIDES 4 INCHES AND LAPS NAILED TO SHEATHING W co SHINGLES AT BASE MIN.4 INCHES THROUGH VENT = LL co WOOD JOIST O X O W Of TOP PLATE O GIRDER/HEADER Q SIDE WALL FLASHING 11 1ST.FLOOR WALL STAAN I D ALL WINDOW/DOOR OPENING JACKWALL STUD JACK SNG TO BE ATTACHED TO WALL STUDS LIDS METAL FLASHING AT ALL EAVES,SIDEWALLS, WOOD JOIST FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES--PROVIDE HEMMED EDGES SO AS TO FORM DRAINAGE CHANNELS AND RAFTERS INSTALL 4'0"O.C. PREVENT CAPILLARY ACTION 4"-8" LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN.1-112" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH � ON ALL OPENINGS RIDGE VENT FOLDS CONNECT EACH FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO INSTALL 4'0"O.C. RAFTER TO PLATE AIR PASSAGE IF ABLE,SET FIR JOISTS APROX.1/2"HIGHER THAN LVL HEADERS 8"-16" MSTA48 1-1/4"x48" 16ga.STRAP AND JACK STUDS CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE.&REDUCE BUMP OUTS , ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF PLATES TO EACH STUD DBL.SILL PLATE O TERMITE SHIELD SUBFL SILL GASKET = JOISTS i WOOD OISTS NEOPRENE TYR CONC.FOUNDATION n � CONC.SLAB GASKETCONTINUOUS LATE PROJECT MANAGER: DAMPPROOF EXTERIOR � 6 MIL.POLY ° `�, BOLTED TO STEEL BEAM WITH 6MIL POLY ON EXTERIOR V GRANULAR FILL r v \6 STEEL COLUMN 1/2"DIA. BOLTS @ 48"o.c.STAG. ES ra Oman p \. n`° a ° a ^`o d ° \ ROOF JACK 1��� STEEL BEAM CONC.SLAB a ° A " ANCHOR BOLT EMBEDMENT: // I I Associate A.LA POURED CONCRETE:7" 4 x 1/4 x 8 STEEL Sag Harbor, New York, 11963 COMPACT FILL ROOFING LAPS TOP AND BOTTOM PLATE �� i / i 4 tt° . 'p r BLOCK WALL: 15" v Z FLASHING AT° r WITH 1/2"x 6"ANCHOR BOLT tel 631 8334416 esra@ozcanarch.com - ° a ° � KEYWAY FOOTING ° CONC. FTG. p Q p G o' SIDES AND TOP www.ozcanarch.com c^ , a ANCHOR BOLT CONNECTION USE(uSP LBPS58 OR B 583jHERS 1/2"GROUT o INF RCINe DRUMMOND _ p � REINFORCING BAR FOUNDATION 5l8"DIA.ANCHOR BOLT �' 3"STEEL COLUMN DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING 14AXIMUM SPACING FLASHING LAPS (10 KIPS) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM RESIDENCE CRAWL SPACE OR FOUNDATION 1 STORY 72"OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL TYPICAL FOUNDATION.APPLY PILASTERS MIN.3"STEEL COLUMN ANCHORED TO 24N24N12"CONC.FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36"OC NEE WHERE NEEDED FOR STRUCTURAL BRACING. STEEL/BOTTOM BEARING RENOVATIONS AND ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57"OC ADDITIONS TO EXISTING SLAB-ON-GRADE ROOF JACKS&VENTS DETAIL HOUSE r--SUBFLOOR 675 WINDY POINT LANE CONC.SLAB DOOR FRAME SOUTHOLD, NEW YORK 11971 6X6 10/10 WWM GARAGE JOIST COMPACT FILL DOOR o--- USE 2X8 STEEL BEAM Date : 06/12/2022 FOR BLOCKOUT 4"SLAB Scale : As Noted P.T.PLATE W/6X6 WMM M SLOPE 4"DRIVEWAY —® NOTCH JOIST AND ADJUST HEIGHT Note: 11 x 17- one half noted scale 1/2"AIR SPA E I ° ° 7 1/2"< a o (WITH A NAILING PLATE IF NEEDED) AT END AND 0 o� -,o � ° °' ° ;a , ,° _ o . T BE APROX. 1/2"OR HIGHER THAN Title ES OF WOOD o , STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE �, ^ BEAMS _ - I— I >' -° , a ° � a I° ) (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED GENERAL NOTES o °Q 4 4 Q c I- -1TI- �I I v e e n — 12" o � - � ° • �. 6X6 W.W.M. ° � _ � _ � �, ° ° _��� o- ° b 'o I I=1 I=III-1 I�I I c P c ,a ,a ,, o ���NOTCH BEAM FOR MUDSILL IF REQUIRED--MAXIMUM I a &. SUBFLOOR MIN. & ° ° ° b REINFORCING BAR c =� ° NOTCH EQUALS 1/4 DEPTH OF BEAM �1= D o °° REINFORCING BAR a -III ° a ° o I II I I JOIST DRAIN TILE I - — ° ° ° ryry N o e ° SHEET METAL/30#FELT UNDER BEAM AT POINT iTI 4�1`A �° �° I DW`�' No. 12 OF CONTACT WITH CONCRETE OR CONC.BLOCK �_i�_,-r_ i��i i i— i— STEEL BEAM 3" PLATE(BOLTED TO BEAM) -• TYPICAL CONC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ° SHIMS TO LEVEL BEAM A-001REINFORCE FOOTING WITH(2)#4 REINFORCING BARS. 3"MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT BEAM POCKET f I F ), /,IJC 11 9 MT) i ; � No. Date Issue Notes 1 03/17/2022 Existing Conditions GENERAL IN10TES WIND FRAMING NOTES NAILING SCHEDULE V PLAN CONTENTS: 2 03/29/2022 Schematic Design 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3RESIDENTIAL 3 04/13/2022 Revised Schematic Design 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING 4 06/12/2022 Permit set When a collar tie is used in leu of a ridge strap,the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES 5 in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) SEE PLANS Ownership and Use of Documents: CONSTRUCTION NOTES: TOP PLATE 10'WALL:4-8d COMMON RAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION ( ) These drawings and specifications including the 1).The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: ideaCEILING JOIST 8'WALL:3-8d COMMON EACH DESIGN CRITERIA(UNIFORM CODE) 2020 NYS RESIDENTIAL CODE, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE are is endof the arrangements represented therein, intent and framing details.They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING TOP PLATE 10'WALL:4-8d COMMON JOIST TOE-NAIL property tect. No part therof for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below, rafters FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION, DETAILS,AND GENERAL NOTES shall be copied,disclosed to others or used in State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD PSF)R301.5 connection with any work or project other than construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL ( DESIGN DEAD LOAD(PSF)R301 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R 01.7 for which they have been prepared without the UNINHABITABLE ATTICS(NO STORAGEQt EXTERIOR(LIGHT FRAME)WOOD WALLLLS15 RAFTERS GREATER THAN 3:12 PITCH L/180 expressed written consent of Architect. sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS OVER PARTITION WFCM-SBC LAP NAIL (STORAGE) NO FINISHED CEILING 20 EXTERIOR(LIGHT FRAME)STEEL WALLS14 ( ) Error or Omissions in the drawings which are 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 ATTICS WITH FIXED STAIRS clearly necessary for the completion of the work meets current federal,state,county and local codes,ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS L/360 or its appurtenances shall be considered to be TO RAFTER WFCM-SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 CEILINGS PLASTER,STUCCO included work although not direct) s These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the MASONRY WALLS ( THICK) 80 ( ) L/360 y specified or FIRE ESCAPES 40 CEILINGS (GYPSUM) shown in the drawing. should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE GUARDS AND HANDRAILS 200 CONCRETE WALLS(6��THICK) 85 ) L/240 accordance with table 3.3. TO RAFTER END NAIL SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS L/240 DO NOT SCALE THE DRAWINGS. If a 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES (R301.5)PER 20 SC2DMlbs EXTERIOR WALLS (PLASTER, STUCCO) H/360 dimension is needed that does not exist on the 4 .WALL ASSEMBLY TO FOUNDATION: 2- 16d COMMON PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) H/240 drawings, contact the architect for additional (DO NOT SCALE DRAWINGS). ) TO RAFTER END NAIL NON-SLEEPING ROOMS 40 information. First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift EXTERIOR WALLS(FLEXIBLE FINISHES) H/120 4).The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS (SUPPORTING MASONY WALLS) L/600 Drawing Legend responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations,or lapped under NAIL NAIL STAIRS 40 construction means, methods,techniques, sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES ROOF GROUND SNOW LOAD 20 _ _ _ _ = Wall To Be Removed precautions and programs in connection with the work.There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts.Anchor bolt FOR EXPOSURE C TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY (DESIGNED ) =- Wall To Remain specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, 2- 16d COMMON New Wall TOP PLATE FOOT SEE NOTE: LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all r New Foundation Wall ROOF- FOUNDATION DETAIL PAGE &GENERAL NOTE PAGE `� `;'�`'�'`�'m 'a 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4- 16d COMMON JOINTS FACE ------- Lines Above INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE ----------- Lines Below 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2- 16d COMMON O.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE 101 Door Tag attached with 8d common nails at 6"o.c. at the panel edges and 12"o.c. in the field, and Sym" SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS.FIRE PROTECTION 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7"o.c. at panel HEADER TO 16"O.C. FACE 101 Window Tag gyp p HEADER 16tl COMMON ALONG EDGES NAIL SMOKE&CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. such as bookcases, shelving, pantry,closets,trims,etc. edges and 10"o.c. in the field shall be in accordance with the length requirements specified Section x, in table 3.15a-b. TOP OR BOTTOM 2. 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION '� -1 Sheet A-XXX 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3- 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 ;__I Detail Tag 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2, BAND JOIST, 2- 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA Elevation Tag 1).The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD Interior Elevation Tag determine intended heights of finished floor(s)above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS x -axx Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed (virgin)soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 20 PSF 130 B SEVERE 3 FT. 17 NONE 2.4.4.2 and 2.2.4 respectively. QTY. SPACING MODERATE SLIGHT TO TO HEAVY MODERATE �J,J i 3). Provide 112"expansion joint material between concrete slabs and abutting JOIST T0: 4-8d COMMON PER TOE concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS. Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE I- w >- 4).An, new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill lates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE I- Z Z be installed with#5 re-bar, 3.5. p SHEATHING LOCATION NOTES 18"long at 12"o.c.. Use approved epoxy for installation. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD LjJ CD 0 BLOCKING EACH TOE Z � LO 2-8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6"O.C. 8d COMMON " 5).All concrete to be 3000 p.s.i..Concrete slabs to be TO JOIST END NAIL @ @ 6 O.C. SEE NOTES: 1,3 = w 0 rn poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: = N p g g' BLOCKING T0: EACH TOE SEE NOTES: 1 (BOTH FIELDS) U Q F- u7 to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and 3- 16d COMMON INTERIOR ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. Z co SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD U_) ti 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge p O c, along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.C. 8d COMMON @ 4"O.C. SEE NOTES: 1,3 (1_ U M 6). Crawl spaces to be provided with a minimum 18"x24"access opening. Install one attached with the above requirements. TO BEAM 3- 16d COMMON JOIST NAIL w , CO 8x16 cast iron foundation vent for every 150 sq.ft.of area. NOTES = � DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8d COMMON PER TOE p X 7). Dam roof exterior of foundation with bituminous coating as required b current - TO BEAM JOIST NAIL W 0 pp 9 q Y THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. W w m N.Y.S. Residential Construction Code.A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END (n O the below grade onion of exterior walls riot to backfillin . All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3- 16d COMMON JOIST NAIL 0 9 p P 9 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, L 2 . Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2- 16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 8). Drainage as required by current N.Y.S. Residential Construction Code. ) j p SILL OR TOP PLATE FOOT SEE NOTE: 1 Girders on concrete piers shall be anchored with proper steel connectors anchored 2).Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. ROOF SHEATHING: For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1).All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"xl2"xl2"thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood FramingConstruction Manual. ., QTY. SPACING 3).Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For Use G minimum 1/2 dia x 8 long anchor bolt with washers and nuts. Footings Shall be 3 ft. � below grade. Porches with covered roofs shall have 12"dia. concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be#2+ BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. � CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES'0% � 3). Floors,walls,ceilings and rafters to be spaced at 16 inches o.c. unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD s otherwise. Ledger to be fastened to building with 1/2"dia. bolts with washers and nuts JOINT DESCRIPTION QTY SPACING where needed. SEE NOTES: 1, 3(BOTH FIELDS) 4 EDGE ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. GYPSUM 7" O.C. EDGE NOTE:2 FOR PANEL FIELD Bearing wall headers to have(2)jack studs and (2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. 4). Unless otherwise noted , all bearing wall headers to be (2)2x10#2+ BTR. Doug. Fir. WALLBOARD 5d COOLERS 10"O.C . FIELD INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 openings. LVL headers to have (3)jack studs and (2)full length studs on each side of WALL SHEATHING: PROJECT MANAGER: openings. Bearing wall window sills shall also have (2)window sill plates for 2x4 wall 7)•All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES openings between 4'1 and 6'0 and 2x6 wall openings between 611 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Es ra Oman and blocking where applicable. QTY. SPACING 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMDN AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall 5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SBC be used. Associate A.LA anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB Sag 3"O.C. EDGE 6d COMMON Harbor, New York, 11963 6). Double up floor joists under walls that run parallel to the floorjoist and under bathtubs. 1).All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6 O.C. FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with tel 631 8334416 esra@ozcanarch.com Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. www.ozcanarch.com WALLBOARD 5d COOLERS 10"O.C . FIELD DRUMMOND - on plans. 3 For exterior panel siding, alvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2- 1-3/4"thick microlams(height to match floor joists)around stairwell and/or 2).Verify septic system with the Engineer for Suffolk County Health Department approval. ) P 9�9 other access openings unless otherwise noted (typical). FLOOR SHEATHING: 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL RESIDENCE 8). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION QTY. SPACING 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10-0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. state code and manufacture's recommendation for maximum hole size and spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAXTRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. p g p STRUCTURAL PANELS 6"O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. RENOVATIONS AND HVAC SYSTEM NOTES 1"OR LESS 8d COMMON 12"O.C. FIELD (5.7 SQ.FT.2ND.FLOOR) 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44°SILL-AFF ADDITIONS TO EXISTING NYS Residential Code R302.11-FIRE6LOCKING REQUIRED under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) HOUSE requiroments. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. 675 WINDY POINT LANE needed. 2). HVAC subcontractor is to full coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY SOUTHOLD, NEW YORK 11971 ) y y q 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment Supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1). Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed Date : 06/12/2022 CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered studs. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If wall sheathing Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 1).NEW FILLTO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, Scale : As Noted 12). Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities, nailing re uirements for structural TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: p g q REMOVE AND ADD ADDITIONAL FILL AS NEEDED. ) p g p p Note : 11 x 17- one half noted scale members shall be doubled or alternate connectors 3).In concealed spaces between stairstrin stringers at the to and bottom of the run.Enclosed spaces over subfloor as per manufactures instructions. such as shear plates, shall be used to maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. Title 1).All electrical t0 be Installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D698 AND ASTM D 1557). COMPACTTHE 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock. Garage walls and SOIL AT BY PTS(TYPICAL). CONTRACTOR FOR COMPACTION. 4)flame and products vents,openings around pipes tion.nd ducts at ceiling and floor level,to resist the free passage of ceilings and over furnace to have 5/8 thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing is continuous over connected CONSTRUCTION DETAILS to have regular 112 sheetrock.All walls to be taped and finished. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. to be reduced tot - 16d nail per foot. INCLUDING suBFLooR,IS COMPLETE. 3).All electrical work to comply with 2014 NEC. 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or DWg. No. approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 torch down type material over. and R315 of IRC. 16).All sill plates and wood In contact with concrete to be pressure treated. SIII plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G A-002 be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP AND BASES.USE WITH FLASHING CAPS To COVER TOP No. Date Issue Notes —1 38-5 1 03/17/2022 Existing Conditions \\ 2 03/29/2022 Schematic Design 3 04113/2022 Revised Schematic Design 4 06/12/2022 Permit Set 0 10 Ownership and Use of Documents: --- These drawings and specifications including the —� 8P\N.#1 ideas and arrangements represented therein, are the property of the architect. No part therof above o \ shall be copied,disclosed to others or used in other than connection project for which they have been preparedwithout the UTILITY ROOM expressed written consent of Architect. Error or Omissions in the drawings which are /--�—'/ clearly necessary for the completion of the work or its appurtenances shall be considered to be GARAGE a, included work although not directly specified or up gEOR shown in the drawing. i a DO NOT SCALE THE DRAWINGS. If a of Se ve WASHER DRYER dimension is needed that does not exist on the drawings, contact the architect for additional \(Peck abc information. \GN Drawing Legend - — — — — - \ Wall To Be Removed PWDR. — — — Wall To Remain New Wall \\ \ '/ . / / / / EN% ° New Foundation Wall \• C� � / � ------- Lines Above ----------- Lines Below 0 ` \ w\� / U P 101 Door Tag Window Tag Section X, \\\\ \\ OO�GK ° /. Sheet A-XXX\ \\\ cO�RR� // ' _; Detail Tag = Elevation Tag V� \\ \ Interior Elevation Tag °(\a --�- x -4XX pov Of \\ \ \, W z W z rn = W00) �\ a UQ � L6 vrr^^ ZOCD J (n � EXISTING FIRST FLOOR PLAN LL w CD Scale: 1/4" = 1'-0" _ � pX W am 38'-5" C/) O O a (------------------------------------------------------------------------------------------------------------------ I ,✓- , .. , > .' -.. ..., >.. . .. � , .. -:•y..,gib'; :J-...>, - •p..'a•.,:'- ">-.:.. ..v', c-- - ------ -------- -. --.-- -- ---- - - -- - -- --- ---- - - - --- - -�-- - - - - Seal: TRENCH , FOOTING O '.4"P.C.SLAB I ' r... 4"P.C.SLAB .. -I I r PROJECT MANAGER: Oman Esra can � \\.\-EO .\.gyp• .�•^ ,�-' —' \ •'�' r . " '' --. •• .. . . . - �' ' I 1 Associate A LA Sag Harbor, New York, 11963 \ �\ 2 —©' N ` `�: :>'.:.• ..; .. . I :' 1 -' 1 tel 631 8334416 esra@ozcanarch.com 6, �" ORpE0 i o "'. \: I I www.ozcanarch.com Op \ o DRUMMOND ::f. ..".Line of footing i c P - Yr' I RESIDENCE PW\ ---------- ----- \ Line of footing below 32'-4" RENOVATIONS AND ADDITIONS TO EXISTING HOUSE 675 WINDY POINT LANE SOUTHOLD, NEW YORK 11971 Date : 06/12/2022 Scale : As Noted Note: 11 x 17- one half noted scale '.' Title EXISTING CONDITIONS FLOOR PLANS d ' EX- 1 00 EXISTING FOUNDATION PLAN Scale: 1/4" = 1'-0" No. Date Issue Notes 1 03/17/2022 Existing Conditions 2 03/29/2022 Schematic Design 3 04/13/2022 Revised Schematic Design 4 06/12/2022 Permit Set Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein, j are the property of the architect. No part therof shall be copied,disclosed to others or used in connection with any work or project other than / \ for which they have been prepared without the \ expressed written consent of Architect. / o�be\ova/ '` .\ Error or Omissions in the drawings which are a\\s / \ N ` clearly necessary for the completion of the work -s or its appurtenances shall be considered to be cp GARAGE ROOF BELOW' ? \ZPB 'N NPB G \ included work although not directly specified or �GOV ` j,../ shown in the drawing. PKN DO NOT SCALE THE DRAWINGS. If a \ m / dimension is needed that does not exist on the drawings, contact the architect for additional 'o o\ o :' information. PC, \ \ Drawing Legend Wall To Be Removed N'\G / \ \ "/ \ : �\ J Wall To Remain 0W / /' \ \ . eE , GE/ 4 X12 R\� New Wall New Foundation Wall a, � /•' ——————— Lines Above � -------\ \ \ ---- Lines Below Door Tag Window Tag Section X, N \ � o �� Oi —I Sheet A-XXX Detail Tag Elevation Tag Interior Elevation Tag -4xx Lij W z ? W � -J � = worn Z U Z � � W o0ti C0 � EXISTING LOFT PLAN 1 (0 co Scale: 1/4 - 1 -0 o X W � m 38'-5" U) O O a Seal: i �EORpOM 1 -----------------line of ceilin�c heir------------------------- change above i B�OROOM2 STORAGE PROJECT MANAGER: TRAY CEILING Esra Oman _____________line of t ceilin hei h---------__--___---- ` - ----------- Associate A.I.A change above � Sag Harbor, New York, 11963 tel 631 8334416 esra@ozcanarch.com www.ozcanarch.com Nj DRUMMOND RESIDENCE OOM 6E ROO #Q GREP�R GE���NG 0 GP�NEGRP N #2 RENOVATIONS AND 31-9 ADDITIONS TO EXISTING \ HOUSE Oj \\ O 0 675 WINDY POINT LANE \ SOUTHOLD, NEW YORK 11971 d\C CD\ Date : 06/12/2022 CD� Scale : As Noted \� Note : 11 x 17 - one half noted scale Q1,1�n Title EXISTING CONDITIONS FLOOR PLANS Dwg. No. EX- 101 EXISTING SECOND FLOOR PLAN 2 Scale: 1/4" = V-0" No. Date Issue Notes 1 03/17/2022 Existing Conditions 2 03/29/2022 Schematic Design 3 04/13/2022 Revised Schematic Design - 4 06/12/2022 Permit Set I 5 1 Ownership and Use of Documents: These drawings and specifications including the \\ I ideas and arrangements represented therein, - I ` I -- - z __ - - - - - - hero are a pro o e architect. o pa t Y �_ =t=ter_---- -- —�_...--- �------ --- - z _ , shall be copied,disclosed to others or used in a; -- - - - connection with any work or project other than for which they have been prepared without the expressed written consent of Architect. Error or Omissions in the drawings which are - clearly necessary for the completion of the work \ . .\ > .. or its appurtenances I \\\`.,,. ... ,. . pp es shall e considered F \:, ,t 3 , included work I although h not directly Y Pc o i \ > _ M { v .� shown in the drawing. „ „ _ I li\ l DO NOT SCALE THE DRAWINGS. If a „ LOFT� dimension is needed that does not exist on the! _.__--1_ _ .._._ _ >... ntact the architect for additio I � : : I I , f: I I f i , , Wall To Be Removed Cq - Wall To Remain M C7 , New Wall i I , \4 ; m I --- -- --- " : C " r I ' pJ� ,Y,-, ��, w Foundation ion WallL l.C. 1� _I Lines Above, , 00 I I ----------- Lines Below H 101 Door Tag ._,....,,.....�.-..1..._...,=a,, . \i ...... L..L`,... .l.. I I - 1 - SECOND FINISH FLOOR - - - - - - - - - - - - - - - - - -W 9M .».am=;:,."I. I I_.l. 9'-1 1/4" 101 Window Tag o ; N w � � .•\ € �.\, \ _ ,,.,:,.:`\._ Section X. t 'I w t a= t .\t : Sheet A XXX \ I L. I \., o Q \ .\ > » , t I a \ ... I I � \ \ % Detail Tag , _ ICI _ .._.. __ - � ,I �v,t, �\ �::; 1_IYC` l _ l.. I�? . �(. 11 :I 1nI .II ._I -I..._I I� I ,, �x .� w1 \\\ Elevation Tag I I I i I I I( I _ , ` � I Interior Elevation Tag Xxx� _ W ' h, FIRST FINISH FLOOR , ,: I � I I I I I I I - - - - - - - - - - - - - - - - - - _ - - I i I I i i I » UTILITY ROOM i `_._.. I _ i I r I_ � I I I - 01, ; I _ _� I r I .l . (1 I l . L L1 . _ .._ .. .. . _ .__ .... _ : _1 . Il >•_ l . L L C T1 I _ C.... . .. . .._I 1 _ .._ _ _ �1 _ __ __I1 __: __ . 1 ._ 1......... . ..._ ... _..1 l 11 _-I , , ._ .. _ - - - - - - - - - L _ __ _ ...11 ..1.__ .- .I . _� -CI 1 . II. Tl. . _t L _. L �... . 1 W GARAGE I F— z Z .111 ] it till - - AVE_ GRADE W z C) d U ZZ) � - cn ti 1 WEST ELEVATION 2 V— W � Scale: 1/4 - 1 -0 = IL m � pX W Wm U O i , , L I E , >,. „ \ >.1 j PROJECT MANAGER: 14 FFFIC I € I! I ( ..:�...,._.L� \�\..�. _�.�_i..._1 � 1_ �.. _�—i.. � �. _).i �'L �.1 L - r Esra Oman LOFT - i I: 18 0 3/4 ALPh I I, \ Associate A.LA vil Sag Harbor New York 11963 tel 631 833 4416 esra@ozcanarch.com I , I I ll I Tn� n - „ r _ www.ozcanarch.com Lu M C7 i i I <.,z;,.c. :< : , IzDRUMMOND I I + - 1 - - I, I Uri I ILI I RESIDENCE 'I. ! C I „ ! ,. \\ ,.moo.. ,. , ..:.'.,,. '; _.<:`\''•• \ ..\\, \`�i:>r`':< .€ a\` RENOVATIONS I I AND I SECOND FINISH FLOOR i I I if -,_ � --- — - ____- --__ - - 1.._..._ .._ .._ ' _. :. . __> - -- ,- ;;�.\ , .,_ -__ _- _..-- ,_: •.,:_ _ _ _ ,. � _.__:'.::.._.� ��;<��_ Ii L.11 7, L.. L.I I i_I_ I L_ I I_. .L7. I_I ( L L.I I co I w 1, I ,: L _ L. C_.j._ (L(. .I_I 1..... L C1. L L I-_ ..I.L.. I_.I.L _.L Z_ 1 f 1 ADDITIONS TO EXISTING 9-1 1/4 _-.. _ ........... ..,I _ . _I� ._ _.- T_. ..(..__I _ I.J.II l I (.I ,_ I.; .I I :.,. ( _ I-: I (_(�:I _ l . CI _I_ ; _, I 1 ! I I I { 1 ( N , I I W HOUSE ! ,. .. ., ., \ ,. .• .. .,,,:: .,: \. t.t.. ..,�... q .:ter\.�.\" V I .\„ 1 I i I' q ;s. I \\ i \._ m w~� , # „ .,, ': ,,,, \, 675 WINDY N DY POINT NT L�,;\ ¢ O LANE , i , ,ww�..F.."...-....,. S\ v i C >\ I w. I OUTHOL NEW YORK 11971 ._I":I I . ..1_IrL I.... 1. 1.1._1 : _1 I I I I l_ _ I I Date : 06/12/2022 I As Noted I I Scale I , l Note : 11 x 17 - one half noted scale �cr—I �I II�. _ i� .C_:IIA T_lI I �:~I. ! , I T i l� _(: , ] :I__I I..I _i i _ ,.: r I i Title FIRST FINISH FLOOR > y,. I I ; .' - - - - - - - - - - - - - - - - - \, . -, ('1 ! � f I I EXISTING CONDITIONS ! ! I E ! I I I I I ! I i r � i �.„ , I i UTILITY ROOM E ` BUILDING ELEVATIONS -oGARAGE FRT ! ..I .. .., .. ...�w.. L AVE. GRADE Dwg. No. € 1.' ° `�: =1 EX-200 EAST ELEVATION Scale: 1/4" = 1'-0" M A No. Date Issue Notes 1 03/17/2022 Existing Conditions 2 03/29/2022 Schematic Design 3 04/13/2022 Revised Schematic Design 4 06/12/2022 Permit Set 5 Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein, are the property of the architect. No part therof shall be copied,disclosed to others or used in connection with any work or project other than for which they have been prepared without the expressed written consent of Architect. Error or Omissions in the drawings which are clearly necessary for the completion of the work or its appurtenances shall be considered to be included work although not directly specified or shown in the drawing. DO NOT SCALE THE DRAWINGS. If a dimension is needed that does not exist on the drawings, contact the architect for additional information. Drawing Legend Wall To Be Removed Wall To Remain New Wall New Foundation Wall ------- Lines Above ----------- Lines Below 101 Door Tag 101 Window Tag Section X, Sheet A-XXX Detail Tag AUA t.: Elevation Tag Interior Elevation Tag x -4XX �$ LLI ~ wz (Do = worn • J 2 N LO U Z0 ' L.L. � w co LLLL co � � W O� m U O O ------------------------- - Seal: 12 r f 'f, tf4 �s�if y ' - i E E ... .. .. „ .. .. i I PROJECT MANA . �}{ j , I i ;iil. is .l :t(. :? ..�' i .el€=€.r, : i i 1 _11_ J. L_L: L 11 I---[1_ [..........1....E .._.Ll _TI_ i -Ili _l _1__i l _i.__1.1.�I:..� :L1_ _..Ia �._` . . •..., Il sra Om an n ! i _ � i I j T LOFT ,. . .° ., „ .I „t=:,I:':' i, - - 1 - -.l. ..�.._.._.. _ �. J..z L 18-0 3/4 <,,.3:; ,r, AeL - FT w . E ` , g �< Ej Associate A.LA \ I I I 12 E � — i Sag Harbor New Y i=, i :,�� !' � �:_ E,, '' II,: a York, 1196 „ FF- .. ._._ ;. :' wl� i �' - I tel 6311 833 4416 esra@ozcanarch.com _ �,,,1 . i I� i { ': 111 @o canarch.com it ' i3 ,1 I 'ii i. I =I ! E i www.ozcanarch.com €� . i }° > �' Ei \dr- Ni - DRUMMOND - - ---- i E' .Y '�•I. '�3 p x i' :: i1111 IT ... 1H ]I ,; 1 c $< .,� � l.:� �� � � l � ; RESIDENCE ; ,,`,,'_ ;' ,: ,:< ; l_. >.. RENOVATIONS AND SECOND FINISH FLOOR I li , < i:,fl<. ,;,., : r :,.' SECOND FINISH FLOOR I t° E ,_ ADDITIONS T 9 1 1/4 If FT _ O EXISTING In ,�... 9 1 1/4 yy �; 'IM _ € „ , j� HOUSE ---- ,, i , :, r: I : ,. _, , : J.1 I l 1_._ 1__L l lR1 1 J.l..._ _....L,l..1..._.1.1 1. _l__11.E 1 I. _._l_�. 1. 7—ITI-7-7- I I i 675 WINDY POINT LANE '' ° I I SOUTHOL EW YORK 11971 i it 141,:•4 Date . 06/12/2022 •.E, ` , I lILL F111 11111111 ill �i i .I, .I i' Scale : As Noted half noted scale �i._; one Note 11 x 17 - FIRST FINISH FLOOR / _ \5' 1 I, i Title �' FIRST FINISH FLOOR I : - - - - - - - - - - - - - - - - - ai ii I i I ; ;�_ 3 , - - - - - - - - - - - - - - - - - EXISTING T STING CONDITIONS �o" �\•:, l +� � ;;= UTILITY ROOM 0" BUILDING ELEVATIONS -1 0 GARAGE - - - - - - - - - - - - - - - - - - AVE. GRADE 2'-0�� Dwg. No. -3'-4-- - - - - - - - - - - EX-201 SOUTH ELEVATION 2 NORTH ELEVATION Scale: 1/4" = V-0" Scale: 1/4" = V-0" 1 No. Date Issue Notes 1 03/17/2022 Existing Conditions T 0 2 03/29/2022 Schematic Design O T Q Q 3 04/13/2022 Revised Schematic Design T 4 06/12/2022 Permit set 5 --------------- ROP RTY LINE----- Ownership and Use of Documents: These drawings and specifications including the ideas and arrangements represented therein, N are the property of the architect. No part therof 6'-81/2" I 6-8 1/2" I 17'10" o shall be copied,disclosed to others or used in connection with any work or project other than TRANSOM TRANSOM I for which they have been prepared without the WINE OW WINDOW TRANSOM o expressed written consent of Architect. WINDOW z / --------------------- --- ------------------ ---- / ------------- ------- - ----------- -----_ Error or Omissions in the drawings which are ----------------- ---- ------------------------ -- z line of exist.2'0"knee all / line of exist.2 0"knee wall EXIST. / I EXIST. I I a clearly necessary for the completion of the work o' EXIST.ROOF BELOW I EXIST.ROOF BELOW M or its appurtenances shall be considered to be ROOF BELOW t of f ROOF BELOVVI t I 1 t - w pp (2)2X8POST (2)2X8POST °o 6 ao (? (2)2X8POST I I I included work although not directly specified or x o x o 4'-0"KNEE WALL x p 4'-0"KNEE WALL shown in the drawing. xciiii(D x x I UNFINISHED STORAGE I =' x DO NOT SCALE THE DRAWINGS. If a --- o z (2)11 7/8"LVL ROOF HEADER ---I-------- I <:, t' 1 "' dimension is needed that does not exist on the LUo------ ------ _ _ _ _ _ _ _ _---__ _______ _- _- _--_-_- -_-_-_-_-_ -_-- _-- ______________________ 0 IA E J S T K drawings,contact the architect for additional -- ---------------------- information. 204 203 U) rn Drawing Legend cx of HALL l (1)2x6 POST co DN. 14'6 x3'6" N � Wall To Be Removed ❑ ❑ all Wall NEW 201 U U ?. 0 0 o NEW MSTR.BED. New co co co w 8 5 + �" :v 200 M 13'0"x16'0" 17777'` New Foundation Wall tJ Ud w 3 linear drain zo ——————— Lines Above W = shampoo niche Z I_ ----------- Lines Below o - ----- o N N cv SHOWER °P o C 4 ° CV CN N 3'-6"x6'-0 101 Door Tag 204 w z z z z 7'VANI �o� Window Tag BENCH Q, Section X, o z —1 Sheet A-XXX o ° :;n .... J r Detail Tag i"D ` �►. , z NEW MSTR.BATH. NEW W.I.C. ~ z_ 8'-9"x9'-4" T-1"W-5" Elevation Tag U) �r \ X Ai yC \ _ >< \ 2X10 HEADER _ x XX Interior Elevation Tag (2) / '� j/ 20 21 22 23 8'-61/4" 5'-8" 9'-8" 2'-1 1/2" W I T 51/2" 8'-101/2" 51/2" T-1' 51/2" I 13'-0" I 51/2" LL T +/- 31'-61/2" .- W Z VIF ~ z W � Nt LO REMOVE EXISTING =� , J N WINDOW = v! z = LO SECOND FLOOR CEILING/ ROOF FRAMING PLAN SECOND FLOOR PLAN V' o � "' Scale: 1/4" = 1'-0" 4 2 U_ c4 Scale: 1/4" = 1'-0" _ U_ \ � pX w a m T � r , T T Seal: VERIFY EXIST. 12"X12" TRENCH FOOTING [--NEW BOILERTBD BELOW SLAB TO ACCOMODATE NEW MASTER 20'-0" ENSUITEADDITION 38'-5"VIF \\ \\ EXIST. I I E I 18A 1/2" 31/2" O (2)2x8 POST ON (2)2x8 POST ON POSTABOVE 0 19'8" I I III I I 2'X2'X8"FOOTING I 2'X2'X8"FOOTING I I i I I PROJECT MANAGER: 2x12 F.J.@ 16"O.C. I I I o I EXISTING I III w J '• NG I j ; Es ra Oman _ 1 I I --- �_ -------- :L----_DOUBLE FJS BELOW WALLS I-= N = 1 0' S -- ------------- -------------------- --- I ----cn a, -- -- __________ �__________ _______—_-`-- ------------------- -- ----------{{ -{--------- --- ------ ---------X -- ---------- S E T B A C K Associate A.I.A Ilneof new walls above w N -T�--------------- -- +-�'----------- ° line of new walls above Imo_ J I I . J I:I �. � / I I I I I I I of stair 1 1 (2)2x8 POST ON 1'I � , (2)2x8 POST ON line of stairs ab ve I I 2'X2'X8"FOOTING I I W_ 2'X2'X8"FOOTING I I I I Sag Harbor, New York, 11963 I I I > I STORAGE I I above I I I I tel 631 833 4416 esra@ozcanarch.com I I I I I UTILITY ROOM I I www.ozcanarcch.com I I III � C3 I I I.I I- -� I � I I o �__ -.---.---.-- I `�. ...— - -..._..._... I r------------------- -----------f I EXISTING > DRUMMOND -------� �—e� ---------- ---------- Z I— lino of Hour u�ollc�bove�11 �(n I I G' I r----------------- -----------I I 'o GARAGE G� fn line of new walls above x \ ` 4 I w CO (3)11 7/8"LVL w/(2)3/4"FLITCH PLATES I:I m ? x -_J \\ I I I I � o, w I ,� w DROPPED GIRDER BELOW WALLS ABOVE III � " w I I I I `O RESIDENCE \\ 1 U � I I I I x DRYER I �1 I I t\NG I \\ WASHER DRYER RENOVATIONS AND \\ \\ I w li-I ° \\ I \\ I I ADDITIONS TO EXISTING I I ,I ,_ HOUSE II 675 WINDY POINT LANE EXISTING I I SOUTHOLD, NEW YORK 11971 Date : 06/12/2022 Scale : As Noted \ \ Note : 11 x 17 - one half noted scale � ~m UP REUSE EXIST.INTERIOR DOORS _ Title NEW CODE COMPLIANT STAIRS PROPOSED FLOOR $�" ► PROPOSED BLUESTONE ON PLANS EXISTING STOOP VIF31'-9" Dwg" No. EXIST. I A- 1 00 SECOND FLOOR FRAMING PLAN 3 FIRST FLOOR PLAN 1 Scale: 1/4" = 1'-0" Scale: 1/4" = 1'-0" a DOOR SCHEDULE Electrical Legend No. Date Issue Notes OPENINGS U. � single Pole switch 1 03/1712022 Existing Conditions N0. FUNCTION MANUFACTURER MODEL NO. TYPE FINISH HARDWARE FACTOR SGHC GLASS DIVISIONS REMARKS 2 03/29/2022 Schematic Design RO Width RO Height I Area Id Single Pole Switch With Dimmer 200 TBD Swin Sim le 2'6" 69" 3 04/13/2022 Revised Schematic Design 201 TBD Barn 2'8" 6'9" 202 TBD ISwing Simple 2'10" 69" 1 1 1 1 1 1 13 Three Way Switch 4 06/12/2022 Permit set 203 CUSTOM ISwing Bi- art 4'2" 5'1" 204 CUSTOM lSwinq Bi- art 142. 5'1" t3d Three Way Switch With Dimmer x1 5 205 ANDERSEN 400 SERIES IFWH60611 SAL ISwing Bi- art 67" 69" 1 10.32 10.24 ILOWE I IPROVIDE SCREEN +�.�� Ownership and Use of Documents: Duplex Receptacle Outlet These drawings and specifications including the WINDOW SCHEDULE ideas and arrangements represented therein, NO. MANUFACTURER MODEL NO. TYPE RO WIDTH RO HEIGHT GLASS U-Factor SHGC FINISH HARDWARE REMARKS Quad Receptacle Outlet are the property of the architect. No part therof shall be copied,disclosed to others or used in 200 ANDERSEN 400 SERIES AX51 Awning 4'11 7/8" 27 1/2" LOW-E 0.29 0.31 WHITE CONTEMPORARY FOLDING PROVIDE SCREEN Duplex Receptacle Switched connection with any work or project other than 201 ANDERSEN 400 SERIES CX14 Casement 2'4 3/8" 4'0" LOW-E 0.29 0.31 WHITE CONTEMPORARY FOLDING PROVIDE SCREEN Outlet for which they have been prepared without the 202 ANDERSEN 400 SERIES CX14 Casement 2'4 3/8" 4'0" LOW-E 0.29 0.31 WHITE CONTEMPORARY FOLDING PROVIDE SCREEN ® Appliance Receptacle Outlet expressed written consent of Architect. 203 ANDERSEN 400 SERIES CX14 Casement 2'4 3/8" 4'0" LOW-E 0.29 0.31 WHITE CONTEMPORARY FOLDING PROVIDE SCREEN 204 ANDERSEN 400 SERIES P5550 Fixed Glass 611 7/8" 4'11 7/8" LOW-E 0.27 0.34 WHITE $ / ------------------------------------------- ----------------------- Error or Omissions in the drawings which are 205 ANDERSEN 400 SERIES CX15 Casement 2'71/2" 4'11 7/8" LOW-E 0.29 0.31 WHITE CONTEMPORARY FOLDING PROVIDE SCREEN,EGRESS v 19 GFI Duplex Receptacle Outlet j/ line of exist.2'0"knee wall clearly necessary for the completion of the work 206 ANDERSEN 401)SERIES AW451 Awning4'4 7/8" 2'4 3/8" LOW-E 0.29 0.31 WHITE CONTEMPORARY FOLDING PROVIDE SCREEN EXIST. EXIST.ROOF BELOW or its appurtenances shall be considered to be 207 ANDERSEN 400 SERIES AW451 Awning4'4 7/8" 2'4 318" LOW-E 0.29 0.31 WHITE CONTEMPORARY FOLDING PROVIDE SCREEN wP Weatherproof Duplex Receptacle ROOF BELOW included work although not directly specified or 208 ANDERSEN 400 SERIES AW451 Awning 4'4 7/8" 2'4 3/8" LOWE 0.29 0.31 WHITE CONTEMPORARY FOLDING PROVIDE SCREEN Outlet 4'-0"KNEE WALL shown in the drawing. 209A ANDERSEN 400 SERIES CXW16 Casement 3'0" 5'11 7/8" LOW-E 0.29 0.31 WHITE CONTEMPORARY FOLDING PROVIDE SCREEN ® Duplex Receptacle Floor Outlet 209E ANDERSEN 401)SERIES CXW16 Casement 3'0" 5'11 7/8" LOW-E 0.29 0.31 WHITE CONTEMPORARY FOLDING PROVIDE SCREEN DO NOT SCALE THE DRAWINGS. If a 210A ANDERSEN 400 SERIES CXW16 Casement 310" 5'11 7/8" LOW-E 0.29 0.31 WHITE CONTEMPORARY FOLDING PROVIDE SCREEN UNFINISHED STORAGE BUILT-IN BUILT-IN 210B ANDERSEN 400 SERIES CXW16 Casement 3'0" 5'11 7/8" LOW-E 0.29 0.31 WHITE CONTEMPORARY FOLDING PROVIDE SCREEN P p g DESK dimension is needed that does not exist on the NOTE: Waterproof Fixture - -- ------- --- ------ ---- DRAWER DRAWER - -- --- -- ------ -------- ------ � drawings, contact the architect for additional 211 ANDERSEN 400 SERIES CW15 Casement 2'4 3/8" 4'11 7/8" LOW-E 0.29 0.31 WHITE CONTEMPORARY FOLDING PROVIDE SCREEN CONTRACTOR TO VERIFY SITE - -HT - - - - -------- information. 301 ANDERSEN 400 SERIES SPECIALITY Fixed Glass 4'10 7/8" 3'5 1/2" LOW-E 0.29 0.35 WHITE SEE PAGE A-200 FOR APPROX.Dim MEAUSREMENTS BEFORE •� Recessed Ceiling Fixture sc Sc 302 ANDERSEN 400 SERIES SPECIALITY Fixed Glass 4'10 7/8" 67 1/8" LOW-E 0.29 0.35 WHITE SEE PAGE A-200 FOR APPROX.DIM COMMENCEMENT OF WINDOW AND 303 ANDERSEN 400 SERIES SPECIALITY Fixed Glass 4'10 7/8" 6'7 1/8" LOW-E 0.29 0.35 WHITE SEE PAGEA-200 FOR APPROX.DIM DOOR ORDER � Recessed Directional Ceiling Fixture DN. HALL Drawing Legend 304 ANDERSEN 400 SERIES SPECIALITY Fixed Glass 4'10 7/8" T51/2" LOW-E 0.29 0.35 WHITE SEE PAGE A-200 FOR APPROX.DIM 305 ANDERSEN 400 SERIES SPECIALITY Fixed Glass 4'10 7/8" T1 1/8" LOW-E 0.29 0.35 WHITE SEE PAGE A-200 FOR APPROX.DIM ® _ _ _ _ Wall To Be Removed 306 ANDERSEN 400 SERIES SPECIALITY Fixed Glass 4'10 7/8" T1 1/8" LOW-E 0.29 0.35 WHITE SEE PAGE A-200 FOR APPROX.DIM Floor Mounted Up-Ligl 4 Wall To Remain cil Cabinet Fixture NEW MSTR.BED. - � ew al GFII New Foundation Wall 4"Vent Thru Roof ROOF Surface Mounted Ceiling Fixture ® ------- Lines Above MASTER BATH. - Wall Mounted Fixture S R ----------- Lines Below Door Tag '-T---� - Waterproof Wall Mounted Fixture 1 1/2"I 1 t/2" 2"I 2"I wP 101 Window Tag r LAV. LAV. Undercabinet Light BENCH Section X � � Sheet A-XXX s owe 2ND FLOOR "� Track Lighting wa Detail Tag 3" 1 1/2" 2" 2" ' ' z I,NEW MSTR.BATH. NEW W.I.C. A.: ^ Cable Connecton z DOI, F� � Elevation Tag sc Smoke/Carbon Monoxide Detector 4"MAIN WASTE LINE Interior Elevation Tag SLOPE 1/4"PER.FT. 0 Alarm Key Pad /j x -4XX ------I F.A.I. 1ST FLOOR `® Exhaust Fan C.O. 3" I X Ceiling Fan LJ^J CONNECT TO � Telephone Jack IW APPROVED SANITARY SYSTEM �-TV TV Jack-CAT6 cable z Z wTT z � ® Thermostat ..L LLI O 0-) U Q � LO z � �NOTE: O O ADJUST FRAMING TO ACCONODATE RECESSED LIGHTING ENTANURENTPER PROPOSED SECOND FLOOR ELECTRICAL PLAN w PLUMBING RISER DIAGRAM 4 REQUIREDALIGNMENTANDCENTERING Scale: 1:58 2 U_ cm Scale: 1/4" = 1'-0" _ LL �- 0 O INSULATION NOTE, TYPICAL ROOF: TYPICAL WALL: W a- CO PRESCRIPTIVE METHOD THROUGHOUT -2X12 RR @ 16"O.C. 2X6 WALL STUDS @ 16"O.C. U) O ALTERATIONS PER TABLER402.1.2.2020 -5/8"PLYWOOD SHEATHING 1/2 PLYWOOD SHEATHING 0 a: RESIDENTIALCODE -#30 BUILDING FELT OR BLUESKIN #15 BUILDING FELT,TYPAR OR BLUESKIN) -ASPHALT SHINGLE ROOFING -SIDING TBD MINIMUM INSULATION: y...„. 5/8"GW R-20 WALLS ". w,.�.._w..._.<' .._ >_..f :" .. - '= -2"CLOSED CELL SPRAY FOAM+71/2"BATT(R 50) 2"CLOSED CELL SPRAY FOAM+31/2"BAIT(R-13) R 19 FLOOR "¢" y"&Y� '4i yf 'x INSULATION-R 26 '- -"'-s-`=�~`=`'�`-'-r"� �"= -PROVIDE ICE WEATHER - R-49 CEILING y y ALL .:0;6-o.=F�;ww=4�;a=,c.;8,_fw.y�: •9,,,6,+^:.F,�r,w_`.,'.. ..Y-:-^'.d;w_4,`•:�'....=.,:.`...-i,,:�.6;<:'•M� W Seal: „..a:_.v"..:::.'s:...:<�.m:..:,u!.._....:1..r.h.....k.,...«.....w:.i..:¢' ..c..a:«....a..N.....n'..y..w., UNDERILAYMENT-24"FROM FACE OF r PROVIDE FLASHING AS REQUIRED FLOOR CONSTRUCTION: 5 I 5- ,+��<.a:, y,,.....s..f.m..�;.. "d.v.�..'.y,.'m� ti�`ys.:.:;�i.'.lr�>'f,5x'.:�<<:w>:.^� EXIST. :.....e,..h..,..-.. . -3/4"WOOD FLOORING NEWO.C. ' � •' 3/4'PLYWOOD SHEATHING NEW EXIST 2X12 FJ@16"0 C WINDOW WINDOW :.:,, ,_<.,' " ;:.. ...._..._..... FIREPLACE ¢"""`" ry¢--y-' 4� M~ :,fi:%::. R-30 BATT INSULATION 2 ;. ...._......._-- --.............. .........................................._... _. _._.................__._.-._..__ -_ _..............._...._._. PROJECT MANAGER: CVI I '' `r-�• /' / //�� --• -ram--� //lL�i -/ _........_..._.__._....._.............._...._......._....................._.................................._._..,_.._ `-_ _.-- -_ __ - 2X8 SISTERED TO RR(4'-0"LONG)-- - -- ----'- PLATE HEIGHT Esra Oman n of a s below. ' ; � / .... ................_.. _._..._.._._._..__._..__....._....____._......_..__. � __.. ---_..___-__...._......_._-- 12 DIRECT VENT GAS FIREPLACE B. ,� , , / . _ / / 'NEW G1�SlRECi` / // / / MENDOTA FV36DV FP / � � � NEW�2X�2 RR@ --v-__ - PLATE HEIGHT ............. �... , " Associate A.�.A 0 VENT OUT FROM WALL I o // f / , / / __....-. _. __.___._.____ __.__._._.-.___. '1 O'H'-- - 2X8 SISTERED TO 16'-9" _..__........__.__...___......._.._..._.........._..._..._.._.__.. R 0 LONG) Sag Harbor, New York, 11963 R(4� �� / _ - _ i» NEW(2)11 7/8"LVL GIRDER tel 631 833 4416 esra@ozcanarch.com 210q / __L. _1 __....._..__.. _....., / ' / / �` O.H. LT.L._ Z_ Lam:. 12 � - ~ www.ozcanarch.com N 0 / ."?/ / i / /. . i - -....V . --- ---- Shampoo o HALL -- o Fui /15 ST' o '' / / j /j / _ _ M o� I I/ EXISTING TO REAMIN / DRUMMOND I / "i� � w _______. :_.. W MSTR.BATH. 8�_THER AL / ,� g �_ _.._....ENVELOPE 0 / ti �� rz EXIST.2X8 RR 16 - SOUTH FACADE I j E OUP f' / / / _.__ ,___._,._,_._-__.._.._..,..,._,., ___....._,.. RESIDENCE REMOVE EXIST.WINDOWS AND / �`` / - 1_...: . l.. I__......._T.::::: -1:::::... :.:.C: SWING DOOR - - -- _ _..___ 1:.::::::.._._..I::::.:...._..1.:: __.T::::::.........1.......... UNFINISHED EXIST 2'-0"KNEE WALL �/:i/ f -__ __ _._--- - _1.........__I..._. ._.. .::::::1::::::_: STORAGE NEW WINDOWS AND INSWING ' ` / -- - FRENCH DOORS 'T o I / /' , ':��� ,� �xtsT. x1 tD f �._._._._..-. _ - _ ,- ....______. RENOVATIONS AND a /!. /��f -.-� - --.. SECOND- - FINISH FLOOR - -- - - - SECOND FINISH FLOOR A G II I // I I 9'-1 1/4" .. ._ _ ____._._��-_ ___... ' ` EXIST.2X12 FJ 16"O.C) ^ 9'-1 1/4" III ,t II 11 ADDITIONS TO EXISTING %� ,• /� / % 1' 1 +� 1 l -- HOUSE , � �' / ," -- _..____- --'-'-- oP 2"CLOSED CELL SPRAY FOAM AT , � / � -' / , / �.� 675 WINDY POINT LANE RIM JOIST FIEDRAL C 1 / / , ____„_„_ ------- __........_.._..__._ SOUTHOLD, NEW YORK 11971 / ...... . ... ,. NEW(3)11 7/8"LVL w/(2)3/4"STEEL Date : 06/12/2022 _...._:............._..... _ ..... PLATES DROP GIRDER L �:' "' ' EXISTING LAUNDRY/MECHANIC � Scale :/ , As Noted I l AA F1 ## -- o � f �: __ EXIST.GARAGE WALLS _ I ' 1 _ _ `)ST/ x one a noted scale q EXIST.PC SLAB ON GRADE PROPOSED '' nedfwalS'bel ' / PLANS&SECTION& 00 //i � �L - _.__ ` `� EXIST. GARAGE LS SCHEDUE -o g o. EXISTING 8"FOUNDATION WALL ON II II II= _ iilIIIIIIII IIII Ills I °��.':'::, II=I I I =IIII= =II I = III= II f.`;,;.' III-IIiI- EXISTING FOOTINGS I'll tillIIIIA- 1 01 PROPOSED RENOVATIONS SOUTH SIDE-SECOND FLOOR PLAN PARTIAL 3 SCHEMATIC BUILDING SECTION 2 1 Scale: 1/4" = 1'-0" Scale: 1/4" = 1'-0" No. Date Issue Notes 1 03/17/2022 Existing Conditions 2 03/29/2022 Schematic Design 3 04/13/2022 Revised Schematic Design 4 06/12/2022 Permit set Ownership and Use of Documents: PROPOSED ADDITION -t - y 5 3j8• These drawings and specifications including the s REPLACEMENT !�A � ideas and arrangements represented therein, PICTURE WINDOWS: are the property of the architect. No part therof LINE OF EXISTING CONTRACTOR TO 12 ;* � shall be copied,disclosed to others or used in GARAGE ROOF TO BE VERIFY FIELD ,r--- �� c) M S:S connection with any work or project other than REMOVED 3� - O 3i8„ ti for which they have been prepared without the DIMENSION BEFORE r? 5 303 io io co ^ \ COMENCEMENT OF �'- Ir n 302 °��° expressed written consent of Architect. WINDOW ORDER 304 -C11 C° Cr. M i� Error or Omissions in the drawings which are ------- ------ clearly necessary for the completion of the work IL or its appurtenances shall be considered to be 71/4" 11, 4'-8 3/8" 4'-8 3/8" 4'-8 3/8" 4'-8 3/8" 7114" included work although not directly specified or --- NEW SOFFIT(BEADED BOARD) shown in the drawing. NEW TRIMS DO NOT SCALE THE DRAWINGS. If a ---- --------------------------------------------------------- LOFT ------ NEW FASCIA - - - - � - - - - - - - - - dimension is needed that does not exist onth . . t 18'-0 3/4" NEW CORNER BOARD _..-----._..._..._...N ._..._�._......_......_...-----._._.........----- ____--- ���.�-,._�� `�ry�-�rt.n..'.�.��:,;�`e:;.=..:.... -----�- _ - � ,_ , drawin s,contact the architect for additional / ` M � _ information. ..........................................._.._....... ..............................._.. ..............-- .....................--------------...--------------------- _.............. // 207 \ // 208 \\ - ---.._�._._.._.. ._._.._._......_ Drawing egend _ W 6'INSWING FRENCH DOOR ---- '- ----_� .. _ -_...- --- -- -- _ - ----- ------ ----- -- _ _ NEW(2)3'X6'CASEMENT WINDOWS . - _ _ _ _ T T__.. W \ \ / \ \ / / // 1 Wall To Remain New Wall / New Foundation Wall \ - - --- \ ------- e / I I EXtSTIIJG CODE COMPLAINT RAILING \ Lines Above = ----------- Lines Below III rn —J SECOND FINISH FLOOR SECOND FINISH FLOOR ---.-_--- --------......---..-.-............-.......-......-. G Door Tag c� _ __.. __. _.. SECOND FINISH FLOOR N - - - - - - - - - - - - - - - - - - N W " " 9-1 1/4 9-1 1/4 9 1 1/4 Window Ta (� _.._....---._........................__................._...................._....... 101 9 ion X, L_- Sheet A XXX --------- --------- ---------- — -1 P _ Detail Tag .......... _..........................----...._..... .............................................._.._._......._.....__....__.._..--- - --....------------ ----- - --- -_..... - -- ......................._.__.._..-------._......................_..._.._---------�----._..........._......_..................................._......- -... Elevation Tag -- --.........._ __..............-----................................................................._.._.....--................................._.......... _.. ................................................................_............ -----............._._........._....._....---............_......._.-_._.._.._....-- - - ---.._..--—---------- -- I Ele vation evation Tag [TU x -4XX ' FIRST FINISH FLOOR FIRST FINISH FLOOR j -- ......- _...........-_..............-----.......--- -.._.._._......._.. ------ _....._.._..._..-- -._..._........................_.._......._._._.....--- _..._...- --._.._..---....------._._.._...._..._._.........._..........._.._.__.............-----........................._......._..------ --._.._.._._......__..._._..........._..._...-- - - -- - ..._.._._..- -- — --- --- - - - - - - - - - - - - - UTILITY OM 0 OM 0" ROOM '-o" .7777777 -- - - - - - ROOM W - - - - - - - - - - - - - X 2 0 - - - - - - - - - - - _2-0 - . GARAGE '. ::.. _ _ _ GARAGE � Z AVE. GRADE W Z 0 U -' � N ZZLO u7 0 co 0 � SOUTH ELEVATION w co co — WEST ELEVATION co Scale: 1/4" = 1'-0" 4 Scale: 1/4" = 1'-0" 2 = � C° 0- 0X W am U) O O a REPLACEMENT PICTURE Seal: WINDOWS: CONTRACTOR TO VERIFY FIELD DIMENSION BEFORE COMENCEMENT �... OF WINDOW ORDER � II z i O`o `0 s NEW EXTERIOR SIDING �.: .... LIDO n NEW TRIMS AT ALL WINDOWS 306 305 0 o AND DOORS ----...---- --.......... -- NEW FASCIA,RAKE AND ........._---...........................-_..... LINE OF EXISTING CORNERBOARD -<.,...,.,--- _....._..._.. _ .....,:.:w.:::.:::::::::...__:....:....._:.................__-_ -- - -- - �... ..y .. . .:.4. ..... x _ GARAGE ROOF TO BE PROJECT MANAGER: > REMOVED _,_.. - _ Y ^- _ ' PROPOSED ADDITION ABOVE 1_2" --- Es ra Ozca n x _ - - s--- -:.... - ..... EXIST.GARAGE ------ .._C==-- - W...._...... _...x =.- - _... - - _ L , _ _ r_ :. _..�. . .Associate A I A ......................__................................... V-2" PROPOSED SECOND FLOOR Sag Harbor, New York, 11963 ---------------- -CORNER BOARD ADDTION BEYOND 10' ----------------� - ------ ------------------- ' � ` SIDEYARD SETBACK tel 631 833 4416 esra ozcanarch.com .-_-..-�-...-.-.. zoo `\ `\ `\ `\ _..._. .................__.._....___... �� \\ - ....... www.ozcanarch.com - / \ 201 / 202/ 203/ , O O\ EXIST ROOF TO REMAIN .........-_.._..-----......................... .........__........._._._. ......._........ 204 205 / DRUMMOND / ---8 ..................................................... - ................................._....._.....-----------..._......----._.._...........--.........__.---............................... ---....._... _ RESIDENCE ----------------------------------------------------- Lu - --- _ iv = SECOND FINISH FLOOR c� RENOVATIONS AND SECOND FINISH FLOOR Nu1 - - - - - ; - - _____._.-..-._.__.-..—.._.__._..._..__.___._._...._._..---.---.--.---.-.-..-------.-_-.-_. -- o- - - - - - - - - - - - ; - - - ADDITIONS TO EXISTING _.._._.............__................... -...... .......- -----...-_.._..-- - -....._..._._....--- ......_......_............._..........._.._..._._.. --- -............_......_.__._._.._..__.—. + a 9 1 1/4" N = 9-1 1/4'. _..........._........_........_..._.__....._.__-.............---- m HOUSE ................._............- ................ a - ----........................._.__._...- --- _ - --- 675 WINDY PO NT LANE — -............. SOUTHOLD, NEW YORK 11971 ................................................................................................... .................-............. .......................... ....... ....... ..... ..................- ............... ............................. ............................................... -- Date : 06/12/2022 ...................................---......................................................_............. ._....._._..............................--...--- -._......_....._...._.... _......- -._...................... IL -1 ' Scale : As Noted ._.._...---..._..-- -- -- - -.._.._.._.._....-......_.. -- � -- --- - EXIST.GARAGE DOORS ...... ... ............... .... Note : 11 x 17- one half noted scale -- Title ....................................._..._.................................._..._........_....................._.__.................................._..__....--.........................................---...--------.-..__ ........ ..........................................._........_._............._......._......._......------_......_........._...............---.._..__....- ___ --- _.__._... — FIRST FINISH FLOOR - - - - - - - - - - - - - - - - - UT UTILITY ROOM 0" PROPOSED ELEVATIONS - - - - - ------- o - - - _1' 0"- - - GARAGE 1' 0" GARAGE " -2 -2'-0 - - - - - - - - - - - - - DWg. No. A-200 EAST ELEVATION NORTH ELEVATION Scale: 1/4" = 1'-0" 3 Scale: 1/4" = 1'-0" 1