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Home My WebLink About44316-Z �oti0 Ff k oy Town of Southold 9/22/2021 o - P.O.Box 1179 v - 53095 Main Rd y o� Southold,New York 11971 4 CERTIFICATE OF OCCUPANCY No: 42370 Date: 9/22/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 985 Bay Shore Rd, Greenport SCTM#: 473889 Sec/Block/Lot: 53.-3-13.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/4/2019 pursuant to which Building Permit No. 44316 dated 10/21/2019 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: single family dwelling with covered front entry, screened porch and non-habitable unfinished attic space as per ZBA #7470, dated 4/1/2021 and ZBA De Minimus Determination 45222 dated 1/24/2019. The certificate is issued to Kreger,Michael of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0020 7/26/2021 ELECTRICAL CERTIFICATE NO. 44316 7/30/2021 PLUMBERS CERTIFICATION DATED 9/1/2021 Geo Berry Jr. th riz ignature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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#: 44316 Date: 10/21/2019 Permission is hereby granted to: Kreger, Michael 175 W 60th St Apt 33C New York, NY 10023 To: demolish an existing single family dwelling and construct a new single family dwelling with "pull down" stair access to non-habitable, unfinished attic space as applied for per ZBA, Trustee, DEC, and SCHD approvals. At premises located at: 985 Bay Shore Rd, Greenport' SCTM #473889 Sec/Block/Lot# 53.-3-13.1 Pursuant to application dated 10/4/2019 and approved by the Building Inspector. To expire on 4/21/2021. Fees: DEMOLITION $670.00 SINGLE FAMILY DWELLING-ADDI TE N $1,526.80 :r tal: $2,196.80 i r Building Inspec or Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. 6 1 New Construction. Old or Pre-existing Building: (check one) .09 Locationofgrovrty: ef'i9 y��fDD�g-�' 10o 7- House No. Street Hamlet Owner or Owners of Property: / xt e L!G Suffolk County Tax Map No 1000, Section Block '- Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary'Certificate Final Certificate: (check one) Fee Submitted: $ `, Applicant§ignature Building Department Apblication AUTHORIZATION (Where the Applicant is not the Owner) residing at J 'Ili i t (Print property owner's name) (Mailing Address Ye, k�' ltir.;c 3 do hereby authorize Z--41Z j - (Agent) fmf_�/Q to apply on my behalf to the Southold Building Department. (Owner's ignaLure) (Date) (Print Owner's Name) J ®��oF sovey®l Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q sean.devlinCa)-town.southold.ny.us Southold,NY 11971-0959 .�` • �® COW T`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Michael Kreger Address: 985 Bay Shore Rd city-Greenport st: NY zip: 11944 Building Permit#: 44316 section- 53 Block 3 Lot: 13.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 60 Ceiling Fixtures 29 Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt 12 Wall Fixtures 18 Smoke Detectors Main Panel 150A A/C Condenser 3 Single Recpt Recessed Fixtures 80 CO2 Detectors Sub Panel A/C Blower 3 Range Recpt Gas Ceding Fan Combo Smoke/CO 6 Transformer UC Lights 4' Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect 3 Switches 7Q 4'LED Exit Fixtures 11 Pump 11 Other Equipment: Hood, Fridge, DW, Gas Oven, Wine Fridge, Freezer, W/D, Micro, Humidifier Notes New House Inspector Signature: Date: July 30, 2021 S.Devlin-Cert Electrical Compliance Form SO Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ON D BUILDING DEPARTMENT [-�Jj TOWN OF SOUTHOLD D D SEP 2021 BUILDING Dr,,PT. TOWN OF s�')TJTHOLD CERTIFICATION Date: Building Permit No. Owner: K Oe 0 J (Please print) Plumber: o_ Z7 Vlease print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. v Y (Plumbers Xnalum)— Sworn to before me this day of 20L Notary Public, L—County VICKI-T: BERRY f0tary-Public''State of Ne%4'York Mo.-,•01130070081 , Quafiiiidin Suffolk County Coin 'Mission Expires qf SO TOWN OF SOUTHOLD BUILDING DEPT. ouur+, 765-1802 1=N S P ECT -N [ UNDATION 1ST [ ROUGH PLBG. [ ] F UNDATION 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 REMARKS: _ I f3w IL w) DATEf INSPECTOR -7Q71720)>o-ko pf SOUIy°� LI LI 51& 6 89, # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 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 REMARKS: OeU DATE 119,,Q INSPECTOR - vag so TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST I w v FOUNDATION 2ND FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION PRE C/O REF 4ARrtS-. //'WADA i ULU lo 41(� ((76p AO v-,� IA OA W, --I& "YA A. DATE tdql),V>O INSPECTO RFAt - r ti SOUlyolo # TOWN OF SOUTHOLD BUILDING DEPT. 10ou 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING-, [ ] FRAMING /STRAPPING [ ] FINAL [ ] TIREPL'ACE & CHIMNEY ' [ ] FIRE SAFETY INSPECTION [ ] -FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH), [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: E mks ktt, 6vilre& v( 'q , �vwuzA ktc, &*le" tljvw�41 W,r, , DATE INSPECTOR OF 50(/l�o� # # TOWN OSOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] 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 t [ ] PRE C/O REMARKS: DATE 0 INSPECTOR of SO ------ - # _TOWN- OF SOUTHOLD BUILDING DEPT. .'ice • i� `ycourm e�` 76S-1802 INSPECTION ,, . [ ] FOUNDATION 1ST [ ] ROUGH PL13G. ] -FOUNDATION 2ND [ ]/INSULATION/CAULKING [ ] FRAMING /STRAPPING [V FINAL 0 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROU941f ELECTRICAL (FINAL) [ ] CODE VIOLATI [ ] PRE o_ REMARKS: �M(t '7�sc4vM ��► ? `SAT J b �n ��Z' C prw T:�n_ l DATE INSPECTOR , e-OW714 x,3.3- �3•f \ OF SOUTy�� # TOWN OF SOUTHOLD BUILDING DEPT. Comm 765-1802 INSPECTION , [ ] FOUNDATION 1ST [ ] ROUGH PLDG. [. ]' FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: /- FOOK ®07. 1. I DATE �� ®tel INSPECTOR SOUTHOLD TOWN FIRE MARSHAL NOTES JOB: KREGER RESIDENCE-NFPA 13D SPRINKLER SYS. DATE: 8/2/21 LOCATION: 1085 Bay Shore Rd. Greeport SB/L: 53-3-13.1 PERMIT#44316 Third story will be non-habitable space as per J. Jarski. Option 1: Sprinkler system remains in service as a nonrequired fire protection system • an installation acceptance test of the system must be conducted w/fire marshal. • system must be inspected,tested and maintained as per fire code and NFPA 131). Option 2: Remove sprinkler system components as required in 2020 FCNYS Section 107.1.1 Exception#4. AA f 2Z1 1 8/2/2021 Prepared by J.E. [Page] Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2020 New York State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 985 Bay Shore Road,Greenport NY 11944 Test Date 8/10/2021 Building Permit#: 44316 Compliance Pathway Performance Test Completed by: Christopher Silvia ® G�� n RESNET Rater ID# 4150294 12(9S Energy Home Ener Soiuti v NATE ID# 187 East Main Street A U G 1 6 2021 ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Uri WE Building-Enveloue Tightness TOWIN Ut Volume Calculation : Check if conditioned Basement Floor Area Volume Basement 0 ❑Conditioned Crawl Space 1st 1625 14788 sealed Attic 2nd 1662 16390 *The conditioned floor area of dwelling Is calculated in 3rd 0 accordance with ANSI 2765,except that conditioned floor Attic 16809 w6a ludes areas w ere the ceiling height is less than 5 Total Volume 47987 ft. CFM @50 pa 1481 Air changes/hr 50 a 1.85 Code Compliance: Pass Duct Tightness: Post Constructio Test-Total DuW Leakage System-1: 1st Floor Duct Location Basement Floor Area 1625 Leakage CFM @ 25pa 65 CFM/100 ft2 CFA 4.00 Code Compliance: Pass System-2: 2nd Floor Duct Location Conditioned Space Floor Area 1662 Leakage CFM @ 25pa NIA CFM/100 fe CFA N/A Code Compliance: Exempt System-3: Duct Location Floor Area Leakage CFM @ 25pa CFW100 e CFA Code Compliance: All building envelope tightiness testing has been verified using instruments and procedures specified in ASTM E1827 as required by 2018 IECC as amended by the 2020 New York State Supplement,section 402.4.1.2.The building duct and plenum system has been verified as required by the 2018 IECC as amended by 2020 New York State Supplement,Section 4033.4. Signature: ,e-°` Date: 8/10/2021 Christ er Silvia,Home Energy Solutions y3 ` G Load Short Form Job: 1085 Bayshore Road Fl Oqh1 t: ENERGY Date: 9/25/19 SO[UiruJr� Entire House � LD) By: Katelyn Maieski Home Energy Solutions Inc 187 East Main Street,Huntington,NY 11743 Phone-631-673-0664 Email gdlamay3@gmailconi® AUG - 4 2021 Project • For. TO ll'TN OF SOATT110L 1085 Bayshore Road, Greenport, NY 11944 Design Information Htg Cig Infiltration Outside db (°F) 11 86 Method Simplified Inside db(°F) 72 75 Construction quality Average Design TD (°F) 61 11 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/Ib) 33 32 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coll n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Cig AVF OF) (Btuh) (Btuh) (cfm) (cfm) AH1_1st Floor 1631 25850 14464 793 793 AI-12—Master Suite 925 11950 5223 600 600 AH3 2nd Floor 804 13619 6295 600 600 Entire House 3359 51419 25522 1993 1993 Other equip loads 5786 999 Equip. @ 0.91 RSM 24028 Latent cooling 5099 TOTALS i 3359 i 57205 I 29127 i 1993 i 1993 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wright soft" 2019-Sep-26 15.0942 <e..,•r3. t-,_ Right-Su de®Universal 2019 19 0 09 RSU20822 Page 1 nghtsoft HVAC11085 Bayshore Road-Greenport rup Calc=MJ8 Front Door faces S Load Short Form Job: 1085 Bayshore Road FI 41 M E ENERGY Date: 9125119 X01 liT't, ; AM 'st Floor By. Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone 631-673-0664 Email gdlamay3@gmail com Project • • For. 1085 Bayshore Road, Greenport, NY 11944 Design Information Htg Clg Infiltration Outside db(°F) 11 86 Method Simplified Inside db(°F) 72 75 Construction quality Average Design TD (°F) 61 11 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/Ib) 33 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Weil-McClain Make Trane Trade WEIL-MCLAIN Trade TRANE Model GV90+6 Cond 4TTR6024J1 AHRI ref 4615200 Coil TAM9AOA24V21 AHRI ref 10093708 Efficiency 91 AFUE Efficiency 13.5 EER, 16 SEER Heating input 175000 Btuh Sensible cooling 16660 Btuh Heating output 161000 Btuh Latent cooling 7140 Btuh Temperature rise 185 °F Total cooling 23800 Btuh Actual air flow 793 cfm Actual air flow 793 cfm Air flow factor 0.031 cfm/Btuh Air flow factor 0.055 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 In H2O Space thermostat Load sensible heat ratio 0.85 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Entry/Hall 276 3335 1593 102 87 Kitchen/Dining 475 6272 5032 192 276 Living Room 516 9567 4382 293 240 Mechanical Rm 51 0 0 0 0 Mud Room 89 1518 507 47 28 Pwdr Rm 38 966 420 30 23 Study 186 4192 2529 129 139 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wriglhts®fft- 2019-Sep-26 15:09 42 RM Right-Sude®Universal 2019 19 0 09 RSU20822 Page 2 nghtsoft HVAC\1085 Bayshore Road_Greenportrup Calc=MJ8 Front Door faces S AH1_1st Floor 1631 25850 14464 793 793 Other equip loads 2091 361 Equip. @ 0.91 RSM 13431 Latent cooling 2618 TOTALS I 1631 I 27941 I 16049 I 793 I 793 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wf i9 2019-Sep-2615.09.42 Right-Sude®Universa1201919 009 RSU20822 Page .nghtsoft HVAC%1085 Bayshore Road_Greenpart.rup Calc=MJ8 Front Door faces S Load Short Form Job: 1085 Bayshore Road t I t t,i I. e��[9t G 1' Date: 9125119 AH2 (waster Suite By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone 631-673-0664 Email,gdlamay3@gmail com Project • • For: 1085 Bayshore Road, Greenport, NY 11944 Design Information Htg Clg Infiltration Outside db(°F) 11 86 Method Simplified Inside db(°F) 72 75 Construction quality Average Design TD(°F) 61 11 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/Ib) 33 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Weil-McClain Make Trane Trade WEIL-MCLAIN Trade TRANE Model GV90+6 Cond 4TTX6018J1 AHRI ref 4615200 Coll TMM5AOB24M21SAA AHRI ref 8784481 Efficiency 91 AFUE Efficiency 13.0 EER, 16 SEER Heating input 175000 Btuh Sensible cooling 12600 Btuh Heating output 161000 Btuh Latent cooling 5400 Btuh Temperature rise 244 OF Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0 050 cfm/Btuh Air flow factor 0.115 cfm/Btuh Static pressure 080 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.74 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Hall 167 421 113 21 13 Laundry Room 65 859 927 43 106 Master Bath 187 3857 1595 194 183 Master Bedroom 330 5495 2336 276 268 Master WIC 62 1000 170 50 20 Master WIC2 42 107 29 5 3 Stair/OTB 72 211 53 11 6 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. " 4�11PA'i€�If9�SOtft .d:�•,.w_. ..�. Right-SuRe®Universal 201919.0.09 RSU20822 2019-Sep-26 15 09 42 Page 4 ..rightsoft HVAC\1085 Bayshore Road_Greenportrup Calc=MJ8 Front Door faces S AI-12—Master Suite 9256 11950 5223 600 600 Other equip loads 1636 282 Equip. @ 0.91 RSM 4988 Latent cooling 1976 TOTALS I 925 I 13585 I 6964 I 600 I 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A .�1. wrightsoftR 2019-Sep-26 15 09 42 'I Right-Suite®Universal 2019 19 0 09 RSU20822 Page s Arm nghtsoft HVAC\1085 Bayshore Road_Greenportrup Calc=MJ8 Front Door faces. S Load Short Form Job: 1085 Bayshore Road I I.DME E NI E R r i Y Date: 9125/19 AH3 2nd Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone 631-673-0664 Email gdlamay3@gmail.com Project • • For: 1085 Bayshore Road, Greenport, NY 11944 Design Information Htg Clg Infiltration Outside db(°F) 11 86 Method Simplified Inside db(°F) 72 75 Construction quality Average Design TD(°F) 61 11 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/Ib) 33 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Weil-McClain Make Trane Trade WEIL-MCLAIN Trade TRANE Model GV90+6 Cond 4TTR6018J1 AHRI ref 4615200 Coil TMM5A0B24M21SAA AHRI ref 8784473 Efficiency 91 AFUE Efficiency 13.0 EER, 16 SEER Heating Input 175000 Btuh Sensible cooling 12600 Btuh Heating output 161000 Btuh Latent cooling 5400 Btuh Temperature rise 244 OF Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.044 cfm/Btuh Air flow factor 0.095 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.74 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bath 2 56 1869 608 82 58 Bath 3 55 918 404 40 39 Bath 4 68 1810 794 80 76 Bedroom 2 230 3873 1560 171 149 Bedroom 3 191 2621 1979 115 189 Bedroom 4 205 2527 948 111 90 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. nlr lghx�� 2019-Sep-2615 09.42 a�=.•, 150—.t., Right-Suite®Universal 2019 19 0.09 RSU20822 Page 6 Arm nghtsoft HVACN085 Bayshore Road_Greenport rup Calc=MJ8 Front Door faces S AH3_2nd Floor 804 13619 6295 600 600 Other equip loads 2060 356 Equip. @ 0.91 RSM 6025 Latent cooling 2378 TOTALS I 804 I 15679 I 8403 I 600 I 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. * w rightsaft'° 2019-Sep-2615:09 42 .. Right-Sude®Universal 2019 19 0 09 RSU20822 Page 7 . nghtsoft HVAC\1085 Bayshore Road_Greenport rup Calc=MJB Front Door faces S N , '1 1st Floor 92 cfm 73 cfm 73 cfm 92 cfm Kitchen/Dina c 6x4 6x4 6x4 6x4 Livinq Rooi 92 cfm 6 x 12 8 x 4 F4 x 12 Pwdr Rn 8 x 12 30 cfm 6x4 47 cfm 10x12 6x4 Mud R001114 x 12 73 cfm Mechanical Rr 793 cfm H4x1Entry/Hal 73 cfm �3 4x12 6x4 102 cfm udy 8x4 139 cfm Job#: 1085 Bayshore Road Home Energy Solutions Inc. Scale: 1 : 89 Performed by Katelyn Maieski for: Page 1 187 East Main Street Right-Suite(g)Universal 2019 1085 Bayshore Road Huntington,NY 11743 19 0 09 RSU20822 Greenport,NY 11944 Phone 631-673-0664 2019-Sep-26 15 11.32 gdlamay3@gmad corn 1085 Bayshore Road_Greenport.rup N, 2nd floor Bath 4,- 111 cfm,` 80 cfm Master WIC 50 cfm /138 cfm Bedroom" 120 cfm Master WIC; Master Bedrooi Bath 3 e �5 cfm 40 cfm f� ®' 217 cfm `- \428 cfm 138 cfm ,Bedroom;: , 21 cfm�® Hall Stair/OTE J Master Batl 1 %'Cfm 0.11 Cfm 97 cfm 189 cfm 279 cfm 253.cfm ®`106 cfm Bedroom Laundry Rooi Bath 2 171 cfm 82 cfm Job#: 1085 Bayshore Road Home Energy Solutions Inc. Scale: 1 : 89 Performed by Katelyn Maieski for: Page 2 187 East Main Street Right-Su ite®Universal 2019 1085 Bayshore Road Huntington,NY 11743 19 0 09 RSU20822 Greenport,NY 11944 Phone.631-673-0664 2019-Sep-26 15.11.33 gd1amay3@gmad corn 1085 Bayshore Road_Greenport.rup N /1 Attic Attic Knee 91- - - - - - - - - - - - -Attic—Knee'- - - - 10x4 6 x 4 I 4x4 12 x 12 5 _74x12— —0 4x4 4x1 12x12 Attic Storag `6x12 712x12 4x4 6x4 4x12 6x12 4x4 8 1 10 x 12 4 xAttic Knee 6 x 12 1 1 6x12 — — ___D 8x4 6x 12 6x 12 4x12 Attic Knee: 6 x 4 Job#: 1085 Bayshore Road Home Energy Solutions Inc. Scale: 1 : 89 Performed by Katelyn Maieski for: Page 3 187 East Main Street Right-Suite®Universal 2019 1085 Bayshore Road Huntington,NY 11743 19 0.09 RSU20822 Greenport,NY 11944 Phone 631-673-0664 2019-Sep-26 15 11.33 gdlamay3@gmad corn 1085 Bayshore Road—Greenport rup Manual S Compliance Report Job: 1085 Bayshore Road E 1 f—R hs EE N E rt G Y Date: 9125/19 �. AH1 1st Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone.631'673-0664 Email gdlamay3@gmail com Project • • For- 1085 Bayshore Road, Greenport, NY 11944 Coofing Equipment Design Conditions Outdoor design DB: 85.6°F Sensible gain: 14825 Btuh Entering coil DB: 75.7°F Outdoor design WB: 72.1 OF Latent gain: 2618 Btuh Entering coil WB: 63.2°F Indoor design DB: 75.0°F Total gain: 17443 Btuh Indoor RH: 50% Estimated airflow: 793 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Trane Model: 4TTR6024J1+TAM9AOA24V21 Actual airflow: 793 cfm Sensible capacity_ 18944 Btut> 128%of load Latent capacity: 3993 Btuh 152%of load Total capacity: 22937 Btuh 131%of load SHR- 83% Heating Equipment Design Conditions Outdoor design DB: 10.6°F Heat loss: 27941 Btuh Entering coil DB: 69.3°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type. Prop boiler Manufacturer: Weil-McClain Model: GV90+6 Actual airflow: 793 cfm Output capacity: 161000 Btuh 576%of load Meets all requirements of ACCA Manual S. 1MrlghitsofV 2019-Sep•26 15 09.42 Rig ht-Su ite®Universal 2019 19 0 09 RSU20822 Page 1 rightsoft HVACN085 Bayshore Road_Greenportrup Calc=MJ8 Front Door faces S Manual S Compliance Report Job: 1085 Bayshore Road U1@t,9E E.CRGY Date: 9125119 ��L r1 r l"N AH2 Master Suite By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone 631-673-0664 Email gdlamay3@gmad.com Project • • For: 1085 Bayshore Road, Greenport, NY 11944 • • • • • Design Conditions Outdoor design DB: 85.6°F Sensible gain: 5505 Btuh Entering coil DB: 75.5°F Outdoor design WB: 72 1°F Latent gain: 1976 Btuh Entering coil WB 63.1°F Indoor design DB: 75.0°F Total gain: 7481 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Trane Model- 4TTX6018J1+TMM5AOB24M21SAA Actual airflow: 600 cfm Sensible capacity,- 12600 Btuh 229%of load Latent capacity: 5400 Btuh 273%of load Total capacity: 18000 Btuh 241%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 10.6°F Heat loss: 13585 Btuh Entering cod DB: 69.37 Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type* Prop boiler Manufacturer: Weil-McClain Model: GV90+6 Actual airflow: 600 cfm Output capacity: 161000 Btuh 11851/6 of load Meets all requirements of ACCA Manual S. * wrightsoft- 2019-Sep-26 15 09:42 r'� .v,m•,.�,„...�.,�.m, Right-Swte®Universal 2019 19 0 09 RSU20822 Page 2 +� ..nghtsoft HVAC\1085 Bayshore Road_Greenport.rup Calc=MJ8 Front Door faces, S Manual S Compliance Report Job: 1085 Bayshore Road H OAM E ENERGY Date: 9125119 za I"T10 N= AH3 2nd Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone.631-673-0664 Email gdlamay3@gmail.com Project • • For: 1085 Bayshore Road, Greenport, NY 11944 Cooling Equipment Design Conditions Outdoor design DB: 85.6°F Sensible gain: 6651 Btuh Entering coil DB: 75.6°F Outdoor design WB: 72.1'F Latent gain: 2378 Btuh Entering coil WB: 63.ZF Indoor design DB: 75.0°F Total gain: 9029 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Trane Model: 4TTR6018J1+TMM5AOB24M21SAA { Actual airflow: 600 cfm Sensible capacity. 12-600 Btuh 189%of load Latent capacity: 5400 Btuh 227%of load Total capacity: 18000 Btuh 199%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 10.6°F Heat loss: 15679 Btuh Entering coil DB: 68.7°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop boiler Manufacturer: Weil-McClain Model: GV90+6 Actual airflow: 600 cfm Output capacity: 161000 Btuh 1027% of load Meets all requirements of ACCA Manual S. wrightsofv 2019-Sep-26 15 0942 +� .v •ra�...�..� Right-Suite®Universal 2019 19 0 09 RSU20822 Page AC ...rightsoft HVAC\1085 Bayshore Road—Greenportrup Calc=MJ8 Front Door faces• S Duct System Summary Job: 1085 Bayshore Road El(R?d E E-NT E R G Y Date: 9125119 AM 1st Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone 631-673-0664 Email,gdlamay3@gmail com Project • • For: 1085 Bayshore Road, Greenport, NY 11944 Heating Cooling External static pressure 0.80 in H2O 0.80 in H2O Pressure losses 0.30 in H2O 0.30 in H2O Available static pressure 0.50 in H2O 0.50 in H2O Supply/return available pressure 0.459/0.041 in H2O 0.459/0041 in H2O Lowest friction rate 0.073 in/100ft 0.073 in/100ft Actual air flow 793 cfm 793 cfm Total effective length (TEL) 683 ft SupplyBranch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Entry/Hall h 3335 102 87 0.187 5.2 4x6 ShMt 30.3 215.0 st7 Kitchen/Dining c 1677 64 92 0.144 5.2 4x6 ShMt 39.7 280.0 st5 Kitchen/Dining-A c 1677 64 92 0.191 5.0 4x6 ShMt 25.3 215.0 st6 Kitchen/Dining-13 c 1677 64 92 0.123 5.4 4x8 ShMt 27.3 345.0 st5 Living Room h 2392 73 60 0.099 5.2 4x6 ShMt 52.0 410.0 st5 Living Room-A h 2392 73 60 0.073 5.5 4x 6 ShMt 67.0 560.0 st5A Living Room-13 h 2392 73 60 0.074 5.5 4x6 ShMt 57.7 560.0 st5A Living Room-C h 2392 73 60 0.084 5.4 4x 6 ShMt 50.0 495.0 st5A Mud Room h 1518 47 28 0.149 4.0 4x4 ShMt 28.3 2800 st4 Pwdr Rm h 966 30 23 0.179 3.3 4x4 ShMt 25.7 230.0 st4 Study c 2529 129 139 0.196 5.7 4x8 ShMt 18.7 215.0 st7 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st6 Peak AVF 562 567 0 073 680 11.9 12 x 10 ShtMetl st1 st7 Peak AVF 231 226 0.187 693 7.0 12 x 4 ShtMetl st1 st1 Peak AVF 793 793 0.073 680 13.4 12 x 14 ShtMetl st4 Peak AVF 76 51 0.149 229 4.9 12 x 4 ShtMetl st6 st5 Peak AVF 422 424 0 073 636 10.6 12 x 8 ShtMetl st6 st5A Peak AVF 220 180 0.073 440 8.3 12 x 6 ShtMetl I st5 oft- 2019-Sep-26 15.09 42 w W�I(9�I�Sg Ri ht-Sude®Unrversal 2019 19 0 09 RSU20822 Pagel AC' nghtsoft HVAC\1085 Bayshore Road_Greenportrup Calc=MJ8 Front Doorfaces S 1 Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (In) (in) Opening (in) Matl Trunk rb1 Ox 0 793 793 56.3 0.073 680 13.4 12x 14 ShMt r 4a. wrig tsofr 2019-Sep-26 15 09 42 RLrL+F! ,...�., Right-Suited Universal 2019 19 0 09 RSU20822 page2 .nghtsoft HVAC11085 Bayshore Road—Greenport rup Calc=MJ8 Front Doorfaces- S Duct System Summary Job: 1085 Bayshore Road i-i 0A h1 r EX E R G Y Date: 9/25/19 AH2 Master Suite By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone 631-673-0664 Email gdlamay3@gmail com Project • • For. 1085 Bayshore Road, Greenport, NY 11944 Heating Cooling External static pressure 0.80 in H2O 0.80 In H2O Pressure losses 0.24 in H2O 0.24 in H2O Available static pressure 0.56 in H2O 0.56 in H2O Supply/return available pressure 0.485/0.075 in H2O 0.485/0.075 in H2O Lowest friction rate 0.101 in/100ft 0.101 in/100ft Actual air flow 600 cfm 600 cfm Total effective length (TEL) 556 ft SupplyDetail Table Design Htg Cig Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Hall h 421 21 13 0.101 3.3 4x4 ShMt 42.0 440.0 st8A Laundry Room c 927 43 106 0.109 5.9 4x 8 ShMt 34.3 4T0.0 st8 Master Bath h 1928 97 92 0.271 4.7 4x6 ShMt 14.3 165.0 st9 Master Bath-A h 1928 97 92 0 159 5.2 46 ShMt 25.7 280.0 st8 Master Bedroom h 2747 138 134 0.125 6.3 4X10 ShMt 34.3 355.0 st9A Master Bedroom-A h 2747 138 134 0.260 5.4 48 ShMt 21.3 165.0 st9 Master WIC1 h 1000 50 20 0.119 4.3 44 ShMt 51.3 355.0 st9A MasterWIC2 h 107 5 3 0.146 1.8 4x4 ShMt 43.3 290.0 st9A Stair/OTB h 211 11 6 1 0.129 1 2.4 1 4x4 I ShMt 1 30.0 345.0 1 st8 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (Cfm) (cfm) FR (fpm) (in) (in) Material Trunk st9A Peak AVF 194 157 0.119 581 7 2 12 x 4 ShtMetl st9 st9 Peak AVF 428 383 0 119 642 9.7 12 x 8 ShtMetl st10 st8 Peak AVF 172 217 0.101 434 7.8 12 x 6 ShtMetl st10 st8A Peak AVF 21 13 0.101 63 3.3 12 x 4 ShtMetl st8 st10 Peak AVF 600 600 0.101 720 11.4 12 x 10 ShtMetl st3 st3 Peak AVF 600 600 1 0 101 1 720 11.4 12 x 10 ShtMetl nri ght sotV 2019-Sep-26 15.09 42 +� .. �_,,„... I-T- Right-Suite®Universal 2019 19.0 09 RSU20822 Page 3 Arm .rightsoft HVAC\1085 Bayshore Road-Greenport rup Calc=MJ8 Front Door faces. S 4 Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (In) (in) Opening (in) Matl Trunk rb5 Ox 0 172 217 74.3 0.101 434 7.8 12x 6 ShMt rt2 rb2 Ox 0 428 383 55.7 0.134 642 9.4 12x 8 ShMt rt2 TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt2 Peak AVF 600 600 0.101 600 11.4 12 x 12 ShtMetl V4 rilghirSwo 2019-Sep-2615.0942 Z,,,...._.�.�t.a� Right-Suite®Universal 201919009RSU20822 Page Arm nghtsoft HVAC\1085 Bayshore Road_Greenportrup Calc=MJB Front Door faces S Duct System Summary Job: 1085 Bayshore Road FI`+�a�ldL FV+EHif;�' Date: 9/25119 Vit? )�I1;24AH3 2nd Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone 631-673-0664 Email gdlamay3@gmad.com Project • • For- 1085 Bayshore Road, Greenport, NY 11944 Heating Cooling External static pressure 0.80 in H2O 0.80 in H2O Pressure losses 0.24 in H2O 0.24 in H2O Available static pressure 0.56 in H2O 0.56 in H2O Supply/return available pressure 0.302/0.258 in H2O 0.302/0.258 In H2O Lowest friction rate 0.065 In/100ft 0.065 in/100ft Actual air flow 600 cfm 600 cfm Total effective length (TEL) 867 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mat[ Ln (ft) Ln (ft) Trunk Bath 2 h 1869 82 58 0 065 5.9 4x 6 ShMt 111.7 3550 st2A Bath h 9T8 40 39 0A f4 4.0 4x4 ShMt 65.0 200.0 st2 Bath 4 h 1810 80 76 0.159 4.9 4x6 ShMt 55.0 135.0 st2 Bedroom 2 h 3873 171 149 0 067 7.7 12x 4 ShMt 95.0 3550 st2A Bedroom 3 c 1979 115 189 0.089 7.6 12x 4 ShMt 75.7 265.0 st2 Bedroom 4 h 2527 111 90 1 0.552 1 4.3 1 4X6 I ShMt 1 39.7 1 15.0 1 st2 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2 Peak AVF 600 600 0.065 600 12.4 12 x 12 ShtMetl st2A Peak AVF 253 207 0.065 506 90 1 12 x 6 ShtMetl st2 TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb7 Ox 0 253 207 400.0 0 065 506 9.0 12x 6 ShMt rt1A rb6 Oxo 227 279 261.3 0.099 558 8.6 12x 6 ShMt rt1 rb3 Ox 0 120 114 189.7 0.136 361 5.9 12x 4 ShMt rt1 wwight o-I It- 2019-Sep-26 15 09 42 Rig ht-Su ite®Universal 2019 19 0 09 RSU20822 Page 5 / i nghtsoft HVAC11085 Bayshore Road_Greenport rup Calc=MJ8 Front Door faces S 4, Return Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1A Peak AVF 253 207 0.065 506 9.0 12 x 6 ShtMetl rt1 rt1 Peak AVF 600 600 0.065 600 12.4 12 x 12 ShtMetl - wrightsoft" 2019-Sep-26 15 09:42 Right-Suite®Universal 2019 19 0.09 RSU20822' Page 6 /7�+ ..rightsoft HVAC\1085 Bayshore Road Greenport rup Calc=MJB Front Door faces S JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck,NY 11952 (631) 774 7355 Date: October 18, 2019 To: Southold Town Building dept. Re: Michael Kreger 1085 Bay Shore Road Greenport,NY 11944 SCTM: 1000 53 3 13.1 "Owner will install pull down staircase to non-habitable storage c". To Whom It May Concern: For the above mentioned new single family dwelling in dealing with the attic,the owner will install pull down staircase to access the non-habitable storage attic. Any questions feel free to call. Si cerel , > James �ee oski P.E. • • • • CO MENTS FOUNDATION(IST) FOUNDATION (21 )TM MAMA ROUGH FRAMING& T TAW,V MM PLUMBING 10 19 M El:Rf I MW INSULATION . . STATE ENERGY CODE !�'r1'1�/,��l•� '� �� Ohl �:I � � � J��. 1-W-71 MtWA�i ADDITIONAL qOMMANTS - ry �• n _MAW._ .i 1116711MUNranqu maw, '1 • - r - - TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health _ SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Fonn N.Y.S.D.E.C. Trustees C.O.Application Flood Permit • ' i Examined '20' Single&Separate Truss Identification Form i•oStonn-Water Assessment Form • Contact: • • • Appved �i / ,20 / Mail to: Disapproved a/c /�] n hone*�-'/`' '/3!�tS�� / Expiration i ector, t{ _ • 'OCT - 4 2019 APPLICATION FOR BUILDING PERMIT - Date �✓ , 20� -. Tr.P�3r>,1- ,y. , INSTRUCTIONS .. a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relat.unship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced befr; issuance of Building Pen-nit. d.Upon approval of this application,the Building Inspector will hs a Building Permit to the applicant. Such a permit shall,be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any,purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 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 addition sib months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors-on premises and in building for-necessary inspections. (Signature of applicant or name.if a corporation) (Mailing address of applicant1(t� �, - State whether applicant is owne , lessee, agent, architect, engineer, gae —al con-tractor•, electrician,plumber or builder Name of owner of premises >c /f1�CLni (,T (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. �y 1. Location of land on which proposed work will be done: i J Hou�b Number ` ' ' Street Hamlet " County TaxaVlap No. 1000 Section s e3 Block Lot Subdivision r Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 10- 1 ZF- OCA/ b. Intended use and occupancy ��"51C-.-,V ',E- 3. Nature of work(check which applicable):New Building (•-"� Addition Alteration Repair Removal. ' Demolition V` Other Work ' _ (Description) 4. Estimated Cost �' �, d oo Fee_ (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars a,- 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front g�� Rear 'M �, Depth Wf Height 1 f Number of Stories Dimensions of same structure with alterations-or additions: Front Rear Depth Height Number of Stories r rt �7 8. Dimensions of entire new construction: Front ' - � �U Rear Depth '� Height .3 ` .S-'� Number of Stories �a 9. Size of lot: Front, / `�® � Rear .3o,31 _Depth 10. Date of Purchase Name of Fonner Owner 7-4 #OLz" F 11. Zone or use district in which premises are situated =2424jy,= 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded? YES NO ✓ Will excess fill be removed from premises? YES VINO, A) rdo�3 14. Names,of Owner,of premiisse�"yc-�-' d,:P,�=,�� Address-30'0 20TjjA#A _Phone No. J 3 -713- /L� Naive of Architect Address_ Phone No Name-of Contract or,6:a6,mLc- 6U4,,e- --c Addresses/s P�tiC(f'E� honeNo.�3/' �73�-S-o2/rJ Gr•UTC'!t d 6-aZ5- irk V 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES V NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E:C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES__NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO 'k IF YES,PROVIDE A COPY. STATE OF W YORK) SS COUNTY 0lr�011 U��tx��J-- ev1 e V d being duly sworn,deposes and says that(s)he is the applicant (Name of individual sigpAg contract) above named, (S)He is the. ® n'MVqi LT-D fL (Contractor,Agent, Corporate Officer, etc.) of said owner or owners,'aro is duly authorized to per�of n'4 have performed the said work and to make and file this application; that all statements contained in'this application are true to the best of his knowledge and belief;'and that the work will be perforinea.in' the, manner set forth in the application filed therewith. Swt efore me t ' '( of 11 'j, M OCONOR SCHUTTE -lVo-t-aRytulPublic-State of New York Signature of Applicant NO. 01006336E'J5 Qualified in Suffolk County LNotary y Commission Expires Feb 8,2020 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N Y.S D.E.0 Trustees C 0.Application Flood Permit Examined —20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: 1 Approved 0 Mail to S'y�O6en Wok Disapproved a/c Phone G31 Expiration 20 i I B Oi 1SVPR0L �LOd� ALICATION FOR BUILDING PERMIT� Ql Date �� 20 AUG 1 4 2018 INSTRUCTIONS INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets MEMO DMO scale Fee according to schedule T ��t";Pt`"�x11L+a�of lot and of buildings on premises,relationship to adjoining premises or public streets or are ,antfvM rvba +!1 c The work covered by this application may not be commenced before issuance of Building Permit d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant Such a permit shall be kept on the premises available for inspection throughout the work e No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 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,to writing,the extension of the permit for an addition six months Thereafter,a new permit shall be required APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as hereto described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections A ,�/ill (Sifnature of applicaiV name,if a corporation) Q•d.�•x Sal. N4 Imm (Maibfg address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises m.+01*VAtk �krctc►r As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer h1% (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No Other Trade's License No. 1. Location of land on which proposed work will be done- 1029* (&. SN'.0 a Ru4Z 6 LCCA?9,-+ House Numberp Street Hamlet County Tax Map No.1000 Section S% Block $ Lot . F ' Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction a. Existing use and occupancy one,— 5%^;111 d wa lUft; W.NI-V Ae.66FICA Q"'e o V b. Intended use and occupancy Onc. cal w N A J441 v ool 3. Nature of work(check which applicable)-New Building— Addition Alteration Repair Removal Demolition Other Work ooh1% w7 (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling unitsd— Number of dwelling units on each floor N� If garage,number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7 Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories_ Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8 Dimensions of entire new construction:Front Rear Depth Height Number of Stories a, 9. Size of lot:Front Rear Depth 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 1%-40 12.Does proposed construction violate any zoning law,ordinance or regulation?YES VNO_ 13.Will lot be re-graded?YES_NO Will excess fill be removed from premises?YES_NO 14.Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.0 PERMITS MAY BE REQUIRED. b.Is flus property within 300 feet of a tidal wetland?*YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property9*YES NO *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS. COUNTY OFA 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 knowledge and belief,and that the work will be performed in the manner set forth in the application filed therewith Swom to before me thi 41 day of 20� Notary Public COW I plicant Notary Public,State of NeN York No.01 BU6185NO DuaNfied in Suffolk County O Commission Expires April 14,2 O TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN FALL Board of Health SOUTHOLD,NY 11971 4 sets ofBuilding Plans TEL: (631) 765-1802 Planning Board approval FAX: (631)765-9502 survey Southoldtownny:gov PERMIT NO. Check Septic Foran n N.Y.S.D.E.C. T tees �`v�► .O.Application b Flood Permit Examined ,20 Single&Separate Truss Identification Form �;•� � 1�.�� Storm-Water Assessment Form J Contact: Approved ,20 l pEC - 1 2020 Mail to: �3 s Alava•- l�d� Disapproved a/c F.;V2f{►Ea�3 N 96 3,u,T,iJ � Phone: ( 31 X23-3095 Expiration ,20 \ 'lding Inspector APPLIC ON FOR BUILDING PERMIT Date � ,2090 TIZUCTIONS a.This application MUST be co pletely filled in by ewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to sca .Fee according to sched b. Plot plan showing locatio of lot and of buildings on pr ises,relationship to adjoining premises or public streets or areas,and waterways. c.The Evork covered by is application may not be commence before issuance of Building Permit. d.Upon approval of s application,the Building Inspector will ue a Building Permit to the applicant.Such a permit shall be kept on the premis available for inspection throughout the work. e.No building sh be occupied or used in whole or in part for any ose what so ever until the Building Inspector issues a Certificate of O upancy. £Every build' permit shall expire if the work authorized has not co enced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the properly have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. QD ( agnature of appli&M or name,if a(corporation) 735 ri-4 ers �d A,'VVhe 4 r N 1 001 (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder f'irt rim LI �_�uh-1'r�►��"a/s ' Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. 62'4570 Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: �( /0 S &W StiOre Z4 6-eenyo/ /J�f, r" t 11/QT``/ House Number I Street 11aaet County Tax Map No. 1000 Section 53 Block �3 Lot J 3 I Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy P-e-5;denae b. Intended use and occupancy a,,s;dente• 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work F;eei•nl�le� (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor 0f garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations,or addifions: Front Rear Depth Height Number of Stories 8. Dimensions of entire,new construction:Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10.Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO 13.Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO 14.Names of Owner of premises , Address Phone No. Name of Architect C,,„don &I�ne�q •C. Address 1755 S!asbep Id Phone No �3►' l$�l9 SG Name of Contractor 5n+. ,'r,& Address 735'rtsnd us 41 Phone No. &5(- 7z3- 30;r' s' t��afe�oH� r��• ,Qiverhead� NSA /(Q�l 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.is this property within 300 feet of a tidal wetland?*YES NO IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation-at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: - COUNTY OF ) n o-ri i O) J zy being duty sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the_C G .� (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duty authorized to perform or have performed the said work and to snake and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth ' on filed therewith. E ARDOLINO Sw to beNfo& DIAN, STATE OF NEW YORK &igt nNo.01AR6403289 20 Qualified in Wolk k CpU°tY Ex ices otary Public Signa a of Applicant TOWN OF SOUTHOLD BUILDING PERMIT.APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL, Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 Survey Sbutholdtownny.gov PERMIT NO. Check_ Septic Form N.Y.S.D.E.C• Trustees C.O.Application Flood Permit Examined 20 Single&Separate Truss Identification Form Storrn-Water Assessment Form Contact: Appioved ,20 Mail to: Disapproved a/c ,Phone: Expiration _,20 Building Inspector 1 APPLICATION FOR BUILDING PERMIT NOV - 12019 ' Dat INSTRUCTIONS { .-,a.This-4pplication MUSS'be completely filled in by typewriter•or in ink and bmitted to the Building Inspector"with 4 sets of plans,accurate ploi plan to scale, Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relations ip to adjoining premises or public streets or areas,and waterways. c.The work covered by this application;may not be commenced before ' suance'of-Building Permit. d. Upon approval of this application,the Building Inspector will issue Building Prit to the applicant, Such a permit shall be kept on the premises available for inspection throughout the work. . e.No building shall be occupied or used in who or in part for any 'urpose what so ever until the Building Inspector issues a Certificate of Occupancy. • f.Every building permit'shall expire if the'work authorized has oi-commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. no zoning amendments or other regulations affecting the property have been enacted in the interim,the Buildirl.U.Inspector m authorize, in writing,the extension of the permit for an addition six months.Thereafter,a new.permit shall be required. APPLICATION IS HEREBY MADE to the Building De artment for the,issuance of a Bdilding Permit pursuant to the Building Zone Ordinance of the Town of Southold,,Suffolk Co nty,New York,andother,applicable Laws,Ordinances or Re-ulations,for the construction of buildings,additions,ora erations or for•removal,or demolition as herein described.The, applicant agrees to comply with all applicable laws,ordina es,building code,housing•code,and regulations, and to admit authorized inspectors on premises and in building for nee sary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, gent, architect,engineer, general contractor, electrician,plumber or builder Naive of owner of premises �f 1 �'/� C-- (As (As on the tax roll or latest deed) If applicant is a corpoiaCioti,�sigtia 're•of duly authorized officer (Name and title,of cgrpa ate,officer) Builders License No•: L Plumbers License No. Electricians License No. { Other Trade's License No. 1, Locatto of land on w ch proposed work willpe done: a House Number Street Hamlet County Tax Map No 1000 Section l Block Lot Subdivision Filed Map No. Lot 2, State existing use and occupancy of premises and intended use and occupancy of proposed construction'.'.. a. Existing use and-occupancy CS✓_k /Vc!_ b. Tnfended use and occupancy&SI lJA C� r 161 L-l-��nJc' �1/�-/f �S �� 3. Nature of work(check which applicable):New Building ✓ Addition Alteration Repair Removal Demolition i'f Other Work (Description) 4. Estimated Cost Fee (To be paid on fling this application) 5: If dwelling, number of dwelling units•-- Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height r ' Number of Stories 8. Dimensions of entire new construction:Front s !G� `� Rear . ! 6 tr Depth s Height 39' s-," Number of Stories a VA 9. Size of lot:Front Rear 3 P,3 Depth r � 10.Date of Purchase ` `�* •/7 Name of Former Owner6&,_1_;;erA /& ✓_�'fq.S7` 11.Zone or use district in which premises are situated ' 5_ C ".if S t= 12. Does proposed construction violate any,zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded?YES NO Will excess MI'lie reirioved'from premises?,YES NO r�r� �'�•fS � � 14.Nam ! Names of Owner of premises , �C��" �� _AddressNY ,111.Y/0`V/,R.3 Phone No.,QiJ 7/3 r�3►r> Name of Architect Address Phone No Name of Contractor ,, 6ax&•-'Fa Address .22its PNg-- 0hone No. 63 a 15 a. Is this property within 100 feet of a tidal'wetland or a freshwater wetland? `YES (ANO k IF YES, SOUTHOLDTOWN TRUSTEES &D.E.C. PERMITS-MAY BE REQUIRED. b. Is-this property-within 300 feet of a tidal wetland? *YES NO ? IF YES;D.E.C. PERMITS MAY BE'REQUIRED. ' 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. A J 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. �J 18,Are there any covenants and restrictions with respect to this property? YES NO 1! * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF being'duiy sworn, deposes an applicant (Name of individual signing contract)above named, c , 10tary Public,State of New Fork (S)RC is the No.01 BU6185060 (Contractor,Agent,Corporate Officer, etc.) Commission Expires April 14,21—d' of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;,and that the work will be performed in the manner set forth in the application filed therewith, swgril to before me this n day of C7 Notary Public Signature of Applicant OKI 11--ol ILI" BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 9433 DATE: APRIL 17,2019 ' A ISSUED TO: MICHAEL KREGER PROPERTY ADDRESS: 1085 BAY SHORE ROAD,GREENPORT SCTM#1000-53-3-13.1 AUTHORIZATION i A Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the'Resolution of'the Board of Trustees adopted at the meeting held on April 171 2019, and in Michael Kreger and subject to the Terms and k-, consideration of application fee in the sum of$250.0 paid by Mic VW Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and pen-nits the 2 following: Permit to demolish existing one-story dwelling,brick stoop,wood deck,shed with wood steps attached to west side of dwelling,shed with wood ramp,brick walkway,AIC unit on slab,and remove existing septic tankand leaching pools located+/-881 from wetlands;construct new 1,895sq.ft.two-story dwelling to be located 55' from F;sW wetlands with two(2)roofed porches,one 57sq.ft,roofed porch on the front southwest side of dwelling and one 21sq.ft.roofed porch on the northwest side of dwelling with approximately 30sq.ft.of stairs leading down from the roofed porches to the ground;new 13,sq.ft,outdoor shower;new 740sq,ft.infinity pool with spa;new 670sq.ft.pool terrace;new 45sq.ft.pool equipment area on concrete slab located in the no turf zone; new 32sq.ft,generator of concrete slab; new HVAC equipment on 43s .ft,concrete slab; new 41 high pool enclosure fencing to be located 13.5' from landward edge of wetlands; install a new septic tank and leaching pools to be located 100 feet from wetlands, thereby replacing the existing septic system located+/-88' from wetlands with a septic system that is outside Trustee jurisdiction;reconfigure the existing driveway increasing its area from 2,350sq.ft.to 2,765sq.ft.;existing garage with wood stoop and steps to remain; install a system of gutters to leaders to drywells to the dwelling and garage in order to contain stormwater runoff,revigetate 102sq.ft.of existing non-disturbance buffer area with native vegetation; expand the existing 5,385sq.ft.Non-Disturbance Buffer by adding another 3,475sq.ft.area to the buffer,including 4 2,575sq.ft.of existing native vegetation and 900sq.ft.of proposed native vegetation which will be planted to the i northwest of the proposed dwelling in order to establish and perpetually maintain a 3,475sq.ft.Non-Disturbance Buffer area,establish and perpetually maintain a 1,200,sq.foot non-turf buffer; and as depicted on the.site plan prepared by Inter-Science Research Associated,dated March 20,2019 and stamped approved on April 17,2019. IN WITNESS WHERE0r,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the 17"'day of April,2019. 4 17" - co N WNY"Ir9k b-1 Glenn Goldsmith,President 't�'S 1 0 l,T Town Hall Annex A.Nicholas Krupski,Vice President rsg 54375 Route 25 , �'� P.O.Box 1179 '- John M.Bredemeyer IIT . Southold,New York 11971 Michael J.Domino • ' �r� c Telephone(631) 765-1892 Greg Williams .' ` Fax(631) 765-6641 'y' C®UMfV, D a • BOARD OF TOWN TRUSTEES AI i 6 2021 TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE -BIDING DEPT. TOWN OF SOXJT•ROLD 1842C Date: July 27,2021 THIS CERTIFIES that the-demolition 6f ekistiftd one st6rk'dwe1ling' [hick stoop wood Ideclt shed; Vftfi wood steps attached,to west side of`dwellfh Sz shed`vsiitli woo l`'rarxipf'l rick walltwaY,.A/C,uiiit on slab grid remove exrstins septic farik and-leachingpool's located'-!='/=881from-wetlands;:construct new 1 84=5sQ.ft two'story:awollirigati lie I6dafdd 55' from Wetlaiids With'•two{2,•-ro(i d' orches,oneS,7sa ft. 'rooted,porch'on the'front soot w.estsfde•of dwelling and one 21sy ft-roofed:pbrcli oti'tlie northwesfi side' of dwelling with approximately 30smft of'stnirs'leading dI own,4om the-roofed porches,•to the.around;c new 13sq ft outdoor'shower iiery l72'Osq ft-pool'with'deck with`l'"30`stl ft of poolcopina Y-newr32sa.ft.. generator of wncrete slab•'new HVAC�nipment ori'TSs ft`dondrete slab' riew 4' high Wool erYclosure ene located 6datfecfi",from am hndward edge•nfwetlands,;in5W1a new septi-6J*•and'b6i6hing;pools fencros�to be located 13 �'• wetlands:thereby relilacing the",ekisting septid.systern-orated+/= 88 frorn :weti`ands,with-aseptic systeni`Ilia1'is oiit'side`Trt�'s�tee iuxisdietlariµ'recozifl'klk �tlid,ekistin-,dnveway" increasing its area from 2'350 ft to.�'765sa f�-exisiin garage with iwo©d.'stooti-azid stets to Ereix5ai�i;r instahfigsyste--ffi f rafters tb'leaders to divwells t6 the dwelling'and��ge-irL oxder_to contain'stormwater Tunof.-Non Disturbar►ce 13'iiffer'iif 8 9$'Ssq ft non tiirfliuffer'of"T 2f5sa(-ft.with-10 250`so:ft'.•©f preserved area; N At 1085 Bav shore ltoacl..Creenport; i+ J Suffolk County Tax Map#1000-53-3-13.1 AUG 2 7 20� onforms to the application for a Trustees Permit heretofore filed in this IBFTIf,DIN�ofl'tQI> ted April 13,2018 pursuant to which Trustees Wetland Permit#9433 Dated April 17,2019 was issued and Amended on January 20,2021 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the _d&Oliti'on 6f`ekiA ' -.one�storY dwell irij-",Iixick-stooz woodTdeck shed,Nvffli woad steps aitached to weit.sidwof•dweIliii�;slied"kntli, ,wood:rain* b'riekwalkway.A%C`unit:on slab:and:renicivggdsfiiig.septic.tai�kanci"leaclY4ria pools located +l 88'`'fiom wetlands constructnew 1 8g5''id ft two''story�d llirit "to"beltocated'S5'".from wetlands with twof21"roofed poraliest orie'S7sq ft roofed porch on•fhe fiont southwestiside ofdwelhn .and one2lsn,ft. roofe'd:porcli ori thia&of'avkliing x�ithva•,pproxitnatit JO saft of_stairs leading dowrLfrom the roofed`porches to the Mound• ne�v 13s� ft outdoor sliow'er new 172`Os'a':ft riool with,deck with., 00sq'ft of pool coping• new i�sq^ft generator•of c6ncrefie•slab•-nevi+11VAQ e'aurpment onj 5sa:ft: concrete'slab••new,4"high pool enclosure fencig to be located l3 5'from Ian dward edge of wetlands install anew•septio'tank'and'leaehiriipo6ls,to bd-lodated,100'feetfrom wetlands thereby-replacing the, existing septicstemYlocate i+I-'88''from wetlands.with a•setitic'system-that.ls.outside Trustee ibfisdicti6h�-reconfigure thO.existing drivewayIfiegeasing its,urea from 2,350sq.ft;to`2J65sq.ft.-,existing garage with woad kobp-aqdstep's to JmWta�I,system bf 6tibrg6 16ad6fs 16-—djy.W-6U s,bft dwellin-g arid- arage in,order,to,conttin,,stormwater---runod;Xon-Disturbance-Buffer of 'non- `tidbuffer 6f-,I of preserved-area, The certificate is i4sstdlieo,,,:khael K-resier owner of the aforesaid property. Authorized Signature t f s i tAIM NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION lemma Facility DEC ID ;1-4738-01006 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: MICHAEL KREGER KREGER PROPERTY 175 W 60TH ST APT 33C 918 1+0.8.5 BAYSHORE RDISCTM#1000-53-3-13.1 NEW YORK,NY 10023 GREENPORT,NY 11944 (212) 309-2618 Facility Application Contact: INTER-SCIENCE RESEARCH ASSOCIATES INC 36 NUGENT ST PO BOX 1201 SOUTHAMPTON,NY 11969-1201 (631) 283-5958 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 719.739 NYTM-N: 4551.632 Latitude: 41'05'10.6" Longitude: 72'23'02.1" Project Location: 1085 BAY SHORE RD, GREENPORT /SCTM#1000-53-3-13.1 /PIPES CREEK Authorized Activity: Demolish existing one story house and deck; abandon sanitary system. Construct new two-story, single family dwelling,and an anti-buoyant sanitary system. Install a pool, spa and terrace. In addition, enlarge the no-disturbance buffer by 2,925 sq R, which includes 1,342 sq ft of existing natural vegetation and planting 1,583 sq ft of native vegetation in an area currently used as lawn. All work must be in accordance with the two page plan, first page prepared by Inter-Science last revised 3/5/2019, second page prepared by Steven L. Maresca, PE last revised 1/23/2019 and both pages stamped NYSDEC approved 4/2/2019. Permit Authorizations Tidal Wetlands -Under Article 25 Permit ID 1-4738-01006/00004 New Permit Effective Date: 4/2/2019 Expiration Date: 4/1/2024 Page 1 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-01006 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator: SUSAN ACKERMAN, Regional Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,N 1790 -3409 Authorized Signature: Date Distribution List INTER-SCIENCE RESEARCH ASSOCIATES INC Bureau of Marine Habitat Protection File Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 2. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project,the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 3. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Inter-Science, page one, last revised 3/5/2019; page two prepared by Steven L. Maresca, PE last revised 1/23/2019 and both pages stamped NYSDEC approved 4/2/2019. Page 2 of 6 MEMO NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID.1-4738-01006 4. Concrete Leachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State, nor shall washings from ready-mixed concrete trucks, mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 5. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 6. Materials Disposed at Upland Site Any demolition debris, excess construction materials, and/or excess excavated materials shall be immediately and completely disposed of in an authorized solid waste management facility. These materials shall be suitably stabilized as not to re-enter any water body, wetland or wetland adjacent area. 7. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 8. Storage of Equipment, Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. 9. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation(grasses, etc.) immediately following project completion or prior to permit expiration, whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season,then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 10. Clean Fill Only All fill shall consist of clean sand, gravel, or soil (not asphalt, slag, flyash, broken concrete or demolition debris). 11. Department Jurisdiction The department retains jurisdiction of all regulated lands where fill has been permitted. Placement of fill shall not be used to alter the department's Tidal Wetland jurisdictional area at the project site. The area remains a regulated area subject to Tidal Wetland Land Use restrictions of 6 NYCRR Part 661. 12. Establish Vegetated Buffer To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established. There shall be no disturbance to the natural vegetation or topography within an area extending *as per plans prepared by Inter-Science last revised 3/5/2019 linear feet landward of the tidal wetland boundary. 13. Install, Maintain Erosion Controls Necessary erosion control measures, i.e., straw bales, silt fencing, etc., are to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good and functional condition until thick vegetative cover is established. 14. Driveway/Parldng Area of Pervious Material Driveway and parking areas shall be constructed of NYSDEC-approved pervious materials. Page 3 of 6 Adk aftuo NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID,1-4738-01006 15. Direct Runoff Away from Tidal Wetland and Buffer Roads, driveways, and parking areas shall be graded to direct runoff away from tidal wetlands and protected buffer areas. 16. Sanitary Systems above Groundwater Sanitary system (bottom of tank and leaching pools) shall be located a minimum of 2 feet above seasonal high groundwater. 17. No Disturbance to Vegetated Tidal Wetlands,Dunes There shall be no disturbance to vegetated dune areas or vegetated tidal wetland areas as a result of the permitted activities. 18. Incidental Disturbance to Vegetation It is the responsibility of the applicant to remedy any incidental disturbances resulting in damage or removal of wetland vegetation. Upon completion of construction activities, any disturbed areas shall be planted with the appropriate marsh vegetation. Please contact the Bureau of Marine Habitat at (631)444-0295 for more information. 19. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains (or other NYSDEC approved devices)placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 20. Maintain Erosion Controls All erosion control devices shall be maintained in good and functional condition until the project has been completed and the area has been stabilized. 21. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. 22. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit,the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed,the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 23. State May Require Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. Page 4 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Aftwo Facility DEC ID,1-4738-01006 24. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings,paints, concrete, leachate or any other environmentally deleterious materials associated with the project. GENERAL CONDI'T'IONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department: A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include ariy forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer'are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; Page 5 of 6 Aft dahow NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 'Raw Facility DEC ID.1-4738-01006 b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Page 6 of 6 NEW YORK'STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-0365 1 F:(631)444-0360 www.decny.gov PERMIT MODIFICATION June 24, 2019 Mr. Michael Kreger 175 W 601h St. Apt. 33C New York, N.Y. 10023 Re: Permit#1-4738-01006/00004 Facility: 1085 Bayshore Rd., Greenport, N.Y. SCTM# 1000-53-3-13.1 Dear Permittee: The Department of Environmental Conservation (DEC) has reviewed your request to modify the above referenced permit in accordance with the Uniform Procedures Regulations (6NYCRR Part 621). It has been determined that the proposed modifications will not substantially change the scope of the permitted actions or the existing permit conditions. Therefore, the permit is hereby modified to authorize: Enlarge the approved "no-disturbance buffer" area by another 1,233 sq ft to total 2,575 sq ft. An additional 980 sq ft of lawn will be revegetated with native plants and will be included in the "no-disturbance buffer". Also, a 1,200 sq ft of existing lawn will be converted to a "no turf zone" where native grasses and shrubs will be planted. In addition, move the already greater than 100-foot setback sanitary system further from the tidal wetland boundary. Due to the topographic changes, the system will need approximately 21.5 cubic yards of clean fill. All work must be done in accordance with the plan prepared by Steven L. Maresca last revised 6/1312019 and stamped NYSDEC approved 6/2412019. This letter is a modification to the original permit and must be available at the job site whenever authorized work is in progress. All other terms and conditions remain as written in the original permit. Si c ely, usan V. Ackerman Regional Permit Administrator cc: Michael Schiano of Inter-Science Research Associates, BMHP, File �WEW Ty EnviroDeparnmental ment al `J�—' �OPPOHiUNITY Environmental Conservation 01 1 co - I_pRpp �/ SCF 1 i LP•T NK Dw � D /f= 1 / �, k EXISTING GE OF CLEARING(TYP. I i s" 8' FORMERLY OF � - - b 'ECESARE VT 'ZI \n OLE 1_ O 1 / i=712sN;. 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Pool Equi ment S87014'47"E ' posed "No Disturbance Buffer"' 980 SIF ----72`86'------- S78'47'40` (To be established over a revegetated area) 8�j�� _ _ r _ r 66.92' S7 6�59, AUft yl ' / ,r r r r DDE WE1tM1�R N 112017 ` r r r /1� _ �+•�' evegetate Area of Existing 2F. I 210 -bance Buffer: 102 sq. ft 55�` ,,► . i "` j 2,2 —• 60• f r ` �� L!1 D .;t�" # t_'•..-r ;,, .�,, 216r r LOT 13 �• ---_�^ N.D ML r KCwL r . ` BARRIER i MAP UNE , 22 N.C.ML p"!• j /- w. .o E LINE (71fP.} ,\ E OF CLEARINIG � Pei �+� FI �'' . : s ^/ 1 E � To FIND. c \ m • mcE OF nal-wE1wIDs AS ` � ,. � �i N O DETFANINED BY N.T.CORW111 •} ...?u:::: x•Z^ 1 ' • LAND SURVEYOR ON JUNE 13.2017 'R FLAA=0.NE t om/ - q¢•� -KJ� ��• �!� O 184 Oh ' , K� PAVERS S1YP) ?ROp I O PROP UG LP LOT 11 O • _.Gwl rCAS MIK S PROFS :. 1 Qy, PROP. i STY. STOOP/STEPS. ALK DEac /�.` TO BE DW 1 ? EDGE OF PORCH R/O �/ / 39N1.72 STf- DIN ,. ; 1 N € it N/0/F 3 I ow TOWN OF SOUTHOLD ' % O 1 1 3 1 N.C.WL t; X 1 ; , PROPS PEIQUS ORNEWAY• j ! J . 7�ry PROP. LP 1 01 .'�i 1 a ' i J GAS ry N.C.WL ; I, j .'•�'; ;7 ^�. Proposed _• 1 EX BB CURB i Gk r 1 MA,ER is Tank - A >, ,i TO BE REMOVED .• E -�O _ ,� Lon N.C. .. /-J V' a i t PRO . N \ Q UT v B7 BB CURB POLE Proposed i p N• , .. -- '' +,! 1 ' HEDGE `= P�oLE Leachin Pools 6 r - i - a �W S,-79*54 tooEXISTING SEPTIC AD gAY Ro (TO BE REMOVED) S"o FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: August 23, 2018 TO: Stephen Kiely (Kregar) PO Box 567 Mattituck,NY 11952 Please take notice that your application dated August 14, 2018: For permit to demolish existing dwelling and construct new single-family dwelling at: Location of property: 985 Bay Shore Road, Greenport,NY County Tax Map No. 1000 - Section 53 Block 3 Lot 13.1 Is returned herewith and disapproved on the following grounds: The proposed dwelling, on this nonconforming 39,624sq. ft. lot (28,260 sq. ft. buildable land) in the Residential R-40 District, is not permitted pursuant to Article III Section 280-15, which states; accessory buildings and structures shall be located in the required rear yard or"in the case of a waterfront parcel, accessory buildings and structures may located in the frontacrd, provided that such buildings and structures meet the front-ward principal setback requirements as set forth by this Code, and the side yard setback requirements for accessory buildings in Subsection B above." The location of the new dwelling will place the existing accessoryag_rage partially in the side rh Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: August 23, 2018 RENEWED: December 3, 2018 TO: Stephen Kiely (Kregar) PO Box 567 Mattituck,NY 11952 Please take notice that your application dated August 14, 2018: For permit to demolish existing dwelling and construct new single-family dwelling at: Location of property: 985 Bay Shore Road, Greenport,NY County Tax Map No. 1000 - Section 53 Block 3 Lot 13.1 Is returned herewith and disapproved on the following grounds: The proposed dwelling, on this nonconforming 39,624 sq. ft. lot (28,260 sq. ft. buildable land) in the Residential R-40 District, is not permitted pursuant to Article III Section 280- 15, which states accessory buildings and structures shall be located in the required rear yard, or"in case of a waterfront parcel, accessory buildings and structures may be located in the frontacrd, provided that such buildings and structures meet the front yard principal setback requirements." The location of the new dwelling will place the existing accessory garage partially in the side yard. (hAA Authorized SigIRt Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: November 4, 2019 TO: Burger Construction(Kreger) 985 Bay Shore Road Greenport,NY 11944 Please take notice that your amendment dated November 1, 2019 For permit#44316z for additions and alterations to an existing single family dwelling at Location of property: 985 Bay Shore Road, Greenport,NY County Tax Map No. 1000 -Section 53 Block 3 Lot 13.1 Is returned herewith and disapproved on the following grounds: The proposed amendment is not permitted pursuant to Article III, Section 280-13 which limits a single family dwelling to 2 '/2 stories. The proposed amendment constitutes a third story. orZ�Sig;nature Cc: File, ZBA J FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: November 4,2019 RENEWED: February 25,2020 'TO: Burger Construction(Kreger) 985 Bay Shore Road Greenport,NY 11944 Please take notice that your amendment dated November 1,2019 For permit#44316z for additions and alterations to an existing single family dwelling at Location of property: 985 Bay Shore Road, Greenport,NY County Tax Map No. 1000- Section 53 Block 3 Lot 13.1 Is returned herewith and disapproved on the following grounds: The proposed amendment is not permitted pursuant to Article III, Section 280-13,which limits a single family dwelling to 2 %stories. The proposed amendment constitutes a,third story. .� a Signah e File,ZBA FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: November 4,2019 RENEWED: February 25,2020 RENEWED: January 6,2021 TO: Burger Construction(Kreger) 985 Bay Shore Road Greenport,NY 11944 Please take notice that your amendment dated November 1,2019 For permit#44316z for additions and alterations to an existing single family dwelling at Location of property: 985 Bay Shore Road, Greenport,NY County Tax Map No. 1000- Section 53 Block 3 Lot 13.1 Is returned herewith and disapproved on the following grounds: The proposed amendment is not permitted pursuant to Article III, Section 280-13,which limits a single family dwelling to 2 '/z stories. The proposed amendment constitutes a third story. ----------------R uthorized Signature Cc: File,ZBA �> 'BOARD MEMBERS � Southold own Hall Leslie Kanes;Weisman,Chairperson y> OF $t�(/r p y 53095 Main Road •P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora lit Office Location: Eric Dantes G Town Annex/First Floor. Robert Lehnert,Jr. '�c� �� 54375 Main Road(at Youngs Avenue) Nicholas Planamento I�C�U Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 �' '"{l `� January 24, 2019 " JAN 2 8 2019 !" Stephen F. Keily, Esq. P.O. Box 567 Mattituck,NY 11,952 RE: Request for De Minimus Determination #5222, Kregar, 985 Bay Shore Road, Greenport SCTM No. 1000-53-3-13.1 Dear Mr. Kiely;, I am in-receipt of your correspondence, dated January'14, 2019, requesting a de minimus determination in connection with the above referenced prior Zoning Board of Appeals decision, and a current related application for variance relief currently pending a public hearing before the Board of Appeals (#7270). In your letter, you detail the proposed redevelopment of residential waterfront property, whereby an existing dwelling will be demolished and replaced with a new dwelling to be sited in a more environmentally friendly location that is landward of the current location. The existing detached garage, which received prior variance relief for a non-conforming front yard setback(ZBA file# 5222), is to remain in its current location, as depicted on the survey prepared by John Metzger, L.S., last revised October 11, 2018. However,the proposed location of the new dwelling will place the subject detached garage partially in a non-conforming side yard, resulting in a Notice of Disapproval from the Building Department. Based upon these facts, I have determined that your request is de minimus in nature because the accessory garage has already received variance relief for its current ocation an o a small portion of the subject structure will become non-conforming when the proposed new dwelling is built, all as shown on the survey prepared by John Metzger, L.S., last revised October 11, 2018. Please be advised that if,"during construction, any other non-conformity is created, you will be required to return to the Building Department for a new Notice of Disapproval and the Zoning Board of Appeals for review. Kindly submit to the ZBA office a letter requesting the withdrawal of your current application for area variances (#7270), since this de minimus determination renders that application moot. Page`2, #5222, Kregar Deminimus Request Please contact the office if you have any further questions or concerns. I will instruct staff to send a copy of this letter and your letter of request to the Building Department. Sinceref, ) Leslie Kanes Weisman Chairperson ` cc: Michael Verity, Chief Building Inspector s i ' STEPHEN F. KIELY, ESQ. • 12850 Main Road P.O. Box 567 Mattituck, NY 11952 (631)433-1929 peconicbaylaw(@gmaii.com RECEIVE® January 14,2019 - JAN 1`&NI9 ZONING -RD OF APPEALS Zoning Board of Appeals Town Hall Annex Building 54375 Route 25 P.O.Box 1179 Southold,NY 11971 Via:Hand Delivery Re: Kregar-985 Bay Shore Road, Greenport(New Application)/De Minimus Request-Holley(#5222) Dear Hon.Leslie Kanes Weisman, I am writing to respectfully request that the above referenced Zoning Board of Appeals(hereinafter referred to as "ZBA")application for an area variance be converted into a request for a de minimus determination in connection with the enclosed ZBA decision#5222. This request is made in accordance with the below and the previously submitted ZBA applications,to be incorporated herein: 1. The instant application relates to the redevelopment of an improved Pipe's Creek residential waterfront property, whereby an existing dwelling is proposed to be demolished and replaced with a new dwelling,to be sited in a more environmentally friendly location,to wit 31' landward of the existing footprint and the existing detached garage is to remain(see enclosed 10.11.18 survey). 2. The aforementioned relocation of the dwelling, arguably and"artificially",places merely 1/3 of the existing garage,heretofore located completely in the front yard,into the side yard,which according to the Building Department is allegedly violative of§280-15 of the Code of the Town of Southold. 3. However,the garage has been in existence since 2003 and further its location has been fully vetted and"blessed" by the Zoning Board of Appeals,pursuant to ZBA decision#5222-Holley,where 5' of front yard relief was granted. 4. No conditions on the subject property,or the surrounding community,upon which the Zoning Board of Appeals had previously relied have changed. 5. It is our position that that the location of the garage is preexisting and is merely nonconforming in that the dwelling is being moved landward,thus a notice of disapproval should not have been generated,however in the alternative a de minimus change to ZBA decision#5222 granting side yard relief would be appropriate here. Thank you for your consideration of our application and if you have any questions please do not hesitate to contact the undersigned. Si erely, 1, , 1� Stephen F. Kiely _ BOARD MEMBERSq SOUr Southold Town Hall Leslie Kanes Weisman,Chairperson �� y0 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora > Office Location: Eric Dantes G Q Town Annex/First Floor, Robert Lehnert,Jr. '�c� ,^�aa�� 54375 Main Road(at Youngs Avenue) Nicholas Planamento Own Southold,NY 11971 http://southoldtownny.gov RECEIVED � r„ �l.'l�,AM ZONING BOARD OF APPEALS ly '1 i7 - APR - 6 2021 TOWN OF SOUTHOLD A P R - $ 2021 l ' Tel.(631)765-1809 •Fax(631)765-9064 • So hold Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION - MEETING OF APRIL 1. 2021 ZBA FILE:.#7470 NAME OF APPLICANT: Michael Kreger PROPERTY LOCATION: 985 Bay Shore Road(Adj.Pipe's Creek),Greenport,NY SCTM: 1000-53-3-13.1 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type XI category of the State's List of Actions,without further steps under SEQRA. SUFFOLK COUNTY. ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated January 12,.2021 stating that this application is considered a matter"for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268,Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated March 2, 2021. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department,as well as the records available, it is recommended that the proposed action is INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP. Policy 1 - Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use 'of infrastructure, makes beneficial use of a coast location, and minimizes adverse effects of development. Policy 4-Minimize loss of life, structures, and natural resources from flooding and erosion. The recommendation is based upon the following: 1. The proposed third story does not enhance community character. Character of the community is defined by mostly one-and two-story single-family residences. 2. Structures located within coastal areas susceptible to damage and loss from storm surge and high winds of major storms(including hurricanes)should be minimized. PROPERTY FACTSMESCRIPTION: The subject, non-conforming, 39,624 square feet (upland area 28,260 square feet), .91 acre irregular shaped waterfront lot, located in the R40 Zoning District measures 180 feet along Bay Shore Road then runs north 171.20 feet along a right of way owned by the Town of Southold to Pipes Cove then runs west along a tie line along the mean high water mark 28.11 feet west, then continues 66.92 feet, then 72.86 feet, 83.46 feet and 51.74 feet before running south 145.71 feet, along a residentially developed lot to the Page 2, April 1, 2021 #7470, Kreger SCTM No. 1000-53-3-13.1 west,back to the roadway. The parcel is improved with a proposed 2-story frame house,pool and spa,and pervious driveway all under construction and an existing accessory garage building;to be renovated, as shown on the survey prepared by John T.Metzger,Peconic Surveyors,P.C. and last revised September 3,2019. BASIS OF APPLICATION: Request for a Variance from Article III, Section 280-13 and the Building Inspector's January 6,2021 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single-family dwelling; at 1)more than the code permitted maximum two and one-half(2-112) stories; located at: 985 Bay Shore Road,(Adj.to Pipe's Creek)Greenport,NY. SCTM No. 1000-53-3-13.1. RELIEF REQUESTED: The applicant requests a variance to finish the attic area over a single-family residence currently under construction, to create a sitting area and home office in a third story. The Code limits such improvements to 2 'h stories,where the half-story, in the Town of Southold, is typically an unfinished attic. Plans submitted and labeled A 1.04 prepared by The Fieber Group, last revised September 22,2020, illustrate an area of undefined square footage spanning the same area as the entire second floor below, Excluded from the proposed habitable space on the third-floor plan, is a knee-wall area under the roof and an area marked `unfinished storage.' However, no walls were proposed between room areas, other than the knee walls that feature access hatches for storage, along the perimeter of the structure's roof area. The submitted plans illustrate an attic area with 5 feet or greater headroom to be 1,174 square feet and an attic area with 7 feet 6 inches or greater headroom to be 460 square feet. The majority of windows located on the floor plan are in the area labeled `unfinished storage area'. ADDITIONAL INFORMATION: One neighbor spoke in opposition to this application. The applicant stated that the existing dwelling will be fully equipped with a fire suppression sprinkler system, including the proposed third story sitting area and home office. Certificates of Occupancy and Previous Zoning Board Decisions Issued for the Subject Property The subject property has the following VAILD Certificate of Occupancy: Z-29754 Dated October 2,2003 Accessory Garage with Unfinished 2"Floor per ZBA#5222 The applicant previously requested an Interpretation pursuant to Article III, Section 280-13 and the Building, Inspector's February 25, 2020 Notice of Disapproval based on an application for additions and alterations_to a single-family dwelling to determine whether the current improvements constitute a third floor under Zoning Board of Appeals file #7420, interpreted December 8, 2020 sustaining the Building Departments determination. A Notice of Claim for an Article 78 Preceding was received January 11,2021,by the Town of Southold Town Clerk, Index number 21-600377 filed with the Supreme Court of the State of New York,County of Suffolk. Litigation is pending. The Zoning Board of Appeals finds that the current application # 7470 is different from,the previous"Code Interpretation and is not Res judicata, in that it is a request for variance relief for a third-floor habitable area consisting of a'home office and sitting area. Analysis of Prior ZBA Determinations for Third Story Habitable Space Submitted by the Applicant's Attorney The applicant's attorney submitted, as part of their argument in favor of granting the requested relief 24 prior decisions by this Board relative to applications throughout the entire Town of Southold, for third story habitable space, including file numbers: #4968,#4984,#5007,#5330, #5815,#6112,#6245,#6391,#6512,#6519,#6591, #6620, #6664,#6680,#6744,#6800,#6823, #6848, #6904,#6920, #6984,#6993,#7200 and#7214. Page 3', April 1, 2021 #7470, Kreger SCTM No. 1000-53-3-13.1 File numbers#4984,#6823 and #6993 cannot be considered relevant to this application as the relief sought by the applicant was DENIED. Application numbers#6245,#6391 and#6591 cannot be considered relevant to this application as they are applications for habitable third story relief in structures other than single-family residences specifically including a conference center, a library and an apartment building. File numbers#4968 and #5330,while granted,were not built and are for the same property for which the applicant later found relief under file number#5815.This application is for a small third floor bedroom located in a very contemporary house with varying rooflines and a large chimney stack,built into a hillside,which make it very difficult to distinguish or determine what constitutes a third story, and the steep terrain conceals the interior height from view from the exterior of the dwelling File number#6800 was to convert a roof terrace into a non- habitable,unheated sitting area accessed by an interior pull-down stair and an exterior stairwell from a terraced garden. Like files#4968,#5330-and #5815 this home is also built into a hillside and is not clear from the exterior that the dwelling contains three floors. Decisions#6112 and #6664 pertain to applications located on Fishers Island. In application#6112 the third floor was built with a valid building permit in 1973 and the applicant sought relief to renovate the existing third floor bedroom and bath utilizing the same `footprint'but reduced the roofline with the elimination of previously approved dormers. Application#6664 varies from this subject application in that the home owner was granted relief for 70 square foot,3'd floor,non-habitable observation tower.,built by a previous owner,without the benefit of a permit. The removal of the observation tower would have created unique•challenges relative to the structural integrity of the roofing system. Like application#6664,application#5007 is for a non-habitable,observation tower in a single-family residence. A condition of the approval included a full-house fire suppression system. Similar relief and condition of approval was granted in application#6984 for an observation tower of 156 square feet.`These applications 'distinguish themselves from the subject application because they are for non-habitable observation towers. Applications#6512 and#6519 were both denied;however,alternative relief was granted. In#6512 the alternative relief was for a sitting room of 221 square feet and in#6519,the alternative relief allowed for 428 square feet of habitable living space not to"contain any bedrooms, sleeping areas,kitchenette, or bathroom". These applications distinguish themselves from the subject application in that they both provide access to exterior balconies overlooking water views; one located in Orient overlooking the Long Island Sound and.the other in Southold overlooking the Peconic Bay. Application#6620 (previously denied third story under application#6487)approved relief for 283 square feet of living space, not to include bedroom,bathroom, cooking facilities,with the condition that the entire home contain a fire suppression system. While relief was granted,this application is substantially different from the ,. ._ subject application in that it approved third story habitable space is a fraction of the size requested by the applicant. Application#6680 and #6920,while granted,are for non-habitable storage areas (approximately 1,000 square feet each),accessed by interior stairs, and cannot be considered relevant to the subject application. While application#6744 granting relief for an "as built" third floor home office and gym consisting of 1,100 square feet,would appear to be similar to the subject application, it differs greatly in that the house visually appears to be a typical two-story residence.However,as a result of the sites topography,the walk-out basement level was defined as the first floor,thereby creating the need for variance relief in what is the 'Page 4, April 1, 2021 #7470, Kreger SCTM No. 1000-53-3-13.1 `technical' second floor above grade, and the approval required the installation of a fire suppression system in the entire house. The subject residence, currently under construction, clearly and visibly contains three floors in addition to the basement level. Application#6848 cannot'be construed as a comparable to the subject application because the approved relief was for a bathroom consisting of 98.25 square feet to be located in a non-habitable third floor attic area to service the bedroom floor immediately below. In application#6904,the applicant applied for an `as built' third floor sitting area consisting of approximately 625 square feet,less the area of a large multi-story staircase,based on"the original plans of the dwelling which showed a finished attic space which the applicant wrongly assumed could be legally constructed". It appearsthe applicant misinterpreted the building permit issued. The removal of the small sitting area would create an unusual hardship for the applicant. In application#7200,the subject residence was built well before current zoning and is a landmarked historic property listed on both SPLIA(Society for the Preservation of Long Island Antiquities)and the Southold Town Historic Preservation Commission. The Board granted approval to restore a tower consisting of 130 square feet,accessed by a small hatch leading to a non-habitable attic area in what is defined as a third floor,The tower was lost decades ago as a.result of documented lightning strike and house fire. The Board opined,in this application,that the value of contributing to the community's architectural heritage was of great importance. As such,this application cannot be considered comparable to the subject application. Lastly,the applicant cites file 97214 for a proposed new residence that required the applicant to mitigate inconsistencies with LWRP policy standards. In this case,the applicant proposed elevating the structure to a FEMA compliant height,which created a first finished floor at 14 feet above the visible grade.As;a result,the technical.second habitable floor was interpreted to be a third floor. In granting relief,the Board required that Po other uses but a non-habitable,.non-conditioned'basement, garage and storage area.could be built at.ground level. Furthermore,the unique property shape and proximity to the CEHA(Coastal Erosion Hazard Area.)severely limited the buildable area-of the lot,especially within the front yard leaving no feasible alternatives but to locate a garage within-the elevated foundation of the new dwelling. Visually,the residence in plan and elevation'illustrates a two-story structure. While approved,this residence is yet to be built and is substantially different from the subject application. Amended Floor Plan for the Proposed Third Sto1y Sitting Area and Home Office At the public hearing On March 4,2021,the Board asked the applicant to better define and limit the size of the proposed third floor sitting area and home office by clearly delineating the proposed enclosed space and non- habitable attic storage area. On March 9,2021,the applicant's agent submitted a revised floor plan labeled A1.04 prepared by The Fieber Group, last revised March 5,2021 illustrating the addition of a partition wall between the proposed `unfinished storage_area' and sitting area and home office, including illustrative seating and desk. No verifiable square footage was proposed for the home office and sitting area was included, other than the information on the original plan labeling an attic area with 5 feet or greater headroom to be 1,174 square feet and an attic area with 7 feet 6 inches or greater headroom to be 460 square feet. The majority of windows on the third floor are located in the area labeled `unfinished storage area'. The proposed habitable space also includes an area labeled"mechanical equipment area' Page 5, April 1, 2021 47470, Kreger SCTM No. 1000-53-3-13.1 Interior Inspection of the Subject Dwelling The applicant's open Building Permit#44316 is to demolish an existing single-family dwelling and construct a new single-family dwelling with a"pull down"stair access to non-habitable,unfinished attic space At the public hearing the applicant's attorney invited the members of the Board of Appeals to conduct an interior inspection of the dwelling, still under construction, specifically to better understand the applicant's request for approval of a third-floor habitable office and sitting are space. On March 18,2021 a member of the Zoning Board of Appeals and two Building Inspectors representing The Town of Southold Building Department inspected the subject residence and observed the following,which they shared with the Members of the Board-No pull-down attic access stair. • No pull-down attic access stair was present,rather a finished staircase leading from the second-floor hallway to the third floor had been installed • Finished oak flooring matching the floors below in the entire attic area,including the storage area • Storage of a substantial amount of sheetrock board located in the attic • Ceiling height throughout the `attic'of at least 9 feet • Knee walls following the perimeter of the roof structure defining the attic area proposed for a sitting area and home off ce • Recessed lighting in the unfinished attic throughout the entire third floor • Electrical outlets in the unfinished attic throughout-the entire third floor I _ • VAC`ductwork in place throughout the entire attic area,with a-`return' located,in the proposed unfinished"storage area" • NO .partition wall.between"the `storage' area-and the proposed sitting area arid,horne""office arca • Plumbing=`cuts''for hot and'cold-water service'anc1 return and toilet facility along with ai;installed ventilation fan ire what appears to be an area where a bathroom was placed(only.'area without finished oak flooring)along with what appears to be a door jam. This area appears on-the floor plan l4beled.'as "mechanical area'.•It also appears that any work done tothe `bathroom' was removed with the exception of the ventilation fan which was visible behind the stored sheetrock. This area is immediately above second floor bathrooms • An egress window located in the eaves at the top of the stairs and two smaller windows in the proposed living area. The majority of windows remain;as illustrated on the plan,in the `storage area' • A fire suppression system, in place,following the stairwell down to the house main entry(the entire house is not covered with a complete fire suppression system) • The basement ceiling height is under 72 inches • The accessory garage structure was renovated to match the house under construction and did not contain a finished second story or any other improvement. Electrical service was found to be in place. The application was closed for deliberation on March 18,2021 during the Board's monthly Special Meeting,-after- the eeting,_afterthe site inspection took place. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on March 4, 2021 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: i 'Page 6,April 1, 2021 #7470, Kreger SCTM No. 1000-53-3-13.1 1. Town Law 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Waterfront homes along Pipe's Creek and the Bay Shore Road neighborhood are single-family houses built primarily in the 1960's through 1980's and consist of one or two floor ranch, cape cod or colonial design residences. In this neighborhood and elsewhere in Town during recent years,many homes have been updated and enlarged to meet current residential needs for added living space,several of which have code compliant ridge heights allowing for a `visual' third story. Several homes have articulated dormers or other architectural features,including windows,allowing light and ventilation into the attic storage area or implying a third story as part of the design scale. The attic conversion to habitable space in the subject dwelling are interior to the dwelling and its use will not change the exterior size or appearance of this dwelling,as,permitted by the Code. However, the proposed habitable third story alterations are not in keeping with the character of the R-40 zoning district and the immediate neighborhood Character.Nor can it be argued that the use of the third floor is in keeping with the characteristics of a historic district or home, as the house is currently under construction and in designing a new dwelling on the subject property, it is entirely feasible and possible to conform the code requirements in the bulk schedule. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method,feasible for the applicant to pursue, other than an area,variance. The applicant has stated in their application that the present lot coverage is 15.2%of the 20%maximum lot coverage permitted by code in the R-40 zoning district. Therefore, an addition to the dwelling, in a compliant location, could be constructed in order to obtain increased habitable space for a sitting area and home office, attached to the residence_under construction. 3, Town Law §267-b(3)(b)(3). The variance requested herein is mathematically substantial, representing 100% relief from the code:The applicant contends that the variance is not substantial in nature,in that they are using the existing attic area and that other property owners in.Town-have been offered similar relief for habitable space located on_a third floor. The applicant's argument is framed in the-context of misrepresentation since only 3 of the 24 Board decisions offered as supporting evidence can be construed to be `similar' in nature to the subject, application. However,those properties that received relief had circumstances unique to the application and are not similar.to the new construction proposed in this application. Here, the applicant is not seeking relief from a bulk schedule regarding ridge height or lot line setbacks,or even relief for an`as built'improvement.Rather the applicant is seeking relief because what is proposed utilizes-&third floor where the Code limits such improvements to 2%2 stories. The applicant is not proposing an observation tower or storage area or a modest sitting room for access to a balcony but rather a large room of undefined size for multiple purposes including a sitting area and a home office. 4. Town Law §267-b(3)(b)(41. No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code, and the proposed third floor habitable space is within the interior of the existing dwelling which is at a conforming height. 5. Town Law§267-b(3)(b)(5). The difficulty has been self-created-The_applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. Furthermore, the applicant under Building Permit #44316 (Demolish an existing single-family dwelling and construct a new single-family dwelling with "pull down" stair access to non-habitable, unfinished attic space as applied...) clearly understood the limitations of the building permit issued and the responsibilities of property owners in the R40 Zoning District. .y Page 7, April 1, 2021 #7470, Kreger SCTM No. 1000-53-3-13.1 6. Town Law X267-b. Grant of the requested relief is not the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a sitting area and home office while preserving and protecting the,character of the neighborhood and the health, safety.and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion'was offered by Member Planamento, seconded by Member- , and duly carried,to DENY the variance as applied for. Vote of the Board: Ayes:Members Weisman(Chairperson),Acampora,Dantes,Lehnert, and Planamento(5-0). C Leslie Kahes Weisman,-Chairperson /2021 Approved for f ling /� Jafyv e sol qh T ,ScoVt.A Russell j�s`IRZI- STOR.-MWA\T)ER SUPERVISOR I��l[Al1�A��GiIEI��][]E1��C' � � � � SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT' INVOLVE ANY OF THE FOLLOWINGr. (CHECK ALL THAT APPLY) Yes No l ❑[Ef A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ 51"'B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑s C. Site'preparation on'slopes which exceed f10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard-area. ❑[ E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑(/F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project if you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department wlth pour Building Permit Application. S.C.T.M. 1000 Date, APPLICA,'JT- (Property Owner,Design Profession/all,Agent,Can ctor Other) District 2p 11 NAME ��/I�1�(� �l �� S-3 -3 � q ✓!/ Section Bioci: Lot FOR BUILDING DEPARTM T USE ONLY Contact Information �3/`— Q r Rr� oor,Yuni6n /�'-'� Reviewed By. - - - - - - - - - - - - - - - - Date: Property Address /Location of Construction Work: 9 _ — Approved for processing Building Permit. — — — "" &1 Y SkOy,-- Stormwater Management Control Plan Not Required. j I S l7[!T/¢�L O /�/ �f 9�� _ I � Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) l FORM # SMCP-TOS MAY 2014 APPLICANT S.C.T.M.# 1000 sum CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor other) — bQ // .�,3 �ja�'Z Stormwater Management Control Plan CHECK LIST_ NAME �j�U'E'6'!FIe Section Block Lot �' z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Plwe Pnnt Date: * The applicant must provide a Complete Explanation and/or Reason for_not providing all Information that has been Required by the following Checkhsd Signal a Telephone Numb,, 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Herei show all of the following Items: YES NO NA If you need additional room for explanations, Please Provide additional Papel a. Location & Description of Property Boundaries b. Total Site Acreage. 00 c. Existing-Natural & Man Made Features within 500 L.F. �� of the Site Boundary as required by§236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing &Area of Proposed Land Disturbance. 0 f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) g. Location of all existing & proposed structures, roads, I V"111 driveways, sidewalks, drainage improvements&utilities. h. Spot Grades & Finish Floor Elevations for all existing& O� proposed structures. I. Location of proposed Swimming Pool and discharge ring. VO0 j. Location of proposed Soil Stockpile Area(s). �0 k. Location of proposed Construction Entrance/Staging Area(s). I. Location of proposed concrete washout area(s). m. Location of all proposed erosion&sediment control measures. 0O 2. Stormwater Management Control Plan must include Calculations showing that the atormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch 00 rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not-be limited to: a. Erosion & Sediment Controls. b Construction Entrance &Site Access. 00� c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e. .infiltration basins,swales,etc.) r**** FOR-ENGINEERING DEPARTMENT USE ONLY **** Additional information is Required. .Reviewed & Stormwater Management Control Plan is Not Complete. Approved By: - - - - - - - - - - - - - - - - - — - - — - - ❑ Stormwater Management Control Plan is Complete. Date. I SMCP has been approved by the Engineering Department. FORM I SWCP Check List-TOS MAY 2014 4rte, NG DEPARTMENT-Eleetr#cai 1pspectrar TOWN OF SQUTHQE.D ?own Hall Annex- 54375 Win Road - PQ BoX 1179 Southold, New York 11971-0959 r,' rte,{531) 755-15Q -FAX (639}75 €5Q2 Ft o _ - o AEE:&-A L f FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (m infomu-tsw Required) Date. c?/.3a a s rrtpany�iaime: ��5 L - Name: fL7 . G U A jzrz 6 license No.. 6- 7k E email: 6 s- 6,ell A o C- Address: t ' — 5 a vq-" a u? Phone No.: JOB SITE INFORMATION (Au ingfon Required) Nam: Kae co rs _w. . Address: p4S` RA S.40 arm ( rzN o Cross Street G2+.J r,� v o - Phone No.. j Bldg.Permit#: yy 3/6 email: 1'a ll iQ"sstftt:� 1000 Sectiort: �' l to c:- Lot BRIEF DESCRIPTION OF WORK(Pie asg Print Clearly) Cly Alt Thxt Apply: Is job ready for inspection?: ES NQ �ouqh Final- Do gots need a Ternp Cerfwte?: I YES/ NO Issued On E naf m: (All in€ m-m i6d,required) tce Slz 1 Ph 3 Ph Size:;3 0o A #Meters / Old MFire Reconnect-Flood Reconr -Service Reconr�ted Underground Overhead td tat�erale 1 2 N Frame Role Work done,on Service? Y N fdcdional Itt€orntation. " lTD i Req uW for 3s n FoM.* �qf� (\ .�� 1 PERMIT# Address: A 4 -1 1 K Ti® Switches AK A- r J_W 0 Outlets GFI's Surface 40 Sconces - � �� a HH's r UC Lts 0 .=--.Fans Fridge HW Exhaust Oven Dryer Py Smokes _QW _ _ __ Service Carbon Micro Generator Combo y Cooktop Transfer AC ( [ AH Mini Special"N—r-.p J t Comments• zl ��- 7 Uj\a Telephone(631)765-1802 Town Hall Annex `' v, 54375 Wain Road :Z Fax,(631)765-9502 P.O. Box 1179 � � ti ZL* Southold, NY 11971-0959 y � BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTIOM PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: -- Owner: -9'd"4 -4 Location of Property: "go (7S 4�--C--A e 7�-, IAV'JV Please take notice that the (check applicable line): Y� New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction(TT) V"' Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): Capacity(check applicable line): Owner Owner representative TrussRegMdocx Effective 1/1/2015 -.,_,,..> , h,,.��,,.�.�. ,... �,.x..,�W�, ,_:,._Vw .�.w,� �_:,.� ... . .r,. .� .r� .ar._�,�.,_.., ,_-�-, .,.a,v .. _ :�_.-,,,,-x..>., ._,k_k.�_,�>...�,:-,z.,a_. �•<�.-,.��.,_M.. Kenneth Stenger Senior Supervisor Iv,%lationalgrid Customer Connections Department September 18, 2019 Michael Kreger C/o Michael Schiano of Intei-Science 36 Nugent Street Southampton, NY 11468 E-mail: INTERSCIENCEaOPTONL,INE NET , National Grid VSO#: T102244180 Service Address: 1085 Bay Shore Road Greenport, NY 11944 To Whom It May Concern: This letter is to advise you that National Grid investigated your request and confirmed that the subject property does not have an active gas service line. New York State lawn requires anyone planning underground excavation work to notify local utilities 'by making one call to a toll-free number to get your underground-lines identified for you prior to doing any digging. This phone call needs to be made at least 2,days but not more than 10 days prior to starting work, not including the date of the call. The number to call is either the nationally sponsored"811", or the local number for NYC/LI area, 1-80@-272.4480,This confirmation letter of no active gas service line to the subject property does not relieve the excavator of making this "811"call. If you have any further questions,kindly contact me at 631-348-6150. Respectfully, Kenneth Stenger Senior Supervisor Gas Customer Connections NY 16501sUp Ave,Brentwood,NY 11795 T:631-34&6150 F.516.545-2333 keuteth.stengeranationaigdd.com wwwre.nationalgrid.com s_tst - - `r - - a r - - :S v S t 9/27/2019 i MICHAEL KREGER Service To: 30 W 70TH ST - # 413 1085 BAY SHORE RD NEW YORK,NY 10023 GREENPORT,NY; 11944 i Customer Project#:900000098967 a Dear MICHAEL KREGER: This is to advise you that the PSEG-LI electric facilities at the above referenced ,location have been disconnected and removed off the building structure that is located on the property. Please note that there may still be PSEG LI facilities located within the property;boundaries and that NYS law(NYCRR Part 75 3)requires all contractors to call for a utility locate (NY 811)prior to performing any ground excavation or regrade activity. The call to the 811 Call Center must be done at least 2 business days prior to the start of the work and confirmation of utility marks having been identified must be received from all the facility owners prior to any site work. You must also contact National Grid at 631-348-6150 to procure a letter of demolition associated with natural gas service, whether or not your home or business uses natural gas. If you have any questions regarding the above,please contact Building &Renovation Services at 1-844-341-6378 or via email at BRSLI@PSEG.com. Very truly yours, Carolyn Mackin—Manager Building&Renovation Services PSEG-LI a i i iNTER-saENCE RESEARCH ASSOCIATES, INC. 36 Nugent Street• P.O. Box 1201 • Southampton, New York 11969-1201 •T: (631) 283-5958 • F: (631) 283-5974 TRANSMITTAL TO: VIA EXPRESSMAIL Southold Town Building Department Town Hall Annex Building i ► V l�,J f�� 54375 Route 25 ;� ! P.O. Box 1179 AUG 2 7 2021' Southold,NY 11971 FROM: Michael Schiano, Environmental Planner PITR B1NG DBL '. RE: Building Permit No. 44316 - Property of Michael Kreger Situate 1085 Bay Shore Rd., Greenport(SCTM No. 1000-53-3-13.001) DATE: August 25, 2021 MESSAGE: To Whom it May Concern: In connection with the abovementioned building permit application, enclosed please find the Approval of Constructed Works (i.e., the"Final Approval") from the Suffolk County Health Department issued on July 26, 2021, and the Certificate of Compliance from the Board of Town Trustees, dated July 27, 2021. With the receipt of these materials, I believe you should be able to issue the Certificate of Occupancy for the house and the Certificate of Compliance for the swimming pool. Should you have any questions or require additional information, please do not hesitate to contact me. Thanks. L:(Kreger- 1085 Bay Shore R&ToSHD Building LTR 2021-08-25 final paperwork).docx Cover Page I of I SURVEY OF PROPERTY r A T A RSHAMOMOQ UE TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 01000-53-03-13.1 SCALE: 10-30 pIpE S CREEK MARCH 20, 2018 JUNE 6, 2018 S877447"E 72.86' S78'4 JULY 9, 2018 _ , / I 1 �TiE UNE� �� 59 22'E EDGE of TIDAL WETLANDS As I r ALONG 28''• 2++Y / I= • DETERMINED BY N.T.CORWIN III r r l I LAND SURVEYOR N JUNE 13,2017 210 / 202 212 O'GJy //�/ �� ' . r i N.C.WL \\�"N. 6 N? LIMIT OF CLEARING, GRADING & GROUND �. DISTURBANCE PROPOSED PROJECT N6�•�0��, r/� NGL \ I `--,___-`, !21. ry� LINKING FENCE (WIRE-BACK SILT FENCE) 5 1 Y EQUIP.\OYP 1 COASTAL BARRIER //� MO LINE� 1s2 Ncw� 4��\� E OF RESOURCE LINEJFND _ �I r r N.a \ \ G Qq) �` ` 4' HIGH ACCEPTABLE . . I � POOL FENCE L0T COVERAGEPIP - LOT 12 - - ,� ;; , \ � s., , , _ " PIPESHOFND. TOWN OF SOUTHOLD E OF TIDAL WETLANDS ASAREA TO TIE UNE = 39,624 SQ.FT.. ETERMINED BY N.T.CORWIN IIILAND SURVEYOR ON JUNE 13,2017ROP. EHOUSE, DECK, & STOOP = 2,336 SQ.FTN�` AVERs �_�/ ��•�ypP'' , RCH \ RO 1 "''•F NGARAGE = 882 SQ.FT. N� PROPucip R/D ? ,OSE' '>SHEDS = 96 SOFT LOT ' / • ' 3,314 SQ.FT. yOUSF r 1 • . Ex. BLDG. 3,314/39,624 = 8.4% 178 ;' )*AD T FL•c9 / PROP. t STY. ! STOOP/STEPS, WALK ;.CW, STOOP/STEPS. ' f// i( R/0 DECK /`.` TO BE REMOVED DEC COVERAGE 178 EX. TOW ` IN vti , REMAIN i ' .i UPLAND AREA = 28,260 SQ.FT. - - —1 ,t ; I -�-- -- EDGE OF HOUSE, DECK, & STOOP W/S7FPS = 2,408 SQ.FT. \ 174 L 1 I DW1 ? CLEARING GARAGE & STOOP W/STFPS = 900 SQ.FT. ":°`� �1 i. PORCH R 0 ' " 1 ( ') AC PAD = 11 SQ.FT. ` 1 :.. �`36.3 / I / // r `;.1 i;lNOF N'C?M,� �� 1 2 �• �? i DW ; PROP. UG�LPI� Q 3,319/28,260 = 11.7.E ` 3g' ; 1 bE N I Gas TANK i�. , N �: C/ /!+T6IC:'C I 170 DW 1 1 i =:.I \ N.c.wL 1 1 L g.3 I r KEY r 1 I 13 1I PROP. Pt72VI0US DRNEWAY Lf� --, / ry 71 DW I " '`� L P LF EXP j' �'� }{ = REBAR ` ,ea '` EX. BB CURB I I -I Lr EXP -g- ® = WELL ` C�J1 N.c' /y' 1 PRO1 TO BE REMOVED I;nT I: I-AG MATER [� // i e -- J TAME ?/ 16a N. 67 ', I ' BB CURB O UT POLE ® = TEST HOLE \ N.c HEDGE ' � If HE E �`. �4. ��•` -0 W=�""'�-- `� POLE ® = PIPE ---- JT L - `,EDP o W y� -� ' ► „ POLE O,IW Q �g 11 S79.54 �� - - - - --e.--- ® = MONUMENT 5' 1 _ _-- - - - °"W PAD = WETLAND FLAG ------- 16j32, EOP --"-- _ - E R � SHOR gAY = AREA TO BE RE VEGETA TED \\ = PROPOSED EXPANSION TO NO—DISTURBANCE BUFFER. = EXISTING NO—DISTURBANCE BUFFER (TO BE CONVIENANTED) EDGE OF 77DAL WETLANDS AS DETERMINED BY N. T. CORMN N LAND SURVEYOR ON JUNE 13, 2017 NOTES: 1. ELEVATIONS ARE REFERENCED TO N.A.VD. 1988 DA7UM 2. REFER TO PLANS BY SL.MARESCA ASSOCIATES FOR DETAILS ON PROPOSED SEP77C SYSTEM, DRAINAGE CALCULATIONS & GRADING DETAILS. J. FLOOD ZONE INFORMA77ON TAKEN FROM. FLOOD INSURANCE RATE MAP No. 36103C0159 H ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ,�� FE'� ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. j- ,r T.1,Fr O LOT NUMBERS ARE REFERENCED TO "AMENDED MAP A PECON/C BAY ESTATES" FILED /N �j- 7HE OFFICE OF SUFFOLK COUNTY CLERK ON MAY 19, 1033 AS MAP NO. 1124 l am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF AREA TO THE TIE LINE = 39 624 SQ. FT. s, SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and , 7� w11/ obide by the conditions set forth there/n and on the perm/t to construct. Oj' 0.910 ACRES The location of wells and cesspools shown hereon are from field observations , �'? L�1L'� a' N. Y.S. LIC, N0. 49618 and or from data obtained from others. p ti, ANY ALTFRA77ON OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SECTION 7209OF 7HE UPLAND AREA = 28,260 SQ. FT. PE bM I00R YORS, P.C. NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL (631) 765-5020 FAX (631) 765-1797 CERTIFICATIONS HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY/F SAID P.0. BOX 909 MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. 1230 TRAVELER STREET SOUTHOLD, N. Y. 11971 18-111 I EXISTING LOT COVERAGE SURVEY OF PROPERTY REQUIRED LOT COVERAGE: 7,924.8 SQ-Fr (20% OF J9,624) TOWN OF SOUTHOLD A T A RSHA MOMO Q UE AREA TO 77E UNE = 39,624 SQ.FT. HOUSE, DECK, & TOWN OF SO UTHOLD BRICK STOOP = 2,336 SQ.FT. GARAGE = 882 SQ.FT• SHEDS = 96 SQ.FT SUFFOLK COUNTY N. Y. 3,314 SQ.FT. 3,314/39,624 = 8.4� 01000-53-03-13.1 PROPOSED L 0 T CO VERA GE _ REQUIRED LOT COVERAGE.• 7,924.8 SQ.FT. (20% OF 39,624) SCALE. 1 "-30 TOM of SOUMOLD MARCH 20, 2018 AREA TO 77E UNE = 39,624 SQ.FT JUNE 6, 2018 HOUSE & PORCH = 1,952 SQ.FT GARAGE = 882 SQ.FT, JULY 9, 2018 POOL, TROUGH & SPA = 740 SQ.FT POOL TERRACE _ 600 SQ•Fr. OCTOBER 11, 2018 (SETBACKS) 4,174/39,624 = 10.5.`i; 4,174 SQ.FT. OCTOBER 24, 2018 (LOT CO VERA GE) MARCH 24, 2019 (TOWN FLAGGING) DEC EXISTING COVERAGE S CREEK SEPTEMBER 3, 2019 (SITE REVISIONS) REQUIRED UPLAND COVERAGE 5,652 SQ.FT. (20% OF 28,260) PIPE UPLAND AREA = 28,260 SQ.FT. S8774'47"E HOUSE, DECK, & STOOP W/STEPS = 2,408 SQ.FT: GARAGE & STOOP W/STEPS = 900 SQ.FT k � .-r-----__72-86 ---- -- 78.47'40 AC PAD = 11 SQ.FT. 6� r. ss.A2' ,E $ T� �. ,�� - I ` � o '+ �� _ ,659, " EDGE OF TIDAL DS AS y1� \+ r I TF r LAND SURVEYOR ON INE 13,2017 C.WLTF r NG MHWAl (�•) 28 ' F 3,319/28,260 = 11.7.x' . 2 � //1 202 LANDDFTESN EYO N.T. JNE 13 q� 21D ! TIE LINE/qL0 ``` CLEAR & MAINTAIN 4' WIDE FOOT PATH TO PIPES CREEK. l +212 ( L,jT 15 - -2��_�_ (TO BE CLEARED ONLY USING TOOLS, INCLUDING BUT DEC PROPOSED CO VERA GE •55 I N'`W` WL ' r N.c.+ NOT LIMITED TO HAND PRUNERS, HEDGE TRIMMERS, . r I \ \ \ �\\4• \ ! `16 WEED WACKERS AND/OR AN 8-INCH BLADED 9RUSH REQUIRED UPLAND COVERAGE 5,652 SOFT. (209' OF 28,260) - /�� SON \ \'\\•_., �.` \ \ -\ C.WL TRIMMER) Q21 \N I C \ 1\ �C- 216 •�8 LOT 13 . ^ \ \ \ \ 'i- - N'c'"` ` LIMIT OF CLEARING, GRADING & GROUND 196 \ DISTURBANCE PROPOSED PROJECT �� "'C.WL \ \ \ - _-b `\ '` \`�� \ NcwL LIMITING FENCE (NIRE-BACK SILT FENCE) UPLAND AREA = 28,260 SQ.FT. � � �( \ ` �'- � Q HOUSE, PORCH = 1.952 SQ.FT. N6 5� A ;r . �. \ OL M \ \ \;\\\ r POOL, TROUGH & SPA = 740 SQ.FT. POOL TERRA CE = 600 SQ.FT (TyP GARAGE & STOOP W/STE'PS = 900 SQ.FT. MAO LINC r 1 r � _ r H�;� 1 ` \ �' � COASTAL BARRIER i 192 , � \ � 224 AC, GEN, POOL EQUIP. PADS = 119 SQ.fT RESOURCE LINE ' _ N.c. 7 i EDGE OF \ �`\ N.c.Wt H9�W CLEARING 4' HIGH ACCEPTABLE 4,311/28,260 = 15.29 IF IPE . ; •1: GA ' p oRDpO ( ') . ' \ `1` POOL FENCE ND.. LOT 12 - c SED ' &SpqPID.KEY _DEMRMINEO eY N.T.CORWIN INLAND SURVEYOR ON JUNE 13,zROP. FLAGSTONE - 004crt Nc c �VERS (TYP.) 6 PORCE�REBAR leo PROP. UG LP R/0 S OS£ LOT 11 o N.c.wL GAS TANK : yo Iy WELL PROP Ex. BLDG. ' O N.1C7.NL GEN. PAD I ,Q " / PROP. 1 STY. �� STOOP/STEPS, WALK ® = STAKE 17fi i D/C0/ R/O DECK TO BE REMOVED ® = TEST HOLE ` r N.C.WL /REMAIN I IN 1 1 DW _ ... ® = PIPE \ 174 I -.:, ---`�8_ � ?3)� EDGE OF .C.wL 1 ` * ::=:1:: 1 CLEARING � = MONUMENT `, 3• � I - PORCH R/0 , /' (NP') 172 1 1 `36. i ;v �� PROP. UG LP N 0 F. 1 1 2 $1(. 1 DW ,� o I N.c.wl„ �• 1 E_1� T`? 1 , O . GAS TANK = WETLAND FLAG ` 1 a 3• / Ci 39. I I GAE N I ,•' �TH` ��`. ` TOWN OF SOUTHOLD DIN 170 O = FLAG SET BY SOUTHOLD TOWN TRUSTEES EES i 136.3 ;I PROP. PERVIOUS ORNEWAY;;:' P 169 �j6.71 ,, 1 i DW I LP 10 -Y \ \ LR 'LP =PROPOSED NO DISTIMAN/CE BLFFER' t 2,575 SF /" a 1 ; Ex. eB CURB I EXP LP - - �� CTO BE ESTABLEhE�D OVER A EX(ISTM4 VEGETATM ` �. N.c� 'y 1 TO BE REMOVED �; --- 7 PROP. kn PROPOSED NO DISTURBANCE BLFFFR; t 980 SF \ ;N aT i I , BB CURB i SQ,QQ�' 0 UT POLE (TO BE AREA) ESTAIX&ED OVER A REVEGETA7FD \ N awl ^ WATER — �---" 1' 1 HEDGE ) ( �` METER UT POLE =PROPOSED NO 7L14F ZOW; f UT 1200 SF HE E '` -0 - 1 p 1 'I OP `�. 0& -`r ,O 00W POLE ^t•W % EO � M'3 Nn EVEGETA7F AREA OF DOSTQ �95.111 S79154 DISMRSANCE BLFFER, 102 SF ------- 16732, 0H1+ A� = EXISTING NIC-•OSTLRBANCE BUFFER EOP VAOR� ?,0(TO BE COVENANTED) Q�Y S EDGE OF 77DAL WETLANDS AS DETERMINED BY N. V T. CORMN 111 LAND SURVEYOR ON JUNE 13, 2017 NOTES 1. ELEVA77ONS ARE REFERENCED TO N.A.VD. 1988 DATUM 2. REFER TO PLANS BY S.L.MARESCA ASSOCIATES FOR DETAILS ON PROPOSED SEP77C SYSTEM, DRAINAGE CALCULA77ONS & GRADING DETAILS.. J. FLOOD ZONE INFORMA77ON TAKEN FROM. FLOOD INSURANCE RATE MAP No. J610JC0159 H ZONE AE: BASE FLOOD ELEVATIONS DETERMINED c OF N'El�y ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.29 ANNUAL CHANCE FLOODPLAIN. t ; f.5— 1-0. LOT NUMBERS ARE REFERENCED TO "AMENDED MAP A PECONIC BAY ESTATES" F7LED IN THE OFFICE OF SUFFOLK COUNTY CLERK ON MAY 19, 1033 AS MAP NO. 1124 I am familiar with the STANDARDS FOR APPROVAL AND CONSIRUC77ON OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. 1 'r The location of wells and cesspools shown hereon are from field observations 4.Z / and or from data obtained from others. ��' S. LIC. N0. 49618 AREA TO THE TIL' LINE = 39,624 SO. FT. `'°°° '' ANY AL7FRA77ON OR ADD177ON TO THIS SURVEY IS A VIOLATION OF SEC770M 7209OF THE PECONIC SUR1/EYORS, P.C. NEW YORK STATE EDUCA77ON LAW. EXCEPT AS PER SEC77ON 7209—SUBDIWSION 2. ALL or 0.910 ACRES (631) 765-5020 FAX (631) 765-1797 CERTIF7CA77ONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE UPLAND AREA = 28,260 SQ. FT. P.0. BOX 909 APPEARS HEREON. 1230 TRAVELER STREET �__�._� _ ..�,.. . __, _.. .. . ._.._. .. .r . SOUTHOLD N. Y 11971 18-111 TF =LOCATION OF SOUTHOLD TOWN TRUSTEES FLAGS y >- Y Y Y Y Y Y Y m PLACEt7 ON 0312.19 e F t 1 w EXISTING RESIDENCE TO BE DEMOLISHED =PROPOSED NO DISTURBANCE BUFFER,':f 2,575 SF FFE: 8.9 G FA:1840 S.F. a It (TO BE ESTABLISHED OVER EXISTING VEGETATION) (�REQ EXISTING PROPANE TANK TO '' (PIES co z Y CREEK O `'°""'�"°"� z =PROPOSED NO DISTURBANCE BUFFER,'f 980 SF i5(TO BE ESTABLISHED OVER A REVEGETA TED AREA) BE RELOCATED g 0 a S67°14'47"E o Q W o w PROPOSED 4 BEDROOM RESIDENCE _CLEAN OUT TO GRADE AT F- ❑ m =PROPOSED NO TURF ZONE:t 1200 SF 72.86' $78 0 Q > w O 2 STORY STRUCTURE SET ON CRAWL SPACE 4�6 4.74p"E/ FACE OF BLDG 2 w w t- d 3 / � a O FFE: 9.0 GFA: 1876 S.F. - - - - 6&"g2' S76�5g, oL -i z ¢ ❑ 0- =REVEGETATEAREAOFEXISTINGNO ' EDDEcc �°oe`Yi`i COW,11:ILFe.D ±. TIELrr�EIAL �,/ 22"F Z O I j O O DISTURBANCE BUFFER, 102 SF ( TF sli:ZlCRONJXE'3PJi' �� ,+ ONGM�LL►1(rIPI r 2811, W w Q ❑ of Q =EXISTINGrl0-DISTURBAIVCEBUFFER •-(k tP , f TF __ Z (L C)v v w Z (TD BE COVENANTED) TEST HOLE tOCATIO 055 Gh1 ,M� _ _ _ /�. / LOT 15 af O a 0 O W 0. >- Q IL `N�Pv T LOT 14 ........ _4--- - i : KEY MAP LL LU p w ,3$ L 13 -._�\L LIMIT OF CLE IING,GRADING III GROUND TOUNDLIJ TING � co m W t 21.5 YARDS OF CLEAN FILL REQUIRED FOR SEPTIC SYSTEM �0e0 �,- m ❑ CO N6 - 1 ` - _ J ,E f ' f rV FENCE(WIRE-BACK SILT FENCE) W Z) W Z w I- L❑LI (TO BE IMPORTED FROM AN APPROVED UPLAND SOURCE) 5�� TF - ^" 8-0 x 2' DRY WELL FOR POOL BACKWASH n > > o o � S2 Lo D- W LU OIL. W w w COASTAL B4RR;ER-� ` _ - f F ; % \ D x w a d d' DEC EXISTING COVERAGE RESOURCELINE PROPOSED DRAINAGE mGO P OSED PERMANENT 4'HIGH POOL FENCE r Cn t �A Oi ch e- O O7 w REQUIRED UPLAND COVERAGE:5,652 SQ.FT.(20%OF 28,260) (4} 8t Q1 x 3 DRY WELLS o N o cu I- � c•'iri UPLAND AREA=28.260 SQ.FT / , ' �kpoSFp 0 0 ❑ HOUSE,DECK,&STOOP W/STEPS =2,408 SQ_FT Z! /'R. Rp ,\ GARAGE&STOOP W/STEPS = 900 SQ.FT. .> , " EDGE OFTIOIdWETL"') 4 PROPOSED ALTERNATIVE OETENM NEV EY 14 T CM1 0.Iii MID OC ACPAD = 11SQ.FT SSRVEYOR^.N:L'lIEf3Ti'T �:�+ , 'j' �� ' °OOp� -J 1 4 BEDROOM SYSTEM 3.319 SQ.FT. �, i ARO 4, /71 �"�,\ ;.-30.19 a 1250 GALLON SEPTIC TANK W 3.319/28,260=1r.7,o - 10' OX2.5LI UIDD sF.E. UPDATE AT Q DEPTH Q DEC PROPOSED COVERAGE ,� FL `�' �; BURGER GO STRUCTION'S W/ 6-2' DEEP LEACHING POOLS REQUEST REQUIRED UPLAND COVERAGE:5,652 SQ.FT.(20%OF 28,260) �,/ LP T NK r 1•y - Otv �/� , ` W13-2` DEEP"E�CP}�T�1StOt`d POOLS �` PROPOSED UNDERGROUND O _ UPLAND AREA=28.260 SQ.FT. 1 LAND NOW FOR FORMERLY OF: f Dw 3 \ EXISTING GE OF CLEARING 1TYP. HOUSE,PORCH =1.952 SQ.FT. ANTHONY DECESARE - \ 7 J `' TE S r LP TANK W/ GAS LINE TO BLDG POOL, TROUGH&SPA = 740SQ.FT. vacalvr t - i' ' /0 / OLE / \/ } POOL TERRACE = 600 SQ.FT. t �1 1 I `s\ t C Z Dtvti" PROPOSED 1 H x 2 W x 8 L W o vi GARAGE&STOOP W/STEPS = 900SQ.FT. - i-, $sv. ),. � �� yip., N/O/F AG GEN.POOL EQUIP.PADS = 119SQ.FT. GARAGE / - 7 CONCRETE DEADMAN FOR Q 4,311 SQ.FT. EXISTING DRY GARAGE ` _ z ', FFEt7.s , <; !- . i�• .1�, 6Vvtd OF StiOtD U C m - ,.,,VACANT ANTI-BUOYANCY PROVISIONS 4,311/28,260=15.2% 1 1/2 STORY STRUCTURE , ' `" � % �°' (!) = o + ��`` , . - SEE S-2 FOR DETAILS W75 o a SET ON SLAB Dw 't �' y,`- , LP /. , C; to ,I LIP �P 100' WETLAND SETBACK C CO E FFE: 7.3 GFA:887 S.F. , EPS LP /,' m t X*1 ' �� y�l / PERVICIS ti�PRO " ,;� - EXISTING WATERLINE & METER 4 � ,(� P / I DR'VEw1 "�% ' / �` °UT P TO BE RELOCATED ` - F. E _'-ur POLE EXISTING OVERHEAD ELECTRICAL LINES / TO BE REMOVED Z .. d„�1 POLE 70 .1 167.32 J/�', - fop RO" \ r 7L� �,�, Mi• z'. EXISTING SEPTIC TO BE " '+ PROPOSED DRAINAGE "-..--- MOVED AS PER (1)8'O x 2' DEEP \, %\SCDHS REGULATIONS DRY WELL y, • ' --.. SANITARY SITE PLAN \ PROPOSED BURIED ELECTRIC LINE SCALE= 1:30 SANDYLOAM Stvt 1.3' PROPOSED WATER METER SANDY SILT AVE ALTERNATIVE SYSTEM: WITH GRAVEL 6.2'DEEP LEACHING POOLS 1:�1"S & WATER LINE SM 3-2'DEEP EXPANSION POOLS 3.6' PROVIDE CROSS OVER PIPES BETWEEN POOLS MIXED SAND WITH 8"ABOVE THE BOTTOM OF POOL ' CLEAN OUT CAST IRON COVER ¢_ G.W.EL 2.0 GRAVEL SP TO GRADE �'TD GRADE TYPICAL �� 11.1 1 Li ^ 6.0• FINISHED FLR.ELEV )-' t DRAINAGE ANALYSIS Project: Kreger Residence Date: 03.19.18 / RAE o � EXPECTED WATER IN MIXED EL 8 0 !•' SAND WITH I.E.zs� i. . 6.2-\ % : TOP OF POOL EL.7.1 tN GRAVEL i ' ( Q t'tlt�ViFT SLOPE I�.� Area in Runoff Adjusted Event LF Required LP Provided IE70 1250 GALLON ST MINI/8•rFTgLOPE LEACHING POOL 3'-: /'� 212 8'@ 142 2 100 10 L7 X 2.5 LD a �.E 6.5 �3' BOTTOM OF POOL EL.4.5 SP 1�� } Zone Sq.Ft. Coeff. -- Sq. Ft.. _ (8'0 . ) { 12.0' W. _1 EL.3 5 Main House 1890.0 1.0 1890.0 315.0 7.5 9 (%120) _. _---- _ :HIGHEST EXPECTED ST HO " N ;Gw2.o �� TE LE p � Garage 887.0 1.0 _ 887.0 147.8 3.5 5 (%142) W NO SCALE O O BY SHAM N BARRON M.S.09.18.172:11 PM f� ALL PIPE TO BE MINWVV4'0 C TEST FOLE PERFORMED (� _ CLASS 2400 SEWER PIPE PROFILE LE - BACKFILL 3'SURROUNDING SYSTEM � Q � Cr WITH CLEAN SAND AND GRAVEL m m 10'0 x 4.6'DEEP SEPTIC TANK VERTICAL SCALE: "=1'-O" 1250 GALLONS-2.5'LIQUID DEPTH_ _-_ _ _yw In U pp` 4' '•-•� ^ •-�r _ ALL SITE DATA SUPPLIED BY PECONIC SURVEYORS, O �y SOUTHOLD,NY S 03.24.19 Z--DRY SOILS A��,, , , ,.,�_„ �..i,_ _ e„ .e 1 03.20.18 REVISED FINISHED GRADE.EL.9.0 C";'" �• `--•-M- ="`= -i 4> - •- y E; "+F_ 4 _i3t♦ SCTM#1 000-53-03-13.1 y xl•.LaL e>._a 1988 DATUM/.91 ACRES(AREA TO TIE LINE) GALVANIZED D-RING OR //\\// �\ - - - --- -- - - - --`---- \\/T\ i� OLYESTER STRAP Wl _ _ UPLAND AREA 28.250 FT2 IKO SHACKLE(2 LOCATIONS) EYELETS(2 LOCATIONS) ^~ 5,000 LB ALLOWABLE TENSILE LOAD --------- \ /\\/ \/ T ? �o _ \/ / , ACE OF BUIL DING :_f. ,.).1....'..{ 8:k.:!.`a- .!:.•..,.i""cJ ."w� ... <'Y..e:.M1iS GALVANIZED TURN BUCKLE(2 LOCATIONS /\ \/�\\\ /\�\jam.•y / �%f.�/ 16'% 16'X 4•DEEP f 3000 LB SAFE WORKING LOAD \�\ \\\\ \j/\\/ ;/ VENT STACK- "d< COLWACTEO EIA6EDLtENT I / /\/ .ice x•,..... *"Z""•.,�,r w, w .<,r .f T.>rn \\/I r, / ATURATED SOILS srovPER OR ENnrwc b,-.. .,.-. `' 4__ .., .: . A'. t°~` "`" FLOC?S!AR OR STRUCTUPc -SLATE OR OTHER s t+r-..1,'- •. 41'F-' - ems•«..• -, •. .-_I'b I PREDICTED STORM SURGE / /•%/ , SUITABLE COVER } •...v_ i}<._.�._.. tsw�,_.. ,..` "t":zte,V I EILEVATtON 5.G VH x 2'W x 8'L CONCRETE 11 DEADMAN-EITHER SIDE �� 1'- *-» .` _ - r. - t f' ,. '"'" DRAWN BY: KM . � BOTT OF TANK *' I OF TANK(991.2 LBS PER DEADMAN) :ATERICP. • A EXTER C� `j' ELEVATION 3.5 ,�� ' 1 _._,._...__� I CONCRETE DEADMA '11-11, ' DATE: 03.14.18 GROUNDWATER WASTE ' ! . ''„°' y SCALE: AS NOTED GALVANIZED ;"EYE BOLTwI ELEVATION 2.0 �'TT1rT T.�r r I�• . I -` a, FLAT WASHER TOP&BOTTOM �, sEPrc7aNK-- E.31., �.-,'„>`1111 T,, fs.�I"Sf`i�0,', .Ira r _ tit'::' i3VAT SHEET (4 LOCATIONS) r• I.F •z <TnCa. _ _ < EX•E1S:1�P7��3•:DtT Oti DEADMAN ANTI-BUOYANCY DESIGN CLEANOUT AT FACE OF BUILDINGFy°�'^""� �4> "-� +�^-• *. �� NOT TO SCALE-CALCULATIONS SUBMITTED ON SEPARATE SHEET *8 1p(" s � -a >-+• 1-• OF 1 SHEET N SURVEY OF PROPERTY A T A RSHAMOMOQ UE JAN - 6 2020 TOWN OF SOUTHOLD SUFFOLK COUNTY N. Y. 01000-53-03-13.1 SCALE: 1 "=30 MARCH 20, 2018 JUNE 6, 2018 !!rLv 9, 2018 OCTOBER 11, 2018 (SETBACKS) OCTOBER 24, 2018 (LOT COVERAGE) MARCH 24, 2019 (TOWN FLAGGING) CREEK SEPTEMBER 3, 2019 (S/TE REWS/ONS) p�pES DECEMBER 27, 2019 (FOUNDA TON LOCA TION) S87014'47"E • 72.86' S78.47,40" 165/// r r r _ 66 92' S76:59, / EDGE OF 71DAL WETLANDS AS �E _ _ _ 2" // ► TF LANDRSU ED ONTJUNE�113,12017 r + - LINE ALONG MHW 2R E C / E v Gfk�f 2D2 N�WL 210 TF M EYP,) ��_�� CLEAR do MAINTAIN 4- WIDE FOOT PATH TO PIPES CREEK. :J !� / L 212 '--27;�� (TO BE CLEARED ONLY USING TOOLS, INCLUDING BUT nny / !! N.C.WL \ \\ \ \ \ "� N.C.wL -' NOT LIMITED TO HAND PRUNERS, HEDGE TRIMMERS, 6WEED WACKERS AND/OR AN B-INCH BLADED BRUSH // �OC� \ \ \ \ \ \ \\ \ \\ \ \ c.wt TRIMMER) TFC. \\\\\\\\ \\ \ \ \\ 216 WL f� N6�• O f \ \ \ \ \\ \ \ 222 O 5� Ih r r r \\\\ \ \\ \\\\\\\\\ N.G.WLTF .0011 r r ^� \ \ \ - N.C.1l uj \ \ \ 224 102 •.► / N.C. i° EDGE OF \ \ \ N.c.vA r r r r r CLEARING n c (TyP.) POOLGFENCEEPTABLE PIPE FND'` • • PIPE Z N.C. FND. EDGE OF WETLANDS KEY r DETERM N DDAL BY N.T COR N Ie • LAND SURVEYOR ON JUNE 13,2017 r 164 N REBAR N O4 49C) 50 OUNDqTop op" C TjON IC WELL s ® = STAKE _ Cv.8& 123• 176 EX. TO ® = TEST HOLE ` N.C.WL` / REMAIN 2jo eS' ® = PIPE 174 / NLC.W 0 = MONUMENT \ /� 38.3' N'72 C.Wl- 39\ ES : d� N/O/F = WETLAND FLAG ` EU�,3' O TOWN OF SOUT LD GAS` N N170 ♦1Y` N.C.WL / 36.3' X01 = FLAG SET BY SOUTHOLD TOWN TRUSTEES O -0 169 /G 58.7 ' �ry \ \ -PROPOSED AKS DI STLRBAACE BLFFE7� t 2575 SF \\ \ \ (TO BE ESTAaLEf•m OVER A EXSTM9 VEGETAT M \ NCB u (TOB ESTAIXGLED OVER A REVEGETA TED ?j \ 166 —10 . 18000 WATER POLE / N.C.WL HEDGE METER PUT OLE DOSED NO TLW ZOAE,• t 1200 SF ` HEDGE OHW UT P _ G ------� 54f0o„W POIE ONW E EOP � \\\\\\X\ D►5MfMI E B(.FFER; 102 W NO -- 795.11' S79• oHW E RDA --- -- 167.32' a EXISTM3 IA9-AISTLR8AACE BLFFER EOP AY SH R (TO BE COVENANTED) EDGE OF 77DAL WETLANDS AS DETERMINED BY N. T. CORWIN l!! LAND SURVEYOR ON JUNE 13, 2017 NOTES: i. ELE VA II0 S ARE 11EI GRENCEO TO iV.A.V.U. 1'956 DA i t M -� 2. REFER TO PLANS BY SL.MARESCA ASSOCIATES FOR DETAILS ON PROPOSED SEP77C SYSTEM, DRAINAGE CALCULA77ONS & GRADING DETAILS. J. FLOOD ZONE INFORMA770M TAKEN FROM. FLOOD INSURANCE RATE MAP No. J6103CO159 H -- , ZONE AE: BASE FLOOD ELEVATIONS DETERMINEDQF Pd , ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. ,,SO LOT NUMBERS ARE REFERENCED TO AMENDED MAP A PECON/C BAY ESTA 7E'Sm FILED IN 0% THE OFFICE OF SUFFOLK COUNTY CLERK ON MAY 19, 1033 AS MAP NO. 1124 I am famlllar with the STANDARDS FOR APPROVAL AND CONS7RUC77ON OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and Will abide by the cond/tlons set forth therein and on the permit to construct. r _y The location of wells and cesspools shown hereon are from field observations �k,, ✓ and or from data obtained from others. a;`r.,_ ` 'efi'1.-'�c~ , AREA TO THE TIE LINE = 39 6,24 SQ. FT. '�`; �` �`� N. Y.S. LIC. NO. 49618 ANY ALTERATION OR ADDITION TO 7N/S SURVEY IS A VIOLATION OF SECTION 72090E THE ' PECONIC:.,,50RVEYORS, P.C. NEW YORK STATE EDUCA77ON LAW. EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL or 0.910 ACRES (631) 765-5020 FAX (631) 765-1797 CER nCA TONS HEREON ARE VALID FOR THAND COPIES THEREOF ONLY F MAPnOR COPIES BEAR THE IMPRESSED SEAL OFATHE SURVEYOR WHOSE SGNATURE AID P.0. BOX 909 APPEARS HEREON. UPLAND AREA = ,28,260 SQ. FT. 1230 TRAVELER STREET SOUTHOLD, N. Y. 11971 18--111 l l r 2 6 2021 PUT 1:')fNG DEMOLD KREGER RESIDENCE G 1085 Bay Shore Road p`! c Q v 28,11' SUFFOLK COU1 TY DEPARTMENT OFF HEALTH SERVICES G ` _ S, 591'7 Southold, New York APPROVAL OF CONSTRUCTED rice I\'S FOR �CJ 6697 ASINGLE FM,41LY RESIDENCE7s� _--- 12j (� 07/26/2021 _ H.S. e i Nlo. R10-19-0020_ The sewage disposal and `valeo supplyfacilit+Cs at this location have been •E inspected and/or certified by this Department or other agencies and found sBiQ � � � . _ . - - Marshall poetzel LANDSCAPE ARCHITECTURE t0 be, satisfactory FORA MAYIMUI~ i 0l= 4 _- BEDROOMS. � NORTH FORK 5175 Route 48 Mattituck,NY 11952 i phone: (631)209-2410 GAtEE KIp PEr p i, PE., CHIEFfax: (631)315-5000 .i email: malaJmplastudio.com olike of kivastewater wanagern-nt / I 1 ema SURVEYOR: / PROPOSED BOUNDARY Peconic Surveyors P.C./ �� P.O. Box 909 TIE LINE ALONG OF NO DISTURBANCE / / MEAN HIGH EDGE OF TIDAL WETLANDS AS1230 Traveler Street - WATER / DETERMINED BY N.T.CORWIN III— / I EXISTING Southold, NY 11971 ' LAND SURVEYOR ON JUNE 13,2017 POOL+ SPA Office: (631) 765-5020 FLOOD ZONE LINE ARCHITECT: EXISTING BOUNDARY ! � A U Gi 2 f 02 ,� / OF NO DISTURBANCE , U/ DW The m Street Group TIDAL WETLANDS BOUNDARY -� t t 47 Elm Street hh / FLAGGED BY SOUTHOLD TOWN % New Canaan,CT 06480 . 1 l(� ;" bg TRUSTEES ON 3/12/2019 �i - / II 11, I-,\I i a:i7 f Tf / ---r— --�=_ -�_n-_ B �� PROPOSED REVEGETATE AREA OF �7-'`��] EXISTING NO DISTURBANCE BUFFER J / a:20 / I13:10 / B:15' 6• / / / A:19' L4"' B:1r`/DW EXISTING /\�" RESIDENCE �- UNDERGROUND r•—1l—— PROPANE TANK f COASTAL BARRIER L. t -''I AS-BUILT � / RESOURCE LINE / / B o ) c SEPTIC SYSTEM DWI LA:20' ST 1 o. B:1a• �` g EXISTING B:19• ; t O SITE DATA: WALKWAY / j 0. CN SCTM# 1000-53-03-13.1 379' Lot Area: 39,624 SF (or,91 acres) - A: �� AS-BUILT DRYWELL EXISTING STEPPING B:29' A:41' O (TYPICAL) STONE WALKWAY - g 3a• !� le ' o:+o O AS BUILT `� A:45' POOL EQUIPMENT \\ LP '��'t`r V AS-BUILT EXISTING B:36, �r \p GENERATOR GRAVEL A:4W- I LP t LP Ilt / A:19' � / 0� DRIVEWAY g:a1' �� \ 1 NOTES: o fON O ( B:23' O A: LF i BOO �` ` / // 0 I"COPLT g;�• ` LID 1. Existing conditions based on survey AC UNIT 1"COPPER . �r \ prepared b Peconic Surveyors P.C.dated AC UNITS 4 WATER LINE �-�' y y 3/20/2018 and revised 9/3/2019. 2. This drawing is for the purpose of EXISTING obtaining permits only. NOT FOR GARAGE / ` CONSTRUCTION. EXISTING / / 3. Unauthorized alteration of this plan is a f violation of NYS Education Law. - WATER METER � A:1s• �- � � � REVISIONS - - - DATE DESCRIPTION DW YAS-BUILT8'X 3' / DRYWELL(TYP.) / / Q 1 Q° s e a 1 / Y N0SCgp Kar/A��9 / / r a - I • 9 OF tt_.f TITLE: f AS—BUILT 'ol SEPTIC + DRYWELL < PLAN i �i 0 8 16 60 l 67.32' Z Scale 1/16"=1'-0" �j o DRAWN BY: A.Fox n B CHECKED BY: /'1 J.PAETZEL DATE:2021.05.11 REVISED:2021.06.17 SHEET 1 OF 1 lc0 CERTIFICATE OF STA Tmp"nStlonl NYS WORKERSCOMPENSATION INSURANCE COVERAGE 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured Sentry Automatic Fire Protection Inc. 631723-3095 35 Flanders Road Riverhead, NY 11901 1 c,NYS Unemployment Insurance Employer Registration Number of Insured Work Location of Insured(Only required If coverage is specifically limited to certain locations in New York State,i.e.,a Wrap-Up Policy) 1d.Federal Employer Identification Number of Insured or Social Security Number 205405776 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) NorGUARD Insurance Company Town of Southold 54375 NY-25, 3b.Policy Number of Entity Listed in Box"1 a" Southold, NY 11971 EWC143183 effective 3c.Policy effective period 01/12/2020 to 01/12/2021 3d.The Proprietor,Partners or Executive Officers are Included.(only check box if all partners/officers included) Ei all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"1 a"for workers' compensation under the New York State Workers'Compensation Law. (To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy).The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2'. The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than,nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note:Upon cancellation of the workers'compensation policy indicated on this form, if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent,of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Leonard Scioscia (Print name of authorized representative or licensed agent of insurance carrier) Approved by: 11/4/20 (Signature) (Date) Title: Authorized Representative Telephone Number of authorized representative or licensed agent of insurance carrier: 631-390-9700 Please Note:Only insurance carriers and their licensed agents are authorized to issue Form C-105.2.Insurance brokers are NOT authorized to issue it. C-105.2(9-17) www wcb.ny.gov Workers' Compensation Law Section 57. Restriction on issue of permits and the entering into contracts unless compensation is secured. 1. The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter, and notwithstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that compensation for all employees has been secured as provided by this chapter. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any compensation to any such employee if so employed. 2. The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter, notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that compensation for all employees has been secured as provided by this chapter. C-105.2 (9-17) REVERSE Client#: 95347 SENTAUT1 ACORDTM CERTIFICATE OF LIABILITY INSURANCEDATE(MMIDD/YYYY) 11104/2020 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(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder Is an ADDITIONAL INSURED,the policy(les)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 any rights to the certificate holder in lieu of such endorsement(s). PRODUCER NRAJACT Commercial Support Edgewood Partners Insurance Center H(AIOONE E:d:631-390-9700 AIC No FAX 631-390-9790 Marcus Drive ADORle 3rd Floor ss: certificates@cookmaran.com 3r Melville,NY 11747 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Clear Blue Specialty Insurance Company 37745 INSURED Sentry Automatic Fire Protection Inc. INSURER B:NorGUARD Insurance Company 31470 735 Flanders Road INSURER C:Merchants Preferred Insurance Co. 12901 Riverhead,NY 11901 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: 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 JNSURANCE 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 TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER MM/DDIYYYY MM/DD/YYYY A X COMMERCIAL GENERAL LIABILITY WCSECGL000096201 7/31/2020 07/31/2021 EACH OCCURRENCE $11000000 CLAIMS-MADE 7 OCCUR PREMISES Ea occur°nce $100 000 X BI/PD Ded:7,500 MED EXP(Any one person) $ X Contractual Liab. PERSONAL&ADV INJURY $1,000,000 GEN'LAGGREGATE LIMIT'APPLIESPER GENERAL AGGREGATE $2,000,000 POLICY�ECT F LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER $ C AUTOMOBILE LIABILITY CAP1064214 1/18/2020 01/18/2021 EO a.,ND d.n SINGLE LIMIT 1,000,000 ANY AUTO BODILY INJURY(Per person) $ OWNED X SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS X HIRED ONLY X NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ B WORKERS COMPENSATION SEWC143183 1/12/2020 01/12/2021 X PER OTH- AND EMPLOYERS'LIABILITYER ANY PROPRIETOR/PARTNER/EXECUTIVE Y 1 N E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? ® N I A (Mandatory In NH) E L DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $1,000,000 LL. DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 54375 NY-25, ACCORDANCE WITH THE POLICY PROVISIONS. Southold,NY 11971 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016103) 1 of 1 The ACORD name and logo are registered marks of ACORD #S2772992/M2707720 KPEAR f " BURGER CONSTRUCTION , INC. POST OFFICE 93 5 TELEPHONE: 6311-0734952417 CU FACSIMILE: 631-734-5249 D 9(91 R L-�' D) JUL 2 6 2021 WmDrNG DEFT. July 26, 2021 Mr. John Jarski Senior Building Inspector Southold Building Department Town Hall Annex Building 54375 Route 25 Southold, NY 11971 Re: Scope of Work on Non-Habitable Space at 1085 Bay Shore Road, Greenport, Permit Number 44316 Dear John, Regarding the scope of,,work at the above site in the third story non-habitable space, the ceiling height will be 6' 1 The insulation will be closed cell spray foam and intumescent coating DC 315 will be applied over it. Sincerely, Eugene Burger 631-484-9763 cell CONTNUOUS RVGE VEW CDR-A-VENT 2'x 12' RIDGE 12 12 1 1 I I Non-Habitable Space `' 1 1 3�1 i 1 1 2' x 4'STUDS 1 1 1 . 1 i i i I 1 Master Master Bath Bedroom I 211 208 1 1 1 I E r KIR' l 1 r . l t i I I L E 1 Living Room r 1m3 1 r 1 (3)P4°x 140 LVL. � 1 1 1 1 i 1 1111 D. 1 Ib 1,- I IIU li_I W711, I l I! I If� � �• I ylH I .I I 1 { I ��11'11111 I I I I I I I I - 1 I.�I 1 1 f•II 1 - IH f-�I I 1 •I� � 1 �11�I Ibl�bl I� 1 1 i 1 1 " Sentry Automatic Fire Protection Inc. 735 Flanders'Rd Riverhead, NY 119o1 Phone (631) 723-3095 SENTRY n c�RE PR� Fire SprinMer Calculations For RREGER RESIDENCE REMOTE AREA 1 lo85 BAYSHORE RD GREENPORT, NY 11944 ys ':71 hrj, Ir KREGER RESIDENCE Drawing Date: 10/26/20 12: 9 HYDRAULIC DESIGN INFORMATION SHEET Job Name: KREGER RESIDENCE Location: -°1085 BAY SHORE RD „ GREENPORT, NY, 11944, USA Drawing Date: Remote Area Number: 1 Contractor: Sentry Automatic Fire Protection, Inc. Telephone: 631-723-3095 735 Flanders Rd. Riverhead, NY 11901 Designer: RF Calculated By:SprinkCAD www.sprinkcad.com 1400 Pennbrook Pkwy. Lansdale, PA 19446 Construction: WOOD Occupancy:RES Reviewing Authorities:TOWN OF SOUTHOLD SYSTEM DESIGN Code:NFPA 13D Hazard:RES System Type:WET Area of Sprinkler Oper. 512 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) RES I Make: RASCO Area per Sprinkler 256.0 sq ftj Model: RFC 49 Hose Allowance Inside 0 gpm I K-Factor: 4. 90 Hose Allowance Outside 0 gpm I Temperature Rating: 165 CALCULATION SUMMARY 2 Flowing Outlets gpm Required: 25.9 psi Required: 45.9 @ Source WATER SUPPLY Water Flow Test Pump Data Date of Test 8/19/20 1 Rated Capacity 0 gpm Static Pressure 55. 0 psi I Rated Pressure 0. 0 psi Residual Pres 19. 0 psi Elevation 0 At a Flow of 1695 gpm Make: Elevation 0" Model: Location: BAY SHORE RD 1ST HYD E/0 KERWIN Source of Information: SCWA SYSTEM VOLUME 11 Gallons Notes: KREGER RESIDENCE Drawing Date: 10/26/20 12: 9 HYDRAULIC CALCULATION DETAILS HYDRAULIC ' FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 26 28.8 psi 1 1" CPVC 90 Ell CPVC 5' 120 1. 049 26 1.3 1 Pipe 1" PVx15 BlazeMa Plastic 3' 150 1. 101 26 0.3 1 1'.�" Thrd Alarm Valve Tyco 513D, D/ 0' 0 1. 610 26 0.0 1 Pipe 11.x" 10x21 Allied Domestic 3 ' 120 1. 682 26 0. 1 1 1-1/2" Grvd 90 Ell #510 4 ' 120 1 . 610 26 0. 1 1 Pipe 1%i�" 10x21 Allied Domestic 1 ' 120 1 . 682 26 0 . 0 1 11-z" Grvd Back Flow Valve RPZ CHART LOSS 26 11. 0 1 1-1/2" Grvd Tee #519 8 ' 120 1. 610 26 0.3 1 Pipe 11-�" Kx10 Copper 150 ' 150 1.481 26 3.9 Hydr Ref R1 Required at Source 26 45. 9 psi Water Source 55. 0 psi static, 19. 0 psi residual @ 1695 gpm 26 gpm 55.0 psi SAFETY PRESSURE 9.1 psi Available Pressure of 55.0 psi Exceeds Required Pressure of 45.9 psi This is a safety margin of 9.1 psi or 16 % of Supply Maximum Water Velocity is 8 .8 fps KREGER RESIDENCE Drawing Date: 10/26/20 12: 9 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90 ' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee V Valve f LEGEND HYD 'REF Hydraulic reference. Refer to accompanying flow diagram. _ K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow i DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0. 433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4 .52 x (Q/C) ^1.85 / ID^4 . 87 Pv Velocity pressure (psi) where Pv = 0.001123 x Q^2/ID^4 Pn Normal pressure (psi) , where Pn = Pt - Pv I NOTES: Pressures are balanced to 0. 01 psi. Pressures are listed to 0. 1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations RREGER RESIDENCE Drawing Date: 10/26/20 12: 9 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/ (PSI^3-�) ) (PSI) (GPM) (GPM) (GPM/SQ.FT) Al 27 .42 7.0 A1S 27 .08 4 . 90 7 . 0 13.0 13.0 0. 05 A2 27 . 42 7 . 0 A2S 27 . 08 4 . 90 7 . 0 13.0 13. 0 0.05 Bl 27. 42 7 . 4 B2 27. 42 13. 0 B3 18 .75 18 . 6 W 9.33 28 . 8 Max velocity of 8 . 82 occurs in the pipe from W TO B3 Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch. KREGER RESIDENCE Drawing Date: 10/26/20 12: 9 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES_ _FTNG,'S , Pe_ ,.Pv s******* ,NOTES__******* POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE Al TO W (PRIMARY PATH) 12 .96 1.101 lE 0 .33 7 . 0 7. 0 K = 4 .90 A1S C=150 3. 83 -0. 1 0 ,0 12 . 96 0. 031 4 . 16 0.1 7. 0 Vel = 4 .41 1 . 101 1T 4 . 02 7 .0 7. 0 EqK = 4 . 91 Al C=150 9.56 0.0 0. 0 12. 96 0. 031 13.58 0.4 7 .0 Vel = 4. 41 12 . 96 1. 101 2T 32 .04 7. 4 7 . 4 B1 C=150 19. 13 0. 0 0.0 See PATH 2 25.93 0.110 51 . 17 5. 6 7 .4 Vel = 8 . 82 1 .101 2E 8 . 67 13. 0 13. 0 B2 C=150 7. 65 3. 8 0. 0 25.93 0. 110 16.32 1. 8 13.0 Vel = 8 . 82 1. 101 2E 29.35 18 . 6 18 . 6 B3 C=150 2T 26.78 4.1 0 . 0 25. 93 0. 110 56. 13 6.2 18 . 6 Vel = 8 .82 W 25. 93 28 .8 K = 4. 83 PATH 2 FROM HYDRAULIC REFERENCE A2 TO B1 12.96 1.101 1E 0.33 7. 0 7 .0 K = 4 . 90 A2S C=150 3. 83 -0. 1 0.0 12. 96 0 .031 4. 16 0. 1 7 .0 Vel = 4 .41 1. 101 1T 3. 98 7.0 7 .0 EqK = 4 . 91 A2 C=150 9.56 0.0 0.0 12. 96 0. 031 13.55 0.4 7 . 0 Vel = 4 .41 B1 12. 96 7 .4 K = 4.77 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) Job Water Required Hose Allowance KREGER-RESIDENCE Static Pres: 55.0 psi Pressure: 45.9 psi In: '- ,0 gpm ' 1085'BAY SHORE'RD Resid. Pres: 19.0 psi Sys Flow: 26 gpm Out: 0 gpm GREENPORT Flow: 1695 gpm Sys+Hose: 26 gpm Remote Area. 1 Date: 8/19/20 Safety Pres: 9.1 psi Loc: BAY SHORE RD 1 ST HYD E/O Hd Elv Pres: 7.7 psi 70 60 Su I 040P50 - 40 — P S I 02010 30 - 20 - 10 7.7 psi 100 150 200 250 300 350 400 450 500 Flow (gpm) SPRINKLER NOTES 1. SPRINKLER SYSTEM IS DESIGNED IN ACCORDANCE WITH NFPA 13D 2013. PREFER. FROM REMOTE BRANCH LINE P'IN 2. ATTIC IS NOT TO BE USED FOR STORAGE AND SPRINKLERS ARE OMITTED IN ACCORDANCE WAil WITH NFPA 13D 2013 SECTION 8.6.5 1" TEST VA. IN accEsseLE LOCATION 3. SPRINKLER HEADS SHALL CLEAR LIGHTING FIXTURES, BEAMS, ETC. SIDEWALL HEADS SHALL BE POSITIONED SO THAT DEFLECTORS ARE MIN. 4" AND MAX. 6" FROM CEILING. ISTANT OUTLETECORROSION T '�INWLEI 4. ALL PIPING SHALL BE STANDARD WEIGHT STEEL, COPPER OR CPVC. 5. CONTRACTOR SHALL FURNISH AND INSTALL ADDITIONAL PIPING INCLUDING DROPS, WET PIPE INSPECTORS TEST IF NECESSARY TO ATTAIN CLEARANCES AT NO ADDITIONAL COST. 6. NEW UNDERGROUND WATER SERVICE SHALL COMPLY WITH LOCAL WATER AUTHORITY REQUIREMENTS WITH REGARD TO MATERIAL, MIN. COVERAGE, INSTALLATION REQUIREMENTS ETC. 7. NO WORK SHALL COMMENCE PRIOR TO OBTAINING ALL NECESSARY APPROVALS FROM LOCAL WATER AUTHORITIES HAVING JURISDICTION. SUPPORT CUP BULB 8. CONTRACTOR SHALL FILE FOR FIRE LINE TAP WITH LOCAL WATER COMPANY. WITH THREADS GUIDE COLING 9. GENERAL CONTRACTOR SHALL PROVIDE SOFFITS FOR SPRINKLER LINES WHERE PINS (2) REQUIRED. ALL PIPES ARE TO RUN CONCEALED. } + DEFLECTOR IN DEFLECTOR 1 _ L= DROPPED POS11ION 10. NEW SPRINKLER SYSTEM SHALL BE TIED INTO FIRE ALARM SYSTEM WITH REQUIRED 1 1RETAINER WITH TAMPER SWITCH AND WATER FLOW SWITCH. I I /� THREAD DIMPLES 0 0 KITCHEN DINING AREA 11. PROPERTY OWNER AND/OR TENANT IS TO MAINTAIN A MINIMUM OF 400 IN ALL AREAS OF WET PIPING. COVER PLATE 12. IF PROPERTY HAS A FIRE PUMP THE OWNER MUST PROVIDED A GENERATOR. CONCEALED SPRINKLER 13. FIBERGLASS INSULATION MUST BE INSTALLATION ABOVE THE PIPE IN ATTIC SPACE WITH ASSEMBLY PROPER VENTILATION LIVING ROOM 14. IF ANTIFREEZE IS REQUIRED THE PLUMBER SHALL INSTALL A REDUCED PRESSURE ZONE (RPZ). IF RPZ IS NOT INSTALLED SENTRY FIRE AUTOMATIC PROTECTION SHALL INSTALL A BOOSTER PUMP. 15. 1F THE FIRE SPRINKLER SYSTEM IS CONNECTED TO A WELL, IT MUST HAVE A RPZ AND MUST BE CONNECTED TO AN GENERATOR Li 1 I CIl POWDER RM. HALL rrkwlj MUD ROOM MECH. RM. 2 2-8 UP — t ENTRY 1 1 1— 5-712 TO SYSTEM---- STUDY E O FIRST FLOOR FIRE SPRINKLER PLAN THIN, OTE.S SYSTEM � O WILL BE AN SCALE: 1/4 1$= 11-0" ANTIFREEZE SYSTEM TYCO RISER MANIFOLD W/ (1) DRAIN AND TEST (2) FLOW SWITCH (3) PRESSURE GAUGE FIRST F SW SIGNS ON BODY 2" BUTTERBALL VA. W/TAMPER •• SW. UNLESS NOTED OTHERWISEo t TEST COCKS CEILING ELEVATION : 9 ' - 0" a M A-1-N P-1-PE -E-L-E VA T-10N: 9 ,— 4" ,a BRANCH PIPE ELEVATION : 9 '-- 4" p WILKINS 375XL . ELEVATION FROM JOB REF: REDUCED PRESSURE SUPPORT ASSEMBLY W/BALL VALVES (LEAD FREE) AIN W/SCREEN & DRAFT STOP "" ,, I',,` a r• e r,e t.C' _k. MECH. F.M. STAMPING AREA ROOM K;REGER RESIDENCE -WATER SERVICE BY w SENTRY SENTRY FIRE SPRINKLER HEAD LEGEND °M-RS, TO COMPLYW11H THE LOCAL WATER 1085 BAYSHORE RD AUTOMATIC FIRE 136 DISTRICT REQUIREMENTS GREENPORT, NY 11944 , = PROTECTION INC. SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL " W FIRST F 00 �9, ° 735 FLANDERS RD 21 PEND WHITE 165 4.90 1 /2" RA0616 RASCO RFC 49 TYPICAL RISER SECTION -i �— R oploc, � FLANDERS, NY 11901 _ PIPE �� SCALE: NTS f-- FIRE SPRINKLER PLAN PH#(631 )723-3095 NO. REVISIONS DATE BY FILE 1085 boyshore SCALE 0 = PIPE RISERport.dwg AS NOTED DRAWN Ween CHEKED PROJECT # BY RF BY RM # REDUCED PRESSURE ZONE DATE 7/23f2fl DWG. # Sp _ l SPRINKLER NOTES BATHR00 4 1. SPRINKLER SYSTEM IS DESIGNED IN ACCORDANCE WITH NFPA 13D 2013. PREFER. FROM REMOTE BRANCH UNE CL S PIIN 2. ATTIC IS NOT TO BE USED FOR STORAGE AND SPRINKLERS ARE OMITTED IN ACCORDANCE WALL WITH NFPA 13D 2013 SECTION 8.6.5 BEDROOM #4 ,• TEST VA. IN ACCESSIBLE LOCATION 3. SPRINKLER HEADS SHALL CLEAR LIGHTING FIXTURES, BEAMS, ETC. SIDEWALL HEADS SHALL BE POSITIONED SO THAT DEFLECTORS ARE MIN. 4' AND MAX. 6" FROM CEILING. ELL W/ REZTANT OUTLET EQU&CORROSION 4. ALL PIPING SHALL BE STANDARD WEIGHT STEEL, COPPER OR CPVC. CLOEST MASTER BALCONY - BEDROOM 5. CONTRACTOR SHALL FURNISH AND INSTALL ADDITIONAL PIPING INCLUDING DROPS, WET PIPE INSPECTORS TEST IF NECESSARY TO ATTAIN CLEARANCES AT NO ADDITIONAL COST. BATHROOM #3 6. NEW UNDERGROUND WATER SERVICE SHALL COMPLY WITH LOCAL WATER AUTHORITY REQUIREMENTS WITH REGARD TO MATERIAL, MIN. COVERAGE, INSTALLATION REQUIREMENTS ETC. C133 > 7. NO WORK SHALL COMMENCE PRIOR TO OBTAINING ALL NECESSARY APPROVALS FROM r4l LOCAL WATER AUTHORITIES HAVING JURISDICTION. 6-0 BULB8. CONTRACTOR SHALL FILE FOR FIRE LINE TAP WITH LOCAL WATER COMPANY. PPORT CUPWITH THREADSBEDROOM #3 GUIDE cEluNc 9. GENERAL CONTRACTOR SHALL PROVIDE SOFFITS FOR SPRINKLER LINES WHERE —1 MASTER PINS (2) REQUIRED. ALL PIPES ARE TO RUN CONCEALED. BATHROOM DEFLECTOR IN N DEFLECTOR JL� DROPPED POSITION 10. NEW SPRINKLER SYSTEM SHALL BE TIED INTO FIRE ALARM SYSTEM WITH REQUIRED � 00 rn ; jRETAINER WITH TAMPER SWITCH AND WATER FLOW SWITCH. THREAD DIMPLES UP 0 0 `n STAIR HALL 11. PROPERTY OWNER AND/OR TENANT IS TO MAINTAIN A MINIMUM OF 40° IN ALL AREAS OF WET rn 1 PIPING. 1-4 1 1 C01ER PLATE 12. IF PROPERTY HAS A FIRE PUMP THE OWNER MUST PROVIDED A GENERATOR. 81 1— 6-0 CONCEALED SPRINKLER 13. FIBERGLASS INSULATION MUST BE INSTALLATION ABOVE THE PIPE IN ATTIC SPACE WITH 3— ASSEMBLY PROPER VENTILATION 1 1 14. IF ANTIFREEZE IS REQUIRED THE PLUMBER SHALL INSTALL A REDUCED PRESSURE 6-5 5-7 ZONE (RPZ). IF RPZ IS NOT INSTALLED SENTRY FIRE AUTOMATIC PROTECTION SHALL INSTALL A LAUNDRY ROOM BOOSTER PUMP. 15. IF THE FIRE SPRINKLER SYSTEM IS CONNECTED TO A WELL, IT MUST HAVE A RPZ AND MUST BE ATTIC SPACE CONNECTED TO AN GENERATOR BEDROOM #2 a BATHROOM #2 A2 1 ATTIC SPACE 10-3 DN �-N 0 256.0 0 1 1 1 1 1 10-212 5-512 9-212 � )< A o a ,eSECOND FLOOR FIRE SPRINKLER PLAN 1 o Al �- SCALE: 1/4 "= 1'-0" — Ln 1 1 09 s 10-3 0-3 1 SECOND FLOOR 256.0 1 0-9j 2 UNLESS NOTED OTHERWISE �c CEILING ELEVATION : 18' - 5" MAIN PIPE ELEVATION : 18' - 9" BRANCH PIPE ELEVATION : 18' - 9 " ELEVATION FROM JOB REF: 1 1 6-5 5-7 N ATTIC SPACE OF 3` y i•• - _ - \gyp F.M. STAMPING AREA O E ATTIC FLOOR FIRE SPRINKLER PLAN W KREGER RESIDENCE SCALE: 1/4 = 10 SENTRY SENTRY FIRE SPRINKLER HEAD LEGEND 0 0 1085 BAYSHORE RD AUTOMATIC FIRE SYM CNT POSITION FINISH TEMP K NPT SIN MFG. MODEL s ATTIC GREENPORT, NY 11944 PROTECTION INC. 0 21 PEND WHITE 165 4.90 1 /2 RA0616 RASCO RFC 49 UNLESS NOTED OTHERWISE w SECOND FLOOR AND ATTIC A, � 735 FLANDERS RD _ CEILING ELEVATION : 27'- 1 " �'F�R��p'�`� FLANDERS,( 23-31010901 - PIPE DROP � FIRE SPRINKLER PLAN PH 631 7 MAIN PIPE ELEVATION : 27'- 5)) NO. REVISIONS DATE BY FILE 1085 bayshore SCALE 0 = PIPE RISER BRANCH PIPE ELEVATION : 27'- 5" DRAWN AS NOTED DRAWN CHEKED PROJECT # ELEVATION FROM JOB REF: BY RF BY RM RPZ = REDUCED PRESSURE ZONE DATE 7/23/20 DWG. # SP - 2 Iry l_/11 I+JI_bN J JJ 1IJJ 1TV .7 NORTH 61-2r IQI-r,1N � 11 L 1 I�1_1p i iLJ 1.fS 311 51 L1e b'-81l �N 3iN � 'r 1'-4" 1'-4N ""211 2'-ION 2'-61t 12'-4" I OAK TREADS WITH PAINTED RISERS. Q Wf2OMWT IRON GUARD, , BLOOD HANDRAIL. and WALL MOUNTED WOOD HANDRAIL TO CDOe _ I Ck Bat 213 ---------- ------------------- 01 V -A _2 I 4" x 4- CLA-P031TE I �' ;� Bedroom NEWEL POSTS WHERE i _ - _ 2I4 N o. 4 Clos t 2n sNOtw M In .SMOKE 201 211 36" HIGH COATED WIRE j d1 DETECT. �`f in C'1 sl R SOMIT ABOVE "� SMOKE GABLE GUARP WITH W N WEM - 'I'-9' AS DETECT. I HANDSTAINRAIL WOOD _ HANDRAIL I - I 2- 111 _...._ 1 N0 f t- - - y -- FRAM GEILINCz OVER B a I co ny I�A4JD3 ' M Tub - 1'-'1' ASF. x 60' nF 212 21-61- 2'_611 Master 213 Closet = - Bedroom -- --- -- --- -- 2127 LINE OF FIREPLACE I .9 - ---VL 209BELOW ^Iv - CA - _ 3'-9" 3'-8" 215 — — -- — — — — - Y _------ 5 treads a S' _ ---- -- plus 1114"nemlri 1 fiLEDW.•BA STrLE"DOORS ---- ----- ---- _--- -------_--- ' -- 1 3 f?sOOF BELOW STAIR ABOVE m h _ ------------ ---- ---- ------ __ - -- -- -- HERE --- ------- ``l 9 n SEE DETAIL 4' 5'-0" 411 --- I I E 1 r I c E --IT 2� - -- INW1 DN IbR I iiiiiI i ,1 , . a ter - m "T 32 i-102 2 -3 sr+o►c nco ' , i i i i ` �� i - 1 11 ----- ---- flE1-ECT. BathLn ;> N ----- ---- -- - — — — Kin D; n - ---- - - Stair - -- - I , I - M No 3 Hall ---__ ---__ -- 12Ev1S1=D: 23 July 2ZH9 j SHOUJIFIR 205 201 ----- ----- 22m c Changs stair wall construction and details 208 32° ----- ----- '- ; to-u z;ue I ,g n 7:z m 14 CHaree attfc stair construction and details 1 = til DETECT. "~__ ! ,- " ----- --- - ---- -- --I 3 r 3 st1 Change G1' mnevj vanaar to brick `� cxEeN$tza - ui 203 202 Laundry Room I ;� The Fieber Group 202 Ir Ir — — — — — — — 47 Elm Street ar,o�cF H New Canaan, Connecticut 06480 F DETECT. -- -- --- D• 361/ HIGH WROUGHT IRON — 4 0 _ = GUARD WITW WooD - r i•, _ �1 M�SI DED - -- -- --- ft------f HANDRAIL TO r1ATCH STAIR ALONG WELL OPENING 0 PROJECT: Z. nPROVIDE PAN and DRAIN Bedroom g, SE=AT 14ERE AS RE,=IWD KRFGER RESIDENCE _ - No. 2 -------- ;� Bath C, — _ _ I - _ _ - 1085Bay Shore Road — — 206 203 204 204 205 . IAfk Southold, New York a W I/A3JD 1 I I RODF BELOW SEE DETAILS 1 i4" 4" 5111 :J 1 1p ii LLf DRAWING TOLE: SECOND FLOOR PLAN I IL/ DATE: 21 June 2019 CID 3'-4" 21'-011IS'-b" 14'-81. •. i F '��S � As Noted 631-6" fid,` Ic�'�«_' ... :. fiO,oR° 47 5 �� oFES,t � • . .. m n 4 � Q 1 SECOND FLOOR PLAN A1m3 SCALE.: 1/4" = 11-0" r03 Dwg.No. A I a V 4'-9" 3'-9" 4'-9N 2`-ImN NORTH � o 0 _bll 13f-6n Z'-4 " 2'-4 " 2'-41" L'-411 411 15'-Is 51-3 " 3'-IOil `4N 51" �iL 3'-1011 5i11 5 N 11 61_8111 - FLAT C.IFILING 11 11 • � e4e�r� OUTSIDE FACE OF PERIMETER WALL BELOW i -- ------------T-------------- --- I ROOF EDGE --------------- _ __ .... _ .._ . ---------- ----- I ..... I 1 1......... { rT'.'.......':----:-::::::._.: - I ^—_--- •----- -- ------ ------ -- — 1 1 1 1.':Y::::LI_ �.:::.�::::::::::'�._._._'—'.'...':::::::: :........, , 1 I E 1 1 1 — CID t t....... .......... ::::::::::.......1:._.. :::.............. .:: ::..I 1 1 1 1 1 :.•._..:•. .::............... 1 1 1 I J 1 .................... ..r:: : , 1 ... ... --------- . -_... . . ----------- ------------------- ----- ----- 1, 31 ,_.:... FLAT ROOF BELOW T _f._'..:..::::::.:::::::::::,:a'._._::::'� Non-Habitable ..:. .: :.... :.:..:. ....... DORMER FJOF8 ABOVE gtSEE DORMER DETAIL 2/A4. 6 CE/Gp Space.J :. :': =! ILLI I:::.:'::..t....:::: . t ..... ' { �4 1fA 1 :..... -----.':.'::::... U ---1 :t::::::::._:: " I ---------------^-------------- ------------------------------- — 1 :.� t7 .D o I 1 ...:.:.1......... . 1 ♦........:.:::.:.i':::.':....i 10 U_ --�---- I :::._{------ ' NOTE: BOX IN DIlCTU10f 1 � 1 � 1 I::••::::•,.•:._::::. , 1 .:--� - --._._.T-.:�.�:.-:1 AND I`7ECNANICAL EQUIPMENT _ 1 1 da LINE OF ROOF .-::: :::•J. :::-::. --- ---1 --- --::•:_-��::-::::: :r:-:.:.::::I - :. ::.,'.:._._:::I tI1HEIE RI=QUIRED __-- ' 1 I-... •I-:'::-..: ----\-'i'.�- ' EXTENT OF FLAT C-41 .fi 3 1 .'. ._........ ---- 1 , 1 EXTENT OF FLAT t.:.. :::::t.._,.. ---- --- _ �i.........1 r T I. L `-_:. t ::::.t: ::::I CEILING .. . . 1 CEILIT G - _._. :I lyl { 1 r:::. :.fir::....• t - -- _____ - i / 1 ``♦ / / 1 \`\ •ow .��. ...............----------------- --------------- . ...... 1.:.._.r....�.:: U-7 :::::::::::::::_ -------------------------------- --- / ♦ ------- --------) ---------V. .-------- ...... I t .......... ....:.':... — _ ' I REVISED; 23 July 2kD19 .............. _ CI'wa chi veneer to brick ROOF BELOW 1....:::.'�.............................LY.':::5 .___...:.:.�_{.........., j L ------------ OF FLAT--**-*.. ..: :: . I' :.:�.....CEILING::.......7 IP 10 L-- ----- 1:'.-:::::.�..:.:LINE OF AREA WITH:,:.: . :.:.::. ----1 I II 1....'.'..., {•----••-.i:•::.:1 -b OR GREATER:-:---::-:.::.........J::::::::.:, :HEADROOM I'. :._:::,.. .•._. ::.:.:. .7.......... :.: .....:..... The Fie er Group .....: :: ::::._I...... . , ' I•.•:::.'....1. -:: ..........i----....., ; 47 Elm Street ' I .:_::--I - SWOWN (4 LQGATI,: 515:;: ;;.':-...----� I L:':::-'--"---.'::::.:_.::_::: t New Canaan, Connecticut 06480 ....... ... ..{:::::::::.. ............... ._ .:f '--:::::._}-------- ---------••-• ::-,---.... ::...---I t I 21_4 a 61.4 a 21_4 a 2--41" PROJECT: :: :r =_::: : KREGER RESIDENCE :::...._,............ ........ .::::.7 J a .....:............:.::.... ::.':.'--...........-----........-r..... 2 -Imp ::::::::. ..:. :.1:. .: :. :::::::::::::::J::::::_:a , 1 N •:•::i'::._................. . . ..�.......i•.�.:�::::::::.�::: ::::•:•.'-"-'----a 4 9 5--s-, 41-911 4 ..: i-------'-'-............:.•-•--r:.:.,..':::.:..........�:......:'::'::'::'::.1 1085 Bay Shore Road I: :::: :.:: .: :......:::::• South-iold New York ..................... 1:. , L--------- --------J 1 (n ' N LII 2 DRAWING TITLE: 5'-3,I-¢" 19'-10+111 51_11 F ATTIC and ROOF PLAN I3'-6" O DATEi N F NEL}; 21 June 2019 "t ,7 31�Ffl; SCALE: c= r As Noted ATTIC and ROOF PLAN SCALE- 1/4" t I'-0" p'�OFEss1ON•. ATTIC AREA NOTES ATTIC AREA WITH 5'-0" OR GREATER HEADROOM 1.114 Square rest (TOP OF FLOOR JOISTS TO UNDER6IDE OF RAFTERS) r ATTIC AREA WITH 1'-6" OR GREATER HEADROOM 492 Square root { (TOE' OF FLOOR JOISTS TO UNDEfRgfDE OF RAFTERS (45.9% Pf total) OR STRUCTURAL ROOF TIES) � No. • - UOTED Cn_mpLy WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF 21 ( �BY: SOUTHOLD TOM ZBA G C-7--PARTvAENT AT TO 4 PM FOR THE 21llriJL I77 "IONS: ✓ TWO REQUIRED SOUTHOLD TOM TRUSTEES DEC!"RED CGNCRETE ,/_ — I.Y.S. c. -o! - FRP,11,11ING t PLIJI,,rP;1110 4. FNI.A.L - CONISTIRUCTIOc,11 MUST "MrCAL M"SK-MON FtEQU1ftC1-% cO1,1,PI-FT- FOR C�O- X-1, (,,011STRUCTION SH1,111- MEET THE Nr IA OF TIME CODES OF NrIA, 1� -I YORK IsTATE. NOT FOR I,j OR, CONSTRUICTION ERROFRS- ilrl(OATION ON/LF-4D CONTENT BEFORE 'P -T-10ATE OF OCCUPANCY r -,"), DER USED IN WA TE R E0� ii � ENC E-17-4 k. s .u.� ,. r-1 -in `�Ijl"PL)"SYSTEM r -7ANNJT KR -� c jif ki AJ EXCEED 21410 OF 1% LEAD. I PLUMBING ALL P LU D,"B; V,'Y('77: 7 0 P,I I k,%!ATER RUNOFF &WATER Li FUR%S`j/',ir,.!T TO C11-11APTER 236 TESTINk- BEFC-1:: GOVERiNG 1085 Bay Shore Road Sout �old, New York- OF T H E T 0'�'V'N CODE. 14.31 ,t- r1UJJ I tit�QUIRED 1)-0 NOT PiMCI-21)VATH Blower door FRAMING UN7-SURVEY and ductwork DRAWING INDEX: "'OF FOUNDATION LOCATION HAS BEEN APPROVED. testing required. Al .01 FOUNDATION PLAN Must provide Manuals A1 .02 FIRST FLOOR PLAN D, J and S as per A 1 .03 SECOND FLOOR PLAN NYS Energy Code Al -04 ATTIC and ROOF PLAN A1 .05 FIRST FLOOR FRAMING PLAN A1 .06 SECOND FLOOR FRAMING PLAN A1 .077. ATTIC FLOOR FRAMING PLAN A1 .08 ATTIC CEILING FRAMING PLAN A1 .09 ROOF FRAMING PLAN A/- f SOUTH ELEVATION and NORTH ELEVATION A2.02' WEST ELEVATION and EAST ELEVATION REVISED: 23 July 2019 Add Interior elevations and details to index A3.01 BUILDING SECTIONS A4.01 STUDY WALL SECTION and LIVING ROOM WALL SECTION A4.02 FRONT EHTRY SECTION, COLUMN DETAIL, and PORTICO FOUNDATION SECTION The Fieber Group 47 Elm Street A4.03 SCREENED PORCH WALL SECTION, LIVING ROOM FOUNDATION SECTION,, and SCREENED PORCH FOUNDATION SECTION New Canaan, Connecticut 06480 A4.04 DINING AREA WALL SECTION and KITCHEN WALL SECTION PROJECT: A-4.05 MUD ROOM WALL SECTION,, TYPICAL EAVE DETAIL,, and WINDOW BOX DETAIL KREGER RESIDENCE A4.06 MUD ROOM ENTRY ROOF DETAIL and DORMER DETAIL 1085 Bay Shore Road A5.01 WINDOW SCHEDULE, DOOR SCHEDULE,, and FINISH SCHEDULE Southold, New York A6.01 INTERIOR MOULDING PROFILES A6.02 ENTRY HALL ELEVATIONS A6.03 STUDY ELEVATIONS, MUD ROOM ELEVATIONS,, and POWDER ROOM ELEVTTONS A-6.04 DINING AREA ELEVATIONS and LIVING ROOM ELEVATIONS A6.05 SCREENED PORCH ELEVATIONS and STAIR HALL ELEVATIONS AGF NEW N. DEeq 10 A6.06 BEDROOM No. 2 ELEVATION, BATH No. 3 ELEVATION,, 13EDROOM No. 4 ELEVATION,, and MASTER BEDROOM ELEVATIONS I'Ni s,n A6.07 ENTRY HALL PANELING SECTION,, CEILING EDGE DETAIL,, HEAD TRIM DETAIL, and STAIR HALL WAINSCOT PANELING SECTION ysF 0*ARoFE07 NPS L1 .01 FIRST FLOOR LIGHTING PLAN DATE: LL02 SECOND FLOOR LIGHTING PLAN 21 Ami 2019 L1 .03 'ATTIC LIGHTING PLAN ..........11 TF =LOCA77ONOFSOUTHOLD TDAW TRUSTEES FLAGS 2 PLACED ON 03_12 19 EXISTING RESIDENCE TO BE DEMOLISHED LU _J zPROPOSED NO DISTURBANCE BUFFER,-+2.575 SF U_ . FFE: 89 GFA-.1840 S.F. (TOBEESTABL,'SHEDOtIERAEXISTINGVEGETATION) 0 C/) cr YCL (1) z EXISTING PROPANE TANK TO0 < =PROPOSED NO DISTURBANCE BUFFER:t 980 SF co (TO BE ESTABLISHED OVER A REVEGETA TED AREA) BE RELOCATED z < 887`14'47"E Z, 0�< UJI PROPOSED NO TURF ZONE: 7200 SF PROPOSED 4 BEDROOM RESIDENCE CLEAN OUT TO GRADE AT Cif CD UJ i:::, �:I 72.86' 2 STORY STRUCTURE SET ON CRAWL SPACE S?8047'40,, ACE OF BL cri >: 0 NIS E DG wl 60 92' of -jl< 0 FFE: 9.0 GFA: 1876 S.F. ; z - I ; =REVEGFTATEAREA OF EXISTING NO 0 _J _!0 -Of 71F,-- LL z < 0-5922"E I 0,'STURBANCE BUFFER, 102 SF C) Q TF EXISTING NO-DISTURBANCE BUFFFR TP < of < TO BE COVENANTFO) TEST HOLE LOCATION Z'LLJI() >-I o!a_I0 b�LL ................. 10 _J z U) < < _J TF < ui a- a_ w Ll"IT OF CL�ARI�.'G GRAD;tIG GROLIV) LL > 0 0 KEY MAP ILL wl TUR�ANCEP-ROPOSEOPPOJECL�','ITINC, Z) LLI cf) co t FENICE WVIRE-BACK SILT FE%CE) mIU >- w 01 *21 .5 YARDS OF CLEAN FILL REQUIRED FOR SEPTIC SYSTEM (]�TD , - D� . -- (TO BE IMPORTED FROM AN APPROVED UPLAND SOURCE) 'N' Q�,U) U) olz TF IV UJ Z) w z W W,0 U) < >` / ' - �� ,�'� - --8'0 x 2' DRY WELL FOR POOL BACKWASH oi> > oicl COAST,' BNRRER > m1w1w 0 IL w w1w DEC EXISTING COVERAGE RESOURCE LINE 0- PROPOSED DRAINAGE 0) m -6-07-60 -PRC PFRI.',�IJENT,-NIGH POO[%NCE 7 REQUIRED UPLAND COVERAGE:5,652 SO=T.(20la' OF 23.260) PRC m Ln 0) LLI I (4) 8'0 x TDRY WELLS 2; R i A c� UPLAND AREA�28.260 SOFT, (:TED (6 C6,<I HOUSE. DECK.&STOOP WISTEPS 2,408 SQ-FT, 0 b 1 0 10 1 C),;0, z� ACPAD GARAGE&STOOP I/IlSTEPS 900 SO.FT " o , -7- PROPOSED ALTERNATIVE 11 SO.FT. \ / 3.319SOFT. 4 BEDROOM SYSTEM 0� J 0 O1250 GALLON SEPTIC TANK 3.319128,260 11.7,,. 01 opo St:�6 LU �y - / "' � /y% pp, 10' 0 x 2.5 LIQUID DEPTH p DEC PROPOSED COVERAGE ComW/ 6- 2' DEEP LEACHING POOLS < RE( _)UIRED UPLAND COVERAGE, 5,6352 SO,17T.(20-,OF 28 260) w/ 3- 2' DEEP EXPANSION POOLS ( L CD UPLAND AREA =282(jO SOFT. 70RVEIRLY OF PROPOSED UNDERGROUND 1 0 (D '7 .0 0-) HOUSE.PORCH 1.952 Sr?FT _y�y C�ECESARE (D 7 C: POOL. TROUGI-18 SPA i40 SOFT , / LP TANK w/ GAS LINE TO BLDG rf) POOL TE 61 �O 410LE TERRACE600 SO.FT. I'd', GARAGE&STOOP b1:•; TSPS .900SO.FT Co., / /is, - PROPOSED TH x 2'VV x 81 < z 0 , Q) LIJ C AC. GL-k POOL EQ,11'1' PADS 119 SO.FT. 2 N./Oi'F 0 �7,-J CONCRETE DEADMAN FOR < i I SO.FT. EXISTING DRY GARAGE -TOWN OFSOUTHOLD FF El 1 m Cz 0 C Go 4.311128.260 15,2��. VACANT -BUOYANCY PROVISIONS ANTI 0 1 1/2 STORY STRUCTURE C� SET ON SLAB SEE S-2 FOR DETAILS Lr ct Lli C? q3 • 00 E FFE: 7.3 GFA:887 S.F. EF; LP --100' 'VVETLAND SETBACK 00 0 < (_5 ,, 1, ! �� %'�' %� ,DRive;: . EXISTING WATERLINE & METER �� , / ;L-' --- ;`t 0 A V1, TO BE RELOCATED J/ 03J EXISTING OVERHEAD ELECTRICAL LINES C� TO BE REMOVED e I,t + — ,_ .' - ___--_ _- -C-7 C-1 I 7� 7-Z 16732- 0 HS S BAY EXISTING SEPTIC TO BE REMOVED AS PER PROPOSED DRAINAGE i / - NN (1)8'0 x 2' DEEP \SCDHS REGULATIONS NO 7, DRY WELL SANITARY SITE PLAN EL 00 PROPOSED BURIED ELECTRIC LINE- SCALE= 1:30 SAN,)'LDA%l sr.1 1 PROPOSED WATER METER I�S�ANDY SILT ALTERNIATi\'F S"STEIvi: H SRAl"EL & WATER LINE 5-2'DEEP LEACHING POOLS SIJ 3-2'DEEP EXPANSION POOLS 36 PROVIDE CROSS OVER F!PF-S BET%ti'EEN POOLS NIXED SAND%NITH C,\ST IRON COVER B"ABOVE THE BOTTO A'OF POOL GRAVEL UJ Rk- E 10 GRACE TYPICAL 2-C SID SHED F R E EV 7 ?iI DRAINAGE ANALYSIS Project: Kreger Residence Date: 03.19.18 vVATER IN MIXED SANDVVITI TOP OF ILOOL El_�7 1 GRAVEL w 0 1 Area in Runoff Adjusted Event LF Required LP Provided G�0\S, Z < I F• SLOPL LEACH'\ 3- 0 3 2 FLD ,z 4'. � SID (8'0 42.2) (% 100) Sq. Ft.. 2/12 Sq.Ft. Coeff. Zone � , -3�--- BOTTO,,'� -)F POOL E L FI 3.n Main House 1890.0 1 .0 1890.0 315.0 7.5 9 (°o120) z! __J _11IGHE S�l EXPE C 1 E D r f) ui GVV2.0 TEST HOLE Garage 887.0 1 .0 887.0 147.8 3.5 5 14 2) NOSCALE 0 ALL PIPE 10 EE\'�,N!MLIV !'C, BYSHAVVNI BARRON 1.1 S.09,18.17 2:11 PH 0 >_ TEST FOLE PERFORLIED CLASS 2;-'. BACKFILL 3'SURROL;NDI.NC=SYSTEM PROFILE %MTH CLEAN SAND AND GR-NEL ly-0 -1^'C EEP SEPTIC TANK < D < 12`0 C--,Ll ONS-2 5'LICUlD DEPT_ :_RTICAL SCALE-;17" 1-0" 0 Lo 00 SURVEYORS, C:) ALL SITE DATA SUPPLIED BY PECONIC SLJRVL RYSOILS SOU THOLD, NY C3.20.18 REVISED 03.24.19 V_ FINISHED GRADE.EL 9.0 SCTI%1#1000-53-03-13.1 19�9 DATUM/.91 ACRES(AREA TO TIE LINF) -PO[YESTER STP GALVANIZED D-RING 3 UPLAND AREA 28.250 FT' SHACKLE(2 LOCATIONS} EYE LETS(2_OC,�JlC E' 3ILE LOAD GALVANIZED TURN BUCKLE(2 LOCAPONISr-." 30LM LB SAFENORKING LOAD A PREDICTED SiCIRM SLI GE: ELEVAT ION 5 0 H x 2'W x 81 CO\Cl-,E 7_,�_ EADNlAN.-EITHER 91 2 1 S, E A D t. BOTT OF TANK U7 TANK IANI DRAWN BY: KM ELEVATION 3 5 -- 2` DATE: 03.14.18 CONCRETE DEADMAl� SCALE: AS NOTEDI P ENATION 2 C' GALVANIZED EYE BOLT%v I ri LAT kNASHER TOP& BOT Tr-)',i (4 LOCATIDNS� SHEET i C OF 5UILCI ,�%G DEADMAN ANTI-BUOYANCY DESIGN ! c�� NOT To SCALE-CALCULATIONS SU13%,11TITED ON SEPARATE SHEET OF- SHEET W 4., TF =LOCATION OF SOUTHOLD TOWN TRUSTEES FLAGS Y Y Y Y Y Y YID] PLACED ON 03.12'19" w EXISTING RESIDENCE TO BE DEMOLISHED U_=PROPOSED NO DISTURBANCE BUFFER:f 2,575 SF FFE: 8.9 G FA:1840 S.F. (TO BE ESTABLISHED OVER A EXISTING VEGETATION) n_ co z CR _EXISTING PROPANE TANK TO .r, ~` "` 00 =PROPOSED NO DISTURBANCE BUFFER,_980 SF (TO BE ESTABLISHED OVER A REVEGETA TED AREA) BE RELOCATED o f o a S87°14'47'E o ¢ W PROPOSED 4 BEDROOM RESIDENCE _CLEAN OUT TQ GRADE AT Q 0 o 0 =PROPOSED NO TURF ZONE,-#1200 SF 72,86' S 78 0 > W O 2 STORY STRUCTURE SET ON CRAWL SPACE--- �3�� + I a y ��, 40°� FACE OF BLDG z w J Q o FFE: 9.0 GFA: 1876 S.F. - . ~-- 92 S7 o a =REVEGETATEAREAOFEXISTINGNO \ ' t- c- rot eT,.r:cszs \-7r_� 60`59'22" Z ILLJ O F- O Q c,.ce.:•r.eDe�r: c�,-..rr..t.�.0 r t "ICALO 2 _ U I z a DISTURBANCE BUFFER;102 SF AcoNG rv, �. TF s;Jt,CRc,;i.r,E ,;::, .r HNrta(Typ) 8'�1` z w d 2 EXISTJAIG PIO DlS7UR&AhICEBUFFFR y 4 1 + - TF v w TO BE TEST HOLE LOCATION a55� \ ��r��p � ''" o a O U I- z I_--------J ( ) �a� -- q LOT 15 O J Z < Ly Cr��° \ T', LOT 14 f. `�_ i W 0. W Q ,3$ \EL\�� L i3 \ ' \ -� ' LIMIT CF CLEARING,GRADING 8 GROUND KEY MAP LL W Z) x`21.5 YARDS OF CLEAN FILL REQUIRED FOR SEPTIC SYSTEM opo � �\ f, DISTURBANCE PROPOSED PROJECTUMITING m > U) a (� � FENCE(WIRE-BACK SILT FENCE( Q' (n (. UJ ❑ Z (TO BE IMPORTED FROM AN APPROVED UPLAND SOURCE) N6 >,�� l` ` ` TF � � x 2' DRY WELL FOR POOL BACKWASH o > > D a Ly >, COASTAL 640. 0. 2- RR1ER -� ` • ' ` ` / ✓ ti I i /f` ` \ O- W w ❑ U_ W W W w• ❑ CY w Q ❑ DEC EXISTING COVERAGE RESOURCELINE , /' "` / ~ ' PROPOSED DRAINAGE 0 - - - p��/.L� PROPOSED PERMANENT 4 HIGH POOL FENCE REQUIRED UPLAND COVERAGE:5,652 SQ. T.(20%OF 28,260) �� ' 1 . �r ' ' i 1� �0 ' /� '� (4) 8'0 X 3' DRY WELLS o °' N o °' (W- / LOT i 2 ` fi; ops /" m (0 ai <- a C15 ri Q UPLAND AREA=28.260 SQ"FT. r ,/',r " / sp ' / , 0 0 0 0 0 0 0 ❑ HOUSE,DECK,&STOOP W/STEPS =2,408 SO-FT. t W / � - �o j .?"\ ' GARAGE&STOOP W/STEPS - 900SQ.FT. > > EDGE OFt.),•Lt%UtAf,cSA5 - ,- �o PROPOSED ALTERNATIVE v5TE Rn^F"V8'.r1 Tc^�::N:il tRllt '\ , r;' AC PAD = 11 SQ.FT. SaRVEYURCJ:.UFIC1J /� 4 BEDROOM SYSTEM {j) 3.319 SQ.FT. �� . /• i �, ' : r '; ; /pRo 1250 GALLON SEPTIC TANK W 3,319/28,260= 11.7% O 1 - r4, i */ J ?S op fi i / �- ` / / �r �s' - 10 0 x 2.5 LIQUID DEPTH �OVScR �./ = F.F.E. UPDATED©. .30.1 AT DEC PROPOSED COVERAGE c E� J > .� BURGER CON'STRUCTION'Sw/ 6- 2' DEEP LEACHING POOLS REQUIRED UPLAND COVERAGE:5,652 SOFT.(20%OF 28,260) k' LP 1 NY, .f' D,� REQUEST w/ 3-2' DEEP EXPANSION POOLS ' - _ GFA UPLAND AREA=28.260 SQ.FT. i j ... - ------- -- ---- ` ' PROPOSED UNDERGROUND LAND NOW FOR FORLAERLY OF y 8 k EXISTING.EDGE O�CLEARING(TYP.�____._-_ _ l D1� I ��' L LP TANK W/ GAS LINE TO BLDG P� ANTHONY DECESARE ' ' p HOUSE,PORCH = 1.952 SQ.FT. vacANr ' T', \ ! TEST �6 _',.�, r4n --�`- ------ -- -- �- POOL, TROUGH&SPA = 740 SO.FT. i POOL TERRACE = 600 SO.FT J`" HOLE �, ?�>. c-� Z ` GARAGE&STOOP lh//STEPS = 900 SQ.FT. I t``v r Dtv �� TS` �?' � -p'` n Q I PROPOSED 1'H X 2'W X 8'L L � �; E f . . f p AC, GEN,POOL EQUIP.PADS = 119SQ.FT. `r _ i- SRA - I 1` ;/ T / f b h °�F ----- ----- CONCRETE DEADMAN FOP, 4,311 SQ.FT. EXISTING DRY GARAGE __ 'G . : �a.� T�Wr � _____. F EL•7 , I, �_ ,_ OUT+tOtD ,? F ' 0 0 VACANT ! U) �_ C: 4,311/28.260- 15.2% 1 1/2 STORY STRUCTURE - �`� -_>f .. " �, . ( 1 /� ANT!-BUOYANCY PROVISIONS sJJ'i,' = `� �' ,� SEE S-2 FOR DETAILS b�J o .• SET ON SLAB `'� I =�s�, LP / I Lo d o 1Dw 00 oD FFE: 7.3 GFA:887 S.F. '� LP DP �-100' WETLAND SETBACK /f,/ EP LP �' \ O r . `- - ;C3 U 1 EXISTING WATERLINE & METER 0 LIT �`�'$o-oc) _ PALE \ TO BE RELOCATED 'FATE I. - -� STEn T EXISTING OVERHEAD ELECTRICAL LINES s TO BE REMOVED • it - t =- -79 o(•�,,,1at�}'� `r� _�Y_ T %f / - '-`3 - \ l` .. _,,.,�". >_,.t'x�G\� `Cw 167.32' .opSVAORE EXISTING SEPTIC TO BE '"� !{ PROPOSED DRAINAGE � -�.._.,..---1..-.--.._'-----\,� -REMOVED AS PER (1)8'0 x 2' DEEP \ SCDHS REGULATIONS DRY WELL ._ ---`'"� -V44-•-v 0.0 SANlTARY SITE PLAN ��,\ EL.±8.0 PROPOSED BURIED ELECTRIC LINE----- --� ALE= 1:30 SANDYLOAM SM 1.3' SANDY SILT PROPOSED WATER METER---- -- - - ' A[IF-RN.ATIVESYSTEM: WITH.GRAVEL & WATER LINE 6- DEEP LEACHING POOLS SM 3• DEEP EXPANSION POOLS 3.6' PROVIDE CROSS OVER PIPES BETWEEN POOLS 1 MIXED SAND WITH. UJ 1 � LEAN OUT CAST IRON COVER ASOVE THE BOTTOM OF POOL °- GRAVEL l ! 1 ---'---_- - T-` 13 L G.bY.EL.2.0 SP 11.1 ,,GRN.DE Tl7 GRADE TI'F4CAt � � HIGH HIGHEST g �y FINISHED FLR.ELEV.-94 T- EXPECTED _ DRAINAGE ANALYSIS Project: Kreger Residence Date: 03.q!9.1 pd R E g CI P:r ° WATER IN MIXED r_ SAND WITH I E '.6 `\ -r=- E 6.2TOP OF FOOL EL 7.1 , -- GRAVEL UJ Q z Area in Runoff Adjusted Event LF Required LP Provided ;:FT= OP= % 1250 GA'__C":ST Wald 1/8"rFT SLOPE ` LEACHING POOL --.3-_; -4 Q ` 10,0 X 2.E 1-D �xf o e. r a N \_.'1 E g, -3'- BOTTOM OF POOL EL.4.5 � SP >- Zone Sq.Ft. C�aeff. Sq. Ft.. 2/12 (8 0 / 42.2) (/0 100) EL i5 � 1z.o' Main House 1890.0 1,0 1890.0 315.0 7.5 9 (%120) N (HIGHEST EXPECTED TEST HOLE o- p Garage 887.0 1.0 887.0 147.8 3.5 5 (%142) \ IGW2.0 = NO SCALE w 0 -1 ALL PIPE TO BE`f'N L'U''4`0I BY SHAWN BARRON M.S.09.18.17 2:11 PIA Q CLASS 2400 SE'R'ER PPE \____.-- BACKFILL T SURROUNDING SYSTEM TEST POLE PERFORMED Q 13. PROFILE -WITH CLEAN SAND AND GRAVEL ,,--10'0 x 4.6'LEEP SEPTIC TANKm Q / 1250 GALLONS-2.5'LIQUID DEPTH VERTICAL SCALE:,'_.,"= 1-0" Lo C7) O ALL SITE DATA SUPPLIED BY PECONIC SURVEYORS, RY SOILS SOUTHOLD,NY 03.20.18 REVISED 03.24.19 t t ' `- FINISHED GRADE.EL.9.0 W SCTMt�1000 53 03-13 1 s 1988 DATUM/.91 ACRES AREA TOT IE LINE) '.NR GALVANIZED D-RING OR %j,//�//�/j> � \/j,�// OLYESTER STRAP W, ._ _ -. -.... ._ ..._.. ___.._.. _ .._.._._. UPLAND ARCA 28 250 FTZ SHACKLE(2 LOCATIONS) j�j\�j\�j\ \/�\�i`1:.: ` EYELETS(2 LOCATIONS) 5,000 LB ALLOWABLE TENSILE LOAD /j�/jam///j' /✓��< :'� °7 GALVANIZED TURN BUCKLE(2 LOCATIONSY--\ \\�\�1 - - - -- - F•cr:otfiu.-.l' _. �\ �\� ////i ;�:i )e•x c ocev 3000 LB SAFE WORKING LOAD \..; '\\\�\�\\ /\j\�j\ ::>:; cx--------_-- SATURATED SOILS STOPcFROREND F)U, \\u\�� \` : ;ir:r: e.n cR gTRucT,�r:C ,, -SLATE OR Gr HER ,.1... . PREDICTED STORM SURGE %��j / ///,;:, i SU,TABI F.COVER ELEVATI[Ot 15.0 , 'H x 2'W x 8'L CONCRETELIP _ - DEADMAN-EITHER SIDE " ,I! r DRAWN BY: KM BOTT OF TANK OF TANK(991.2 LBS PER DEADMAN) NTER:0F•. _;,,,„ - _. _.- _. ELEVATION 3.5 DATE:f " ' f 0 1 r I 3. 4.18 CONCRETE DEADMA ° GROU;vD'✓\TATER .. WASTE.L NE ' `. .• GALVANIZED 4"EYE BOLT w/ ELEVATION 2.0 '`' SCALE" AS NOTED FLAT WASHER TOP 8 BOTTOM ., SHEET (4 LOCATIONS) CLEANOUT AT FACE OF BUILDING DEADMAN ANTI BUOYANCY DESIGN NOT TO SCALE-CALCULATIONS SUBMITTED ON SEPARATE SHEET OF 1 SHEET All 11 lAl_nll 1 ' 15'-011 30'-6° NORTH 5'-8 " -ll_-ill 6'-3111 / I_A 1 11 ll'-1011 10" CAST-IN-PLACE CONCRETE FOUNDATION WALL WITH 4" LEDGE ON 20" x 10" CONCRETE FOOTING WHERE SHOWN - SEE DETAIL N Q I 14" CAST-IN-PLACE CONCRETE 2'-2" - FOUNDATION WALL ON I 24" x 10" CONCRETE FOOTING 10" 10" ALONG HERE -SEE DETAIL 1011 411 1011 Q 4" 611 10" CAST-IN-PLACE CONCRETE 4" 611 Cf) 4" 61' FOUNDATION WALL WITH 6" CURB ON 20" x 10" CONCRETE FOOTING _ - ALONG HERE -SEE DETAIL 0 - ----------------------- ----------- 1 *R7 I I - L— --------- ------ ------- ----------------------- -- --- -- ----- ------------------------------------------- e FOUNDATION NOTES ------- ----------- 7 7777 77/7 77777777 7777 ---- ------ L _____ ________ ______---_ , r__ i ----- ----------------------- -- ------ ---- ---------- --------- -------- I. All sections and details shall be considered typical and apply for all same and I = similar conditions, unless otherwise specifically noted. 2. All footings shall rest on undisturbed soil om minimum bealring capacity of 2 tons I I i i i i per square foot. Footings shall be a minimum of 42" below grade. Alt , i i i 3. Backfill with approved material. Backfilling under the slalb and around piers shall be I , C., I I I done in lagers, not to exceed 12". compaction shall be 95% of maximum densit at F_ i ; Unexcavated i i optimum moisture content. Do not backffill walls until they are laterally supported. +�, 4. Excavation shall be protected from frost in cold weather. ' i i 411 CONCRETE SLAB 1 1 o,WiTH 6-6 x 10/10 W.WM. I I 5. Remove all water from excavation prior to placement of concrete. 2/A4.03 I I I ON COMPACTED FILL I i 6. Concrete material" Fc = 3,000 si at 28 days for all concrete. py I/A403 -1. Air entrain a I I concrete for foundation walls exposed to weather. Calcium chloride shall not be used. I I I LINE OF FIREPLACE I I I 1 r L--- ----i HEARTH ABOVE r -- I i 8. Grout and rub all exposed surfaces of foundation walls within 48 hours ofp our. 4" DIAMETER 1/411 STEEL 1 I i I 9. Concrete work shall be in accordance with AGI 301-84 and ACI 318-83 COLUMNS ON 40 x eo X 12„ I , _ r- J 1 CONCRETE FOOTING WITH IP1 r l ` c0 5 EA. No. 5 REBAR NO./SO. I 4” DIAMETER 11411 STEEL ' 10. Reinforcing steel : ASTM A615 Grade 60 9 EA.No. 5 REBAR EAJWE. i i COLUMNS ON 40" x -12" x 12" 0 1 1 ��` 0 i 0 11. Maximum slump: 4" for slabs and E 1" for all other concrete. in I i CONCRETE FOOLING WITH FIREPLACE FOOTING 1 ` I ' 12. Floor slab to receive steel trowel finish. Apply curia compound immediate) after troweling. 5 EA. No. 5 REBAR NOJSO. - - --- AS SHOWN: I I 1011 . r = pp y g p y g" _ S EA. No. 5 REBAR EAALE. _ 1 cA F 11 11 11 1 11 6" PROJECTION ; , � I i � 13. i rovide 1/2 diameter anchor bolts with 3 x 3 washers � 6 -0 o.c. Minimum of two bolts per 1I� IiI 1Ii , r plG te section with one bolt located not more than 12 and not less than 31' from each end (NIT 12" DEPTH `' of plate section. Minimum embedment of " into concrete foundation wall. 4 4- - EACH WAY L -�i i 4 No. 4 KEBABS 6 12O.C. i------- FOUNDATION OPENING NOTES cla -4 I I I I IIlkI in i i i i i i i ALIGN TOP OF FIREPLACE i i CRAWL SPACE A 1,418 SQ. FT. I FOUNDATION WITH TOP OF 11 i 11 10" 411 = J SCREENED PORCH 4 16 ►fl FLOOD OPENING AREA REQUIRED: 1,478 SQ. INCHES FOUNDAtIONAS SHOWN I i Cone square inch of opening per square foot of area ' = r_______J 10" CAST-IN-PLACE CONCRETE I , _ or 3 ea. 16" x 8" smart vents) C14 _ ;' FOUNDATION WALL ON CONTINUOUS I J=90 _ I OPENING AREA PROVIDED: 1000 SQ.FT. CHIS AREA UNEXCAVATED 2011x 10 CONCRETE FOOTING I I _ - (�= smt.rt vents certified for 200 square feet each) 4" CONCRETE SLAB WITH WHERE SHOWN i x 6-6 x 10/10 W.W.M. ON 6" a GRANULAR BASE r (P I I I 1 Crawl - -- - 0 i i i i 1411 CAST-IN-PLACI= CONCRETE —~ Space i FOUNDATION WALL WITH 4 LEDGE L-------- I `Q REVISED: 26 September 2019 1 I I I ON 2411 x 10" CONCRETE FOOTING 1,41a SQUARE FEET i � p nll� I L___J i ALONG HER: -S?== DETAIL i`�\ I 2" CONCRETE RAT SLAB -------- i Revise columns and footings as per _ _ ----------------- -------------------- I , 1 r ---- --- I Structural Engineer ---- - i 1 36" x 2211FLOOR HATCH 4i L----x-__-J = i ABOVE. SEE FIRST FLOOR -- ------------ -J_4 - r--- ----1 PLAN FOR LOCATION i i----- ------------(2)"SMART VENTS" Lrt----- - ---i 16"x 8"EACH 0 r i I i i 4" DIAMETER 11411 STEEL i I - - - 1 - COLUMNS ON 4011 x 40" x 12" I � The Fieber Group CONCRETE FOOTING WITH I 5 EA. No. 5 REBAR EACH WAY I i = 1011 1011 I 47 Elm Street 10" 4" 1011 I I L--- I I _ J WHERE SHOWN i 1 ' I X New Canaan, Connecticut 06480 -,N i i 8" x 16" SMART VENTS I ;� in _I I I WHERE SHOWN I , I 110'. 0 X+_ I 4 I I ' PROJECT: , _ •tt Kl -------------------------------- cv I I 0 � I KREGER RESIDENCE a ' ----- ---------- I 11 I 1085 Bay Shore Road I 2„ , 7j-a„ Southold, New York l I L_ _________ ___� J , 0 --------------- -----� e ------ — I -- L - ---------------- ---------- ---- - _j "SMART VENT" A _ I J— — L — --- ----- -- -- —�J 0 THIS AREA UNEXCAVATED 411 CONCRETE SLAB WITH 6-6 x 10/10 W.W.M. ON 6" GRANULAR BASE DRAWING TITLE: 14" CAST-IN-PLACE CONCRETE FIRST FLOOR PLAN FOUNDATION WALL WITH 411 LEDGE ON 24" x 10" CONCRETE FOOTING V-411 1011 1011 1011 10 ll WHERE SHOWN -SEE DETA'L 411 11-4311 11_4311 8111 -11_811 i'-4711 -11-2x11 -V-2a" "31-0111 1 II 4 4 49 -54 DATE: OF NEV+/ ko 21 June 2019 DE I 111 I Ill L)y SCALE: '�t. "•"1�, �� r As Noted LU 3'-4" 21'-0" 18'-6" 14 -811 .".1j z (031401, OpROFE SS��P� FOUNDATION PLAN d Q SCALE: 114" . i'-011 Ig.N.- Al 001 45'-6" 15'-0" 30'-611 p 103 104 • • • -1_611 5'-911 15'-311 9'-511 1 f0 ••��hh NORTH 51.11 26'-111 18'-0211 511 141-1" 5211 -11_011 �1_m11 I 211 5211 5'-I,1 3211 5211 It I 14'-2211 V-211 3'-37'1 /_1_4411 -1111 JLi Y It7 4 ILLS 4'-10" 4'-10" I 1 -3 32" 52 I 11 m � 0 9 _ r-i n ---- 7— -------j'`j--------- —TI ----- -------------- ------ ----- — I I I I I I I r-11 - I Ii i I I Ij >ll r t ' I I -' i S1NK DIV. ; ----- ---- ----- ------ -------- N ' r ------------ --------i-------1 ---------- I I I I I ( I Kitchen LINE OF SECOND iA SEE KITCHEN LAYOUT , FLOOR ABOVE ; ; Screened - by OTHER 108 I I Porch - II I ' ----------------------1 I I --1N 111 I I D i n i n ---- ------ ------------------------------- -- -- LAIN OF CHIMNEY bF Ig ---- ------ ------------------- -------------- -- B VE EE — re a 116 I I =1N i SECOND FLOOR PLAN i i I/A4 03 EXTERIOR SHOWER 0 ' i I I e Living 2'-2" -1011 3' ENCLOSURE - SEE EXTERIOR ELEVATIONS ISLAND/SEATIt�s I I -------------------- Room e NIP, - TABLE 110 11/211 STONE TREADS and i I t _ __ 12 LANDING AS SHOWN _ CEILING (ROOF ABOVE) I n Y.L . 3111 j 3'-V" 2 2 4'-1011 31_GII 31_GII �� BEAMS }p 5 treads 9" I I -' ABOVE = N m - r F -jail ----- — --- ------ ----_ ------- — --- — I II I_ 11 3'--ja11 3'- 1_ 11 1_ 11 plus 11/4" nosing I r-- r==�l ��i I �� I I N I -10 1 10 4 J 4 2 5 2 5 1 i----- ----- ------------------ ------- - u •1 M lil W - --- I`==�I lIl I I N N ------ ----------- I 1Q N I = N I I __--_-__--- J 110 WINE I I N WC. i o 115 FMI la STORACsE - N td c SINK ' _ - --_ _ ---- - W -------- N -------- lit- 01 — - - - O ---- it Il i I I IN E Cq n4 ; -------------------------mI 6 -011 Pdr; 112 104 ---- ----- - 6-- ----- -- -- ---- 111 Il II f ---- ----- — -' --- ----------- ------------- ------ I — — — B ---- _ _ _ ---- ------- _U U Lp COAT HOOKS ------------ C4 13Me c0 REVISED: 23 July 2019 _____ _____ mMud Rm Relocate Hall (104) ® i ----- ----- °� _0= I -I'_-I''� 61_411 -1211 �; Add Mechanical Room (105) SMOKE/CO l ----- ----- I -`_� �0 Change stair construction and details DETECT. I - --- ----- - 40 Move closet to below stair c�ice' z1 ` \\ 61.2 i EL Change Living Room (110) coffer beams to ON BENCH CIJBB1Es---0 _--- � \ , i LINE OF WELL - --- ----- OPENING ABOVE -- - - --- OAK TREADS WITH A1�1 41" x 30" FIREBOX WITH PAINTED RISERS. I 1 10� WROUGHT IRON GUARD 0 r 13 x 13 FLUE (PROVIDE and WOOD HANDRAIL AIR ASO�RQORMEBDUSTION p FLOOR HERE TO IN TO CODE t' The Fle er Group m 611 STONE VENEER _ 47 Elm Street ------ GLASS PANELS Entry Hall � $ - New Canaan Connecticut 06480 SEE INTE�IOR i 41" x 30" FIREBOX WITH ' I _ � 13" x 13" FLUE (PROVIDE Q' ELEVATIONS =1N 102EXTERIOR M l m a I AIR AS REQUIRED)STION MARBLE SURROUND AND PROJECT: N ' Stud '13" x 20" FLUSH HEARTH m y I STONE ---- 103 L KREGER RESIDENCE -IN 1085 Bay Shore Road 10 " Portico 10 " 101 I N _- a vA301 Southold, New York I �- ---------------------- -- �11V'I Ill I ----------------- --------- -- ----- -------i I I I dl�' C1 _ ____ _______J 8111 11.4311 -13 '1.411 N 3'-4" 32n I 1 101-511 � m DRAWING TITLE: 3 N Q 52" 9'-32" -I'-32" 2'-12" y1_Q11 2'-12" I FIRST FLOOR PLAN 3111 I 12'-311 5211 5211 I I Illy" STONE TREADS and LANDING 14" x 14" SITE BUILT COLUMNS AS SHOWN - SEE DETAILS -1'-211 ,_2311 5'-11,511 5'-111T111 p1_�111 p1_5�11 SAF L L J "F •J DATE: N E tni y 21 June 2019 F A 101 C 14'-5211 12'-6211 C") ��. t �� AsNoted Lo UJ 21'-0" 0 •�, 63'-611 AR�FES P FIRST FLOOR PLAN A102 SCALE: 1/4" = 1'-011 Dwg.No. C L 9'-54" 111 1_ 111 1 �� 61_2111 IS'-2111 5 11 lJ W OFtN 52 6 22 13 -1 2 2 3211 V-4 211 I 6'-811 911 3211 3211 1021. 2'-10n 2'-62" 12 -411 5211 2'-1011 6'-02" 52" 3111 L OAK TREADS WITH I I Q 4 PAINTED RISERS. WROUGHT IRON GUARD, WOOD HANDRAIL and WALL MOUNTED WOOD HANDRAIL TO CODE _ 8 I _ - Q ; Bat 213 ----------------- ----------------- N 20S Bedroom e NEWEL wE COMPOSITE No. 4 Q CIOs t N 21� SHOWN N 2m1 Cq 214 cn ,�, DETECT. 201 211 ® 36" HIGH COATED WIRE j +� s�lou>ER srtol<E CABLE GUARD WITH i d► N H SOERE FFIT 9' AS E DETECT. HANDRAIL DE WOOD 2'.-1" m fu I1_-lu 51_1u J W Balcony i _ - _ 1/A4M3 FRAME CEILING OVER �N TUB - �'-�f" A.S.F. 32"x60'TUBw1rH 212 2'-62" 2'-62" Master sR��° Closet _ 213 ; r N - Bedroom LINE of FIREPLACE -- --- -- --- z10 --- ---- - -- ----- BELOW •-1N - - 209 0 _ 3 r _ 216 -- �,, N 1 I 13 —IN r---- _ _ � � , 1— O N 2M 210 — —J l_j J N 13 N I N c 3'-9" 3'-8" 215 — �v ------- 5 treads a g" ; _104 `s STAIR ABOVE plus 1114" nosing c sLIDING"BA- STYLE"DOORS -------- —� c�1 - ROOF BELOW 11 1 ----- 40 ------------ ----------------- ------------ 0 - SEE DETAIL 4„ Al 51-0 4 HERE f I I I I I - 1/A4.06 218 •� � 5 -8 � ® DN I&R, C14- SMOKE/Co -15/S”f i i i I I i I Ma ter 4 V) DETECT. Bath �n N ----- ---- K Stair al M Redrc)c)rn ----- ----- 219 212 i m _ No. 3 Hall -- �, a .N rn 11� ----- ----- REVISED: 23 July 2019 t- ___-- ----- SHOUER G - 205 201 22m , 6' I `_� Change stair well construction and details 8 �0 2m8 31" ----- ----- w~+Iw PgOu TUB Change attic stair construction and details 1 2 Q i 36"*'12" I , g Ln LsrrOKP = 2, 3111 ------- ------ IT ;� Change chimney veneer to brick - DETECT. ' ---- ------- 6►- - 3'-I" 4'-1111 - 2 ---- ----- fl QUEEN SIZE BED - kv 2m2 Laundry ' Room -� The Fieber Group allr-9° 32" ® 2m2 _ — _ — — — 47 Elm Street artioKE — H New Canaan, Connecticut 06480 DETECT. -- -- ------ W. D. 36" HIGH WROUGHT IRON o ,=iN GUARD WITH WOOD ^IN �,, m QUEEN sl BED - -- -- ----- ------ ------- V) HANDRAIL TO MATCH STAIR _ ALONG WELL OPENIi i PROJECT: CN We PROVIDE PAN and DRAiN 0 N Bedroom j alp J SEAT HERE AS REQUIRED KREGER RESIDENCE _ No. 2 Bath a N H 1085Bay Shore Road Southold, New York 203 204 204 205 0 a� I/A3.01 ^IN 1Q ROOF BELOW 32 3'-3211 31_3211 3211 SEE DETAILS 1 31" 5'_1111 L 61_ 1 5'-5 111 till '7 'i JL DRAWING TITLE: 52 131.5" I 32 2" SECOND FLOOR PLAN 3111 11 51-5111 5111 2 2 2 3'-1" 5211 2'-1" 14'-5" I V-011 5211 I 1 3'-8 11 \ J F NEVI 1 DATE: G G G H J H ` �•D� OA'f 21 June 2019 31_411 S. 2-1'-011 18'-611 141_8" 1.i� a I {� � SCALE: As Noted Uu 63'-611 ► f AR�FESS\� tt tt SECOND FLOOR PLAN ' A1.03 SCALE: 1/4" = I'-0" Dwg.No. 45'-6" 2�'-011 4'_911 31_p11 41_911 011 � 13'-ro" 13'-611 2'-41T-- 2'-4j" �! 21_41_41V0RT- 2 411 15'-1011 -4 4 3'-1011 5111 5 11 3'-1011 5111 � 11111 5�" 3 8'-8"t - FLAT CEILING 32 ow 5 �q 4 N OUTSIDE FACE OF PERIMETER WALL BELOW ------------------T-------------- --- - 1 ROOF EDGE r ---------------- ---------- ------� I I r t':::::: N .:.::.'..:.'.::.'..:.�'.:':. :::: :::::::''':'' ' -- ------' ' ' 01 ...::::: ::...l'.:'::.:'.::':.':::.'::':.':.'::'::'::.:i.........I I I - J- ......... ...._.............,... ,.,�., - .....................••.••• -,-........................... .........I I I _1 1. I.........j:::::::::: ::.::�.�::::::.'::. ....... ::::::::. I•.::•.: ::.i•::::.•:::::•:::.•::::::::: ::. r::. ::.•.•:. I r .: I I , 1 I i i i till Cl) I I'.:'.'.: :::ll' ........ !::::... I I I I \♦\ i' •::..11:.1.::.:.•.•::.•.•:. .'.':.':.':. :::.•:.::.;t.:.•::.•::.•.' .•:.'.'.'.•::.:.....:. :.:.:.:.:.'I ..........I:1 ............... L........ ' ........ .��.,. . .. x \ I . .............. I -------------------------- 11•'::.::::......::•::::::.L'.•..'..•.••.,. . .•.•::.• ...... , II'•..'':::::.:::::::::.:.T:, i/A4 03LAT ROOF BELOW. F, _ ' ':::::, Non-Habitable DORMER ROOFS ABOVE I.•.•.'.�:.':.i•:::.'. :.•.•.•::z ..::::.:.'r.:::.:.'.':.I SEE DORMER DETAIL 2/A4.06 ---- a r:' ':::.::: :.:.;......... Space I.'.•.•::::::I•:::::..•..'.:.'.•.':.• r:::::.:'.:•.I z ......:. Z Z ............::: ` --- , /.::.•::.::•:•::::r..........I DETECT. _ J �4 111 � .........1......... ':•. J.•::.•.•.'::.•.I �:::::::::i:::::::: --- --- 0 13 301 _ •••I U I:..:::..:..........LU --1 �..................... 13 I:.'.'::. .':...':.:...'. ....:77. ------------------------------------------ ' 7. 4 ' >` ------------------------J :�. ......: k...................}.......;.I nN, Kli I::::::::.I ::::::. / 1 t:::':. I 1 � � �-----'----- I::.•::.•::.•.I::.•:.•::.•. -- '- - -I •:.•.:•:.•.•`�•:::•::•::::::•:•::l•::::::.•::I NOTE: BOX IN DUCTWORK I t :::::::I _ I , ,.....::::.L:•:.'.•:::. I :...�..........:,..::::::::1 AND MECHANICAL EQUIPMENT 1 1 LINE OF ROOF :.'..::::.I:::.'::::. 1--- - i:: :::::::::i:::. ::::I iA �a I 1 I:....:.::.t.::. r.:• I •... :[f:::.i:::::::::I WHERE REQUIRED - __ i ABOVE I:.'::..'.::.t::..'..::./ 4...:.t::::::::.I ---- 1 I:.....:. .t:.: :.... 1 ::: �':t...... .' EXTENT OF FLAT 1 EXTENT OF FLAT I::.•.•..'.•::!:.�.•%::. --- --- .::.,,t.........1 ! I I.... ....,..�!':::. I CEILING 0 = I CEILING I'.':::.'::.;';...... --i ..::. ::., 5111 ........... ......... ............ ........ .............. ......... -------- ..... ..... _ .................... ..................... .. ....................... . I'.'.'.'.'.'.': . ......................... I ♦ I 1 1 , I I.::':. ::..................... :.:':.'.'.'.':.'.'.'.'.':.':.•.'.'.'... I I'.'..'.'. ::'.: :::::::::.'.': I I I I I I 1 I ...I.'::.' :::::::.:�L':::.�.�:::::::::: .....I:::.....'.:' I �::::!. t•::::.�::.; L- REVISED: 23 Jul 2019 �4 {..:. .:::.::: :::. :. :::::.......... !. : I , I 1 til I I:::. ::::!.•.•.':.•.•......:.�.�::::::::::.. I �- --___l_ ----__ -_J I = Change chimnee veneer to brick ROOF BELOW .... ........................J. ::. .....:::::::::::::::::{..:.:::::., -- - --- ---� --- - - g -y 1 I:::::::r.. I to I t.•::::::::!.•.•.•::EXTENT OF FLAT•:::::::: '•:•:•:::•::•:I 1 I.'.'.•.•:.�::!:.':•:CEILING:•: :•:•:::�r:�:�:�:�:�:�:�:�:�:�:•::•::•:;�:•::•:�:i:::.•::::•., I ------------------------------- ------------ _____ ______-- ------- r.':.'.':::::I ...........•::1:•:::.1 -6 OR GREATER:•:::•: ::•:::•:::•:r.•.•.•.•::•.�., HEADROOM:}::::::: ......:::::::::::::::!.:.:. :::.I .'.'.'::.'::::.:. I.'.' :'.•.':.'.'.'::.•.•.:'::.•:::::::::'::::.:�:� , The F i eb er Group I.::::::::�..;.:.30 x 42 A CESS::•^; ;:'......::: :L.'.:.:...., I'.:: �..;::.HATCHES WH=RE:':: ::::::::: 47 Elm Street ; 1.:..'..sHOWN (4 LcicatloNs) :;:;;::::.:,:::::::::, .I.;'.':.'........................L•::::. :.:: . . I New Canaan, Connecticut 06480 I ::.I.':.:.':::........................• .....t:. ::. :::::.: :.:::t'.' I I 111 11 111 111 — r :.., .. ........:......... ::: .- .... r -1011 5 5� 3'-1011 5� :::I I 1::::::::. :::.'.':::::::.':.':.'.'.'�.......... I ::..{.........., I 111 1_ 111 _ 111 111 PROJECT: •::.':::::::::::.'.'.'.'.':'::::.'::f::.:':.�.':., I 2'-4 2 4 2 4 2'-4 ::..:I..'.'..'.'.'.':.....................r:::::.: :::...:.'.'...:::::::.. ...;....1.........:::..::.. .......... r....:::::....:..'::::::.:.... I I ...:..:.a::..'...'...:.:.: r....::..:. I .. . ::::r....:::::.::::::::::::::::::.r:::.::::: I I:':'::'............................ , e ;..: r:::.....::'::'::::::;::::::::;:::::::::::;:� KREGER RESIDENCE r..::::::::::.:....::::::::::.... I'..:.::...I' ......::...:::::::::::.':•r::.::::::....:..'.'.'......:::::'.•.•.'. .. I I 111 I':.::.'::...':...'.'..:::::::::.:. r....:...:.i 4'-9" 3'-9" 4'-911 2 104 I'. f: ::;::::::::::::::•:•:•:•:::':':•:•:;:;: ::: ::::F:'::':':'::•:'::I ; 1085 Ba Shore Road I' ::......:::......:.::::::':::':'t..':.'.:::::::::::::.::.::::::�:::..:::.' ; Southold, New York 1443011 I :.1.............................t.'.':.'.'.'::.'::::::.':.'.'.':.':.'.'.':.'L•..'..'.':.'.'.'I ' I:': ::::.:.1.•:::.:: ::::::. :. ........ ..: ::..:.:.::::.: L:i rr:r:rr:r:rrc: r:'ra ............... , L-------------- --------------J I _ - I ^IN I I 311111 2 51-3 " 151-1011 DRAWING TITLE: ATTIC and ROOF PLAN 131-611 13'-611 O 21'-0" 18'-6" O NEW ), DATE, o 21 June 2019 0 4 `+ S �C SCALE: As Noted � � Z Q ATTIC and ROOF PLAN A_O4 -J=� SCALE: 1/4" = 1'-0" OAROF \U P ATTIC AREA NOTES ATTIC AREA WITH 5'-011 OR GREATER HEADROOM 1,114 Square feet (TOP OF FLOOR JOISTS TO UNDERSIDE OF RAFTERS) ATTIC AREA WITH I'-611 OR GREATER HEADROOM 492 Square feet (TOP OF FLOOR JOISTS TO UNDERSIDE OF RAFTERS (45.990 of total) OR STRUCTURAL ROOF TIES) Dwg.No. NORTH Ilya" TJI/360 FLOOR JOISTS Ilya" TJI/360 FLOOR JOISTS m 16" O.C. (OVER) I m 16" O.G. (OVER) _______ ______________________________ ______ N 3: Ul =3 111/e" TJI/360 FLOOR JOISTS ------ U_ I m 16" O.G. (OVER) -------- ----------1------------------- --L---� } -------- ----------+--------------------------- - _ -------- ------------------------------ --C--- '�' --I-------- x x _ ------- ------------------------------ ------ _ (3) I3/4n x I18" LVL.(FLUSH) ^ 3: ---- DOUBLE FLOOR JOISTS N BENEATH KITCHEN ISLAND u ABOVE HERE TYPICAL STEEL COLUMNS 4" DIAMETER 1/4" ON I II 40" x 40" x 12" CONCRETE = FOOTING WITH 5 EA.No. 5 (3) 13/4" x Ilya" LVL. x I� REBAR EACH WAY (FLUSH) X4 (3) 13/4" x Ilya" LVL. (FLUSH) —(3) 13/4" x 111/9" LVL. (FLUSH) (3) 13/4" x 111/a" LVL.(FLUSH) ♦ — — —0 — — — — — -_-- N ii I } I 111/9" TJI/360 FLOOR JOISTS m 16" O.C. (OVER) 111/9" TJI/360 FLOOR JOISTS x -S 16" O.G. (OVER) (2) 13/4" x 111/a" LVL. (FLUSH) i ------------ (2) P/" x Ilya" LVL. (FLUSH) (2) 13/4" x 111/a" LVL. (FLUSH) r� I X \'r m V' 10/e" TJI/360 FLOOR JOISTS �^ m 16" O.C. (OVER) REVISED: 26 September 2019 yMiscellaneous revisions per Structural Engineer 3 The Fieber Group _ 47 Elm Street New Canaan, Connecticut 06480 PROJECT: KREGER RESIDENCE 1085 Bay Shore Road FIRST FLOOR FRAMING P LAN Southold, New York SCALE: 1/4" = 1'-0" FLOOR FRAMING NOTES 1. All sections and details shall be considered typical and apply for all same and similar conditions, unless otherwise specifically noted. 2. All framing lumber shall be clearly marked with a grade stamp. DRAWING TITLE: 3. Lumber material: Douglas Fir Larch No. 2 FIRST FLOOR FRAMING PLAN 4. Typical exterior wall header over window and door openings shall be (2) 13/4" x 11 -1/8" L.V.L. unless otherwise noted on the plans or as required bg the Building Code. 5. Typical interior wall header over doors and other openings shall be (2) 13/4" x i1 -1/8" L.V.L. unless otherwise noted on the plans. 6. Provide double floor Joists beneath partitions above running parallel to floor Joists above. -i. Provide 5 1/2" x 5 1/2" / 3 1/2" x 3 1/2" PSL column beneath beam and header bearing points where noted on the Framing Plans. NEVA 8. All L.V.L. to be i-9E with Fb equal to or greater than 2600 psi. Each ply + 1 3/4". CUoQ� 21 June 2019 9. All P.S.L. to be 2.0E as manufactued bg Trusjolst Macmillan or equal. + N SCALE: 10. Use Hangers at all flush framing conditions. All connectors to be by Simpson Strong-Tie ;� t j As Noted or approved equal, ,LP Z� 11. All Joists and LVL beams to rest on a minimum of 3 1/2" of bearing or flush framed with 07 hangers where required. AkOFES 12. All multiple L.V.L. beams to be fastened together with 1/2" diameter bolts 6 24" o.c. staggered top and bottom. Locate bolts 2" from top and bottom of beam. 13. Timber exposed to weather or in contact with concrete to be pressure treated. 14. Minimum uniformly distributed design live loads in pounds per square feet are: Attic 30 Exterior decks 40 Guards and handrails 200 Rooms other than sleeping rooms 40 Sleeping Rooms 30 - Sta irs 40 Dg.N.- A1 ,005 LINE OF SECOND FLOOR ABOVE INSTALL 13/4" x 31/2" LVL. BLOCKING Q 16" O.G. PERPENDICULAR TO FLOOR JOISTS AS REQUIRED FOR INSTALLATION OF WOOD FLOORING 3/4" TONGUE and GROOVE NORTH ABOVE THIS AREA SHEATHING ABOVE WITH rn ri EPDM. ROOFING AND r, FLASHING AS REQUIRED. II II II r------ 17 ----n--'„'—r—r--------TI -- ------------T--T------r7----- ------- II LJ II L-J II LJ LJ I (3) 13/4" x Ilya" VL. ; ; (3) 13/4" x Ilya" LVL. I i (3) 13/4" x i11/e" LVL. _ O ' - --- ______ __-___ _ J I I I I I 1 I I I J I I - ,I I I I I I X I � I - _ 1-q Cq 1 L i ---------------------, N I j ry I o J O I> 13/4" XV/2" LVL. DECK JOISTS 6 12" O.C.(OVER) _ TAPERED FROM 91/2" TO 11/4" \� I X 61 B I I= X V 1101 (3) 13/4" x 91/2" LVL. (FLUSH) q 1 I I I I 1 I I ------- ----i Ill II II I (2) 13/4" x 91/2" LVL. (FLUSH) (3) 13/4 x Ilya LVL. (FLUSH) - L----------- P/411 n I 1241/1129 L=— X (2)P/a x ill/ LVL. (2)13/4" x Ilya" LVL. ------ --------------- ----- _ L --- NORTH 869/1138 Ilya" TJ1/360 FLOOR JOISTS A 16" O.C. (OVER) BEARING WALLS WHERE INDICATED (3) 13/4" x llye" LVL. i 10 IPJ (3) 13/4" X 11N" LVL. 1514/1666 �nd 777--V __U—-------- Q � 0 � x HT1IL _j 7 N ^ �N.. A �X U_ o } a O _ \ � mU x c\ (j M I m Ilya" TJI/360 FLOOR JOISTS 1080/462 6 Wo O.G. (OVER) I I -__._-- 1221n12 0 ----------- _ r Ilya" TJI/360 FLOOR JOISTS = --- 6 16" O.C. (OVER) ---- 1404/1448 I 0 I 1268/61ID 10I I x I 33121/1993413506/1598 _ N - --- 1221n12 3 (4) 13/4" x Ilya" LVL. (FLUSH) ------.`�--------0---- ------------ -- (2) 13/4" x Ilya" LVL. (FLUSH) N N 1 -- --- --- 3�/z" x 7" PARALLAM COLUMN -' U_ 11T/8" TJI/360 FLOOR JOISTS x 00 rl6 16" O.C. (OVER) _ I I U LL 9 O wl -- ----- ---- ----- REVISED: 26 September 2019 (2) 13/4" x Ilya" LVL. (FLUSH) m U x - - a� ----- ----- Miscellaneous revisions per Structural Engineer �v 1050/462 - ----- ------ x - ---- -----x - ----- live," TJI/360 FLOOR JOIST �+ Ilya" TJI/360 FLOOR JOISTS m 16" O.C. (OVER) :� t+ 16" O.C. (OVER) --- REVISED: 23 July 2015 1178/583 `V -----.. ---- Update base plan to correspond with _____ ------ floor plan revisions v (2) 13/4.. x 9i/z 11 LVL. ----- ----- -- �— TEMP'cRED TEMPERED The Fieber Group Ilya" TJI/360 FLOOR JOISTS 47 Elm Street Q 16" O.C. (OVER) New Canaan, Connecticut 06480 �o -r-- -- ----- ------ Q NOTE: (3)2" x 8" D . No. 2 HEADERS AT EXTERIOR UNLESS OTHERWISE NOTED PROJECT: KREGER RESIDENCE X I LU 1085Bay Shore Road Southold, New York ^ N v DRAWING TITLE: ATTIC FLOOR FRAMING PLAN ATTIC FLOOR FRAMING PLAN Alm, DATE: 21 June 2019 SCALE: 1/4" 1'-0" ��QF (�/yO SCALE: tP 4). U�� 4 As Noted J' 77 U ` . X6',0. 0 7 R�FESS1 Dg ,. NORTH ------------------T------------------ I I ----- --------- I I I I I I �_______________________ _________________________________________, I L IS-- I I I I ----------------------- r-----------T------------ , I I I I I I I I I I I I I \ � I ' / ♦ I I , \ I I I , \\ I I I ----- 1 I --–––––––––––– I I ----------- (2)2" x 8" (FLUSH) (2)2" x 8" (PLUSH) I I� I , ----- F— I I I i' 1 I � OI OI OI OI IV I I 1 I �' z z z z FZ] II '----�-----1 F -- -- ----L----I------------ ------- Z — ------ ------ ---------- _ L---- --------- — O ---------L----�---- — u.t Ul ttl Ul Wim' i i `� i UU U U U U ----_I U V I - O c0 c0 (A 03 I - O ' I 1-------1 ' cA _ co i i , � I i X �4 X x X X ' x \Q ' ' ' -------- I I -�--- C14 0 CIA C14 C4 _j (2) 2" x 811 (FLUSH) (2)211 x 8" (PLUSH) _________________________ ________ y _______________ �---------- ----------- REVISED: 26 September 2019 Miscellaneous revisions per Structural Engineer REVISED: 23 July 2019 L-----------1------------ ------___1______ Udate base plan to correspond with ' 211 x 811 CEILING JOISTS ' f oor plan revisions ' 1 g 16" O.G.(OYER) 2i , I I I --------------------------------------------------------------- ---- ------------- The I I I I I I 1 I ' The Fieber Group I I I 47 Elm Street 0111(0" O.C. (OIVER NG JOISTS New Canaan Connecticut 06480 TYPICAL FOR ALL DORMERS (4 LOCATIONS) I ; i PROJECT: NOTE: (3) 2" x 6" HEADER UNLESS NOTED OTHERW16E KREGER RESIDENCE I I I I i I I I I I 1085 Bay Shore Road I I I I I Southold, New York I I I I I ; I I I I ------------------ ------------------ DRAWING TITLE: ATTIC CEILING FRAMING PLAN ATTIC CEILING FRAMING P LAN A,�B �P� 1. p E Yo DATE: � �� p"• 21 June 2019 SCALE: 114" = 1'-011 j �� * SCALE: {fid 0 LIAs Noted 0 A�OFESS� P� Dwg.No. NORTH ------------------------------------- -------- --------- -------------------------------------, \<�P RAFTERS Q 16" O.C. 2" x 10" RAFTERS A 16" OG:12 PITCH 14:12 `-------- ------------- ------------- ----------------- ------ ------ ------- � p I I I I v � Uj I A? x 113 I - R'q U- I _ I ll +/ Q N I N I I N I Q�Ij I N I Ul _x x x x x N CL N N N N I _ Cy C2)2" x 10" (2) 2" x 10" x I I I I I N 2" x 12" RIDGE I 1 2" x 12" RIDGE FZ1r------------4i I I I I I I 1 I I 0 0 (2) 2" x I(V 0 0 (2) 2" x 10" _0 I Z O x x X X I I �Q ^� •4 ^� "�4 1 I� �I I 1 Lu \� I .�+ 2"ix 12" RIDCzI= 0 V O N REVISED: 26 September 2019 (L <� 3: i ! i i Miscellaneous revisions per Structural Engineer I" I x 0 i x I �. r OLCIA N I I -------------- I I -- -- - -- I i REVISED: 23 July 2019 0 --. Change chimney veneer to brick I I _ I I N I __-_---_- x I - I N I I I I I " I I The Fieber Group I I I I 47 Elm Street r' x a" RAFTERS 9 16" O.C. PITCH 14:12 New Canaan Connecticut 06480 TYPICAL FOR ALL DORMERS I (4 LOCATIONS) I I I I I I I I PROJECT: 2" x 10" RAFTERS m 16" O.C. 2" x 10" RAFTERS o 16" O.C. PITCH 14:12 PITCH 14:12 KREGER RESIDENCE I I � I 1085 Bay Shore Road j Southold, New York I I I I I I I I I I I I DRAWING TITLE: ROOF FRAMING PLAN F NEW Y � DEF CQ ROOF FRAMING PLAN w DATE: SCALE: 1/4" = I'-0" JF\��oCi�� 21 June 2019 SCALE: OA/rOF E As Noted A 1 009 Dwg.No. 1 TOP OF ROOF RIDGE _ _ _ _ _ _ — — 01 BRICK CHIMNEY and GAP EL.. 43.91' AS SHOWN - SELECTED by r / OWNER FIBERGLASS ROOF SHINGLES AS SELECTED by OWNER / COPPER FLASHING AS r I 0 AZEK WINDOW CASING 12 REQUIRED ' SEE DETAIL SHEET A2_02 j 14 ; 12 CONTINUOUS RIDGE VENT cA ROOF BRACKETS WHERE , 14 r' GOR-A-VENT SHOWN - SEE DETAILS / / a DORMERS SEED DETAILS TOP OF WINDOW HEAD r j' MIDPOINT BETWEEN ROUGH OPENING r r" RIDGE AND EAVES _ _ _ _ AZEK CROWN MOULDING and ' RAKE BOARD - SEE DETAILS [IFT] / r 5/4" x 4" azek SUB-RAKE F / 9 LIGHT FIXTURE AS SELECTED i' CONCEALED FLASHING ALONG by OWNER / 1111111103'-9" 3'-9" ALL ROOF TO WALL INTERSECTIONS cA / PAINTED WINDOW BOX ATTIC TOP OF SUBFLOOR r" SEE DETAIL UNDERSIDE OF JOISTS / AZEK WINDOW CASING / -__ _1 1 1 1 1 SEE DETAIL SHEET A2.02 t- TOP OF EAVE TOP OF WINDOW HEAD r 15 EL 26.25' ROUGH OPENING TOP OF "LOW" WINDOW HEAD 111ILIL JUL LL ROUGH OPENING z AZEK CROWN MOULDIN :UE.G and FASCIA - SEE DETAIL 36" HIGH COATED WIRE CABLE GUARD WITH STAIN-GRADE w HANDRAIL - SEE DETAILS - p ap N RED CEDAR SHINGLES -Kv +- p 41/2" T.W.LU I 1n L1 PAINTED BRACKETS and ROOF - SEE DETAIL 12 ---- ul SECOND FLOOR TOP OF SUBFLOOR _ 1 1 1 1 1 4114 t u TOP OF PLATE 4 I I TOP OF WINDOW HEAD -- _ 5/4" AZEK TRIM BOARDS AS SHOWN r ROUGH OPENING (SIZED AS REQUIRED) FT r. _I "FLARE SHINGLES OVER TOP OFTEFIBERGLASS INSECT SCREEN CROWN MOULDING AS SHOWN I ff IN AZEK FRAME .�Y 3 � N o AZEK CROWN MOULDING I I 1" x 2" AZEK LATTICE IN r OVER 5/4" x 8" FRIEZE BOARDL LL 12" x 12" GRID AS SHOWN (51/2" EXPOSED) ® ® V1, . > 11 1" x 6" TONGUE and GROOVE FLUSH JOINT SIDING HERE FIRST FLOOR TOP OF SUBFLOOR FIN. GRADE (VARIES) AVERAGE FIN.GRADE EL. 650' d PORTICO ROOF and SURROUND 5/4" x 8" AZEK WATERTABLE F p- AS SHOWN - SEE DETAILS WITH COPPER DRIP CAP THIN STONE VENEER and - _ >_ CAP AS SELECTED by OWNER 551411 x b" AZEK WINDOW 141 BOARDS and APRON SMART VENTS WHERE SOUTH E L E VAT I O N Az 0,, WHERE SHOWN SHOWN SCALE: 1/4" = I'-011 AZEK C�F_OLLN MOULDING 5/4" x 6"HEAD CASTING (51/211 EXPOSED) PROVIDE SIDING BLOCKS BEHIND EXTERIOR LIGHT FIXTURES WHERE WITH BEVELED CAP and FLASHING SHOWN EQUALEQUAL EQUALEQ UAL WHERE SHOWN - SEE DETAILS c� / REVISED: 23 July 2019 BRICK CHIMNEY and CAP - Change chimney veneer to brick AS HOWN - SELECTED by OWNER r r Add roofing and siding alternate notes i CONTINUOUS RIDGE VENT COPPER FLASHING AS / 12 GOR-A••VENT REQUIRED 14 0 - F15ERGLA35 ROOF SHINGLES / ' AS SELECTED by OWNER 12 ROOFING ALTERNATE ROOF BRACKEts WHERE The Fieber Group i" r ' I p ' SHOWN - S'�E DETAILS CEDAR ROOF SHINGLES a 14 '" I /." " I 47 Elm Street SHINGLE ALTERNATE / T1 _ TOP OF WINDOW HEAD New Canaan, Connecticut 06480 18" RED CEDAR R and R i ROUGH OPENING SHINGLES at 511/2" T.W. AZEK GROWN MOULDING PROJECT: and RAKE BOARD - SEE DETAILS DORMERS - SEE DETAILS I - 5/4" x 4" AZEK suB-RAKE KREGER RESIDENCE Fir, Yr CONCEALED FLASHING ALONG bl FIXTURES AS SELECTED 1085 Bay Shore Road ALL ROOF t0 WALL INTERSECTIONS �' y OWNER AZEK CROWN MOULDING - S outho l d, N ew Y ork and FASCIA - SEE DETAIL I j ATTIC TOP OF SUBFLOOR 5/4" x 6" AZEK WINDOW I I I I UNDERSIDE OF JOISTS TRIM BOARDS and APRON WHERE SHOWN / --- ---- TOP OF WINDOW HEAD 46r ROUGH OPENING 46 UL 11 1 Ll RED CEDAR SHINGLES =�N 41/211 T.W. _ :t DECORATIVE BRACKET cv SEE DETAIL PAINTED BRACKETS and r ROOF - SEE DETAIL DRAWING TITLE: 36" HIGH COATED WIRE CABLE Lj - ----------- GUARD WITH STAIN-GRADE - SOUTH ELEVATION and HANDRAIL - SEE DETAILS SECOND FLOOR TOP OF SUBFLOOR NORTH ELEVATION TOP OF PLATE - - - - - TOP OF WINDOW HEAD ROUGH OPENING FIBERGLASS INSECT SCREENTUL IN AZEK FRAME 1 5/4" AZEK TRIM BOARDS AS SHOWN ❑ ❑ ❑ ❑ ❑ ❑ ; I_� "FLARE SHINGLES OVER TOP OF O NEW DATE: (SIZED AS REQUIRED) a a GROWN MOULDING AS SHOWN N 6� 4 YOB 21 June 2019 AZEK CROWN MOULDING t— �'.: s� * SCALE: OVER 5/4" x 8" FRIEZE BOARD r_ `;I'j As Noted (51/2„ EXPOSED) I�'1 w FIN.GRADE (VARIES) I±L- YY �. FIRST FLOOR TOP OF SUEsFLOOR _ �FQAvo_ )2 v RpFES P 5/4" x 6" AZEK DOOR TRIM BOARDS WHERE SHOWN 40" x 60" CUSTOM MADE AZEK AZEK CROWN MOULDING ONSHOWER ENCyLOSURE AS 5/4" x 8" HEAD CASING (51iz" EXPOSED) NORTH E L E VAT I O N 6A22 01 SELECTED A POLE"baOWNER R APPROVED EQUAL WITH BEVELED CAP and FLASHING WHERE SHOWN - SEE DETAILS SCALE: 1/4" = 1'-0" STONE COUNTER TOP and BRACKETS AS SELECTED by OWNER Dwg.N.. A2 * 01 1 1 CONTINUOUS RIDGE VENT GOR-A-VENT FIBERGLASS ROOF SHINGLES AS SELECTED by OWNER r AZEK WINDOWf CASING SEE DETAIL THIS SHEET / PROVIDE SIDING BLOCKS BEHIND 12 EXTERIOR LIGHT FIXTURES WHERE / 112 SHOWN AZEK CROWN MOULDING / and RAKE BOARD - SEE DETAILS TOP OF WINDOW HEAD 5/4" x 4" SUB-RAKEFT ROUGH OPENING 11 _1 ® COPPER DRIP CAP AZEK CROWN MOULDING ON HEAD CASING CUT CONCEALED FLASHING ALONG 0 ALL ROOF TO WALL INTERSECTIONS 5/4" x 8" HEAD CASING (511/2" EXPOSED) ' _ FROM 5/4" x 12" AZEK WITH BEVELED CAP and FLASHING r � / WHERE SHOWN - SEE DETAILS w HEAD CASIx 8" AZEK ROOF BRACKETS WHERE FROM SHOWN - SEE DETAILS _ _ \ 21_8" 4 2'-8" ATTIC TOP OF SUBFLOOR 0 EQUAL 4. EQUAL UNDERSIDE OF JOISTS / TOP OF WINDOW HEAD TOP OF "LOW" WINDOW HEAD ROUGH OPENING ROUGH OPENING 5/4" x b" AZEK WINDOW 3/8" REVEAL 3/8" REVEAL AZEK CROWN MOULDING TRIM BOARDS and APRON and FASCIA - SEE DETAILWHERE SHOWN 5/4" x 4" AZEK WINDOW AZEK CROWN MOULDING N ' `n TRIM BOARDS and APRON OYER x 8" FRIEZE BOARD r �p WITH COPPER DRIP CAP 01/2 EXPOSED) WHERE SHOWN I I i I I I I I HIM I Ill "FLARE SHINGLES OVER TOP OF GASINCz4" A K JAMB CROWN MOULDING AS SHOWN I 411/41 SECOND FLOOR TOP OF SUBFLOOR 5/4" x xand AZEK JAMB TOP OF PLATE KITCHEN EXHAUST FAN TOP OF WINDOW HEAD Attic - South and West Elevations Master Bath - West Elevation OUTLET ROUGH OPENING PORTICO ROOF and SURROUND WINDOW CASING DETAILS IF i_L ❑ AS SHOWN - SEE DETAILS 40" x 60" CUSTOM MADE AZEK _ SCALE: I/2" = 1'-0" SHOWER ENCLOSURE AS RED CEDAR SHINGLES =�, 6' SELECTED by OWNER 1 11 L 0 a� 411/2" T.W. "WALPOLE" OR APPROVED EQUALr 5/4" x 8" AZEK WATERTABLE WITH COPPER DRIP GAP STONE COUN?ER TOP and BRACKETS o EQUAL EQUAL AS SELECTED by OWNER -Fil 11 1111 -= FIRST FLOOR TOP OF SUBFLOOR ' tt UNDERSIDE OF RAIL THIN STONE VENEER and CAP AS SELECTED by OWNER — �I D LU SMART VENTS WHERE MART I PAINTED BRACI<EtS and — ROOF - SEE DETAILSHOWN D TOP OF CAP WESTE L E VAT I O N A2 02 _ BRICK CHIMNEY and CAP AS SHOWN - SELECTED by CONTINUOUS RIDGE VENT SCALE: 1/4" = 1'-0" OWNER 3314" --- 2" x 2" AZEK BALUSTERS (PATTERN AS SHOWN) GOR-A-VENT 4" DIAMETER SPHERE TOP OF ROOF RIDGE EL. 43.91' REVISED: 23 July 2019 DECORATIVE GUARD DETAIL Change chimney veneer to brick FIBERGLASS ROOF SHINGLES �,_.1„ X1/1/ �� -1, „ SCALE: 1/2" = 1'-0" Add roofing and aiding alternate notes AS SELECTED by OWNER 8 cA 12 The FieUer Group 12 DORMERS - SEE DETAILS CONCEALED FLASHING ALONG ALL ROOF TO WALL INTERSECTIONS 47 Elm Street MIDPOINT BETWEEN / New Canaan, Connecticut 06480 RIDGE AND EAVES EL. 35.083' — — — — — — — — LIGHT FIXTURES AS SELECTED r AZEK GROWN MOULDING % - by OWNER PROJECT: and RAKE BOARD - SEE DETAILS " I 1 -� AZEK X CROWN DM CALD ra(V/ " EXPOSED) KREGER RESIDENCE 5/4 x 4 AZEK SUB-RAKE 0WHERE SHOWN LEDGFLASHINGI S E DETAILS FREE) SHINGLES C � g 4,1/ „ 1085 Bay Shore Road 2 T.W. 31-011 3 -0 31_0 Southold, New York ROOF BRACKETS WHERE ATTIC TOP OF SUBFLOOR SHOWN - SEE DETAILS - UNDERSIDE OF JOISTS TOP OF EAVE --- - TOP OF WINDOW HEAD EL. 2625' TOP OF "LOW" WINDOW HEAD _ ROUGH OPENING ROUGH OPENING AZEK CROWN MOULDING z AZEK CROWN MOULDING a and FASCIA - SE DETAIL and FASCIA - SEE DETAIL =K„ -,�., AZEK GROWN MOULDING �"'' ' r, 5 SERIEZE BOARD 5/4" x 4" AZEK WINDOW D) I1/ EXPOr DRAWING TITLE: `4 TRIM BOARDS and APRON OF WHERE SHOWN WITH COPPER DRIP CAP - 'CROWN MOULDING AS SHOFLARE SHINGLES OVER WN WEST ELEVATION and SECOND FLOOR TOP OF SUBFLOOR NORTH ELEVATION TOP OF PLATE 4 PORTICO ROOF and SURROUND AS SHOWN - SEE DETAILS ROOFING ALTEFNATE ROUGH OPENING cv CEDAR ROOF SHINGLES SHINGLE ARCH AS SHOWN DECORATIVE BRACKET I'-8" RADIUS - SEE DETAIL �F F DEE y�Q DATE: SHINGLE ALTERNATE [IF 18" RED CEDAR R and R 5/4" x 6" AZEK WINDOW _ __ `' RSO Z�ASHINGLES at 511/2" T.W. 1 CC ="v �' � �v S �(C 21 June 2019 TRIM BOARDS and APRON � 36" HIGH COATED WIRE GABLE � `` A�-,� � 1/w WHERE SHOWN GUARD WITH STAIN-GRADE HANDRAIL - SEE DETAILS 4 {.,, w SCALE: z DECORATIVE GUARD AS I a Q I 1V. - _ As Noted SHOWN - SEE DETAIL DIDIT jjT-11 I I I I III, ✓�F tie ..,.� �/ �' - FIRST FLOOR TOP OF SUBFLOOR OAR�FESS� �P FIN. GRADE (VARIES) L=L - ❑ I I I I AVERAGE FIN. GRADE Ica EL. 650' I I FIBERGLASS INSECT SCREEN 5/4" x 8" AZEK WATERTABLE i IN AZEK FRAME WITH COPPER DRIP GAP I I 1 L--------------------- 5/4" AZEK TRIM BOARDS AS SHOWN THIN STONE VENEER and (SIZED AS REQUIRED) CAP AS SELECTED b OWNER 2 y EAST ELEVATION I I __ SMART VENTS WHERE A202 I I I r -J s SHOWN I I I Dwg.No. 02 SCALE: 1/4" = I'-0" i I I L------------------------------------------1 2-11-011 13'-6' 131-1011 CONTINUOUS RIDGE VENT COR-A-VENT VENT 2" x 12" RIDGE CONTINUOUS RIDGI_ _ GOR-A-VENT 2" x 8" RAFTER TIES 2" x 12" RIDGE �+ 1611 O.C. 2" x S" RAFTER TIES 12 --- UNDERSIDE OF RAFTER TIES 12 UNDERSIDE OF RAFTER TIES 12 ---- ---- / ---- Non-Habitable a14 I I Space Non-Habitable { 0 301 Space ri I 2" x 4" STUDS 301 j 's 1611 O.G. I 2" x 4" STUDS (2) 13/411xS1/2 I. LVL. 016O.C. I I - I I ATTIC TOP OF SUBFLOOR ATTIC TOP OF SUBFLOOR i i rel =_ \\ \\ 14 �\ \\\ 12 \\ \\ \\ FIBERGLASS ROOF SHINGLES \ \\ \\ AS SELECTED by OWNER \ \ \ 15" BUILDING FELT \ \ \ \ \ \\ \\ \\ \\ FIBERGLASS ROOF SHINGLES \\ \\ \ 5/8" PLYWOOD SHEATHING \ \ \ ` AS SELECTED by OWNER \ \ \ \ \ \ \ \ \ 2 x 10 RAFTERS �+ 16 O.C. 15" BUILDING FELT\ \ \ \ \ \ \ \ \ 5/8 PLYWOOD SHEATHING \\ \\ \ (2) 2" x 6" PLATE \\ \\ \ �� \ HURRICANE CLIPS - SIMPSON \\ \\ \ MTS SERIES OR EQUAL INSTALLED \ y 2" x 10" RAFTERS m 16" O.C. 3/4 PLYWOOD TONGUE \ \ \ � PER MANUFACTURERS SPECIFICATIONS \\ \\ � \ and GROOVE PLYWOOD \\ \\ \ TOE NAIL RAFTER TO PLATE W/ 2-trod \ \ \\ C2) 2" x 6" PLATE SUBFLOOR \\ \\ \\ �� TYPICAL FOR ALL RAFTERS \ \\ \ HURRICANE CLIPS - SIMPSON \ ATTIC TOP OF SUBFLOOR \ \ — \L— TYPICAL EAVE - SEE DETAIL MTS SERIES OR EQUAL INSTALLED\\\\\\ \ PER MANUFACTURERS SPECIFICATIONS TOE NAIL RAFTER TO PLATE W/ 2-166 FACE OF WALL \ ATTIC TOP OF SUBFLOOR \\ \\ \\ TYPICAL FOR ALL RAFTERS SHEATHING X17 — TYPICAL EAVE - SEE DETAIL UNDERSIDE OF EAVE \ T TOP OF PLATE TOP OF PLATE �' \ �� \ \ \ 4" x4 \ \ COPPER CAP FLASHING OVER IV \ 5/4" x 6" - BEVELED TO 5/8" UNDERSIDE OF JOISTS \ BRACKET IS 31/2" WIDE R-50 INSULATION \ \\ \ COPPER CAP FLASHING OVER 11-1/a" TJI/360 ATTIC JOISTS \ 5/4" x 6" - BEVELED TO 5/8" Q 16" O.C. 2" x 6" TIES m 16" O.C. 5/8" GYPSUM BOARD TOP OF WINDOW HEAD ROUGH OPENING TOP OF WINDOW HEAD ROUGH OPENING I ;� 3/4" PLYWOOD TONGUE and GROOVE PLYWOOD SUBFLOOR 31/2" AZEK CROWN MOULDING OVER 31/2 AZEK CROWN MOULDING OVER 5/4" x 8" PAINTED TRIM BOARD 5/4" x 8" PAINTED TRIM BOARD 111'a" TJI/360 ATTIC JOISTS (WINDOW HEAD) W/2" EXPOSED (WINDOW HEAD) 51/2" EXPOSED 16" O.C. 2 81 R-50 INSULATION -104 CASEMENT WINDOW SEE WINDOW SCHEDULE =K1' TYPICAL ROOF BRACKET DETAIL WOOD TRIM WHERE SHOWN 5/4" x 6" AZEK WINDOW APRON SEE INTERIOR DRAWINGS _ �uv WINDOW SEAT - SEE II 1'_11„ C4 INTERIOR ELEVATIONS r- WOOD TRIM WHERE SHOWN DOUBLE HUNG WINDOW SEE INTERIOR DRAWINGS SEE WINDOW SCHEDULE --- ---- CA FIN. FLOOR I FIN.FLOOR —5/4" x 6" AZEK WINDOW APRON 3/4" PLYWOOD TONGUE ALL INSULATION TO BE SPRAY 3/4" PLYWOOD TONGUE and FOAM AS REQUIRED — and GROOVE PLYWOOD I GROOVE PLYWOOD SUBFLOOR R-20 INSULATION SUBFLOOR — 5/8" ZIP SHEATHING SECOND FLOOR TOP OF SUBFLOOR 2" x 6" SHOE SECOND FLOOR TOP OF SUBFLOOR — 2" x 6" SHOE CEDAR SHINGLE SIDING m 41/2" T.W. "FLARE SHINGLES OVER TOP OF "FLARE SHINGLES OVER TOP OF TOP OF PLATE CROWN MOULDING AS SHOWN TOP OF PLATE CROWN MOULDING AS SHOWN REVISED: 26 September 2019 AZEK CROWN MOULDING ---- AZEK CROWN MOULDING Change roof and wall sheathing to 5/8" 111'8" TJI/360 FLOOR JOISTS OVER 5/4" x 8" FRIEZE BOARD OVER 5/4" x 8" FRIEZE BOARD g 9 A 16" O.C. =,N (51/2" EXPOSED) 111'a" TJI/360 FLOOR JOISTS - (51/2" EXPOSED) Adjust window and door headers 6 16" O.G. 5/8" GYPSUM BOARD COPPER CAP FLASHING OVER 5/8" GYPSUM BOARD -- COPPER GAP FLASHING OVER 5/4" x 6" - BEVELED TO 5/8" 5/4" x Co" - BEVELED TD 5/8" REVISED: 23 July 2019 (2) 2" x 6" PLATE (2) 2" x 6" PLATE Add spray foam insulation note ALIGN TOP OF CROWN MOULDING 9 and siding ALIGN TOP OF CROWN MOULDING alternate notes = WITH TOP OF CROWN MOULDING TOP OF SLIDING DOOR ROUGH OPENING ,C,, WITH TOP OF CROWN MOULDING Add roofing TOP OF WINDOW HEAD ROUGH OPENING at SCREENED PORCH - SEE a) at SCREENED PORCH - SEE Increase all gypsum board to 5/8" • SCREENED PORCH WALL SECTION - SCREENED PORCH WALL SECTION 31/2" AZEK CROWN MOULDING OVER 31/2" AZEK CROWN MOULDING OVER 5/4" x 8" PAINTED TRIM BOARD ROOFING ALTERNATE 5/4" x 8" PAINTED TRIM BOARD (WINDOW HEAD) 51/2" EXPOSED CEDAR ROOF SHINGLES ON (WINDOW HEAD) V/2" EXPOSED I" x 4" SPACED SHEATHING. The Fieber Group CONTINUOUS 24" WIDE STRIP OF WEATHERWATCH OVER 3/4" 47 Elm Street °' TF DOUBLE HUNG WINDOW PLYWOOD AALO LL ALONG ROOF EYS DGE I AND _ITH New Canaan, Connecticut 06480 BUILT-IN CABINET - SEE SEE WINDOW SCHEDULE INTERIOR ELEVATIONS COPPER FLASHING AS REQUIRED SHINGLE ,4LTIERNX4TE PROJECT: N ' I • 5/4" x 6" AZEK WINDOW APRON IS" RED CEDAR R and R SHINGLES SLIDING GLASS DOOR r- r at 51/2" T.W. SEE DOOR SCHEDULE I T T� FIN. FLOOR I 2" x 6" STUDS 6 16" KR D.G. FIN. FLOOR EGER RESIDENCE 3/4" PLYWOOD TONGUE and 3/4" PLYWOOD TONGUE and FLASHING AS REQUIRED GROOVE PLYWOOD SUBFLOOR I R-20 INSULATION GROOVE PLYWOOD SUBFLOOR 1085 Bay Shore Road I I TREATED 2" x 6" SILL Southold, New York l0ke" TJI/360 FLOOR JOISTS I 5/8" ZIP SHEATHING 111'8" TJI/360 FLOOR JOISTS 6 16" O.G. I I a 16" O.C. 5/4" x 6" AZEK KICK BOARD R-30 INSULATION CEDAR SHINGLE SIDING 41/2" T.W. R-30 INSULATION (2)No. 4 REBAR CONTINUOUS FIRST FLOOR TOP OF SUBFLOOR 2" x 6" SHOE FIRST FLOOR TOP OF SUBFLOOR SWIMMING POOL DECK i 5/4" x 8" AZEK WATERTABLE ( 11 \ \ WITH COPPER DRIP CAP \ 11 — COPPER FLASHING and TOP OF FOUNDATION GAP STONE TOP OF FOUNDATION (2) 2" x 8" TREATED SILL II THIN STONE VENEER (2) 2" x 4" TREATED SILL 11 e�l \\// \\/j\/j\j\\/j\�j\ DRAWING TITLE: WITH SEALER INSTALL AS PER MANUFACTURERS WITH SEALER I STUDY WALL SECTION and 1/2" DIAMETER x 18" ANCHOR BOLTS I SPECIFICATIONS 1/2" DIAMETER x 18" ANCHOR BOLTS // // // // // // / 6 ro -0 (MINIMUM 2 PER PLATE) � AVERAGE FIN. GRADE LIVING ROOM WALL SECTION ' I g 6'-0" (MINIMUM 2 PER PLATE) I \ \ \ \ \ \ \ TOP OF SLAB - FIELD DETERMINE TOP OF SLAB - FIELD DETERMINE :' I J I—I —I J I= 11 I—I I I= I I—I I=III—I I-111—III Ill—ISI=1 11 I—I�I z 2" CONCRETE RAT SLAB I=I I I—I I II I' (2)No. 4 REBAR CONTINUOUS 2" CONCRETE RAT SLAB 6" (MINIMUM)GRAVEL BASE I MII' Co" (MINIMUM)GRAVEL BASE 4" 6" \\/ F DATE: NE(�/Y 21 June 2019 6 MIL POLYETHYLENE I=1 6 MIL POLYETHYLENE 10 �„ " CAST IN PLACE CONCRETE SCALE: 10 VAPOR BARRIER " 10 CAST M PLACE CONCRETE VAPOR BARRIER 10 nam FOUNDATION WALL `r FOUNDATION WALL �_ ,;0 As Noted -- w CONTINUOUS 20" x 1011 CONTINUOUS 2 " x CONCRETE FOOTING CONCRETE FOO 'I TING i 8 AR E 1 P� (2)No. 4 REBAR CONTINUOUS (2)No. 4 REBAR CONTINUOUS iN STUDY WALL SECTION LIVING ROOM WALL SECTION A401 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" Dwg.No. e 511/4" AZEK GROWN MOULDING ALUMINUM EDGE 1" x 6" AZEK RAKE BOARD (4114" EXPOSED) - I ' _ 5/4" x 4" AZEK SUB-RAKE � I FIBERGLASS ROOF SHINGLES OVER 15" BUILDING FELT ON 5/8" PLYWOOD 2" x 10" RAFTERS Q 16" O.C. 51/9 PAINTED CROWN MOULDING 1 -1 LINE OF 1" x 6" AZEK RAKE I �� i BOARD and TRIM LINE OF AZEK x ro" SU R,q{�LDING 3/4" OVER 5/4 PLYWOOD TONGUE and � 11/2" EXPOSED)(3 GROOVE PLYWOOD SUBFLOOR 2" x 6" STUDS ,8 16" O.C. 1119" TJI/360 ATTIC JOISTS FIBERGLASS ROOF SHINGLES 5/4" x 6" AZEK TRIM BOARD m 1611 O.C. I AS SELECTED by OWNER 11/4"5/8" ZIP SHEATHING NECK MOULDING R-50 INSULATION CEDAR SHINGLE SIDING 411/2" T.W. 15" BUILDING FELT ATTIC ...... 1 5/8" PLYWOOD SHEATHING 5/4" x 6" PAINTED TRIM BOARD m TOP OF SUBFLOOR RIP t0 SIZE AS REQUIRED (2) 2" x 6" PLATE 12 2" x 8" RAFTERS 10 16" O.C. 1. 5/4 x 4 AZEK TRIM BOARDS �411/at (RAILS AND STILES) „ „ 1, COPPER CAP FLASHING OVER HURRICANE CLIPS - SIMPSON 2 x 4 WOOD FRAMING TOP OF PLATE \ 5/4" x 6" - BEVELED TO 5/8" MTS SERIES OR EQUAL INSTALLED --- _ PER MANUFACTURERS SPECIFICATIONS 311/2" AZEK CROWN MOULDING OYER TOE NAIL RAFTER TO PLATE W/ 2-16d 5/4" x 8" PAINTED TRIM BOARD TYPICAL FOR ALL RAFTERS 1/2" M.D.O. PLYWOOD 1/2" PLYWOOD SHEATHING 5/8" GYPSUM BOARD (WINDOW HEAD) 511/2" EXPOSED FLAT PANEL _ 2" x 4" FRAMING 6 16" O.G. 3/4" PAINTED PANEL MOULDING TOP OF WINDOW HEAD 410 a) ROUGH OPENING I \\ \\ \\ ALUMINUM EDGE \ 14" (COLUMN WIDTH) ALL INSULATION TO BE SPRAY \\ o I FOAM AS REQUIRED DOUBLE HUNG WINDOW I ALIGN WITHK FASCIA " (TING 31 3 " SEE WINDOW SCHEDULE FRIEZE BOARD - SEE SOUTH ELEVATION I/A2.01 v 5/4" x 8" PAINTED FRIEZE BOARD 5/4" x 6" AZEK TRIM BOARD WOOD TRIM WHERE SHOWN SEE INTERIOR DRAWINGS 5/4" x 6" AZEK WINDOW APRON (2) 2" x 12 _ r CONCEALED FLASHING 3" SOLID GROWN (PAINTED) -- R-50 INSULATION I 9 t "SET UF-SIDE-II AS SHOWN FIN. FLOOR AZEK CROWN MOULDING I x 10" AZEK BASE OVER 5/4" x 6" SUB RAKE 10 — 3/4" PLYWOOD TONGUE and (311/2" EXPOSED) 4'-411 GROOVE PLYWOOD SUBFLOOR ALUMINUM EDGE 111a" TJI/360 FLOOR JOISTS Q 16" O.C. I" x 6" AZEK RAKE BOARD 14" x 14" SITE BUILT COLUMN ELEVATION SECTION and TRIM SEE DETAIL SECOND FLOOR TOP OF SUBFLOOR 2" x 6" FRAMING a 16" O.C. - TOP OF PLATE F I r i - - - -� (2) 2" x 4" PLATE COLUMN DETAIL A402 REVISED: 26 September 20M (2) 2" x 6" PLATE I I , I I 3/4" AZEK PLYWOOD PORTICO IROOF SECTION Change roof and wall sheathing to 5/8" SCALE: 3/4" = 1'-0" Adjust window and door headers AZEK CROWN MOULDING - _ 2" x 6" FRAMING 6 I6" O.G. OVER 5/4" x 8" FRIEZE BOARD (511/2" EXPOSED) I _ 77,,�, (2) 2" x 6" REVISED: 23 July 2019 Add spray foam insulation note Ii ROOFING LTF" lATE TOP OF SLIDING DOOR Add roofing and siding alternate notes 'i� I 5/4" x 6" WITH COPPER CEDAR ROOF SHINGLES ON Increase all gypsum board to 5/8" ROUGH OPENING '~ DRIP CAP 1" x 4" SPACED SHEATHING. CONTINUOUS 24"WIDE STRIP OF WEATHERWATCH OVER 3/4" 2" x 4" FRAMING tv 16" O.C. PLYWOOD ALONG ROOF EDGE AND � 11 5/4" x 6" HEAD CASING VALLEY'S. ALL VALLEYS OPEN WITH WITH 3/4" COVE MOULDING j v, 9" COPPER FLASHING AS REQUIRED 3 " 34" e F i eU er Group SHINGLE ALTERNATE 47 m 2" x 6" CEILING JOISTS 6 16" O.C. 1 1 18" RED CEDAR R and R SHINGLES New 1Canaant Connecticut 06480 1" x 6" TONGUE and GROOVE 84 at 5'1/2" T.W. CEILING (PAINTED) STAIN-GRADE HANDRAIL 14" PROFILE TO BE SELECTED PROJECT: SEE r FRONT ENTRY DOOR SE x 14" SITE BUILT COLUMN 1 3/4" x 2 3/41 SEE DOOR SCHEDULE ill DETAIL TOP RAIL (PAINTED) 2" x 2" AZEK BALUSTERS KREGER RESIDENCE R GSEE EXTERIOR ELEVATIONS PLYWOOD TONGUE and 1085 Ba Shore Road GROOVE PLYWOOD SUBFLOOR 5/4" AZEK KICK BOARD y 5/4" AZEK KICK BOARD 0 ' 2" x 12" STAIN-GRADE CAP Southold, New York 1118" TJI/360 FLOOR JOISTS - in �4 11/2" BLUESTONE FLAGGING ON BEVEL AS SHOWN Q 16" O.C. 111/2" BLUESTONE FLAGGING ON MORTAR MORTAR SETTING BED R-30 INSULATION SETTING BED FIRST FLOOR4" CONCRETE SLAB WITH 6-6 x 10/10 W.W.M. FIRST FLOOR TOP OF SUBFLOOR 4" CONCRETE SLAB WITH 6-6 x 10/10 W.W.M. ON COMPACTED FILL I 2" x 8" STUDS 16" O.C. TOP OF SUBFLOOR ON COMPACTED FILL II 5/4" x 8" AZEK WATERTABLE — — — 6" STONE VENEER — — — _ WITH COPPER DRIP CAP TOP OF FOUNDATION LC.M.U. OPPER FLASHING and.U. AS REQUIRED GAP STONE -- (2) 2" x 8" TREATED SILL �I �i THIN SCONE VENEER DRAWING TITLE: WITH SEALER II• - I FIN. GRADE (VARIES) - INSTALL AS PER MANUFACTURERS FRONT ENTRY SECTION 1/2 DIAMETER x 18�� ANCHOR BOLTS I SPECIFICATIONS _ I COLUMN DETAIL, and 6 6'-0" (MINIMUM 2 PER PLATE) — — — — — — --� AVERAGE FIN" GRADE PORTICO F TOP of SLAB JI 311 .' 1=III_III-III=III-III-111 MIRA-DRI MEMBRANE AS J CO OUNDATION SECTION FIELD DETERMINE 10 I I-I I I-I 11=1 I IE 1 I M REQUIRED - - - — -I I-I 11=1 11=1 11=1 11=1 I I I 1=1 I I I I 1=1 11=1 11=1' " III-III-111-111-1I' " .1 III-III-I -I I1=111=1' I-I I I-I 11=1 I i-11 2 x 8 TREATED SILL I-I 11=1 I I 1-1 11-1 11-1 I I I I I-I 11-I I I I I 1=1' 1-I I1=1I1=1 I'- 1/2" DIAMETER x 18" ANCHOR BOLTS 1=III=I I Mi I ;I' MIRA-DRI MEMBRANE AS 1 I 1-I I I—_I 1 ID 6'-0" (MINIMUM 2 PER PLATE) 11 I-I I I-1 REQUIRED 1011 4„ M 111 1/I I „ 11/11/11 111111' 1 (2) No. 4 REBAR CONTINUOUS � % I I I I I- r 2 8 _ 'I DATE: II 11/1 Z III— 21 June 2019 1'-2" 1011A11 1011 Y r I;INEv1 CONCRETE FOUNDATION WALL N I 10" 10" CAST IN PLACE CONCRETE '�P� -` ��'r SCALE: As Noted CONTINUOUS 24" x 10" and FOOTING AS SHOWN FOUNDATION WALL CONTINUOUS 20 x 1011 ! i CONCRETE FOOTING CONCRETE FOOTING LP (2) No. 4 REBAR CONTINUOUS � 8 ✓Fp 10 72 �'� �� (2) No. 4 REBAR GGNTINUOUS ES P� ;10 10 2'-0113_611 FRONT ENTRY SECTION PORTICO FOUNDATION SECTION A402 SCALE: 3/4" = 1'-0" SCALE: 31411 = 1'-011 Dwg.NO- � 3/4" QUARTER ROUND MOULDING at HEAD AND JAMBS � ALL INSULATION TO BE SPRAY FOAM AS REQUIRED 5/4" x 4" AZEK FRAME WITH LAP JOINT FOR FLUSH INSTALLATION OF RECTANGULAR SCREEN STOP 2" x 6" STUDS s+ 16" O.C. CONFIRM AZEK FRAME STRUCTURAL STABILITY WITH ENGINEER / R-20 INSULATION REINFORCE AS REQUIRED TREATED 2" x 6" SILL 5/8" ZIP SHEATHING FIN. FLOOR 1" x 8" SHIP-LAP SIDING 3/4" TONGUE and GROOVE 5/4" x 4" AZEK TRIM BOARD PLYWOOD SUBFLOOR FIBERGLASS INSECT SCREEN 1118" TJI/360 FLOOR JOISTS STONE FLAGGING IN MORTAR 16" O.G. SETTING BED TO MATCH R-30 INSULATION-7POOL DECK �1 FIRST FLOOR TOP OF SUBFLOOR 4" CONCRETE SLAB WITH 6-6 x 10/10 W.W.M. I� SCREENED PORCH TOP OF FLOOR SCREEN FRAME DETAIL ALIGN WITH TOP OF POOL DECK ' ii _ _ _ _ SCALE: 3" = 1'-0" TOP OF FOUNDATION I� (2) 2" x 4" TREATED SILL II WITH SEALER 1/2" DIAMETER x IS" ANCHOR BOLTS Q 6'-0" (MINIMUM 2 PER PLATE) I 6" (MINIMUM)GRAVEL BASE TOP OF SLAB - FIELD DETERMINE STAIN-GRADE WOOD CAP (2)No. 4 REBAR CONTINUOUS AS SHOWN 4" x 4" COMPOSITE POSTS I" x 6" COMPOSITE FLOOR BOARDS WITH 3/4" x 4" BASE 2" Z CONCRETE RAT SLAB F TAPERED SLEEPERS AS 4" 6" 4" _ SHOWN (TREATED) COATED WIRE CABLE GUARD 6" (MINIMUM)GRAVEL BASE SINGLE PLY EPDM MEMBRANE - U 6 MIL POLYETHYLENE ROOFING OVER 3/4 PLYWOOD 0 Q 14 CAST IN PLACE CONCRETE and TAPERED FRAMING VAPOR BARRIER 11-211-2 FOUNDATION WALL HURRICANE CLIPS - SIMPSON MTS OR EQUAL 13/4" x 911/2" LVL. DECK PER MANIUFACTTURERS ES SPEC FICATTIIONS JOISTS � 12" O.G. CONTINUOUS 24" x 10" TAPER 911/2" TO -i1�4" � CONCRETE FOOTING SECOND FLOOR TOP OF SUBFLOOR AZEK TRIM BOARD with TOP OF SUBFLOOR 3/4" COVE MOULDING (2)No. 4 REBAR CONTINUOUS � EDGE FLASHING AS REQUIRED I" x 6" AZEK FASCIA 2'-0' and TRIM UNDERSIDE OF DECK JOISTS 511/4" AZEK GROWN MOULDING �N 14 1" x 6" TONGUE and GROOVE —_ `� LIVING ROOM FOUNDATION SECTION Q 03 CEILING (STAINED) BED MOULDING (PAINTED) SCALE: 3/4" = 1'-0" 5/4" x 8" AZEK TRIM BOARDS (51/2" EXPOSED) 5/4" x 10" TRIM BOARD (13/4" EXPOSED) C3) 13/4 x 91/2 LVL. REVISED: 26 September 2019 Change exterior sheathing to 5/8" Change Screened Porch roof construction as instructed by Structural Engineer u; REVISED: 23 July 2019 > - Add spray foam Insulation note ' ROOFINC; ALTERNATE Add roofing and siding alternate notes CEDAR ROOF SHINGLES ON I" x 4" SPACED SHEATHING. CONTINUOUS 24" WIDE STRIP OF WEATHERWATGH OVER 3/4" FIBERGLASS INSECT SCREEN IN --- PLYWOOD ALONG ROOF EDGE AND 5/4" x 4" AZEK FRAME VALLEY'S. ALL VALLEYS OPEN WITH The Fieber Group COPPER FLASHING AS REQUIRED 47 Elm Street SHINGLE ALTEIRNATE New Canaan, Connecticut 06480 18" RED CEDAR R and R SHINGLES at 511/2" T.W. 5/4" x 8" AZEK FRAME at BASE PROJECT: STONE FLAGGING IN MORTAR STONE FLAGGING IN MORTAR SETTING BED TO MATCH - SETTING BED TO MATCH - POOL DECK 0 POOL DECK e KREGER RESIDENCE ctl c+l 4" CONCRETE SLAB WITH 4" CONCRETE SLAB WITH 1085 Bay Shore Road 6-6x 10/10 W.W.M. 6-6 x 10/10 W.0-1. SWIMMING POOL DECK Southold, New York FIRST FLOOR TOP OF SUBFLOOR FIRST FLOOR 70P OF SUBFLOOR SCREENED PORCH TOP OF FLOOR SCREENED PORCH TOP OF FLOOR ALIGN WITH TOP OF POOL DECK ALIGN WITH TOP OF POOL DECK TOP OF FOUNDATION THIN STONE VENEER TOP OF FOUNDATION /\/\/ INSTALL AS PER MANUFACTURERS SPECIFICATIONS AVERAGE FIN. GRADE 6" (MINIMUM)GRAVEL BASE 6" (MINIMUM) GRAVEL BASE DRAWING TITLE: (2)No. 4 REBAR CONTINUOUS — (2) No. 4 REBAR CONTINUOUS SCREENED PORCH WALL SECTION , I—III—III—III—I I1-1' LIVING ROOM FOUNDATION SECTION, and SCREENED PORCH FOUNDATION SECTION 11 I II I II I II 10 1' 411.1 Coll It =1 Z I� loll10" CAST IN PLACE CONCRETE 10" - 10" CAST IN PLACE CONCRETE FOUNDATION WALL FOUNDATION WALL DATE: ' CONTINUOUS 20" x 10" CONTINUOUS 20" x 10" 21 June 2019 CONCRETE FOOTING CONCRETE FOOTING p NEW SCALE: O�� As Noted (2) No. 4 REBAR CONTINUOUS (2) No. 4 REBAR CONTINUOUS \ tiA r US, 1. 1'-8" 1'-8" oAROFESSIO SCREENED PORCH WALL SECTION SCREENED PORCH FOUNDATION SECTION Q4 SCALE: 3/4" = 1'-0" SCALE: 3/4" Dwg.N.- A4 ,003 51/4" AZEK CROWN MOULDING ALUMINUM EDGE BRACKET IS '11/4" WI I" x 611 AZEK RAKE BOARD (41/4" EXPOSED) 1'-131/2" RADIUS I 5/4" x 4" AZEK SUB-RAKE BRACKET SECTIONS MILLED FROM SOLID MATERIAL FIBERGLASS ROOF SHINGLES I' OVER 15" BUILDING FELT ON - 5/6" PLYWOOD rn 211 x 10" RAFTERS 0 16" O.G. i 2 3/4" PLYWOOD TONGUE and GROOVE PLYWOOD SUBFLOOR I - - 11"/8" TJI/360 ATTIC JOISTS m 16" O.G. ROOFING ALTERNATE R-50 INSULATION I CEDAR ROOF SHINGLES ON _ ATTIC LOP OF SUBFLOORI 2" x b" SHOE i CONTINUOUS 24D" WIDE STRIP OF it WEATHERUJAtCH OYER 3/4" =�+ PLYWOOD ALONG ROOF EDGE AND VALLEY'S. ALL VALLEYS OPEN WITH COPPER FLASHING AS REQUIRED TOP OF PLATE VV22 (2) 2" x 6" PLATE r-6411 1 11 SHINGLE ALTERNATE 18" RED CEDAR R and R SHINGLES at 51/2 a T.W. 5/8" GYPSUM BOARD II WOOD TRIM WHERE SHOWNI BRACKET DETAIL SEE INTERIOR DRAWINGS I 2" x 611 STUDS 16'1 O.C. ALL INSULATION t0 BE SPRAY FOAM AS REQUIRED R-20 INSULATION 5/8" ZIP SHEATHING 577 �\ CEDAR SHINGLE SIDING 41/2" T.W. I 2" x 4" FRAMING g 16" O.C. 2" x 611 STUDS a 161' O.C. 2" x 6" SHOE II II R-20 INSULATION ALIGN TOP OF CROWN MOULDING R-30 INSULATION SECOND FLOOR TOP OF SUBFLOOR WITH TOP OF CROWN MOULDING at SCREENED PORCH - SEE FIN. FLOOR 5/8" ZIP SHEATHING SCREENED PORCH WALL SECTION GR PLYWOOD TONGUE and it CEDAR SHINGLE SIDING 41/2" T.W. "FLARE SHINGLES OVER LOP OF GROOVE PLYWOOD SUBFLOOR TOP OF PLATE CROWN MOULDING AS SHOWN Ill/s" TJI/360 FLOOR JOISTS 2" x 6" SHOE - Nv - Q 1611 O.C. AZEK GROWN MOULDING ALIGN TOP OF CROWN MOULDING 11i/s" TJI/360 FLOOR JOISTS OVER 5/4" x 8" FRIEZE BOARD SECOND FLOOR TOP OF SUBFLOOR I WITH TOP OF CROWN MOULDING I m 16" O.C. (51/2" EXPOSED) at SCREENED PORCH - SEE SCREENED PORCH WALL SECTION 5/8" GYPSUM BOARD I" x 6" LONGUE and GROOVE "FLARE SHINGLES OVER TOP OF (2) 2" x 6" PLATE CEILING (PAINTED) CROWN MOULDING AS SHOWN TOP OF PLATE 2 NileTOP OF WINDOW ROUGH OPENING AZEK CROWN MOULDING REVISED: 26 September 20M OVER 5/4" x 8" FRIEZE BOARD Change roof and wall sheathing to 5/8" (51/2" EXPOSED) Adjust window and door headers 31/2" AZEK CROWN MOULDING OVER 5/4" x 8" PAINTED TRIM BOARD 5/8" GYPSUM BOARD (WINDOW HEAD) 51/2" EXPOSED WITH COPPER CAP FLASHING OVER REVISED: 23 July 2019 5/4" x 6" - BEVELED t0 5/8" (2) 2" x 6" PLACE Add spray foam insulation note _ 2" x 4" FRAMING � 16" O.G. TOP OF SLIDING DOOR ROUGH OPENING u`' Add roofing and siding alternate notes 1" x 6" TONGUE and GROOVE CEILING (PAINTED) Increase all gypsum board to 5/8" 31/2" AZEK CROWN MOULDING OVER FOLDING WINDOW 5/4" x 8" PAINTED TRIM BOARD - SEE WINDOW SCHEDULE (WINDOW HEAD) 51/2" EXPOSED WITH KITCHEN CABINETS and COPPER CAP FLASHING OVER COUNTERTOP AS PER OTHER 5/4AZEK APRON - RIPPED t0 SIZE 5/4 x 6 - BEVELED TO 5/8 " The Fieber Group in STONE COUNTERTOP AS 47 Elm Street SELECTED by OWNER r INSTALL SOLiD WALL BLOCKING AS New Canaan, Connecticut 06480 _ REQUIRED FOR COUNTERTOP C INSTALLATION I :,x PROJECT: SLIDING GLASS DOOR I SEE DOOR SCHEDULE I (UNDISTINAS GUISHED)SHE SQUIRED FIN.FLOOR ; KREGER RESIDENCE FLASHING AS REQUIRED PLYWOOD TONGUE and i 1085 Bay Shore Road GROOVE PLYWOOD SUBFLOOR CREATED 2 x 6 SILL I I Southold New York 11"/8" TJI/360 FLOOR JOISTS I ✓ 2" x 6" TREATED SILL 41 16" O.C. 5/4" x 6" AZEK KICK BOARD I ✓ I WITH SEALER R-30 INSULATION (2)No. 4 REBAR CONTINUOUS L (2)No. 4 REBAR CONTINUOUS FIRST FLOOR TOP OF SUBFLOOR FIRST FLOOR TOP OF SUBFLOOR SWIMMING POOL DECK SWIMMING POOL DECK �I I II II � II TOP OF FOUNDATION II //\//\//\//\//\//\/� TOP OF FOUNDATION �1 \ (2) 2" X 4" TREATED SILL 11 \/ /\/\/\/\/\/\/ (2) 2" x 4" TREATED `JILL II I j' \ DRAWING TITLE: WITH SEALER WITH SEALER \/\\/\\�`�/\\/\\� DINING AREA WALL SECTION 16 6 DIAMETER0" (MIN MUM 211 PANCHOR ER PLATE)BOLTS I \//\//\//\/\///\/�/ 16 6-O DIAMETER (MIN MUM 211 ANCHOR PER PLATE) I /X/X � � \ \ \ \ \ \ _ \/\/ \� and KITCHEN WALL SECTION TOP OF SLAB - FIELD DETERMINE \// / / / /%\/ TOP OF SLAB - FIELD DETERMINE \ //\ \//\ \/ rL 2" CONCRETE RAT SLAB \�/ 2" CONCRETE RAT SLAB \\�/ z 6" (MINIMUM) GRAVEL BASE 411 6" \/ Y 611 (MINIMUM)GRAVEL BASE 411 6" \/ C4 DATE: 6 MIL POLYETHYLENE 6 MIL POLYETHYLENE 21 June 2019 VAPOR BARRIER o NEV/ VAPOR BARRIER 10" 10" CAST IN PLACE CONCRETE 1011 FOUNDATION WALL10" CAST IN PLACE CO �. CES 0, SCALE: FOUNDATION WALL r ted CONTINUOUS 20" x 10" CONTINUOUS 20" x 1011 o /r As No s CONCRETE FOOTING CONCRETE FOOTING (2) No. 4 REBAR CONTINUOUS (2) No. 4 REBAR Oo�°Y 0 Rp 1'-8" DINING AREA WALL SECTION A404 KITCHEN WALL SECTION A04 SCALE: 3/411 = I'-011 SCALE: 3/411 = 1'-0" Dwg.No. 1 1 1 1 \\ 1 \ 12 FIBERGLASS SLES SELECTED by OWNER 12 AS \ \ a 15" BUILDING FELT 5/8" PLYWOOD SHEATHING 12 \\ \\ \\ 2" x 10" RAFTERS 6 16" O.C. \\ �VARIES -SEE WALL SECTIONS \\ \\ \\ (2) 2" x 6" RAFTER SHOE \\ \ \ \ SET BACK 'ilio" FROM OUTSIDE \ \ \\ \\ \\ FACE OF FRAMING \\ \\ LINE OF 5114" CROWN MOULDING \ \ \ \ \ (ALONG ROOF RAKE) \\ \\ \\ HURRICANE CLIPS - SIMPSON \\ \\ \ \ \ MTS SERIES OR EQUAL INSTALLED \ \ \ \\ \\ \\ PER MANUFACTURERS SPECIFICATIONS \\ \\ \\ C4NXPOSED BOARD \ \ \ TOE NAIL RAFTER TO PLATE W/ 2-16d \ \ \ \\ \\ \\ \ TYPICAL FOR ALL RAFTERS \\ \\ \\ \ \ \10 \ \ \ LINE OF 5/4" x 4" SUB RAKE ' ��TTIG TOP OF SUBFLOOR \\ \\ � \\ \\ \\ FIBERGLASS ROOF SHINGLES TYPICAL EAVE - SEE DETAIL \\\ \\ \\ AS SELECTED by OWNER \ \ I\\ \ \\ \ 15" BUILDING FELT TOP OF PLATE \ \ \\ \\ - 5/8" PLYWOOD SHEATHING \ 2" x 10" RAFTERS e 16" O.G. 3/4" PLYWOOD TONGUE and \\ \ GROOVE PLYWOOD SUBFLOOR ALIGN BOTTOM OF FASCIA WITH BOTTOM \ \ \ OF FASCIA at LIVING ROOM WALL SECTION \ INV TJI/360 ATTIC JOISTS I \\ \ \\ 6161, O.C. �� _ (2) 2 x 6 PLATE \ \ HURRICANE CLIPS SIMPSON \ \ MTS SERIES OR EQUAL INSTALLED R-50 INSULATION \ \ \ PER MANUFACTURERS SPECIFICATIONS \ \\ \\ TOE NAIL RAFTER TO PLATE W/ 2-16d TYPICAL FOR ALL RAFTERS --- \\ \\ \\ 5/4" x 6" AZEK FRIEZE BOARD \ \ \ I RIPPED TO SIZE - ALIGN ALL INSULATION t0 BE SPRAY \ \ \ WITH INTERSECTING SUB-RAKE FOAM AS REQUIRED \\ \\ \\ I AS SHOWN \ o \ \ o 2" x 6" STUDS A 16" O.C. — ---- ----- -- \ \ \ \ \\ 51/4" AZEK CROWN MOULDING R-20 INSULATION \ \ \ \ ALUMINUM EDGE \ WOOD TRIM WHERE SHOWN 5/8" ZIP SHEATHING \\ \\ 6" DIAMETER HALF-ROUND GUTTER SEE INTERIOR DRAWINGS CEDAR SHINGLE SIDING 4112" T.W. _ \ \ land LEADERS AS REQUIRED) \ FIN. FLOOR 3/4" PLYWOOD TONGUE and 2" x 6" SHOE GROOVE PLYWOOD SUBFLOOR ALIGN TOP OF CROWN MOULDING SECOND FLOOR TOP OF SUBFLOOR WITH TOP OF CROWN MOULDING at SCREENED PORCH - SEE LO Li SCREENED PORCH WALL SECTION I I" x 6" AZEK FASCIA (4114" EXPOSED) "FLARE SHINGLES OVER TOP OF CONTINUOUS SOFFItt VENC CROWN MOULDING AS SHOWN COR-A-VENT TOP OF PLATE AZEK CROWN MOULDING ROOF BRACKET - SEE DETAIL OVER 5/4" x 8" FRIEZE BOARD REVISED: 26 September 2019 1�111al" TJI1360 FLOOR JOISTS (5112" EXPOSED) Change roof and wall sheathing to 5/8" 5/8" GYPSUM BOARD REVISED: 23 July 2019 (2) 2" x 6" PLATE Add spray foam insulation note Add roofing and siding alternate notes Increase all gypsum board to 5/8" I ! i li_� 111 l 2 BUILT-IN CABINET - SEE INTERIOR ELEVATIONS ROOFING ALtFRNAtE The Fieber Group I CEDAR ROOF SHINGLES ON 1" x 4" SPACED SHEATHING. U 47 Elm Street m I CONTINUOUS 24" WIDE STRIP OF New Canaan Connecticut 06480 WEATHERUATCH OVER 3/411 PLYWOOD ALONG ROOF EDGE AND VALLEY'S. ALL VALLEYS OPEN WITH 8" HORIZONTAL NICKEL I I COPPER FLASHING AS REQUIRED SLOT PANELING PROJECT: I 2 I � SHINGLE AL-rr ,a-r TYPICAL EAVE DETAIL A405 18"SRE�D CEDAR R and R SHINGLES KREGER RESIDENCE FIN. FLOOR WSCALE: 11/2" - I'-Olt I 3/4" PLYWOOD TONGUE and GROOVE PLYWOOD SUBFLOOR I --- - 1085 Bay Shore Road F--- - Ilya" TJI/360 FLOOR JOISTS Southold New York 16) I6" O.G. I I I R-30 INSULATION I FIRST FLOOR TOP OF SUBFLOOR 2" x 6" SHOE 3/4" I5/4" x 8" AZEK WATERTABLE COPPER PAN AS SHOWN WITH COPPER DRIP GAP 2" x b" CLEAR WOOD TRIM TOP OF FOUNDATION COPPER FLASHING and (RIPPED TO 4" ACTUAL) CAP STONE 5/4" X 4" DRAWING TITLE: (2) 2" x 8" TREATED SILL II THIN STONE VENEER WITH SEALER INSTALL AS PER MANUFACTURERS MUD ROOM WALL SECTION 1/2" DIAMETER x 18" ANCHOR BOLTS I SPECIFICATIONS — , 6 6'-0" (MINIMUM 2 PER PLATE) (I AVERAGE FIN. GRADE 2" PAINTED GROWN TYPICAL EAVE DETAIL, and TOP OF SLAB - FIELD DETERMINE ��I 3/4" BACK PANEL AS SHOWN - PROVIDE S MOULDING WINDOW BOX DETAIL SQUARE CLEATS IN CORNERS III=III= I I=III=I II I I AS REQUIRED 3/4" COVE MOULDING I-ISI-ISI ISI-ISI- III—III-I I —III—I' CONTINUOUS 2" x 4" 1/2" CLEAR WOOD CARCASS , IIIIIIIIIIIIIIII II' 1 NAILER 2" CONCRETE RAT SLAB I—)I —III=1 (2)No. 4 REBAR CONTINUOUS 0 NEW y EL ap 6" (MINIMUM) GRAVEL BASE 1=1I_I=�' _ CO 6 MIL POLYETHYLENE Ii- 2 x 6 CLEAR WOOD TRIM ' w DATE: —l. Z ��`+ „ „ Q f .S. ,��G 21 June 2019 or VAPOR BARRIER _ 111 (RIPPED TO 4 1/4 ACTUAL) !, ' w SCALE: loll WITH BEVELED EDGE AS SHOWN1 Z 10" CAST IN PLACE CONCRETE = c� 11 FOUNDATION WALL As Noted F o. 1/2" DIAMETER WEEP HOLES � �. CONTINUOUS 20 x 10 07 CONCRETE FOOLING (2 PER PANEL) CENTERED AND AROF S\ P 4 1/4" 5" EVENLY SPACED 8 (2) No. 4 REBAR PAINTED WOOD BRACKETS AS SHOWN 1 . MUD ROOM WALL SECTION A4.05 WINDOW BOX DETAIL SCALE: I I/2" = 1'-0" SCALE: 3/4" = I'-0" Dwg.NO- A 0 5 1 • 1 1 1 CONGEALED FLASHING FIBERGLASS ROOF SHINGLES AS SELECTED bg OWNER LINE OF P x 6" AZEK RAKE FIBERGLASS ROOF SHINGLES BOARD and TRIM OVER 15" BUILDING FELT ON 5/811 PLYWOOD 15" BUILDING FELL LINE OF AZEK CROWN MOULDING AZEK CROWN MOULDING 5/8" PLYWOOD SHEATHING OVER 5/4" x 6" SUB RAKE OVER 5/4" x 6" SUB RAKE (3112" EXPOSED) (3112" EXPOSED) v x 8" RAFTERS Q 16" O.C. ALUMINUM DG FACE OF WALL HURRICANE CLIPS - SIMPSON EATHING MTS SERIES OR EQUAL INSTALLED / 12 1" x 6" AZEK RAKE BOARD PER MANUFACTURERS SPECIFICATIONS i 41141 „ and TRIM TOE NAIL RAFTER TO PLATE W/ 2-16d - 2 x 6 CEILING JOISTS TYPICAL FOR ALL RAFTERS 16" O.C. BRACKET IS 1114" WIDE ALUMINUM EDGE 1'-1" RADIUS - BRACKET SECTIONS MILLED J m FROM SOLID MATERIAL 3/4" AZEK PLYWOOD P x 6" AZEK FASCIA ' (2) 2" x 10" ALIGN WITH INTERSECTING 5/4" x 6" WITH COPPER _ FRIEZE BOARD - SEE DRIP GAP WEST ELEVATION 1/A2.02 5/4" x 8" AZEK FRIEZE - N AZEK GROWN MOULDING �� milt OVER 5/4" x 8" FRIEZE BOARD -� PAINTED BRACKETS SEE DETAIL P x b" TONGUE and GROOVE - CEILING (PAINTED) PROVIDE 2" x 4" BLOCKING AS 2 2 " �'� REQUIRED FOR INSTALLATION1„ 9" 4" 411 21-5" OF CEILING AS SHOWN 11_ 511 81, 84 8" CENTERLINE OF MUD ROOM ENTRY DOOR 21-111 SECTION thru ROOF SECTION thru GABLE END BRACKET DETAIL MUD ROOM ENTRY ROOF DETAIL A406 SCALE: 3/4" = 11-011 FIBERGLASS ROOF SHINGLES OVER 15" BUILDING FELT ON ROOFING ALTERNATE 5/8 PLYWOOD CEDAR ROOF SHINGLES ON CONTINUOUS RIDGE VENT 2" x 8" RAFTERS Q I6" O.C. 111 x 4" SPACED SHEATHING. CONTINUOUS 2411 WIDE STRIP OF GOR-A-VENT WEATHERWATCH OVER 3/4" AZEK GROWN MOULDING PLYWOOD ALONG ROOF EDGE AND VALLEY'S. ALL VALLEYS OPcN WITH FIBERGLASS ROOF SHINGLES COPPER FLASHING AS REQUIRED AS SELECTED by OWNER 15" BUILDING FELT LINE OF AZEK CROWN MOULDING SHINGLE ALTERNATE I P x 611 RAKE BOARD (4114" EXPOSED) 18" RED CEDAR R and R SHINGLES 5/811 PLYWOOD SHEATHING / \ \ LINE OF P x b" RAKE BOARD at 5112" T.W. REVISED: 26 September 2019 // \\ (4114" EXPOSED) _ 5/4" x 4" AZEK SUB-RAKE Change roof and wall sheathing to 5/811 2" x 8" RAFTERS 10 16" O.G. / \ � 6" PLATE i 6 I // // \\ \ REVISED: 23 July 2019 (2) 2" x / / \ 12 Add spray foam insulation note HURRICANE CLIPS - SIMPSON // // \\ Add roofing and siding alternate notes MTS SERIES OR EQUAL INSTALLED / / \ \ �14 ALL INSULATION TO BE SPRAY Increase all gypsum board to 5/811 PER MANUFACTURERS SPECIFICATIONS TOE NAIL RAFTER TO PLATE W/ 2-164 / \ FOAM AS REQUIRED TYPICAL FOR ALL RAFTERS I SEE TYPICAL EAVE DETAIL SIMILAR TDP of PLATE )( Yx /19i 5/4" x 4" AZEK HEAD I SING WITH COPPER DRIP LAPThe Fieber Group p / \ I 47 Elm Street WINDOW HEAD TOP OF ROUGH OPENING New Canaan, Connecticut 06480 ✓` II 2" x 6" STUDS m 1611 O.C. II ✓ 6 11 R-20 INSULATION i, ; PROJECT: 5/811 ZIP SHEATHING �\ I CEDAR SHINGLE SIDING 4112" T.W. 2" x 6" CEILING JOISTS 16 R " O.G. ` I< EGER RESIDENCE \ CONCEALED FLASHING I 1 I \ SEE WIWINDOW R-48 INSULATION WINDOW SCHEDULE I \\ 5/4 x 4 AZEK JAMB CASING 1085 Bay Shore Road f \ Southold, New York \\ 5/4" x 4" AZEK APRON , r CONTINUOUS COPPER APRON - FLASHING (2) 2" x 10" RAFTER WOOD BLOCKING AS REQUIRED ✓\ ` MAIN ROOF ✓' SEE WALL SECTION J \' DRAWING TITLE: 5/8" GYPSUM BOARD FIN. FLOOR MUD ROOM ENTRY ROOF DETAIL 3/4" PLYWOOD TONGUE and and DORMER DETAIL GROOVE PLYWOOD SUBFLOOR �� 12 WOOD TRIM WHERE SHOWN % 12 ATTIC TOP OF SUBFLOOR �pE NENi YO 11-1111 11-111' / Dtc QiT DATE: �a `� 21 June 2019 j "J !'' y SCALE: As Noted j s�4 -77 7 i-� ,I ARS S DSP SECTION thru DORMER SECTION thru GABLE END DORMER DETAIL A4JD6 N.- A4 ,006 C SCALE: 3/4" - I'-011 D1119 No. WINDOW SCHEDULE FINISH SCHEDULE Mark Manufacturer Catalogue No. Rough Opening Type Remarks ROOM No. ROOM NAME FLOOR BASE WALLS CROWN CEILING O A Marvin WUDH3032E-3W 8'-I1 i/S" x 6'-1 1/2" 3 Wide Double Hung N � B Marvin WUDH3032E 3'-0 3/8" x 6'-1 1/2" Double Hung z w 4 Z � � C Marvin (3) WUDH3032E 3'-0 3/8" x 6'-1 1/2" each 3 Wide Double Hung 5 1/2' Mullion casing w -1 j ►- Manufacturer provide rough opening w Z z } 0.w. LU D Marvin CUOFBDW- -CUSTOM 4'-0" x 8'-0" 4 Panel Bi-fold U W J w Q '- _J wlu E Marvin WUCA2436 2'-1" x 3'-0 9/16" Casement p #_ � F Marvin WUDH3022 3'-0 3/S" x 4'-5 1/2" Double Hun O d O Q 4 Cx Marvin WUDH3028E 3'-0 3/8" x 5'-5 1/2" Double Hung Egress Unit w = Z Z Z H Marvin WUCA2428 2'-1"2'-1" x 2'-4 9/16" Casement ut O F Z z 0 Q `� O pp %5 O Z a V Z W J Marvin WUDH2626-2W 5'-3 3/4" x 5'-I 1/2" 2 Wide Double Hung Tempered Glazing = p W q w -��, N fl _J 6 6 W O Q P al 6 p w Z N O 4 s IL 0 Q O O U 0 O 4 9 0 C K Marvin LU WUDH2426 2'-6 3/8" x 5'-1 1/2" Double Hung U m m -J 3 4 *w- U U w Z m m tu Y Z (L U_ luu w w w 0 Z3 Z w w L Marvin WUDH2830E-4W I1'-2 1/2" x 5'-9 1/2" 4 Wide Double Hun Egress Unit 4 w x N w -� f- 0 V cn to U - Z Hung g w Z w w � 0 tu pw-_ uWi w M Marvin (3) WUDH3028E V-0 3/8 x 5'-5 1/211 3 Wide Double Hung Egress Unit - 5 1/2 Mullion casing wO - - Z Z `� Z Z U w p _ _ z z Manufacturer provide rough opening = 4 Q X Q 4 w Z 2 = w q q x � r- cp r ,n �n (L fL � iL (L Q O ►- F- fQ ►n ,n fL (L N Marvin LLUCA3640E 3'-1" x 3'-4 9/16" Casement 102 ENTRY HALL 0 ® 0 O Marvin WUCA3636E 3'-1" x 3'-0 9/16" Casement 103 STUDY 0 0 O102 Marvin 3010 3'-2 1/16" x l'-2 1/2" Single Class Door Baldwin Hardware with Deadbolt as selected 104 HALL 0 ® 0 ® 103 Marvin 9010 9'-1 1/4" x 1'-2 1/2" 3 Panel Sliding Door by Owner 105 MECHANICAL ROOM 0 106 MUD ROOM 0 ® 0 0 104 Marvin 12010 12'-0" x 1'-2 1/2" 4 Panel Sliding poor O 101 POWDER ROOM 0 0 0 ® 0 ® 0 105 Marvin 3010 3'-2 1/16" x -!'-2 1/2" Single Glass Door Grill pattern similar to Door No. 102 Q -J 106 KITCHEN 0 0 0 0 201 Marvin 2810 2'-10 7/16" x 1'-2 1/2" Single Glass Door LL 109 DINING AREA 0 0 0 0 ® ® 0 NOTE: Window hardware to be selected by owner. W 110 LIVINGS ROOM 0 0 0 0 0 0 0 Provide tempered glazing where required by applicable codes. Provide shop drawings for all window and french door units for approval. — iii SCREENED PORCH ® 0 ® 0 0 Manufacturer to verify all unit rough openings and sizes. DOOR SCHEDULE 201 STAIR HALL 0 0 0 0 0 0 0 0 Mark Size Description 202 LAUNDRY ROOM ® 0 0 0 0 0 REVISED: 26 September 2019 Hardware Remarks 203 BEDROOM No2 ® 0 ® 0 10 0 0 Change Screened Porch Crown 0101 3'-6" x 1'-0" Solid core staingrade with insulated glass Past'nge Set with Deadbolt See South Elevation 1/A2.01 204 BATH 0 0 0 0 0 0 0 Ilte and 18" paneled sidelites as shown REVISED: 23 July 2019 205 BEDROOM No. 2 ® 0 0 ® 0 ® 0 102 see Window Schedule this sheet. Passage Set with Deadbolt �/ Re-number First Floor Door Schedule tags to 206 0 ®BATH 0 0 0 ® correspond with plan revisions 103 See Window Schedule this sheet. By Manufacturer O 1 1 Change Living Room coffer beams to ceiling O 201 BEDROOM No. 4 0 0 0 0 0 0 0 beams on Finish Schedule 104 See Window Schedule this sheet. By Manufacturer J ---- -206 BATH 0 0 0 0 0 0 Finish Schedul- Increase all gypsum board to 5/8" thick on e 105 See Window Schedule this sheet. By Manufacturer LL Add Mechanical Room and adjust First Floor Q 209 MASTER BEDROOM 0 0 0 0 ' 0 0 room numbers to correspond with plan revisions 106 V-0" Wide Fiberglass insect screen in 2 x Azek frame Privacy lock Match height of screened panels z - ® ® © ® 0 on Finish Schedule See North Elevation 2/A2.01 O 210 CLOSET. 0 0 101 2'-6" x 1'-0" Tempered glass in solid wood frame Privacy lock U 211 CLOSET 0 0 0 0 0 0 0 108 2'-8" x 1'-0" Cased Opening W 212 MASTER BATH 109 2'-6" x 1'-0" Solid core two panel - painted Passage Set The Fi-eber Group I 110 3'-8" x 1'-0" Cased Opening 47 Elm Street 111 3'-0" x 1'-0" Solid core two panel - painted Passage Set New Canaan, Connecticut 06480 301 NON - HABITABLE SPACE 0 0 0 0 ® 0 112 2'-8" x 1'-0" Cased Opening 113 2'-8" x l'-0" Cased Opening U PROJECT: 114 2'-4" x 1'-0" Solid core two panel - painted Privacy Lock KREGER RESIDENCE 115 2'-8" x 1'-0" Cased Opening Q 116 12'-6" x 1'-0" Cased Opening 1085 Bay Shore Road Southold, New York FINISH NOTES: 201 See Window Schedule this sheet. By Manufacturer INSTALL TILE IN MECHANICAL CLOSET ADJACENT TO HALL (ROOM No. 104) 202 2'-8" x 1'-0" solid core two panel - painted Passage Set INSTALL BASE AND SHOE IN. ALL CLOSETS (NOT NOTED). INSTALL ONE PIECE GROWN IN ALL CLOSETS (NOT NOTED). 203 2'-8" x 1'-0" Solid core two panel - painted Privacy Lock TILE IN ALL SHOWERS TO EXTEND UP TO CEILINGS TUB SURROUND TILE IN BATH (ROOM No. 206) TO EXTEND UP TO CEILING (3 WALLS) 204 2'-4" x 1'-0" Solid core two panel - painted Pocket door track and pull// Privacy Lock TILE ALL SHOWER AND TUB SURROUND CEILINGS 205 2'-2" x 6'-011f Frameless shower door C Pull Clear glass - 1'-0" Sidelite PROVIDE DUROCK CEMENT 50ARD BEHING ALL AREAS TO RECEIVE TILE FINISH. Field verify size 206 2'-6" x 11-0" Solid core two panel - painted Passage Set DRAWING TITLE: 201 2'-6" x 1'-0" Solid core two panel - painted Passage Set WINDOW SCHEDULE, 208 2'-8" x 1'-0" Solid core two panel - painted Privacy Lock DOOR SCHEDULE, and 209 2'-4" x 1'-0" Solid core two panel - painted Privacy Lock FINISH SCHEDULE 210 (2) 1'-6" x '1'-011 Pair Solid core two panel - painted Ball Catch/ Dummy Knob One knob per door 211 2'-8" x 1'-0" Solid core two panel - painted Privacy Lock 212 (2) 2'-0" x 1'-0" Pair Solid core two panel - painted Ball Catch/ Dummy Knob One knob per door 213 2'-4" x 1'-0" Solfd core twoanel painted Privacy Lock F NElri p p y �� Y DATE: . DE C.:, `\UP �_ 21 June 2019 214 2'-2" x 6'-0"t Frameless shower door C Pull Clear glass - 1'-6" Sldelite Field verify size �;? I �� z SCALE: 215 3'-0" x 1'-0" Solid core two panel - painted Privacy Lock �, YLu None tT' t r 216 2'-6" x 1'-0" Solid core two panel - painted Passage Set 7 211 2'-6" x 1'-0" Solid core two panel - painted Passage Set AR�FESSt NPS 218 (2) 2'-6" x 1'-0" Pair Solid core two panel - painted Barn style door track and pulls 219 2'-2" x 6'-0"t Frameless shower door C Pull Clear glass - 1'-8" Sidelite Field verify size 220 2'-4" x 1'-0" Solid core two panel - painted Pocket door track and pull// Privacy Lock NOTE: Door hardware to be Baldwin as selected by owner. Provide tempered glazing where required by applicable codes. All doors to be: painted unless noted otherwise. D-g.No. * CROWN SCALE: FULL TWO PIECE CROWN SCALE: FULL The Fieber Group 47 Elm Street New Canaan, Connecticut 06480 THREE PIECE CROWN PROJECT: SCALE: FULL KRE GER RESIDENCE 1085 Bay Shore Road Southold, New York DRAWING TITLE: INTERIOR MOULDING PROFILES I F N E N,Y DATE: 21 June 2019 s OS SCALE: !r II As Noted O�� R�FESSI P BASE and SHOE CASING PLINTH STOOL and APRON SCALE: FULL SCALE: FULL SCAILE: FULL SCALE: FULL Dwg.No. • PAINTED WOOD NEWEL POSTS AND OAK HANDRAIL AS SELECTED by OWNER WROUGHT IRON GUARD TO CODE AS SELECTED by OWNER (MATCH STAIR) OAK TREADS and PAINTED RISERS F- === ==== --------------- ----------- =;I------ ----I-I--; ADJUSTABLE SHELVES IN PAINTED FLAT FLAT FRAME WITH BEADED EDGE TEMPERED GLASS PANELS IN PAINTED WOOD FRAME I - -]LIE / i / / to Entry Ha I I SFEIX MAHOGANY TOP PAINTED FLAT PANEL IN SHOWN No. 103 FRAME AS SHOURoom No. 103 PAINTED TRIM - SEE Room No. 103 1 HARDWARE AS PER OWNER 2 MOULDING PROFILES 3 Room No. 103 � STUDY WEST A603 STUDY EAST A603 STUDY DY SOUTH A603 STUDY NORTH A6.03 SCALE: 1/2" = I'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" 1'-0" SCALE: 1/2" = I'-0" SHAKER COAT PEGS EQUAL EQUAL 4'-011 ATTACHED TO WALL 6" NICKEL SLOT (PAINTED) I o 0 0 0 0 0 0 0 / --- ADJUSTABLE SHELVES IN - - --_ - - -- r / SQUARE EDGE FRAME / FLUSH FACE DRAWERS WITH / h "CUT OUT" PULLS _ / to Powder III _- o Room STAINGRADE BENCH O \ __-- TOP AS SHOWN - -- -- \ - --- — REVISED: 23 July 2019 \ _ _ Relocate Mud Room East Hall cased opening \ � Eliminate Mud Room East built in cabinet The Fieber Group 47 Elm Street New Canaan, Connecticut 06480 Room No. 106 Room No. 106 Room No. 106 Room No. 106 MUD ROOM WEST A603 MUD ROOM SOUTH MUD ROOM NORTH A603 MUD ROOM EAST A603 PROJECT: SCALE: 1/2" = 1'-0" SCALE. 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" KREGER RESIDENCE 1085 Bay Shore Road Southold, New York \ — — DRAWING TITLE: STUDY ELEVATIONS, MUD ROOM ELEVATIONS and POWDER ROOM ELEVATIONS I Ii �I I \ I II III — II II to Mud \ to Mud I I to Kitchen RoomI Room f NEV/ ----------- _ _____ -- — — ------- LI ------ ------- �C. ..- , DATE: �, 0 * 5 July 2019 SCALE: =---ELYI � 1 / Z As Noted _- O 07 — I ------- RIFE 10 P CABINET and FIXTURES AS PER OWNER Room No. 101 Room No. 101 Room No. 101 Room No. 101 POWDER ROOM WEST POWDER ROOM EAST POWDER ROOM SOUTH A603 POWDER ROOM NORTH A603 SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SCALE: 1/2' = 1'-0" Dwg.No. 1 + I I I I i 1 � 1 r---------- LlI SEE HEAD TRIM DETAIL I 3/A6.07 I I to LIVing Room I i I WINE CABINETS AS PER OWNER o I I I I I I I I I I PAINTED TRIM - SEE I MOULDING PROFILES I Room No. 108 Room No. 108 1 2 43/4"PAINTEDRAME WITH BEADED DINING AREA NORTH A6 04 DINING AREA EASEL IN T A�0� EDGE AS SHOWN SCALE: 1/2" = I'-0" SCALE: 1/2" = 1'-0" ADJUSTABLE SHELVES (PAINTED) PAINTED FLAT PANEL DOORS WITH HARDWARE AS SELECTED by OWNER ------ ------------------ ----- ---------------------- -1 ----- 1 1 1 1 1 5/4" x 6" PAINTED TRIM BOARDS 1" x 6" SNIP-LAP SIDING a O FAINTED TRIM -SEE WALL SECTION 11 L STONE VENEER AS / SELECTED by OWNER \ / \ / I -]LIE --- \ / i o to Living \ Room to Laundry tIF o Bedroom O Room No- 2 r i N M jqll _j r r i r Room No. 110 Room No. 110 SCREENED PORCH WEST A610� SCREENED PORCH SOUTH A605 SCALE: 1/2" = I'-0" SCALE: 1/2" = 1'-0" Room No. 201 STAIR HALL SOUTH A6.05 r SCALE: 1/2" = 1'-0" N FRAME CEILING: ABOVE STAIR AS SHOWN - ALIGN WiTH ATTIC CEILING at INTERSECTION AND MATCH SLOPE OF STAIR STRINGER REVISED: 26 September 2019 Change Screened Porch ceiling trim REVISED: 23 July 2019 Change Stair Hall South well guard Change attic stair construction and details PAINTED WOOD GAP The Fi eber Group 47 Elm Street PAINTED LAT PANEL WITH New Canaan, Connecticut 06480 WALL MOUNTED HANDRAIL BEADED FRAILS AND STILES (OAK) - MATCH MAIN STAIR PROJECT: OAK TREADS and PAINTED RISERS ' 36 HIGH OAK HANDRAIL WITH �, KREGER RESIDENCE WROUGHT IRON GUARD AS SELECTED by OWNER 1085 Bay Shore Road(OMITTED FOR DRAWING /'/' / � PAINTED WOOD NEWEL POST Southold,' New York / PAINTED TRIM - SEE MOULDING PROFILES - S P \ 0 11 ,5 DRAWING TITLE: SCREENED PORCH ELEVATIONS and STAIR HALL ELEVATIONS I \ 71 to Bedroom to Bedroom ®�` J / ,' / to Bedroom No. 3 No. i / \ / \ DATE: 5 July 2019 I SCALE: -.;r. 7K As Noted r F � AR�FES P Room No. 201 Room No. 201 STAIR HALL NORTHA�� STAIR HALL WEST �4 SCALE: 1/2" = 1'-0" SCALE: 1/2" = I'-011 Dwg.NO. GYPSUM BOARD ARCH 3'-4" RADIUS SLAIN GRADE CAP WITH GYPSUM BOARD SOFFITS AS SHOWN NOSING PROFILE tlJ TILE TUB SURROUND AS SELECTED by OWNER (3 EA. WALLS) / to Closet to Closet \ to Stair / \ Wall I � `------------------------- \F PAINTED FLAT PANEL 21/4" RAILS - 31i2" STILES 1" x 4" WITH BEADED EDGE Room No. 203 Room No. 206 Room No. 201 BEDROOM No. 2 WESTA61.06 BATH No . 3 NORTH A606 BEDROOM No. 4 SOUTH A606 SCALE: 1n" = I'-0" SCALE: 1/2" 1'-0" scALE: 1/2 _ i 0 11 - lid _ ____----- \ 50" FLAEI t SCREEN I \ f / to Stair ------ ---- ----- J Hall / to Closet to Closet \ \ j - - -= The Fieber Group 47 Elm Street New Canaan, Connecticut 06480 Room No. 206 Room No. 208 MASTER BEDROOM NORTH MASTER BEDROOM WESTA6�6 PROJECT: SCALE: 1/2" = 1'-0" SCALE: 1/2" = V-0" KREGER RESIDENCE PAINTED TRIM - SEE 1085 Bay Shore Road MOULDING PROFILES Southold New York "BARN DOOR" TRACK SELECTED by OWNER DRAWING TITLE: BEDROOM No. 2 ELEVATION, JOEBATH No. 3 ELEVATION, a BEDROOM No. 4 ELEVATION, and -� --------- - ______ = MASTER BEDROOM ELEVATIONS to Master Bath o I I I i I I I 0 I T 1 1 FIN. CEILING FIN. CEILING 1/2" GYPSUM BOARD THREE PIECE CROWN MOULDING SEE MOULDING PROFILES m FIN. CEILING 1/2" GYPSUM BOARD TOP OF BALCONY NOSING CROWN MOULDING - SEE MOULDING PROFILES m TOP OF WINDOW and DOOR CASING -KV m FIRST FLOOR FIN. CEILING 1/2" GYPSUM BOARD 1" x PAINTED TRIM BOARD WITH EDGE PROFILE TO MATCH TOP PORTION OF CROWN. (BOTH SIDES) 21 „ 4 PAINTED CAP OVER 3/4" COVE MOULDING VENEERED PLYWOOD CEILING EDGE 'DETAIL A60, SCALE: 3" 1'-0" �N m —ICV _ m 1" x 6" PAINTED WOOD CAP RIPPED TO SIZE The Fieber Group 31/2" PAINTED CROWN MOULDING 47 Elm Street New Canaan, Connecticut 06480 PROJECT: j-" 4 KREGER RESIDENCE m 314" x 8" PAINTED TRIM 1085 Bay Shore Road �r Southold, New York , m 1 '/4" PAINTED NECK MOULDING 1/4" REVEAL VENEERED PLYWOOD APPROXIMATE EXTENT VENEERED PLYWOOD OF JAMB CASING 3/4" x 8" WITH BE DED 3/4" x 8" WITH BEADED DRAWING TITLE: EDGE EDGE ENTRY HALL PANELING SECTION, CEILING EDGE DETAIL, HEAD TRIM DETAIL, and STAIR HALL WAINSCOT PANELING SECTION =1� m m F N E W DATE: YO Y P�a) DELFT 5 Jul 2019 PAINTED BASE WITH CAP PAINTED BASE WITH CAP O Q SEE MOULDING PROFILES SEE MOULDING PROFILES Z`'0. S� CCSCALE: -0 As Noted HEAD TRIM DETAIL A60, �,� t c� � z SHOE MOULDING - SEE PROFILES SHOE MOULDING - SEE PROFILES "' - - SCALE: 3" = 1'-0" FIN. FLOOR FIN. FLOOR Li I SS ENTRY HALL PANELING SECTION A60, STAIR HALL WAINSCOT PANELING SECTION A�, SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" Dwg.No. NORTH to LANDSCAPE - LIGHTING WEATHERPROOF n n n OUTLET II II II ---------------------------------- --- I I I I I I I rel I I U.C. ; U.G. R R Ij - ---------- ---------------------- P, --------------------R R R ii --------------------- I 11 I I I I I I I I I I I I j I I I I ----------------------- -------- -- I I I I I I II LIGHTING LEGEND I I I I I I i R — FUTURE WALL and T.V. OUTLET BEHIND STONE VENEER RECESSED LIGHT FIXTURE I I v R R R R R ---- I------ ----------- LL q I -------------------------- ----- --- ..' L--J v R CEILING MOUNTED LIGHT FIXTURE I I I I cg, m to SWITCHED I �r OUTLETS ---_ FAN uc. 3 -------- --------------------- - WALL MOUNTED LIGHT FIXTURE K> 14 1 1 4 I I I I II II II I ; I R I I I I I OUTLET d T.Y. SINGLE POLE SWITCH �__ II it it it ----------------------------------- ---------- I U O U R I ----------- r__________ 1 U -- -- �_ DEDICATEDV. ATHREE WAY SWITCH I I ----- - -- OUTLET 3 L------ _ R R R 4 FOUR WAY SWITCH REVISED: 23 July 20113 9 R I Update base plan to correspond with I - ----------- floor plan revisions WEATHERPROOF _ _________ FAN Change electric service size note OUTLET ----__---- R i EXHAUST FAN 1--- -- ----- ---__ I I � I I � NOTE: ALL FIXTURES TO BE SELECTED by OWNER The Fieber Group ; R R 47 Elie Street I ----- New Canaan, Connecticut 06480 I R R LIGHTING and ELECTRICAL NOTES I I I I PROVIDE DUPLEX RECEPTACLE OUTLETS TO CODE AS REQUIRED. PLACE OUTLETS CENTERED PROJECT: IN BASEBOARD UNLESS NOTED OTHERWISE. I y 4 PROVIDE SWITCHED OUTLETS IN AREAS SHOWN AS INSTRUCTED BY OWNER KREGER RESIDENCE ELECTRIC SERVICE SIZE TO BE DETERMINED bg OTHER Li PROVIDE CENTRAL VACUUM CIRCUIT R R i i PROVIDE WHOLE HOUSE PROPANE BACK UP GENERATOR 1085 Bay Shore Road I SWITCHES TO BE DECORA ROCKER SWITCHES Southold,, New York PRINTER OUTLET DIMMER SWITCHES IN LIVING ROOM, SCREENED PORCH, OFFICE AND KITCHEN ISLAND AS SHOWN L--------- --- ------------ ' ON THE LIGHTING PLANS. PROVIDE ALARM SYSTEM AND CIRCUIT POOL CIRCUIT AT PANEL. FLOOR OUTLET C2) ____ INSTALL DOORELL BUTTONS AT FRONT AND MUD ROOM ENTRY DOORS. CHIME IN FOYER SUPPLY (FUTURE) CONDUIT FROM CRAWL SPACE TO ATTIC. (1)EA. - 3" AND (2) EA. -211 L_____________ __ COORDINATE HVAC (HUMIDIFIER - DEHUMIDIFIER)WITH GENERAL CONTRACTOR WEATHERPROOF OUTLET PLACE KITCHEN OUTLETS IN BACKSPLASH (NO PLIC STRIP) ALL BATH FANS TO BE FANTEC REMOTE UP KITCHEN APPLIANCES: SUBZERO 48" SIDE BY SIDE REFRIGERATOR FREEZER DRAWING TITLE: WOLF 45" DUAL FUEL RANGE FIRST FLOOR LIGHTING PLAN (3) EA. WINE COOLERS - SELECTED BY OWNER DISHWASHER - SELECTED BY OWNER MICROWAVE/CONVECTION OVEN - SELECTED BY OWNER D15100SAL CAT KITCHEN SINK) FIRSTFLOOR LIGHTING PLANLI'�1 AUDIO-VISUAL REQUIREMENTS: (2) EA. SPEAKERS IN OFFICE SCALE: 1/4" = 1'-011 (2) EA. SPEAKERS IN KITCHEN (2) EA. SPEAKERS IN DINING AREA OF NEkv LIVING ROOM SURROUND SOUND (TV. LOCATION AS SHOWN ON LIGHTING PLAN) �� D`LA y00 DATE - NOTE: (2) EA. SPEAKERS IN SCREENED PORCH �•,� f INSTALL GFI OUTLETS 42" ABOVE FIN.FLOOR ADJACENT TO POWDER ROOM AND KITCHEN (2) EA. SPEAKERS IN MASTER BEDROOM CABINETS AS REQUIRED. SCALE: (2) EA. SPEAKERS IN MASTER BATH Vii; f' f As Noted INSTALL GFI OUTLETS IN KITCHEN ISLAND AS REQUIRED. (2) EA. EXTERIOR SPEAKERS OAo 2 Ci�� CFfSSi NPS I Dwg.No. * 01 1 1 1 _ 1 Ofi�T+� DN I I 8 I R R I I I FAN I I I I R OULET FOR WIN 5005TER to SWITCHED OUTLETS and STEREO EQUIPJAV, R R WALL and T.V. R R OUTLET � WEATHERPROOF OUTLET ---------------- - ------- -- W FA R Cto SWITCHED OUTLETS 4 FZ1i R R I I -----_�=- -- --------------------- -----------------=7 ----------------- ____ O I I I I I I I I I I I I I I I I I I I ------- -- H i l l II I I I I I to SWITCHED - ---------- FAN �. OUTLETS ------- -- -- R R Cq - ----- --- — ----- -- FAN REVISED: 23 July 2019 R R R R --_- R FR Update base plan to correspond with plan revisions 4 ---DN----- IF IRONING BOARD OULET The Fieber Group R R 47 Elm Street New Canaan, Connecticut 06480 to SWITCHED o OUTLETS u.c• i I WASHER and DRYER PROJECT: R OULETS AS REQUIRED I I F N KREGER RESIDENCE - R R R 1085Bay Shore Road Southold, New York R DRAWING TITLE: SECOND FLOOR LIGHTING PLAN SECOND FLOOR LIGHTING PLAN L,�2 SCALE: 1/4" = II-011 E F NEN, DATE: NOTE= `'' D` O �� y INSTALL CsFI OULETS 42" ABOVE FIN.FLOOR ADJACENT 70 BATH AND LAUNDRY CABINETS AS REQUIRED (4 LOCATIONS) �r-f ._ �.�1�;, (P_ SCALE: (c. f J X I As Noted INSTALL G--1 OUTLETS 42" ABOVE FIN. FLOOR EACH SIDE OF VANITY CABINETS IN MASTER BATH �'� (4 LOCATIONS) 1/ OA 07--. �OFESS 1 P� r Dwg.No. F 1 1 1 1 1 NORTH ORTH s __________ 1 I I _________________-I I I I I ---------------------------------------------------------------- ----- I I I I I I I I I I I I I I I I I I ILJ--- I I I R I R I I I I I 1 1 III I I I I I I 1 I I I I I I I I I to SWITCHED I I i I I I I I OUTLETS I I \j I 1 / I / t-------- r------------------------------------ ---------------� / -i,\\ j R R / R RI ---- `. I to SWITCHED ---- ' I OUTLETS I 1 I ' \ ---1 I I 1 — —�— — — ---- FZ L----1— --------------- --------- ------- --------------------- ' ' I I --------- — I ; I I ' \'------------------------------------ �' \� -- �'/ \\� -------------------------- I 1 I ♦ / , I , � / � I � I '/ I I `♦ ,' I I I / I I I 1 I 1 I I I I I I I I I I I I I I I I I I I I R I R I I I I I I I 1 I I I I I I L------------1------- L----------1------------i I I I I I I I I I I II I ________________________________________J I I I 1 I I I I I I I I The Fieber Group I I I 47 Elm Street R R New Canaan, Connecticut 06480 I I I I 1 I I I I I I I I PROJECT: KREGER RESIDENCE 1085 Bay Shore Road I R R Southold, New York I _ I --------------- DN DRAWING TITLE: ATTIC LIGHTING PLAN ATTIC LIGHTING PLAN L,ID� SCALE: 1/4" = 11-011 DATE: 0 IN C-b� S D ��7D0 p� SCALE: ff s As Noted 0 071 C� ESS10N Dwg.No. WIND FRAMING NOTES NAILING SCHEDULE V PLAN CONTENTS: GENERAL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES BUILDING USE CONSTRUCTION NOTES: 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 TOE-NAIL BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-8d COMMON RAFTER 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) 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 JOIST 8'�WALL: 3-8d COMMON EACH TOE-NAIL 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 TO TOP PLATE 10 WALL: 4-8d COMMON JOIST 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 CRITERIA CODE: 2015 IRC, 2016 NYS UNIFORM SUPPLEMENT 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 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 FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: 60 ances 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 DECKS TO RAFTER WFCM - SBC END NAIL 40 meets current federal, state, county and local codes, ordin 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 ATTICS w/o STORAGE 1p 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 ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS 3). Dimensions; shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) ROOF (GROUND SNOW LOAD) PER NYS 301.6 (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift 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: ROOMS (SLEEPING) 30 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 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 GAURDRAILS ANY DIRECTION 200 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 EXPOSURE CATAGORY spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL (DESIGNED FOR CAT.C) specific use expressed or implied in the use of these plans. P g P P g• 2 - 16d COMMON anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4 - 16d COMMONJOINTS FACE ROOF - FOUNDATION DETAIL PAGE &GENERAL NOTE PAGE EA. SIDE NAIL 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: INTERSECTIONS STUD TO NAILING SCHEDULE SEE GENERAL NOTE PAGE 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 2 - 16d COMMO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE YP P STUD Sym.:attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and O.C. NAIL Y HEADER TO 16" O.C. FACE FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IIRC. 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel 16d COMMON SMOKE &CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R375 IRC. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL such as bookcases, shelving, pantry, closets, trims, etc. g g q P TRUSS DESIGN N in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END /A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLANE TO:FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD 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 FLOOD HAZARDS 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 QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE concrete or mason walls occurin in exterior or unheated interior areas. SILL, TOP PLATE OR GIRDER 4-8d COMMON JOIST NAIL masonry g 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE F SHEATHING REQUIREMENTS FOR WIND LOADS: 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shalt be have steel connectors in accordance with table TO JOIST 2 -8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3 5 SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES BLOCKING EACH TOE 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST 2 -8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 . CATHEDRAL CEILING ASSEMBLY: -�- poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). BLOCKING TO: EACH TOE 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 - 16d `OMMO INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTES: 1 ( BOTH FIELDS) " anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE: 2 FOR PANEL FIELD 6 maximum lifts (layers). alongthe open ceiling art of the building. to the ridge and wall shall be be GABLE ENDWALL RAKE AND RAKE TRUSS Sd COMMON 4" O.0 8d COMMON @ 4" O.C. SEE NOTES: 1,3 6 . Crawls aces to be provided with a minimum 18"x24" access opening. Install one P g P g g LEDGER STRIP 761 COMMON EACH FACE @ P P P g• attached with the above requirements. TO BEAM ''l JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. DECK AND COVERED PORCH NOTES: JOIST ON LEDGER s-B ',COMMON PER TOE NOTES 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 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 the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvanized or stainless steel. TO JOIST ::: 3 -16d COMMO JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, 8). Drainage las required by current N.Y.S. Residential Construction Code. 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. SILL OR TOP PLATE FOOT SEE NOTE: 1 Girders on concrete piers shall be anchored with proper steel connectors anchored R F u CAT 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. H For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framingtechniques and methods as prescriptive design of current SBC High Wind NAIL NAIL q P P g g 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION QTY SPACING Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For 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 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashingshall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. ,� g g JOINT DESCRIPTION QTY SPACING Ledger to be fastened to building with 1/2 dia. bolts with washers and nuts 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD 4). Unless otherwise noted all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS WALLBOARD 10" O.0 . FIELD INTERIOR ZONE 18d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 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. openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: 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 NAIL NAIL NOTES openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION QTY. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COnMON 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. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 6d COMMON 3" O.C. EDGE 6). Double up floor joists under walls that run parallel to the floor joist 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 Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS WALLBOARD 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. on plans. 10" O.C . FIELD 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/or2). Verify septic system with the Engineer for Suffolk County Health Department approval. ) P g• g p 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 JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 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 QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH 2-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C. EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES 1" OR LESS 8d COMMON12"O.C. FIELD 9). Provide blocking/bridging in floor joists at 8'0 O.C.. Use solid blocking in floor joists NOTESas required by current NYS Residential Code-FIREBLOCKING REQUIRED 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety : under all bearing walls. Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. 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. needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN»CHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 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 CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 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 SOIL COMPACTION: using parallel rows of studs or staggered studs. n 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, �� Contractor and owner for final review and approval. is nailed 3 on-center at the panel edge to obtain higher TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. )dro 12). Unless otherwise noted use 3/4 thick T&G PTS Fir or Advantech plywood subfloor p ceilings and cove ceilings. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES' shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. members shall be doubled,or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2) COMPACTION ASTM E FI L SHALL BE AT D 1557).LEAST COMPAOT THE under stairs shall comply with current N.Y.S.Residential Code. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER �� SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 13). All bathroom walls to have 1/2 thick moisture-resistant sheetrock. Garage walls and 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. �- - members,the tabulated number of nails shall be permitted ,,. °c O� NFy�� ceilings and over furnace to have 5/8 thick type-x sheetrock. All other parts of building 2). All electrical workshall e approve y a qualified Underwriter. p 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. /�P to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced to] - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. Gj �°SFR,_ O,A 3). All electrical work to comply with 2014 NEC. , `: c 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or approved egjal. 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 i tl� torch down type material over. and R315 of IRC. 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to A�° SS10 F% be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS 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. 4 KING STUDS �? RAFTER WALL STUD ENDWALL CRIPPLE STUD e BOTTOM PLATE ° RIDGE BATHTUB u LEDGER ° HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOC ATION USP NUMBER DESC RIPTION APPLIC ATION ILOCATION USP NUMBER DESC RIPTION APPLIC ATION RAFTER SIZE USP NUMBER DESC RIPTION APPLIC ATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 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. STP,AP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER 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 THE ©24"OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL CHIMNEY AS REQUIRED RIM BOARD RAFTER WALL SHEATHING RAFTERS MAINTAIN SILL PLATE(S) VENTILATION WOOD JOIST SIDEWALL FLASHING M CKING FOUNDATION TOP PLATE FINISH WALL AND MOISTURE LEDGER BLOCKING IN, BARRIER TO LAP FLASHING SOFFIT JOIST STAPPING TO BE ATTACHED TO WALL STUDS 048"OC AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FASCIA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OFGUTTER / THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH KONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE INSTALL 4'0" O.C. AND SO AS TO MAINTAIN AIR 8" - 14" LSTA30 1-1/4"x30" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY 4" - 6" RAFTER RT10 10-3/4" x lBga. TYDOWN ANCHOR CONNECT TO ON ALL OPENINGS / ACTION EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND • ROOF VENTILATION / OVER BEARING WALLS AND HEADERS INSTALL 4'0" O.C. / 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR CONNECT TO SOFFITED EAVE DETAIL 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS ,' , EACH RAFTER ON ALL OPENINGS ,' KEEP ROOFING NAILS OUT / OF FLASHING 2ND. FLOOR WALL ROOFING LAPS BASE FLASHING 4 INCHES f RAFTER 'iO BASE FLASHING WRAPS CORNERS, , RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT s MATERIAL AS ROOFING NAILED TO SHEATHING SIDES 4 INCHES AND LAPS THROUGH VENT SHINGLES AT BASE MIN. 4 INCHES WOOD JOIST TOP PLATE � GIRDER/HEADER SIDE WALL FLASHING WOOD JOIST 1 ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ©48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WIlrH 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS FROM PEAK TO ALLOW FREE RIDGE VENT FOLDS THE PROPER STEEL CONNECTOR. ON ALL OPENINGS CONNECT EACH RAFTER/PLATE RT15 T=WN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS INSTALL 4'0" O.C. CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS TUD PLATE ANCHOR 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF ON ALL OPENINGS PLATE/WALL SPTH4 PLATES TO EACH STUD DBL. SILL PLATE TERMITE SHIELD SUBFLOOR SILL GASKET � WOOD JOISTS , r NEOPRENE ''. A/ 2x6 /2x8 CONTINUOUS 'WOOD PLATE CONC. SLAB • GASKET `� I TYP. CONC. FOUNDATION n 6 MIL. POLY ° V� BOLTED TO STEEL BEAMI WITH DAMPPROOF EXTERIOR v GRANULAR FILL 1/2 " DIA. BOLTS ® 4E" o.c. STAG. 6VIL POLY ON EXTERIOR s V ^ \ STEEL COLUMN e 4 I ° 4 D D C ' ROOF JACK STEEL BEAM v D v CONC. SLAB `• ANCHOR BOLT EMBEDMENT: // I I ,�. 4" x1/4" x 8" STEEL POURED CONCRETE: 7" ° COMPACT FILL ° =D r BLOCK WALL: 15" ROOFING LAPS 0 AND BO a 0 FLASHING AT , � WITH 1/2" x 6" ANCHOR BOLT K__YWAY FOOTING D /� •)IDES AND TOP 1 2" GROUT ° �'n c- n A CONC. FTG. % A% G D' ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS � ' / ° O (USP LB PS58 OR B P583) 3" STEEL COLUMN p REINFORCING BAR ° ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT I ( 10 KIPS ) DRAIN TILE p SUPPORTING MAXIMUM SPACING FLASHING LAPS SILL PLATE TO FOUNDATION ROGFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC TYPICAL BEAM DETAIL SILL PLATE TO FOUNDATION 2 STORIES 36" OC TYPICAL CONC. FOUNDATION. APPLY PILASTERS CRAWL SPACE OR FOUNDATION), STEEL / BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL r SUBFLOOR DOOR FRAME CONC. SLAB ( JOIST 6X6 10/10 WWM , GARAGE DOOR COMPACT FILL I USE 2X8 STEEL BEAM FOR BLOCKOUT 4" SLAB • P.T. PLATE W/ 6X6 WMIM M I SLOPE ` `- 4"DRIVEWAY ---®!� NOTCH JOIST AND ADJUST HEIGHT • 1/2" AIRS ACE < 1 <1 e °1L 7 1 2t" • a e (WITH A NAILING PLATE IF NEEDED) AT END AND 0 ° p ° :e . ° ,° , TO BE APROX. 1/2" OR HIGHER THAN ES OF WOOD p ° STEEL BEAM TO ALLOW FOR SHRINKAGE • G-ti� a BEAMS I, D� '°D D ° o • " '° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) GRADE ° Q a------�--=-- ° d ° d ° C D ( I d z C. A'� 6X6 W.W.M. ,e _ - e _ _ -,.,e - °o _i SUB FLOOR All 12 D ,'D D D ,n /1,r ° ° `NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM I , ° ^ 'D -I MIN. .° ° NOTCH EQUALS 1/4 DEPTH OF BEAM I(— I �'o �'a • i � °D o °•D � JOIST •f Q REINFORCING BAR . D i REINF)RCING BAR o s 4 s' D ° _ —� f� 3� �vV y • ' I + 11•A 4e °4° STEEL BEAM O DRAIN TILE •I�—� •° e° SHEET METAL / 30# FELT UNDER BEAM AT POINT m ��• �i� �j 12" •. OF CONTACT WITH CONCRETE OR CONC. BLOCK i-`iT�IICIi I ^ o� e•ePLATE (BOLTED C 3" SHIMS TO LEVEL BEAM TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS ANB ^ ^ ri _k w COLUMNS. BARS. REINFORCE FOOTING WITH (2) #4 REINFORCI' ' 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCI.OUT rnL BEAM PDC KET