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HomeMy WebLinkAbout43241-Z p��uFFal,��oG Town of Southold 10/23/2020 � P.O.Box 1179 o d' 53095 Main Rd P4, �ag Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41556 Date: 10/23/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 9325 Main Bayview Rd, Southold J SCTM#: 473889 Sec/Block/Lot: 88.-3-20 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/26/2018 pursuant to which Building Permit No. 43241 dated 11/26/2018 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: one family dwelling with covered front porch, rear and side landings and attached two car garage as applied for. The certificate is issued to Calabrese,Giovanni of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0029 10/16/2020 ELECTRICAL CERTIFICATE NO. 43241 8/17/2020 PLUMBERS CERTIFICATION DATED 8/15/2020 uke Bugd' A t ed Signature s�iFFot " TOWN OF SOUTHOLD sc®� BUILDING DEPARTMENT TOWN CLERKS 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#: 43241 1 Date: 11/26/2018 Permission is hereby granted to: Calabrese, Giovanni PO BOX 787 Cutchogue, NY 11935 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 9325 Main Bayview Rd, Southold SCTM # 473889 Sec/Block/Lot# 88.-3-20 Pursuant to application dated 6/26/2018 and approved by the Building Inspector. To expire on 5/27/2020. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,638.00 CO -NEW DWELLING $50.00 Total: $1,688.00 Bu ding Inspector 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. a ' New Construction: L Old or Pre-existing Building: (check one) Location of Property: A&L ►rl V/ gt,-) 6604 House No. et Hamlet Owner or Owners of Property: Lam( SIO Y0-9-- Suffolk County Tax Map No 1000, Section Block V� Lot CJ Subdivision I Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary 15 cate Final Certificate: (check one) Fee Submitted: $ ��—/ \ Applic t S ature OF SOUr�®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Ar Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 • �o sean.devlin(a).town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLID CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Giovanni Calabrese Address: 9325 Main Bayview Rd city.Southold st: NY zip: 11971 Building Permit#• 43241 section: $$ Block: 3 Lot 20 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Pinti Electric Inc License No: 33025ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 51 Ceiling Fixtures 27 Bath Exhaust Fan 2 Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 6 Smoke Detectors 3 Main Panel 200A A/C Condenser 1 Single Recpt 2 Recessed Fixtures 67 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 4 Transformer UC Lights 15' Dryer Recpt 30A Emergency FixtureTime Clocks Disconnect Switches 53 4'LED Exit Fixtures Pump Other Equipment: Hood, Fridge, Mini Fridge, DW, W/D, Micro, 42 Circuit Panel w/27 Used Notes: New House w/Attached Garage Inspector Signature: (S: Date: August 17, 2020 S.Devlin-Cert Electrical Compliance Form.xls i O�*0 SO(/T�ol_ � o Town Hall Annex gg _ Telephone(631)765-1802 54375 Main Road °" `"° Fax(631)765-9502 P.O.Box 1179 O Southold,NY 11971-0959 Ql Y BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFIC_AT.ION Date: I Building Permit No. - �- Owner: G-!`_OVAA /Wl (M1SPr__ s (Please print) Plumber:L ljy,L_ _ ( (9 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this day of 20 ?D BARBARA H. TANDY Notary Public, State Of New York No. 01 TA6086001 _ Qualified In Suffolk County Commission Expires 01/13/20 a3 Notary Public, vff-6IK. County- �o��OP SOUTyo6 # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION . I V-15e NDATION 1ST [ ] ROUGH PLSG. [ FOUNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARK :� ►n¢�." � -24 ytim I 9k _ I DATE l-_ INSPECTOR V%A'o �o�aOF 50Ulyo� # # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. VOUNDATION 2ND [ ] INSULATION RAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING i REMARKS: J v � rot rar �s�Y y DATE 1 INSPECTOR # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR q�wj �"OE So(/T�° TOWN OF SOUTHOLD BUILDING DEPT. 765.1602 INSPECTION [XFO DATION 1ST [ ] UGH PLEG. DATION 2ND [ INSULATION I✓�ING /STRAPPING [ ] FINAL v [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [eECTRICAL (FINAL) CODE VIOLATION [ ULKING Alp E A13I% GkkkWe, C04,--',V D 66Q �M-Vl l DATE INSPECTOR Lt� o _6 aV SOUTy * # TOWN OF SOUTHOLD BUILDING DEPT. cou766-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REM KS: VW . r � DATEINSPECTOR f # TOWN-OF SOUTHOLD-BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROU H PL13G. [ ] FOUNDATION 2ND [ ] I ULATION/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: A VA 0,VVZ4- PWV n w "It%( &AV�-A I N�� �L I V!lt DATE INSPECTOR LJA/ �)Ir)41 �o��Of S00ryo Ll M JL�/l a�. v l f f # TOWN OF SOUTHOLD BUILDING- DEPT.- �o • �o `y�ouNn ' 765-1802 INSPECTION [ ] FOUNDATION 1ST - [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ]' FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [� [ ] CODE VIOLATION ] PRE C/O REMARKS: C� �jf! 0,A �-o u6A I ro G7 v� IlLcj 0J DATE , INSPECTOR �" pFSOUlyo6 TOWN OVSOUTHOLD BUILDING DEPT. �yrourm '' 765-1802 - INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND . [ ] I ULATION/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: rl V a —Swum 0 vv fid✓ cy)It DATE INSPECTOR Aberdeen Building Consulting, Inc PO Box 62 Brightwaters NY 11718 877-492-9800 http://AberdeenBuildingConsulting.com August 25th, 2020 RE: 9325 Main Bayview Av, Southold NY Building shell leakage Conditioned floor area: 2027 sq. ft. Conditioned volume, including great room extra ceiling height: 18,686 cubic ft. Blower door reading: 783 cubic feet per minute under 50 pascals of pressure (783 CFM 50). This equates to shell leakage of 2.51 air changes per hour (2.5 ACH 50). Duct leakage to outside Single system serves 2027 sq. ft. Duct blaster reading with house pressurized to 25 pascals: 51 CFM, which equates to 2.5 cubic feet per minute per 100 sq. feet. Best regards, MATTHEW WYNNE Certified HERS Rater#2214533 H O V'y L' L N E RG Y Load Short Form i � ; ." -D U V 1� f Job: 9325 Main Bayview Rd 5 0 L t r T t 0 N 5 � Bate• 9/23/2020 Whole Houser �' Byp Marvin Murillo Home Energy Solutions 0 OCT 1 - 7'j' 187 1\aLeJii s� ' tji 187E Main St,Huntington,NY 11743 Phone 631-673-0664 Email GDLaMay3@gmad coin Web www home-energysq(uti°nS cnm;.�.,�,,4 Project Information For: Calabrese Residence 9325 Main Bayview Rd, Southold, NY 11971 f ,T r u n_1ra Design Information Htg Clg Infiltration Outside db(°F) 11 83 Method Simplified Inside db(°F) 72 75 Construction quality Average Design TD(°F) 61 8 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/Ib) 33 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Amana Make Amana Trade AMANA Trade AMANA Model AMES960804CNA Cond ASX160371A AHRI ref 203400994 Coil CHPF4860D6D+AMES960804CNA AHRI ref 203487797 Efficiency 96.1 AFUE Efficiency 12.5 EER, 15 SEER Heating input 80000 Btuh Sensible cooling 25200 Btuh Heating output 77000 Btuh Latent cooling 10800 Btuh Temperature rise 58 OF Total cooling 36000 Btuh Actual air flow 1200 cfm Actual air flow 1200 cfm Air flow factor 0.030 cfm/Btuh Air flow factor 0.053 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.81 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bedroom 1 174 5158 2127 153 112 Great Room 249 4788 5290 142 278 Bath 1 68 1396 310 41 16 Hall 44 0 0 0 0 Bedroom 2 160 4281 2396 127 126 Foyer 86 1722 393 51 21 Dining Room 162 3201 1925 95 101 Pantry 30 1426 680 42 36 Mudroom 130 3919 1427 116 75 Stairs 56 0 0 0 0 Master Bedroom 248 6323 2724 188 143 Master Bath 137 3210 873 95 46 W.I.0 1 52 0 0 0 0 W.I.0 2 52 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. +.._ * wrights6f", 2020-Sep-23 10 30 53 ,,�,, Right-Suite@ Universal 2019 19 0 19 RSU25299 Page 1 d+m .J-S-D_Main Bayview Road-Calabrese Residence rup Calc=MJ8 Front Door faces W PWPR 23 0 0 0 0 Kitchen 247 5002 4690 148 246 Hall 1 85 0 0 0 0 Whole House 2000 40426 22834 1200 1200 Other equip loads 6577 825 Equip. @ 0.88 RSM 20748 Latent cooling 5575 TOTALS I 2000 I 47003 26323 I 1200 1200 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 9l4 ri ghtso t- 2020-Sep-23 10 30 53 Right-Suite®Universal 201919019RSU25299 Page Acs JS-D_Main Bayview Road—Calabrese Residence rup Calc=MJ8 Front Door faces W N Foundation Nediaacal tegenA ---------- sneeIeiela SuoabTrok n.____-_A—j S�e Mei Rdum Thmk Flexed n(�� ti � $uppyGoU3Regsros w .� Gn]sR�gs@rAflwe A. Wan GdelRegder 6" 5„ 6x, 6" 7„ 10„ Basement Sup Res 24 x 10 4x10 8x10 24x10 k - - -12x10 - - - - - 15x16 1 16 16" 8x16 Ret Riser rRetr,16" Crawlspace Ret Reser 7„ 15 x 16 16" 4" 5" 4" 6" 5" Job#: 9325 Main Bayview Rd Home Energy Solutions Scale: 1 : 110 Performed by Marvin Murillo for: Page 1 Calabrese Residence 187 E.Main St RightSuite®Universal 2019 9325 Main Bayview Rd Huntington,NY 11743 19.0.19 RSU25299 Southold,NY 11971 Phone-631-673-0664 2020-Sep-2310:31 21 www.home-energysolutions.com GDLaMay3@gmail.co ...iew Road—Calabrese Residence.ru N ' 1st Floor ae T ---------_ Slew Metal 9�*Trunk_ 94 cfm �.-- --0 Shcet Me�RaNn Tnmk — —�M X95 cfin � s�ywzaa� x-94 cfm Master Bath A �1 Wal[GnOeRf tel 77 cfm Master Bedroom 0-77 cfm 39 cfm 139 cfm 246 cfm Bedroom 1 Hall 1 Great Room PWDR W.I.0 1 WIC 2 Bath 1 Hall Ret Riser Kitchen 685 cfm 1116- Ret Rise x--41 cfm 16" 16" 553 cfm 16„ Stairs Mudroom ®—64 cfm 116 cfm--0 Bedroom 2 Dining Room 42 cfm Foyer Pantry 64 cfm 51 cfm 101 cfm 1 1 � Garage Job#: 9325 Main Bayview Rd Home Energy Solutions Scale: 1 : 110 Performed by Marvin Murillo for: Page 2 Calabrese Residence 187 E.Main St RightSuite®Universal 2019 9325 Main Bayview Rd Huntington,NY 11743 19.0.19 RSU25299 Southold,NY 11971 Phone:631-673-0664 2020-Sep-2310:31:22 www.home-energysolutions com GDLaMay3@gmail.corriew Road—Calabrese Residence.r d-1@A M E' ENERGY Manual S Compliance Report Job: 9325 Main Bayview Rd 5 0 L U T 10 N'S Date: 9/23/2020 Whole House By: Marvin Murillo Home Energy Solutions 187E Main St,Huntington,NY 11743 Phone 631-673-0664 Email GDLaMay3@gmail com Web www home-energysoluhons com Project • • For: Calabrese Residence 9325 Main Bayview Rd, Southold, NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 82.7°F Sensible gain: 23658 Btuh Entering coil DB: 75.8°F Outdoor design WB: 70.9°F Latent gain: 5575 Btuh Entering coil WB: 63.5°F Indoor design DB: 75.0°F Total gain: 29233 Btuh Indoor RH: 50% Estimated airflow: 1200 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Amana Model: ASX160371A+CHPF4860D6D+AMES960804CNA Actual airflow: 1200 cfm Sensible capacity: 29913 Btuh 126%of load Latent capacity: 6856 Btuh 123%of load Total capacity: 36769 Btuh 126% of load SHR: 81% Heating Equipment Design Conditions Outdoor design DB: 10.6°F Heat loss: 47003 Btuh Entering coil DB: 65.8°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop furnace Manufacturer: Amana Model: AMES960804CNA Actual airflow: 1200 cfm Output capacity: 77000 Btuh 164% of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. wir-ightsoft. 2020-Sep-23 10 30 53 e„.L'.�►r�-+� <. •, .a,_, Right-Suite®Universal 2019 19 0 19 RSU25299 Page 1 rnj4 J-S-D_Mam Bayview Road—Calabrese Residence rup Calc=MJ8 Front Door faces W 14 Ow NI E E N E KO y Duct System Summary Job: 9325 Main Bayview Rd s O LUT I Cs x 8 Date: 9/23/2020 , Whole House By: Marvin Murillo Home Energy Solutions 187E Main St,Huntington,NY 11743 Phone 631-673-0664 Email GDLaMay3@gmail com Web*www home-energysolutlons com Project • • For: Calabrese Residence 9325 Main Bayview Rd, Southold, NY 11971 Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.37 in H2O 0.37 in H2O Available static pressure 0.33 in H2O 0.33 in H2O Supply/return available pressure 0.174/0.156 in H2O 0.174/0.156 in H2O Lowest friction rate 0.058 in/100ft 0.058 in/100ft Actual air flow 1200 cfm 1200 cfm Total effective length(TEL) 571 ft SupplyDetail 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 Bath 1 h 1396 41 16 0.063 4.0 Ox 0 VIFx 72.0 205.0 st1 C Bedroom 1 h 2579 77 56 0.065 5.0 Ox 0 VIFx 73.0 195.0 st1 B Bedroom 1-A h 2579 77 56 0.063 5.0 Ox 0 VIFx 72.0 205.0 st1 C Bedroom 2 h 2141 64 63 0.065 5.0 Ox 0 VIFx 82.5 185.0 st1 B Bedroom 2-A h 2141 64 63 0.058 5.0 Ox 0 VIFx 80.0 220.0 st1 C Dining Room c 1925 95 101 0.084 6.0 Ox 0 VIFx 61.5 145.0 st1 Foyer h 1722 51 21 0.063 4.0 Ox 0 VIFx 74.0 200.0 st1 B Great Room c 2645 71 139 0.077 7.0 0x0 VIFx 50.5 175.0 st1A Great Room-B c 2645 71 139 0.078 7.0 Ox 0 VIFx 58.5 165.0 st1A Kitchen-A c 4690 148 246 0.090 10.0 Ox 0 VIFx 37.5 155.0 st1 Master Bath h 3210 95 46 0.087 6.0 Ox 0 VIFx 25.0 175.0 st1 Master Bedroom h 3161 94 72 0.084 6.0 Ox 0 VIFx 36.5 170.0 st1 Master Bedroom-A h 3161 94 72 0.086 6.0 Ox 0 VIFx 36.5 165.0 st1 Mudroom h 3919 116 75 0.076 7.0 Ox 0 VIFx 48.0 180.0 st1 Pantry h 1426 42 36 0.084 4.0 Ox 0 VIFx 45.5 160.0 st1 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1 Peak AVF 1200 1200 0.058 720 16.5 10 x 24 ShtMetl st1A Peak AVF 515 553 0.058 663 12.3 10 x 12 ShtMetl st1 st1 B Peak AVF 373 275 0.058 671 10.6 10 x 8 ShtMetl st1A st1 C Peak AVF 182 135 1 0.058 654 1 8.1 1 10 x 4 ShtMetl st1 B .,,, wlrigltttsolft" 2020-Sep-23 10.30 53 REA J-S-.�..•,�.r-'W-?e.�..z Right-Suite@)Universal 2019 19 0 19 RSU25299 Pagel D_Main Bayview Road-Calabrese Residence rup Calc=MJ8 Front Door faces. W 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 Oxo 515 553 270.5 0.058 396 16.0 Ox 0 VIFx rt1A rb2 Ox 0 685 647 206.0 0.076 491 16.0 Ox 0 VIFx rt1 TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1 Peak AVF 1200 1200 0.058 720 16.5 16 x 15 ShtMetl rt1A Peak AVF 515 553 0.058 622 12.3 16 x 8 ShtMetl rt1 uvrihtoftlp 2020-Sep-23 10 30 53 A=, Right-Suite®Universa1201919 0 19 RSU25299 Page 2 J-S-D_Main Bayview Road—Calabrese Residence rup Calc=MJ8 Front Door faces W Project Summary Job: 9325 Main Bayview Road wrightsoft® Date: Jun 25,2019 Entire!louse By: Kenneth D.Pt¢inas WebREPS, LLC Plan: 9325 Main Bayview Road 188082nd,Oq �V FL 32966 Phone:800-8103280 Fax 888.971-2999 Emil rrrenualt@webrepsusa.comftb:wuw.FMlCWebGroupmmLicense:CAC054709 Project • • 1 Z®19 For.1 Doug Scharadin,AMP Architecture .� 1540 Main Road,Mattituck,NY 11952 Phone:631-521-4505 Cell Fax:Office 516-214-0160 r Email:dscharadin@amparchitedcom Calabrese Residence,9325 Main Bayview Road Southold,NY 11971 �j3 4d Deslqn Information Weather. Southold,NY,US Winter Design Conditions Summer Design Conditions Outside db 18 OF Outside db 82 OF Inside db 70 OF Inside db 75 OF Design TD 52 OF Design TD 7 OF Daily range L Relative humidity 50 % Moisture difference 35 grub Heating Summary Sensible Cooling'Equipment Load Sizing Structure 13752 Btuh Structure 16020 Btuh Ducts 2424 Btuh Duds 496 Btuh Central vent(72 cfm) 4089 Btuh Central vent(72 dm) 555 Btuh Outside air Outside air Humidification 4564 Btuh Blower 1707 Btuh Piping 0 Btuh Equipment load 24829 Btuh Use manufacturer's data Rate/swing multiplier 1.00 Infiltration Equipment sensible load 18777 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 0 Structure 3447 Btuh Duds 1188 Btuh Central vent(72 cfm) 1723 Btuh Heating Cool' Outside air Area(ft) 1402 1402 Equipment latent load 6358 Btuh Volume(fia) 14019 14019 Air changesmour 0.16 0.08 Equipment Total Load(Sen+Lat) 25135 Btuh Equiv AVF(cfm) 37 19 Req.total capacity at 0.75 SHR 2.1 ton Heating Equipment Summary Cooling Equipment Summary Make Goodman Mfg. Make Goodman Mfg. Trade GOODMAN Trade GOODMAN Model GMEC960403ANA Cond GSX130301 L AHRI ref 10515332 Coil CAPF3030C6D AHRI ref 201526467 Efficiency 96.1 AFUE Efficiency 11.5 EER,13 SEER Heating input 40000 Btuh Sensible cooling 21300 Btuh Heating output 38000 Btuh Latentcooling 7100 Btuh Temperature rise 36 OF Total cooling 28400 Btuh Actual airflow 947 cpm Actual airflow 947 cfm Airflowfador 0.059 dm/Btuh Airflowfador 0.057 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.75 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. .� -FP-wrightsmft- 2019-Jul-0815-54-.08;�. Poght-SuiteOUniversal 201919.0.09 RSU16998 CCLPage 1 ACCK ...AMPArchicte�re(Iswc)W1ainBayAewRoadsup Calc=MJ8 Front Door faces:SW C1 56 MN Bay Av-e, Project SJob: 9325 Main Bayview Road wrightsofts Summary Date: Jun 25,2019 Entire House By. Kenneth D.Pudnas WebREPS, LLC Plan: 9325 Main Bayview Road 1880 82nd/Venue Suite#203,Vero Beach,FL 32966 Phone:800-810-3280 Fax 888-971-2999 Email,manualj@webrepsusa.comWab:www.HYMebGroup.com License:CAC054709 • ect Information For. Doug Scharadin,AMP Architecture �"��� ARC 15400 Main Road,Mattituck,NY 11952M. Phone:631-521-4505 Cell Fax:Office 516-214-0160 Email:dscharadin cf amparchitectcom Notes: Calabrese Residence,9325 Main Bayview Road Southold,NY 11971 � p Design • • 0 _ OF NE Weather. Southold,NY,US Winter Design Conditions Summer Design Conditions Outside db 18 OF Outside db 82 OF Inside db 70 '°F Inside db 72 OF Design TD 52 OF Design TD 10 OF Daily range L Relative humidity 50 % Moisture difference 42 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 28894 Btuh Structure 22892 Btuh Ducts 3202 Btuh Duds 787 Btuh Central vent(72 cfm) 4089 Btuh Central vent(72 dm) 792 Btuh Outside air Outside air Humidification 16555 Btuh Blower 1707 Btuh Piping 0 Btuh Equipment load 52739 Btuh Use manufacturer's data y Ratelswing multiplier 1.00 Infiltration Equipment sensible load 26178 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 0 Structure 5328 Btuh Central vent(72 cfm) 2037 Bttuuh n Heating Cool" Outside air Area(ftz) 1402 140 Equipment latent load 8912 Btuh Volume(T) 14019 14019 Air changesthour 0.16 0.08 Equipment Total Load(Sen+Lat) 35090 Btuh Equiv AVF(cfm) 37 19 Req.total capacity at 0.75 SHR 2.9 ton Heating Equipment Summary Cooling Equipment Summary Make Daikin Make Daildn Trade DAIKIN MANUFACTURING COMPANY,... Trade DAIKIN Model DM96VC0804CNA Cond DX16SA0421A AHRI ref 7368884 Coil CSCF4860N6D+DM96VC0804CNA AHRI ref 7362675 , Efficiency 362675 - Effiaency 96.1 AFUE Efficiency 12.5 EER,15 SEER Heating input 80000 Btuh Sensible cooling 30000 Btuh Heating output 77000 Btuh Latent cooling 10000 Btuh Temperature rise 53 OF Total cooling 40000 Btuh Actual airflow 1333 ctrn Actual airflow -1333 cfm Airflowfador 0.042 dmBtuh Airflowfactor 0.056 dm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.75 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -'I'- Mrightsoft® 2019-Jul-3011:16:57 - Right-SwiaeUniversal 2019 19.0.09 RSU1 6998 Page AM ...e(Doug)19325MamBayview Road(Calabrese).rup Calc=MJS Front Door faces:SW o 13112 • • • • COMMENTS FOUNDATION (IST \ _,Air: p 10 �Zil Z/ PLUMBINGIMROUGH FRAMING& IBM% 1FTW_JL - 1: '� A 41 INSULATIONPER N.Y.. STATE ENERGY CODE OPT jLTC Ste''" s 0, Jim / lifillc�t.�iIIA eiiw�/IL 1� •� �_. "AM •4W o � � M ' ilk V; TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BU%DING DEPARTMENT Do you have or need the following,before applyinEp 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. T Check Septic Form NY.SDEC Trustees C O Application Flood Permit Examined 201 Single&Separate Truss Identification Form Storm-Water Assessment Form r _ 9 Contact: 20� Approved ('� Mail tor•.J �n t �Q/r Disapproved a/c I 7 Phone D ��� 20 D AB ector JUN 2 2018 APPLICATION FOR BUILDING PERMIT Date a ,20 1 BUMDING DEPT. INSTRUCTIONS TOWN OV Sr MD MUST be completely filled in by typewriter or in ink and submitted to the Budding Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways c.The work covered by this application may not be commenced before issuance of Building Permit d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the 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 mtenm,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. (Signature of applicant or name,if a corporation) (Mailmg address of applicant) State whether applicant is caner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises 0.P-&12 e- (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. 1. L9oa3o1i of land on whi ri sed work will\b!e done: 90 House Number Street f Hamlet l County Tax Map No.1000 Section Block Lot C�-f7 l Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intende use d occupancy of proposed construction: a. Existing use and occupancyg-ca� t.�' I&✓ b. Intended use and occupancy Er O 1 IM r�5 ��`�-�- 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (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 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 o enti epew construction:Front �— Rear Depth S-(o Height a5 1-0 Number of Stories / i 9. Size of lot:Front f'a�/ —Rear •J: !Depth o73 0-0 " )pe-,a .� 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated Y2— 40 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NOX 13.Will lot be re-graded?YES NOill excess fill be removed from premises?YES NO 14.Names of Owner of premises(2a-&11M9C- Address Phone No. Name of Architect Address Phone No Name of Contractor • a.C;>• Address Phone No. / 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO k- *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REE RED. b.Is this property within 300 feet of a tidal wetland?*YES NO 1/ *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 OFA 1 J being duly sworn,deposes and says that(s)he is the applicant (Name of individual sikning contract)above named, D WHO (S)He is the b e 515Cd�� COQ I-SMte of Ne u York (Contractor,Agent,Urporate Officer,etc.) Notary N D�gV818 Gou�tY n SCKulntnof said owner or owners,and is duly authorized to perform or have performed the said work and t61gdWr#;O1 sWg�that all statements contamed in this application are true to the best of his knowledge and beli� a work will be performed in the manner set forth in the application filed therewith Sworn to before me this 01 ^� aacz4k day of 20 otary Public Sign tore of AV icant d°s�` '�� ATO R AMIWA\TE K Scott A. Russell SUPERVISOR MANAGEMENT NT SOUTHOLD TOWN HALL-P.O.Box 1179 v- 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold O,f CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET fJ U N 2 6 2018 ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FO Id)WINQ ? Yes (CHECK ALL THAT APPLY ( No - ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of round surface. q g ! 1 ❑ B. Excavation or filling involving more than 200 cubic yards of material ( within any parcel or any contiguous area. ❑L�"C. Site preparation on slopes which exceed 10 feet vertical rise to j 100 feet of horizontal distance. 1:1[3/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. I 1 ❑ 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 it 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 with your Building Permit Application. I -- I. S.C.T.M. #: 1000 Date: tt APPLICANT. (Property Owner,Design Professional,Agent,Contractor,Other) C ¢ ih�LstriM ^ r I i NAME:- 'vv 1 C� ✓ 6PLO Section Block Lot !I FOR BUILDING DEPARTMENT USE ONLY**** (a �, Contact Information L� U 1 0< y. —( 5gnso nc,G p �o����o-Go ! Reviewed B { Date: cif Property Address/Location of Construction Work: !? h — — — — — — — — — — — — — — — — — (�, ij i3 Approved for processing Building Permit. f✓ i ; ❑ Stormwater Management Control Plan Not Required.- - - - - - - - - - - - - - - { fc� c � j Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) Ic ---- _ ----- - ------ -- -- ------—_ - _ FORM * SMCP-TOS MAY 2014 APPLICANT. S.C.T.M.#; 1000 (Property owner,Design Professional,Agent,Contractor,Other) - - —- —D— Zee- 10SUR:Q4. CHAPTER 236 Stormwater Management Control Plan CHECK LIST AME: Section Block Lotz S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Im PrircThea�C It �� �S Date: � ( �/ �� applicant must provide a Complete Explanation and/or Reason for not providing (p.� b all Information that has been Required by the following Checklistl ,p Igna[ure 'Idtph—MmW 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 Here! YE NO NA show all of the following items If you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries 0 b. Total Site Acreage. 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. 0 e. Limits of Clearing & Area of Proposed Land Disturbance. 0 r5ut nut be finifted to*; f. Existing &Proposed Contours of the Site (Minimum Z Intervals) Shall include g. Location of all existing& proposed structures, roads, A well maintained o driveways, sidewalks, drainage improvements& utilities. Wire Backed Sift Fencing,s h. Spot Grades& Finish Floor Elevations for all existing& Seeding of exposed and/or inactive soltS. proposed structures. I. Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). DRAINAGE- 1. Location of proposed concrete washout area(s). ARE REQUIRE M. Location of all proposed erosion&sediment control measures. Engineering at 765-1560 b,fors 2. Stormwater Management Control Plan must include Calculations showing cavi a Engineer's Qertifi that that the stormwater improvements are sized to capture,store,and infiltrate rainage has been in stalip f,on-site the run-off from all impervious surfaces generated by a two(2•)inch um 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. iftiTILDINGD - c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) TOM OF SOUMOLD d. Leaching Structures (e.g infiltration basins,swales,etc.) OF R ENGINEERIN EPARTMENT USE ONLY* * ---�— - Additional Information is Required. Reviewed & Stormwater Management Control Plan is Not Complete. I j Approved By: � — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. If Date: —Z� I ® SMCP has been approved by the Engineering Department. f� FORM # SWCP Check List-TOS MAY 2014 soUry®� - Town Hall Annex J FPoh!'(g()?g 9' "1 54375 Main Road �cc� s g P.O.Box 1179 r er. ioW�n1S7OU5Io n.ud 1V �Y i so>nr►ala,1VY 11971-0959 of,� l AUG 13 2019 L:` / obi r a.?;nd-r DEPT. BURDI G DEPARTNW24T • `^� i it k 1C TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL-INSPECTION REQUESTED BY: /NG p,rr P►N 7-p Date: - 13-19 Company Name: I EL -i I C /NC. Name: �( Pt NT 1 r License No.: 3 3 o Z5 ME Address: Ifo New YOA KAV-S, uArrin&?pN 713 g, Phone No.: &31 - 3—1 a9 j CEI ,#1 ti(o'790 --73 '7q JOBSITE INFORMATION: (*Indicates required information) *Name: OVA/M/1 4 TO NNC C&A,89 ES-E *Address: 3 aS MAIN 8&YV1C-RJ *Cross Street: YIG7DP l A )>gl Ve *Phone No.: 6 3!- 73 g-704o Permit No.: '4 32 4/ Tax-Map District: 1000 Section: < Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) Maj 1= �f/VGL�- �o�Y �QEslbir4tl� (Please Circle All That Apply) *Is job ready for inspection: / NO Rough b Final *Do-you need a Temp Certificate: - yep No Temp Information Qf needed) 'Se ' e: 4 has 3Phase 100 450 ,I300 350 400 Other *Nevi Service: Re-connect n erg oun Number of M ters' hange of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION P4, ,j 9q-no \ 07 b......nof fnr Incnnrfinn Form I l9 • ��old - Town FIaD Annex #i J�( [� ko , ( �5W5-Main Road row- Al. 1 le .rl .0 P.O.Box 1179 E � P sow,Nit 11971-0959 AUG 13 2019 �'1Uat1'I, :RUI DI$G DEPT. BUnDING DEPARTMENT 701YN or soy t TOWN,.OY SOTTTHO D OLD APPLICATION FOR ELECTRICi4L INSPECTION ` REQUESTED BY: �//n/G�I�fT Pt N T 1 Date: Company Name: ! E 1 NC., Name: Y Pi!�-s License No.: 33025 M E ress: a K v�. u�Nom- OA 3 hone No. 31 - 3-1, I Com,# JOSSITE INFORMATION: (*Indicates required infonnat ori) "Name: f0YANN! . T WINE CALABRESE, *Address: ' -S aS -Mikuy ✓I E-W Rbi *Cess Street: YI L''T'oR !A b Rl 1!E *Phone No.: 43t- 734-7040 Permit No, 32,41 Tax-Map District: 1000 Section: $ Block: Lot:�p *BRIEF DESCRIPTION OF WORK(Please Print Clearly) Akjchow -P uG oAl eF /NG - �l�r�I�.Y ���'/Di✓n/cam (Please Circle All That Apply) *Is job ready for inspection: _ / NO Rough t final Vo-you n I a Terrrp CertiTicate: yes o Tep information(If.needed}, , * 313hase 100 150 A� 300 350 400 Other Re6onne0t uloull dumber of- e- rge-of-Service Ovedmd Addifional Information: PAYMENT DUE WITH APPLICATION- 0—~+fAr PPLICATIO0.....~+fnr Inena.-Nn+Fnrm PERMIT# Address: � S Switches l � Outlets GFI's rr ` I Surface 4I Z Sconces AH's UC Lts a C� Fans Fridge HW Exhaust Z Oven Dryer Smokes I ` DW Service Generato Micro r's�1 " Carbon � _ Combo ��I Cooktop � Transfer AC A" - - Mini - J Special:S I Comments. d 631 765-1802 Tele Town Hall Annex hone� P ( ) 54375 Main Road Fax(631)765-9502 P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE__ OF_UTILIZATION OF TRUSS TYPE"CONSTRUCTION, PRE-ENGINEERED, WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date; • a 5. 1 Owner: A,49 ro— Location of Property: _- _ �� _--__ - V/- �aJ «- Please take notice that the (check applicable line): (/ 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): j Truss type construction (TT) t/ Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) 1.>� Roof framing (R) Floor and roof framing (FR) Signature:_ Name (person submitting this fom O't'rl - - - - - Capacity(check applicable line): Owner Owner representative TrussRegl5.docx Effective 1/1/2015 DX 19'7 C VTC4oc,�,�j MY)t9 35 Auc u s-r q, ao a o Pout Lb i, G - P.o, (6ti-A 1 `�9 SuvTHO Lh ) NY l l 9 '7 f GX-N-r�-C'►eV ; € E , Q315 MAj&/ �,�4yV��w Rb., Soo-n4oL-b Ct e v Apfiu i CAL BRzse, AvY1 KEau&s-r/ac, A 6-M anIi H 'V—XTEN.SI o/J DF bu l Lb/KG peKtn IT # q � a q 1 ` L,,6w lkbvrsc: RS&ARh NG AG-au ( AE-Mr-1VTS -�o C)B'r&i&v CeKi Flcm-r- of OcwPAcivcy, Yo,v. d A U G - 7 2020 BIDING DEPT. r,.rrHOLD !UUFidelity National Title INSURANCE SERVICES, LLC D [ECIEVIE ' TITLE N1. 7404-001313 JUL 1 8 2018 District: 1000 Section: 088.00 BUILDING DEPT. Block: 03.00 TOWMI 07 ,1e%T7UOLD Lot: 020.000 Town of Southold,New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC certifies that the above-captioned property has been in single and separate ownership of Giovanni Calabrese and his/her predecessors in title since prior to 06/30/83 except as follows: (see attached chains of title) No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty Five Thousand Dollars ($25,000.00) and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated: July 18, 2018 FIDELITY NATIOML TITLE INSURANCE SERVICES, LLC BY: ` JE&JUVA Sworn to before me this 18th day of July, 2018 Notary Public SANDRA J.GOLESM i otoy Public,431GOSOM467 SuNk Countj%Now York Commission expires:Aub.Z9,20 vi Fidelity National Title n, INSURANCE SERVICES, LLC TITLE NO. 7404-001313 STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) JEAN DUVA, being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM: 1000—088.00—03.00—020.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 06/30/83. SUBJECT PREMISES: 1000—088.00—03.00—020.000 Grace Edson Dated: 06/02/73 To Rec'd: 06/19/73 Theodore A. Eiring and Liber: 7422 cp 90 Theodore J. Eiring joint tenants with right of survivorship Theodore J. Eiring died 1979. Theodore A. Eiring died 10/26/2012 Probate #2013-681 Kings County. Stephen C. Gutleber was appointed executor. Stephen Gutleber, as executor of the estate of Theodore A. Dated: 05/12/2016 Eiring under the last will of testament of Theodore A. Eiring Rec'd: 06/13/2016 Late of Kings County Liber 12867 cp 624 TO Giovanni Calabrese LAST DEED OF RECORD FIDELITY NATION41, TITLE INSURANCE SERVICES, LL BY: J N UVA Sworn to before me this 18th day of//July, 2018 Ah�6w Notary Public SANDRA J.GOLESKI Notuy Public,9010050322467 sawk County;Now Y011h �d Commission haN;Aug.29,20 =1Ql Fidelity National Title oil t t INSURANCE SERVICES,LLC TITLE NO. 7404-001313 PREMISES WEST: 1000—088.00—03.00—001.000 Vito Altieri and Angela Altieri Dated: 05/03/79 To Rec'd: 05/11/79 A._Stuart Harvey and Catherine Harvey Liber: 8623 cp 388 No proof of dead found Catherine Harvey n/k/a Catherine Falmer, Dated: 03/20/91 as surviving tenant of A. Stuart Harvey Rec'd: 04/02/91 To Liber: 11241 cp 338 Helen Okula Helen Okula n/k/a Helen Browne Dated: 12/16/08 To Rec'd: 12/30/08 Jan Szczecina and Anna Gawrys Liber: 12576 cp 400 LAST DEED OF RECORD FIDELITY NATION TITLE INSURANCE SERVICES, LLC BY: JEA"DA Sworn to before me this 18th day of July, 2018 Notary Public SANDRA J.GOLESKI Notafy Public,#0I GO5032467 SuffiDik county,Now y a'k Commission area:Aug.29,20 = I F Fidelity National Title INSURANCE SERVICES,LLC TITLE N0. 7404-001313 PREMISES EAST: 1000—088.00—03.00—023.001 George L. Penny IV Dated: 03/31/80 To Rec'd: 04/10/80 Edward Kruk and Lydia Kruk, his wife Liber: 8804 cp 393 Edward Kruk and Lydia Kruk, his wife Dated: 12/31/86 To Rec'd: 01/23/87 Paul C. Matthews III Liber: 10232 cp 461 Paul C. Matthews III Dated: 06/12/01 To Rec'd: 06/19/01 Homes Anew I Ltd. Liber: 12125 cp 44 LAST DEED OF RECORD FIDELITY NATION TLE INSURANCE SERVICES, LLC BY: JEA� D VA Sworn to before me this 18th day of July, 2018 4/ m4 ,�.4&&, Notary Public SANDRA.➢.GOLESKI No,ary public,goo 0,05032467 Stiftcounty,%lm'yo*® f commission Exfts3:Aug. Fidelity National Title INSURANCE SERVICES,LLC TITLE NO. 7404-001313 PREMISES NORTH: 1000—079.00—06.00—034.000 Edward Nidds Dated: 06/29/56 To Rec'd: 07/06/56 Walter J.Nask Liber: 4139 cp 310 Walter J.Nask Dated: 03/02/01 To Rec'd: 03/21/01 Robert Swedbarg and Jane Swedbarg, his wife Liber: 12109 cp 40 0 Robert Swedbarg and Jane Swedbarg Dated: 03/28/04 To Rec'd: 05/18/04 Gretchen Martini Liber: 12319 cp 856 Gretchen Martini Dated: 05/10/10 To Rec'd: 05/24/10 Joseph Clements and Caroline Clements, his wife Liber: 12625 cp 673 Joseph Clements and Caroline Clements Dated: 09/04/15 - To Rec'd: 09/17/15 Caroline Clements Liber: 12832 cp 725 LAST DEED OF RECORD FIDELITY NATIO TITLE INSURANCE SERVICES, LLC BY: JE"D VA Sworn to before me this 18th day/ of July, 22018 Notary Public SANDRA J.GOLESKI Notary Public,909GO-'032467 Suffolk Countj,New York /�l Comminlon Expieex:Aug.29,2Q „ ”"' Fidelity National Title INSURANCE SERVICES,LLC TITLE N0. 7404-001313 PREMISES NORTH: 1000—079.00—06.00—035.000 Edwards Nidds Dated: 05/12/70 To Rec'd: 05/14/70 Town of Southold Liber: 6742 cp 112 LAST DEED OF RECORD FIDELITY NATION ITLE INSURANCE SERVICES, LLC BY: JE VA- Sworn to before me this 18th day of July, 2018 Notary Public SANDPW.GO ESK0 Notary Public,901 C-05021,67 Suffolk County,Not-.,York CoBCIPBOIS9o11 E6p31©S:Am.29.20 Ul Fidelity National Title n. INSURANCE SERVICES,LLC TITLE NO. 7404-001313 PREMISES NORTH: 1000—079.00—06.00—036.000 Walter Pulley and Gloria Pulley, his wife Dated: 04/13/67 To Rec'd: 04/17/67 Joseph Waldvogel and Grace Waldvogel, his wife Liber: 6139 cp 86 Joseph Waldvogel and Grace Waldvogel, his wife Dated: 11/17/01 To Rec'd: 12/20/01 William Lombardi and Phyllis, Lombardi, his wife Liber: 12159 cp 445 William Lombardi and Phyllis Lombardi, his wife Dated: 10/15/03 To Rec'd: 11/06/03 Zoumas Contracting Corp. Liber: 12282 cp 208 Zoumas Contracting Corp. Dated: 04/21/05 To Rec'd: 05/02/05 James Coulianides and Emanuel Coulianides,tenants in common Liber: 12384 cp 956 James Coulianidis and Emanuel Coulianidis Dated: 12/01/05 To Rec'd: 05/17/06 James Coulianidis and Liber: 12450 cp 630 Athanasia Coulianidis, his wife (as to 50% interest) and Emanuel Coulianidis and Athanasia Coulianidis, his wife (as to 50% interest) LAST DEED OF RECORD FIDELITY NATION TITLE INSURANCE SERVICES, LLC BY: JEA DU A Sworn to before me this 18th day of July, 2018 A� Notary'Public SANDRA I GOLESKI Note y Public,#09 nod0s2467 suriolk County.K'StAj Y00A Commission moires:Aug.29,20 ='ILII Fidelity National Title New INSURANCE SERVICES,LLC TITLE N0. 7404-001313 PREMISES SOUTH: MAIN BAYVIEW ROAD FIDELITY NATIONTITLE INSURANCE SERVICES, LLC BY: JE D VA Sworn to before me this 18th day of July, 2018 Notary Public Notcfy Ppb 19a,�i0LEESKI 050SM7 Suffdk County,r6w yi or%bo COMMIsslOn Explrss:Aug.29. nco J=�3 �'�s SITE PLAN FOR GIOVANNI & JOANNE CALABRESE GSS k L �9LdD PAGE 1 OF 2 P GUcNC AldLoc�L v� SURVEY OF PROPERTY SITUA TE RECEIVEo BAYVIEW s -4 TOWN OF SOUTHOLD JUL f ��' 0 6 °01) �° SUFFOLK COUNTY, NEW YORK _ 401• S.C. TAX No. 1000-88-03-20 SUM 00-NEALTH SERViCEs "�mss\ y^ ��� SCALE 1"=40' QFWASTEWATERMGT, \ APRIL 18, 2016 HEALTi�SERVICSS \ ®PPAF��tEt�'�OF \ JULY 8, 2017 ADD PROPOSED HOUSE SUFFOLK COU ST3�����®2S ®� \ Ggts ee�c C trOs JULY 24, 2018 REVISED PROPOSED HOUSE y () c0� \ AREA = 32,105 sq. ft. p t�Yi FO APR \ \ kq�R i:SIDENCG ONL \ \ 0.737 ac. NGL:"F 3L1 - \ CERTIFIED TO: \\` \\ /�8>>> GIOVANNI CALABRESE X68 ` JOANNE CALABRESE oON� aN FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC 29 - Aa. \ FOR MAV )kpPR �f EARS FR ®A Q \ E3CF'1R�— "C�i�� y� �� a�2Q \ z7s \ � 4,ho WWW �. \1240 \ ��, � 8 2U 9 s �� \\ \\ \ 4a a3QJJ UNAUTHORIZED ALTERATION OR ADDITION 'oV l TO THIS SURVEY IS A VIOLATION OF � SECTION 7209 OF THE NEW YORK STATE \ I \\,�Q=(�24.9 \ J°j EDUCATION LAW 2p�0' `aa� �,'�' 3�.J. 1Y` 6`•�� 320. 21 4 \ 0�3� �s COPIES OF THIS SURVEY MAP NOT BEARING v THE LAND SURVEYOR'S INKED SEAL OR O \ ��` EMBOSSED SEAL SHALL NOT BE CONSIDERED MPR 5 �{j e 6 ` ae \ TEST HOLE DATA TO BE A VALID TRUE COPY (TEST HOLE DUG BY NATHAN CORWIN L.S. ON MAY 26, 2017) ONLY TO TTHE SPERSION CATED FOR WHOM THE SURUVEY _ pIS PREPARED,AND ON HIS BEHALF TO THE _�J� \ ,c�FoR gpSrp,�, `\ ',�L"�� •� EL 20 3' 01 TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND a� q'`�. \ pp c 2g 'Lrs } 4"Q Q DARK BROWN SILTY LOAM OL TO THE ASSIGNEES OF THE LENDING INST- . -13 \ R// S J \ �6 th, °` � �'O' 1' TUTION CERTIFICATIONS ARE NOT TRANSFERABLE 0 Q2 TEST OLE 20 9 h U\O ° �a V�P v N • P THE EXISTENCE OF RIGHT OF WAYS 4S 1 BROWN SILTY SAND SM AND/OR EASEMENTS OF RECORD, IF c 8� 0 18 8 / a Qn �• �� 'zq \���'� 6• ANY, NOT SHOWN ARE NOT GUARANTEED. J0 S\ 1 CO /\ N • ~ \ �'� PALE BROWN FINE 4, C \\\ Um,o S' ��� \ Ov • • J \\ P� �O TO MEDIUM SAND SP PREPARED\ \ Y Q \a ITH THE MINIMUM STANDARDS I FOR TITLE N AC ASURVNCE EYS AS ESTABLISHED �/v,Q40 II °�\ • a• , • �� EL 4 0 16.3• FFOR SUCH BY THE A L 5 BY dJEaH• OR -S ADOPTED P \�Q 2 ' - F I""1 3g\j, • HIGHEST EXPECTED GROUND WATER TITLE AS IA \ 4 �\ h 1\_J/ �Y.� TEST WELL No USGS 410234072243601 S 53328 1 i 14 66 a •• \ GROUND WATER PER TEST HOLE 16 8' ��� ® ®����, •° \ \ p WATER IN PALE BROWN TO MEDIUM SAND SP .� F q 1e O 'oti PGB4o wq�R e \\\ �` F" • NOTES a 14 `yd �p _NS�� • \ `f. ? 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM �T A3 EXISTING ELEVATIONS ARE SHOWN THUS: XXX < C EXISTING CONTOUR LINES ARE SHOWN THUS:---XX---- �C�" ,° C-22. MINIMUM SEPTIC TANK CAPACITIES FOR 3 BEDROOM HOUSE IS 1,000 GALLONS. Y Lic No 50467 Yqr :.OFpq�' `\ /' 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP '� ®� 'V 3. MINIMUM LEACHING SYSTEM FOR 3 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. Nathan twin III 2 POOLS; 6' DEEP, 8' dia. ° Jac°2� �� •00 PROPOSED FUTURE 50% EXPANSION POOL o2y=� �t • ` 9pR Land Surveyor PROPOSED 8' DIA. X 6' DEEP LEACHING POOL E Successor To Stanley J Isaksen, Jr L S ® PROPOSED 1,000 GALLON SEPTIC TANK Joseph A Ingegno LS 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD Title Surveys - Subdivisions - Site Plans - Construction Layout ��Hkgrte GSFS akOBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. PHONE (631)727-2090 Fax (631)727-1727 _ a oe4c/N5. PROPOSED LOT COVERAGE = 3,200 sq. ft. OR 10.0% OF LOT AREA a OFFICES LOCATED AT MAILING ADDRESS *114 1586 Main Road P 0. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 SITE PLAN FOR STORMWATER MANAGEMENT NOTES 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION STEEL OR WOOD GIOVANNI & JOANNE CALABRESE MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING EXTRA STRENGTH FILTER FABRIC POST(TYP.) PAGE 2 OF 2 AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. REO'D.WITHOUT WIRE MESH SUPPORT 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, 10' MAX 0C SPACING DETAILS A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF W/WIRE SUPPORT FENCE 5' MAX U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING W/O WIRE SU0C FENCE PACING SURVEY OF PROPERTY AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS FLOW SITUATE OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL BAYVIEW DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS :"' — TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE ATTACH FILTER FABRIC SECURELY TOWN OF SOUTHOLD SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE � •' ' TO UPSTREAM S1DE OF POST SCREEN IS REMOVED. \i /\\ ` j SUFFOLK COUNTY NEW YORK 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, ����/�/� �\0� SILT FENCE DETAILS A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL NOT TO SCALE S.C. TAX No. 1000-88-03-20 BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT NOTES SILT FENCE SHALL BE PLACED PARALLELITO SLOPE CONTOURS TO NOT TO SCALE SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES MAXIMIZE PONDING EFFICIENCY.INSPECT AND REPAIR SILT FENCE AFTER EA H AND WHEN NECESSARY SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS SEDMENTSTORM HALLENT BE DEPOSI EDV TOSANIMENT AREA THAT WILL NOT ALLOW REMOVED APRIL 18, 2016 NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED OFF-SITE TRANSPORT JULY 8, 2017 ADD PROPOSED HOUSE AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED so' MIN 36" HIGH POLE(MAX) OR TO BE SUFFICIENT TO UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. STEEL OR WOOD POST KEEP SEDIMENT ON SITE 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. w 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. SOW HAY BALES 2"x2" STAKES w HAY BALES AND/OR (TWO EACH BALE) a SILT FENCING 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED FLOW ON THE PROPOSED RESIDENCE. GRADE o 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. COMPACTED O LL 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS /\\//\\ i_�j\\//\\// S4OPeBACKFILL DRAINAGE W OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF �� ¢ I s z FROM BEING DISCHARGED ONTO THE ROAD OR OFF—SITE. �\ ��\��\\;�� 0 --------------------- 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE ��\ /v/ 4"X 6"TRENCH �4� SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW %\ /� W/COMPACTED n` IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF BACKFILL BALES R SET IN 4 4"" TRENCH FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, ELEVATION WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE TRENCH DETAIL VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO (NOT TO SCALE) XAYDALE BARRIER ® INLETS HAY BALES AND/OR TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING (NOT TO SCALE) SILT FENCING PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION AND GROWTH. PLAN VIEW 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA - VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER NOTES: TO BE USED WHERE TOPSOIL IS NECESSARY FOR THAN 1 SQUARE FOOT IN SIZE. REGRADING & VEGETATING DISTURBED AREAS. 1. AREA CHOSEN FOR STOCKPILING OPERATIONS 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE SHALL DRY AND STABLE SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. 3. UPON COMPLETION OF SOIL STOCKPILING, EACH ROAD ExISTING GRADE OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT THE ROAD. A NON—LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH HAY BALES AND/OR OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. SILT FENCING CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. AND REQUIRED PERIOD OF USE. 2 CONSTRUCTION ENTRANCE BASE OF SLOPE OR LESS COMPACTED 3/4"STONE BLEND OR NYS, DOT APPROVED R C A STABILIZE ENTIRE PILE 1 FILL TOTi8" IW ABOVE FOR EXISTING WITH VEGETATION OR COVER CROSS SECTION ILI TEMPORARY CONSTRUCTION ENTRANCE `Q' (NOT TO SCALE) TYPICAL STORMWATER UNIT y' - (TOPS TO BE TRAFFIC BEARING) (NOT TO SCALE) IV IV ILI v j j �0 CAST IRON INLET FRAME & COVER (FLOCKHART #63518 TYPE 6840) �� OR 6"THICK REINFORCED CONC COVER e FINISHED GRADEa- B"TRAFFIC BEARING SLAB 1-0 STRAW BALES OR SILT FENCE PIPE FROM ROOF GUTTERS ( � ``��` V` 1 8'-0" SOIL STOCKPILE (NOT TO SCALE) if p CRUSHED 3/4" — 1-1/2" STONE 1 '�`7 0 ALL AROUND ,q Y. Lic. No 50467 DRAINAGE SYSTEM CALCULATIONS [ LEACHING RINGS DRIVEWAY AREA: 1,500 sq. ft. I ` m REINFORCED PRECAST CONC 1,500 sq. ft. X 0.17 = 1 v cu. ft. Nathan Taft Corwin iii 3'-0" 4000 PSI ® 28 DAYS 3'-0" 255 cu. ft. / 42.2 = 6.1 vertical ft. of 8' dia. leaching pool required (min) 4" ::(min) PROVIDE (1) 6' dia. X 8' high STORM DRAIN POOL 'WITH OPEN GRATE Land Surveyor ROOF AREA: 3,200 sq. ft. 3,200 sq. ft. X 0.17 = 544 cu. ft. _ 544 cu. ft. / 42.2 = 12.9 vertical ft. of 8' dia. leaching pool required PROVIDE 2 8' dia. X 8' high STORM DRAIN POOLS _I E ( ) 9 Successor To Stanley J Isaksen, Jr LS Tyr Joseph A. Ingegno L S GROUND WATER PROPOSED 8' DIA. X 8' DEEP DRYWELLS FOR ROOF RUN—OFF ARE SHOWN THUS: (_'r, Title Surveys — Subdivisions — Site Plans — Construction Layout i — PHONE (631)727-2090 Fax (631)727-1727 PROPOSED 8' DIA. X 8' DEEP DRYWELLS FOR DRIVEWAY; RUN—OFF ARE SHOWN THUS: `a y OFFICES LOCATED AT MAILING ADDRESS I 1586 Main Road P 0 Box 16 Jamesport, New York 11947 Jamesport, New York 11947 i aiVM%Q9i7 PI11V7t1 -Pa '-izI I- e 113'k- SUFFOLK ,_• APPROVAL OF STORMWATER MANAGEMENT �- .t. COt1ff R L PLAN -T n Cod h r 236 SITE PLAN FOR JA `�,���° GIOVANNI & JOANNE CALABRESE Date: - pproved by: PAGE 1 OF 2 SURVEY OF PROPERTY 0\40� EROSION &Out NT CONTROLS SITUATE SU F FOLK (;C?U rd,,l DEPAR-pa MK; OF HEALTH SERVICES ?o Shall includet be limited to: - BAYVIEW F M,o i'��A,i -F R0V,^ 0)- C0NSTRUC—jI-.j Fon A S 6 • °4? A well maintained Construction Entran TOWN OF SOUTHOLD Efi)' - ,L-�, � C- OLdI+P oo p2st1ti , Wire Backed Silt Fencing, stabilization SUFFOLK COUNTY, NEW YORK �, s'F0-1D2 1' ti 4 ��, A' o Seeding of exposed and/or inactive Sol S.C. TAX No. 1000-88-03-20 4- ` y. .. F SCALE 1"=40' IlAR 1 5 201 �/ ��I _� \ ` '-�i DRAINAGE INSPECTIONS ARE REQUIRED APRIL 18, 2016 �?1:rj—z • \ ��'Q %�+ JULY B. 2017 ADD PROPOSED HOUSE \ `% *0. I, Contact TOS Engineering at 765-1560 before /�PPRC ,� \\ \ +�,��`��` Backfill, OR Provide Engineer's Certification AREA = 32.105 sq. ft. �LOROOi � \ \ 0.737 ac. rO,z ,,-mu A Or \ \ that the draina�P,�j�S�j �p atlTO: Code. r r� :-IEEE ;Ei�i�r E'I•L�'i17 RAT i; Or 1•`i4'P�tOVAI. \\\ 1 C.'L1'�7'��L�'� 1 U: '� EXpIRES 1.. \\ 48�j. GIOVANNI CALABRESE ` 10L,� JOANNE CALABRESE FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC • sr ••• \ \ ;01 _-- U `THtS RVEDSLRV ALTERATION txt ADDITION ro THS stxtvEY Is A VIOLATION OF SECTION 7209 OF THE NEW YOW STATE _ Z \ `r'q 24-9 \• J EDUCATION LAW. - -—-- \- 4 v` r ?� THE lANOOSIIRVEYOR'S IMOD SFJIL qi t)Op. 21`4 =—___ -- _." _y MNG EMBOSSED-W&SHAM NOT BE CONSIDERED TEST HOLE DATA To BE A vum TME caPr. (TEST HOLE DUG BY NATHAN CORWIN LS. ON MAY 26, 2017) ON 'AINDICATED HEREON SHALL RUN y B'sT::•=- _. "� TS-PREPARED.AND ON HS BEHALF To THE =ic•.- per_` ,� •4'.'� \ -_ _ •cy=_ -=�.`' ! EL 20.3' TITLE COUPANI'.OOVERNIENIAL-Acoif.Y AND /\ 2-�, - �'•. T=. O- rl+ 0' LENDING INSTITUTION LISTED HEREON.AND 4 DARK BROWN SILTY LOAM OL 1D THE ASSIGNEES OF THE LENDING Nsn- to \ - - ___. ;- \\ v �.. 2p �9• 1• 7UIION.-a7iDFIGT101S ME N01'TRANSFERABLE. ti =_=_ ': ���+++ THE EXISTENCE OF RIGHT OF WAYS BROWN SILTY SAND SM AND/OR EILSEMENTS OF RECORD. IF �1 ,-: 6• ANY. NOT SHOWN ARE NOT GUARANTEED. ! A7,ICo PALE BROWN FINE \\ _ .•,' .."\ �O TO MEDIUM SAND SP WITH THE MNMM \\ \ - \}• • ' AS ESTABLISHED \ _1 '\ .•.a•• - ? - 1 AND ADOPTED AlN 6Q• \\,� - 3 Y �. Je•: -• �' EL 4.0 16.3' c3_` VOM STATE LA%m ' \ O y `: -�'` HIGHEST EXPECTED GROUND WATER ? 0 • \ \ J_ J4 • TEST WELL No. L ISGS 4102_"5407243601 S 53328.1 0 �- Q� v` EL. 3.5' t • :14.6•�•� moi' .,. , GROUND WATER PER TEST HOLE WATER IN PALE BROWN , o TO MEDIUM SAND SP i ' 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1488 DATUM �Y ..> \ t.:: :: EXISTING ELEVATIONS ARE SHOWN THUS' "S�tBI j . ......_.._. .. f ; ^� A. \ f _•- dt EXISTING CONTOUR LINES ARE SHOWN T -——XX-——- i Gj N.Y.S. Lic. No. 50467 ��j, �'c`f \F•;:F::=i::•.?��+�4-7 L' _ 2. MINIMUM SEPTIC TANK CAPACITIES FOR 3 BEDROOM HOUSE IS 1.000 GALLONS. 1 TANK; B' LONG, 4'-3' WIDE, 6'-7" DEEP :' �`� '/ 3. MINIMUM LEACHING SYSTEM FOR 3 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. A' ■ �Q• - ::' I 2 POOLS; 6' DEEP, 8' dia. Nathan Taft Corwin III • •` w.� PROPOSED FUTURE SOY EXPANSION POOL Land Surveyor y PROPOSED 8' DIA. X 6' DEEP LEACHING POOL ® PROPOSED 1,000 GALLON SEPTIC TANK Successor To: Stonlay J.�sakseen'LS. L.S. 9e9 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD Title Surveys -Subdivisions - Site Plans - Constructan Layout OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. PHONE (631)727-2090 Fax (631)727-1727 5. PROPOSED LOT COVERAGE = 3,200 sq. ft. OR 10.0X OF LOT AREA OFFICES LOCATED AT UNL1NG ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 SITE PLAN FOR STORMB'ATER MMAGFMENT NOTES- _ APPROVAL OF STORM MANAGEMENTGIOVANNI & JOANNE CALABRESE 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEANING OaRA STNENam MTER r Posy(M.) CONTROL PLAN - n Cod PAGE 2 OF 2 AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. NE010.WnN=WNW MUH 1. p r 236 DETAILS 2- PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, 10r MAX D.C.SPACM Date- 1 W1 A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF rms D.C. rix LE U.S. SIEVE X20) SHALL BE STAKED AT THE LIMIT OF CLEARING W/o,nsurraaf Approved by: SURVEY OF PROPERTY ::r- , AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. �; — SITUATE THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS BAYVIEW OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL ` ' _ «::;;' f� EROSION & DIMENT CONTROLS DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS :�:,;•. :.Y'f ': °..•=_: TOWN OF SOUTHOLD TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM.THE ,;;;,.:-. �p �� Y SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE Shall include but not be limited to: SUFFOLK COUNTY, NEW YORK SCREEN IS REMOVED. ti A well maintained Construction Entrance, 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, cn!•••�*�rr�n-o S.C. TAX NO. 1000-88-03-20 A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL NOf TO 42 Wire Backed Silt Fencing, stabilization& BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT SM SU Pr=SHAM K PLACED PARALL Ta SLOPE caNTOM To NOT TO SCALE SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES LwmLON PONOM EPHCL=.RAS-01 AM W*SIT FENCEµ'Pm APRIL 18, 2016 EMH STORM rAW AMIe NOOK SEnNMDrr Nocc mur. REMO o Seeding of exposedand/or inactive soils. SHALL BE MAINTAINED. REPAIRED AND REPLACED AS OFTEN AS IS S 0�To AN AN=WILL NOT SrM TRANSPORT. JULY 8, 2017 ADD PROPOSED HOUSE NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES DRAINAGE INSPECTIONS ARE REQUIRED 5WMIN.SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED .xaLM,OIX(, �BE- ' 3 .UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. Sim Oftwo,, ros>) Contact TOS Engineering at 765-1550 before ' 4. STRAW DALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. , HAY AM 2'x2' STAKES I NAr Mod./. 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. (TWO EACH MW Backfill, OR Provide Engineer's Certification d SLT F°1dNG •6: LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED J GRADE that the drainage has been installed to Code. L ' ON THE PROPOSED RESIDENCE. 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL-BE DIRECTED TO DRYWELLS. m _ e c 1AuD wwNAGE \9a B. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS �__ �Or+F INLET '(�} e.;,, OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF - - Q I -------------------- FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. IX r 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE _ a•x�-TNLa1a1 SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF w/ RAI N 46-TRRENSCH L FINAL GRADING; OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT. ELEYet>p!Y WHICHEVER IS FIRST MULCH SHALL BE MAINTAINED UNTIL A SUITABLE VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO (NOT TO SCALE) HAVRArIt' BARPMR s 1NLIPTS L MT Pg&"/om TIME OF YEAR. TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING '(NOT TO SCALE) PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION PLAN VIEW AND GROWTH. 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85X AREA VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER - TO BE USED WHERE TOFF 011. IS NECESSARY FOR THAN 1 SQUARE FOOT IN SIZE. S AREA CHOSEN FOR STOCKPILING OPERATIONS REGRADING h VEGETATI QISTURBED AREAS. SHALL BE pRY AND STABLE. 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR TEMPORARY STOCKPILE A8IUZATION MEASURES INCLUDE 2, MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF VEGETATIVE COVER, M4 , NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH ROAD OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO PERIPHERAL SEDIMENT T PING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT THE ROAD. A NON-LOAM .BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, STABILIZATION NEASUR[x j SELECTED SHOULD BE' FENCING OR STRAW BALES, THEN STABILIZED WITH LVPr eaaµam OR RECYCLED CONCRETE BASE. SHALL BE PLACED ACROSS THE DRIVEWAY OR APPROPRIATE FOR THE ME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. SLT FENCm1G CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. AND REQUIRED PERIOD OF USE. 2 SLOPE OR LE55 O0IMPACIED_3 i STATE BlFT1D OR NO1 MI APPROVED RGA STABILIZE ENTIRE PILE 1, ', 41 I, 1 FILL TO ALLOW� WITH VEGETATION OR COVFR CROSS SECTION W 1P TEMPCONSTRUCTION ENTRANCE ,L, .o- .L• y y 41 � W �OF WO"q SCALE) TYPICAL STORMWATER UNIT or0�,pt� y y W y y (TOPS TO BE TRAFFIC BEARING) y y y RAF (NOT TO SCALE) CAST IRON INLET FRAME Lk COATER(RDC101ARf+63518 TYPE 8840) .y FINISHED CRADE OR 8'-rmm ReNFORCED CONC. COVER 8'TRAFM BEAMNG SLAB-,, STRAW BALES OR SILT FENCE PIPE FROM ROOF GUTTERS t� 8'-0' i SOIL STOCRPILS WQ (NOT TO SCALE) - - ALLACRUSHED AYIJ 3�4'— 1-1/2'STONE N.Y.S. Uc. No. 50467 c ALL RouN DRAINAGE SYSTEM CAI.CUL.dTlONS- LEACHING RINGS DRIVEWAY AREA: 1,500 sq. ft. ■ iR REINFORCED PRECAST CONC. 1.500 aq. ft. X 0:17 = 255 cu. ft. Nathan Taft Corwin III 3'-0' 4000 DAYS 3'-0' 255 cu. ft. / 42.2 = 6.1 vertical ft. of 8' Ala. lea hing pool required (min) 4' (min.) PROVIDE (1) 8' dia. X 8' high STORM DRAIN POOLTH OPEN GRATE Land Surveyor ROOF AREA: 3,200 sq. ft. 7 3,200 sq. ft. X 0.17 = 544 cu. ft. chtng pool required 544 cu. ft. / 42.2 = 12.9 vertical ft. of 8' dia. le b PROVIDE (2) 8' dia. X 8' high STORM DRAIN POOLS, Successor To: Stanley J. Isaksen, Jr. L.S. E ; { / Joseph A Ingegno L.S. GROUND WATER PROPOSED B' DIA. X 8' DEEP DRYWELLS FOR ROOF RUN—OFF ARE SHOWN THUS: E_J Title Surveys —Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)127-1727 PROPOSED 8' DIA. X 8' DEEP DRYWELLS FOR DRIVEWAY RUN—OFF ARE SHOWN THUS: c � OFFICES LOCATED AT AWLING ADDRESS 1566 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 II SITE PLAN FOR GIOVANNI & JOANNE CALABRESE PAGE 1 OF 2 SURVEY OF PROPERTY SIT UA TE BAYVIEW S 6 o�I TOWN OF SOUTHOLD 0'? � I SUFFOLK COUNTY, NEW YORK Qom` S.C. TAX No. 1000-88-03-20 A� �b ^ SCALE 1"=40' APRIL 18, 2016 JULY 8, 2017 ADD PROPOSED HOUSE 110 JULY MAY422,02019EFRVIOUNDATIONOSED SED HO CAT ONUSE AREA = 32,105 sq ft. i 0.737 cc. CER TIFIED TO: GIOVANNI CALABRESE JOANNE CALABRESE FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC Q o� s6 g° UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE 4 X22, EDUCATION LAW '00' COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED 4V CC& \ 0, CON `?00, o ? ° °• TO BE A VALID TRUE COPY CCERTIRETE JS I ONLY FTO TTHESPERSON ED HEREON SHALL OR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE ?V 3 0(/ ° TITLE COMPANY, GOVERNMENTAL AGENCY AND h� g0' ND LENDING INSTITUTION LISTED HEREON,AND � q j7 r TO THE ASSIGNEES OF THE LENDING INSTI- 0) = a 19 0AI °' � TUTION CERTIFICATIONS ARE NOT TRANSFERABLE Q �v tiv THE EXISTENCE OF RIGHT OF WAYS ' y \� AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED CO F Jv ° v/ NC �NYO 23s' +IY ° P �O� Al REPARED IN J! THE MINIMUM 'V / \ STANDARD R Tj F S F S e� STABLISHED .r BY TH AIC AjP NO OPTED 600 \3g ° e ° FOR SCiJ{yQ5L-B 0, KgTA Fa LAND \s' TIT 3t3.Cr d",¢q _ 41)P f CCF 8 00 F��,° ^, 67 Y S Lic No 50467 OF `pq�F�e"e D -LL � ' Nathan Corwin III Land Surveyor M AY 2 2 2019 Successor To Stanley J Isaksen, Jr LS Joseph A Ingegno LS - -T. Title Surveys — Subdivisions — Site Plans — Construction Layout YD PHONE (631)727-2090 Fox (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.0 Box 16 Jamesport, New York 11947 Jamesport, New York 11947 I J SURVEY OF PROPERTY SIT UA TE BAYVIEW TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK s }, S.C. TAX No. 1000-88-03-20 6 0 SCALE 1 "=40' 40 ,. r APRIL 18, 2016 �� z�y JULY 8, 2017 ADD PROPOSED HOUSE JULY 24, 2018 REVISED PROPOSED HOUSE MAY 22, 2019 FOUNDATION LOCATION ✓. `�' SEPTEMBER 8, 2020 FINAL SURVEY OCTOBER 2, 2020 CORRECT FINAL SURVEY PER SCDHS NOTICE #1 AREA = 32,105 sq. ft. 0.737 ac. CERTIFIED T0: ISSAC ITENBERG ASHLEY ITENBERG CoQ FIRST AMERICAN TITLE -S AA CSE COMPANY O o�40� o=Q CITY NATIONAL BANK �' ® " °ED OCT 65 2020 R, may° SUFF.Co. ��., k "3_ ,I'CE S Q 4 UNAUTHORIZED ALTERATION OR ADDITION B Q•A- �p Q 4 TO THIS SURVEY IS A VIOLATION OF`� �J2 I? 30 r 9g P �a EDUCATION 7209 OF THE NEW YORK STATE 4?p pp• p G�� : o7I.J�1r`��9'. Vtdlt•Y 6 fJLS-MA!L"tlad'6 ®e�1-e�" T v`�HOi,s�m7 COPIES OF THIS SURVEY MAP NOT BEARING .j �y =J THE LAND SURVEYOR'S INKED SELL OR \ J ' • APPROVAL yy �•y y� EMBOSSED SEAL SHALL NOT BE CONSIDERED \3 ? 3 O API�Y�6lfAL Ot'CONSTRUCT�L8 T.PV® :aJ OR TO BE A VAUD TRUE COPY. �V3OYi,Q@ OpOpf,\S' 98, o ? ��p3 ��<vS� ° •• At,�P�! P' _ RESIDENCE 38' o w'�GJ A SINGLE A '"LY RESISi',`.-NCE CERTIFICATIONS INDICATE HEREON SHALL RUN �O �•J�0 'aORCO \ •4 HpGs� 3 . ONLY TO THE PERSON FOR WHOM TTEY TITLE SPREPARED,AND ON HIS BEHALF TO THE 2��� cc COMPANY, ANDDage 1j• o— LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTI- v 0 • �9' �'F 4 �9m i c t TUnON. CERTIFICATIONS ARE NOT TRANSFERABLE �, ,m • oo �, Aa The sewsga di.�sa!and",'ster supp•y feisties at this 1=don have beers ti inspected and/or csrtified by this Depa!t nap or other cgencles and found to THE EXISTENCE OF RIGHT OF WAYS w be SSGS°iaCtfi FOR A B1r 1�II�ldv1 F BEDROOMS. ANDEASEMENTS OF RECORD, IF ANY,, NOT SHOWN ARE NOT GUARANTEED. OOh,° • , P ARE IN ACCORDANCE WITH THE MINIMUM P,E. Chief ' —''• Craig 4Cnepper9 9 DARDS FOR TITLE SU$LE1S�S ESTABLISHED aQ a J= 8(/ . , . Al 60��4 3 a �� ' Office of Wastewater ManagementTIF , THE SUCH Y;D E PROVED AND ADOPTED F SUCH USFA9E�lEVI YORTE,UWD SEPTIC SYSTEM TIE MEASUREMENTS HOUSE HOUSE • R9�c" o pDL CORNER CORNER QB g 4 4f o? Aja SEPTIC TANK COVER 20' 37' �� '00� '�c� LEACHING POOL 25' 50' _ � I y 1 - / : 'c. No. 50467 �j . aq COVER 1 �3 _�f r �� p i v. 4% O �M`M LEACHING POOL 29' 31.5' �~ I� ��j j� COVER 2 1�l� C�n twin III • ' R� s zo2o Land Surveyor OCT Successor To: Stanley J. Isaksen, Jr. LS. �� T-�qtr�• �y� I Joseph A Ingegno LS. =' —UMFTS�eys - Subdivisions - Site Plans - Construction Layout i 7 ',~'I T�" '` "PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 5G0002'40'E 148.77' CALAE3KE5E RE51DENCE a � o N Proposed New House on Vacant Land Q z z oCUQ � 0 m S, -Z � o U � o O `Z o C 2 (s) c w O z "-' z 1 2'-2" 301-011. 23'-6" 20'-02" O m PROPOSED I STORY HOUSE w/ GARAGE r p,✓,� U wa N W ` - _V V{ V ai 4 45- 1 02, rr 42'-2" 23LU '-6" z J M lu Q o 51TE PLAN APPROX. LOCATION SCALE: 32" = 11011 OF 5CDH5 APPROVED SEPTIC FIEL A5 CE51GNED by: SCTM: 1000-88-03-20 w NATHAN GO WIN, ND SURVEYOR Information taken from Survey prepared ly by Nathan Taft Corwin 111, Land Surveyor Ln 1-011 dated April 18, 201 6, updated 7.8. 17 MIN. OUTLINE OF BUILDING EN ELOPE : PROPERTY AREAS: D E i ti o area: 3 LU - x 5 ng Lot ar 32, 105 5c�.ft. Z JUL 12 2018 Proposed New House: 281 5 5c[.ft U o w w/ Garage Porch DUnM N+GDEW. QLU Tovq LU Total Area: 281 5 5ct.ft. 0 0 TOTAL LOT COVERAGE: 8.8% N m � N w -`F NF l� Ln z :. y�F104 X83584 ROFESSIONP� PAGE: NGO°02'40"w 128.0' MAIN BAYV I EW LOAD s � e UNAUTHOR/ZED AL TERATION 09 ADD/TION TO TH/S DR4I�7NG AND RELATED DOCUMENTS lS A VIOLA TION OF SES: 7209 OF THE N.Y.S. EDUCATION LAW NEW FOUNDATION WALL 3ZZlfj W W F— U U J 12'-2" 30'-0" 11-0 2X10 F.J. ® 16" O.G. x - - - - - F17 11 \ - — — — 4" POURED CONCRETE \ —� a ? SLAB ON COMPACTED FILL R-50 THRU ALL AREASIN5ULATION { --- < (3) 2"X12" GIRDER = _ _ = s r a a • r m LLI 3 " DIAMETER \ 11— DASEMENT STRUCTURAL STEEL b'-O" HEIGHT TO COLUMN BURIED IN UNDERSIDE OF JOISTS 24" X 24" X 12" POURED CONCRETE FOOTING (TYP) in III ® CRAWL SPACE o 0 LL 4'-0" t TO UNDERSIDE 2X10 F.J. ® I6" O.G. i O II OF JOISTS ® m ry r -j DOUBLE JOISTS UNDER m c - ALL PARTITIONS O O PROVIDEACCESS 5�" DIAMETER RUNNING PARALLEL X m INTO DRAWL SPACE (TYP. ALL AREAS) - STRUCTURAL STEEL I I II 3 " DIAMETER p COLUMN BURIED IN STRUCTURAL STEEL \ ' III 24" X 24" X 12" COLUMN BURIED IN POURED CONCRETE ° II 24" X 24" X 12" FOOTING (TYP.) POURED CONCRETE Q \FOOTING (TYP) \ I DBL F.J. GIRDER \ _ \ — — _ �_ — \ \ _ _ J N Z w \ m �— \ —� \ (3) 2"X12" GIRDER\ 0 O F ® - - --- - O fill 2"X10" GJ ® I6" O.G. \ 2"X6" A BELOW IL I ® ® I6" _. Q ABOVE PROVIDE BRIDGING O THROUGHOUT ENTIREp -- 2 H N O a \ ll FLOOR SYSTEM, 8'-O X �r II II - O O.G.;Jq" T46 PLYWOOD — N R-49 BATT - SHEATHING ABOVE, ° l I I w INSULATION SEAL TOP PLATE 4 POURED CONCRETE -- GLUED AND SCREWED7 SLAB ON COMPACTED FILL;R-30 INSULATION m \ \ \ —I ry EQ AR THRU ALL AREAS Lc X 2X6 STUDWALL .. WITH R-21 BATT " INSULATION � '9 � o37i}0`?���®�. R of NV� ' a .d - _ - .. _ .- �•,��,• � � m 2xa" AGQ LEDGER BOLTED ? C ARAGE � V TO HOU5E FRAME WITH 5" Q v 4" POURED CONCRETE ry o o SLAB ON COMPACTED PROJECT: FILL NLEDGERLOK SCREWS ® Ib' Q ;p O.G. ;HANG D.J. FROM Q /IOXIOITH GAU E WIRE6 LEDGER WITH 51MP50N � ® LU28 CONNECTOR ® (TYP. ALL AREAS SEAL SHOE PLATE WITHIN GARAGE) CALAB R ES E 2-2x10" AGQ GIRDER F - _ - RESIDENCE — 6"X6" P05T ON 12" `9 SONOTUBE W/ POURED 24"X24"X12" POURED CONCRETE FOOTING CONCRETE FOOTING 2"XIO" FJ ® I6" O.C.OLUMN IN _ 20"X20"XI'-O"D UNDER GGARAGE MAIN BAYVIEW RD (TYPICAL ALL FOOTINGS) II'-I" a'-o" a \ SOUTHOLD, N.Y. 11971 -0.. I'_p' f - DRAWING TITLE: m R-30 G BATT \ cr INSULATION / 3" FOAM INSULATION FOOTING PLAN 34'-O" i ® PERIMETER OF PITCH FLOOR i ,� RIM JOIST WALL SECTION i \\ I • PAGE: -:100 . DE [r--? 0 DDATE: 03/22/19 1 OF 1 FOUNDATION FLAN NALL SEG71ON SCALE: 1/4" = I'-O" SCALE: I/4" = I'-O" '"aAl;� OWN OF SSGUT�:y _ Y 9m J, CALA[3RE5E RE51DENCE Proposed New House on Vacant Land (U-wQLnz z w UQ > C) U) C) DD DRAINAGE INSPECTIONS ARE REQ"JIRCD APPROVED AS Contcct TOS Engineering at 765-156o befor �TE� Backfill,OR Provide Engineer's Certificatio DATE:JJL & that thf.%driil7nge has been Instaiind to Cod . + B.P. 3� FEE: BY: / NOTIFY BUILDING DEPA TMENT AT All exterior lighting 765-1802 8 AM TO 4 PM FOR THE Installed,replaced or FOLLOWING INSPECTIONS: repaired shall conform 1• FOUNDATION - TWO REQUIRED FOR POURED CONCRETE to Chapter 172 2• ROUGH - FRAMING & PLUMBING 0z"the Town Code 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. Blotycr door 73 M ALL CONSTRUCTION SHALL MEET THE .j REQUIREMENTS OF THE CODES OF NEW I<nd ductwork v o YORK STATE. NOT RESPONSIBLE FOR testing rewired. DESIGN OR _ CONSTRUCTION ERRORS. NJ24310 � _ � Q Must provide Manuals ° � � ° 2446 COMPLY WITH ALL CODES OF D, per J and S as NEW YORK STATE & TOWN CODES p AS REQUIRED AND CONDITIONS OF NYS Energy Code Y +VIll,� OARD Fire�ep�ration �� '!V�R�EES required a.s per FIT 17 NYS Code TW2432 W PL UMBER CER TIFICA TION' O TW2446 TW2446 OCCUPANCY OR ON LEAD CONTENT SEF ORF PN24410 30 TN24410 TW244 10 � EIS i CERT/F/GA TE OF OCCUP ORE _ U EIS UNLAWFUL ANC) w SOLDER USED IN WA TER z 'NITHOUT CERTIFICATE SUPPLY SYSTEM CANNOT OF OCCUPANCY EXCEED 2/10 OF I% LEAD. DO NOT PR EED V'V'ITH PLUIi MNIG FRAfJING UNTIL SURVEy OF FOUNDATION LOCATION, A WATER LINF N-r:E E IFAS REEtJ APPROVED. ,'�&WATER LINES NrED TE' TING.BEFOR C©VLl<SNG PROPOSED FRONT ELEVATION SCALE: 4" = I ,-o,, IhSP CT CTRICAL dON REQUIRED C3 • Z � U w a zC� �o RESCheek Software Version 4.6.3 TRUSS PI'AS'AFiDIPtL7 R!EQIIeFEID W " "CoMpliance Ce ff cate W �DQ0M z•- s� Project,' C,atabme Residence - 0 etgy blt MCC 018 tocutilm.. souihotd.Hem Vork _ W Con�tr�on T�jse: "s'mgMe-faitiiM,yr i°r*—.tTgPe New"Construction Corrdhdioned Floor - 2,00 ft2 rTONIl\1)p0 V *o) C3lnzing Area 9% _ � C�'ce�akeFot+e: A,M55F2M•IE�D`# PeiPe9iYt Date: � W Pereiyh tk ager m V r� s 1 tie' � tN01'Y� +Di�etstruct�mit��e: Oarr�rl.;�ga31C t?esigr�MContsactcir• Maeas�asvic a R Drgner Dagts C6m,,ting.lne:, Staut}na1e Al Saari 1117 y' G. aY.? ,rv� ;:4aYk _ "`,ys r•••..`::.ti. -T- '01 :'K oyer-pAancie lox%setter,-than Code t+axfrnrprr.UA" 37V rouritR:331 tcnr+nurrS"G : 0AG Taw�ti�weYmrwth+R+OYd.t�sis r.iR�iwwiid�Yrf Yn�a+++r`1Yo�.+.b 6.wd abxwM t' 18&0- - M aoe5 wm.m...+rid..n..Yen.I.ad�w.gq.u�r.rm.t..l.ty.s a ae:..en,..w,radN hwn.. Envelope Assemblies. 4 f(acw I-AN-Wood jc;ztj7ry-!:-0mer Unca rdit?oated Spam 2,060 30n 00 0.033 5S D rZrnn o Won 1:Wood F`,"i IV o.c. , 2:0011 2LO G-0 0157 .127 V � JEE I^ N 'YA`rrai�ais 1.:fiF�ba's's fraane:r3oab�e 7Yaiae'aui4#i Ls'ir$ �pt@' tY-3tf0 6Z v 1 l9 Toon ":6a6d 9 0-2" A.I. 9090 9090 v m i 2^ft$axs 25 0-3008' ^/ 2 L�.. t C-0%ng 1,'F1'etPd1Nrl9 or 5ciawwTh= 2,000 39.0, DJC 0-031 :62, O lrybn Corri+ol"rence'S 'iaer)t 71e ii6u�dingde�n,dt�ti6cdherez`::t��r�^t�*kiaith't9te�illd';��,leu.s�cv"fioyt+oais.an�k"otf*�r v c�eadatiarcz sretedwid, spocatiom the , has ttEery de-6gned[n+meet tete 3015 MCC ree{i6tretnenft a Q Z nesefaetk Ver3i6n'CO land ya ce mptiwAh't e,tnz ndmtarg ceq arin the REscbea hrlspeetion check6t. ( U 0 Date y Q z P► Tng: br Report daze: eons 9 PROPOSED BIGHT SIDE ELEVATION Data ftletea�ne:t�nv>:Ied rcrck:k. Page 3 r� SCALE: -b, = I '-0' 4 /4 ♦ �_i �' � �y ••-wry !�\ �<. 't3.i(XPi�.,,�.C.:•i PAGE: UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW I N � w Q u) Z U' Z Q W K U Q n (i) C) fD N N N L S • c6 � TW24310 (� �/ _sz O Z —� m O ca 0P�R O A F SOI gl 81 -81 UT 11 . 1 . 1� 11 1 AR4 1 11 C 135 TV✓28410 L-1 0 FWG60611 TW 28410 TW 28410 TfW28410 TW24410 TW 24410 Lu V J O T W Z PROPOSED BACK ELEVATION SCALE: 4' = I i-o11 C'3 - � U wa — ww a oz� w Ds � Z�� � CO p� U w o�3 U) TW210410 � oxo+tYe �e o V 1 , 4 � snoiN6 i I 1 TW2432 L211� TV✓28410 L-210 W rrz^ o V Lo W r � m } 3 v z 0 U � z � Q z PROPOSED LEFT SIDE ELEVATION SCALE: 4" = I ,-o,, PAGE: UNAUTHORIZED ALTERATION OR ADDITION TO TH15 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.5. EDUCATION LAW N a� � m0 F N c� ° z m F Q z z_ Lu J ILL C) In c� [� G5-5" 12'-2" 30'-0" 23'-G" DIAMETER ANCHOR BOLTS W/7" MIN. DEPTH @ 48" O.C. W/MIN. 3"X3"x8" WASHER @ PLATE secrloN —' A " � -34T7 87C5EMEfJT— •a I WINDOW PROVIDE 51MP50N PHD5 sECTTION 3•! HOLDDOWN (TYP. 2) ANCHORS AT ALL CORNERS G"X G" POST ON 12" 9'-0" a'-G" 2x 12 F.J. @ 16" O.C. i- .� 7 THROUGHOUT 50NOTU13E W/ POURED s c� ca CONCRETE FOOTING z 8" POURED CONCRETE 20"X 20"X 8"d. b U� " FOUNDATION WALL W/ (TYPICAL ALL FOOTINGS) C 5CAPEWLL WINDOW OpI 0'. 2- #4 REBAR IN FOOTOING 'O' 2x8" ACQ LEDGER BOLTED 2 8 ACQ GIRDER 4" POURED CONCRETE I - WELL SYSTEM b BILC O TO HOUSE FRAME WITH 5" v SLAB ON COMPACTED FILL °- (TYPICAL ALL AREAS) �� __ TIERS AS NEEDED FOR , �/ �� I I O GRADE m p N I LEDGERLOK SCREWS @ 16 O.C., c) = q R-30 INSULATION THRU sECTTIO HANG D.J. FROM LEDGER WITH Q �_ q a0' ( ALL AREAS Q. sEC oN c6 51MF5ON LU28 CONNECTOR I > O J AN CW 14 3- 1 1 g" LVL DROPPED GIRDER °' No II I GLIDING WINDOW; . - . o o o , ' o , ' o• o• o o I _ ... BOTTOM SILL NOT TO EXCEED 44"ABOVE DAMP PROOF PERIMETER FINISHED FLOOR " I W12 OF FOUNDATION WALL I 0 STEP FOOTINGS O (CONTINUOUS AROUND ALL A AS) I PROV. EPDXIED#4 STEELLI REBAR VERT. @ 12" O.C. INTO FULL FOUNDATION WALLS t BASEMENT U CRAWL SPACE WALLS ABUTTING 8'-0' HEIGHT TO UNDERSIDE OF JOISTS VENT CRAWL SPACE I (TYPICAL ALL AREAS) c.o. t S.D. AS PER CODE N I o cu DOUBLE JOISTS UNDER CRAWL SPACE I 2x 12 F.J. @ 16" O.C. 4 m ALL PARTITIONS RUNNING 4'-0" +/- TO UNDERSIDE OF JOISTS W PARALLEL(TYP. ALL AREAS) �? D I O PROVIDE ACCESS INTO CRAWL SPACE PROVIDE BEAM POCKET IN 3 2" DIAMETER 5TRUICTURAL I W FOUNDATION WALL; SIZE I STEEL COLUMN BURIED IN N A5 REQUIRED $TAR ALL o 24"X 24"X 12" POURED 51DE5- TYP. BOTH ENDS o I CONCRETE FOOTING (TYP.) N •' AT ALL GIRDER LOCATIONS " 101-3" 1 a-G° 1 o'-G" 10'-3" X 2- 1 I Z" LVL DROPPED GIRDER . — . . — . _ PINE 5T IR AlD I—� L 3- 118" LVL DROPPED GIIRDER HAND IL; L SE BO �, UP I ' FOUNDATION WALL LEGEND: N u I STAIR RI ER m 12x8 AJ �OUPOURED NDAT ON WALL CONCRETE 3'-5" �_ I ; - a N 2 I IZ LVL DROPPED GIRDER @ I G io @� PROVIDE BRIDGING cu U la-lo° 3'-7 u2" — WITH I'-4"X 8" FOOTING; ( THROUGHOUT ENTIRE U o 8-O WALL HEIGHT L FLOOR SYSTEM, 8'-0" O.C.; — o � O ;;�I w p' N 8" POURED CONCRETE x 4"TSG PLYWOOD SHEATHING tn N x w 4' POURED CONCRETE N ABOVE, GLUED SCREWED cv J FOUNDATION WALL I SLAB ON COMPACTED FILL; WITH I'-4"X 8" FOOTING: - R-30 INSULATION THRU MIN. 3'-0" BELOW GRADE STEP FOOTINGS ks� ALL AREAS _ FOUNDATION NOTES: I — 7L1 — — — — — • DOUBLE.JOISTS UNDER ALL PARTITIONS • wa RUNNING PARALLEL • PROVIDE BRIDGING THROUGHOUT ENTIRE FLOOR SYSTEM, 8'-0" o.c. • 4"TSG PLYWOOD SHEATHING ABOVE TO U QzE BE GLUED and SCREWED GARAGE I w st • 4" POURED CONCRETE SLAB ON COMPACT o o p o a o d �N ° N 4" POURED CONCRETE SLAB m � FILL /5,CTION _ a • R-30 INSULATION WITHIN CEILING OF ALL -� C °' ON COMPACTED FILL WITH ° Q' O o d 2x8 ACQ LEDGER BOLTED o �j W.W.M. G X G/ 10 X 10 AREAS - CRAWL$ FULL HEIGHT 0 0 TO HOUSE FRAME WITH 5" C3 O ( GAUGE WIRE (TYP. ALL AREAS ( U • MIN. 7' DRYWALL ON ALL SURFACES Of N Q "LEDGERLOK'SCREWS @ I G" O.G.; Q WITHIN GARAGE) w ENGINEERED LUMBER, INCLUDING JOISTS, GIRDERS ° o� - HANG D.J. FROM LEDGER WITH - N I w O x AND HEADERS N 51MP50N LU28 CONNECTOR N @� I N / 0 co • EGRESS WINDOW A5 SHOWN; LOCATION CAN 2-2x 10" ACQ GIRDER o U o BE ADJUSTED TO ACCOMMODATE UTILITIES, WASTE = N 51MP5ON HTT22 METAL z w • - (- � _ HOLD DOWN ANCHOR5 AT LINES, EXTERIOR PORCHES, ETC. _ — . U OUTLINE OF PORCH ABOVE; G"X G" POST N 12" GARAGE DOOR OPENINGS I O - a W PROVIDE I"X 10" RIM BOARD 50NOTUBE / POURED N I „ O •�°,�• CONTINUOUSLY AROUND CONCRETE FOOTING 24 X 24 X 1 2 POURED z 20"X 20"X I -O"d. CONCRETE FOOTING 1 I, I„ 02 (TYPICAL ALL OOTINGS) a UNDER COLUMN IN GARAGE Q 5-0" 8.0° IT-O SECTION SECTION SECTION I PITCH FLOOR I s TION B A E I E in LOWER FOUNDATION WA L HEIGHT AT DOOR OPENIN 5I Z o In N � W o. o v o' o o' o C) c� LU v z 34'-O" 8'-2" 23'-G° O U r 0 G5'-8" Q N z FOUNDATION PLAN SCALE: 4" = 1 '-0" PAGE: ,^-,5�,� , UNAUTHORIZED ALTERATION OR ADDITION TO THI5 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION Of SEC. 7209 OF THE N.Y.5. EDUCATION LAW G5'-13" 42'_2" ca O W2 W2TEMPERED 0 Ln 5ECTION O Q Z B W2 Z :4:j"K VALL w I2'-2" 30_0" U Q �- C) (s) Q m 5ECTION SECTION o 2x I O CJ @ I G" OC -O"HEIGHT BATH W I W I LANDING DOWN 36"KNEE WALL 2x 10 C.J. @ I G" O.C. MASTER 5ECTION4'xG DECKING o ° 208 so.f. N 14.0%LIGHT 5ECTION D 3- 1 Ig' LVL HEADER �.�%veNT 2- 1 IZ' LVL HEADER 2- 1 IZ" LVL HEADER - I I�" LVL HEADER- T D FLUSH TO CEILING 8� a USE 51MP50N HU SERIES W2 W2 q-�l0'0"PLATE HEIGHT ALONG BACK WALL p3CONNECTOR @ JOISTS 10 I o1j O o 9 N FLUSH HEADER CLOSE 2468 4068 BEDROOM BYPA5 2068 i 44 50.Ff. -7 LINEN 18.2%LIGHT U 'C.O. 2 I o.I%VENT GREAT ROOM 4 S.D. X ° 1017" CEILING HEIGHT (U 2668 2468 2468 N - o CL C) o •C.O. I (all �_--111 2668 V NTLESS GAS FIREPLACE, SET - I -� N N Nr 12"ABOVE FLOOR; MAKE $ MODEL 2068 N WALL LEGEND: o T.B.D. INSTALL AS PER T.D.D. POCKET F MANUFACTURER. U CLOSET ( CLOSET p �O NEW CONSTRUCTION P OVIDE 12" STONE SURROUND @ _N b EXH U FAN c_ c.o. FACE OF UNIT � MANTLE. DRYWALL x ° DU TED TO 0 O 2"X 4" STUD FRAME EXTERIOR WALLS, 2468 45D R MAINING WALL SURFACES TO N �j N oU �- �` to O 3" CLOSED CELL SPRAY FOAM INSULATION, 0 4 LINEJN � C (LING p �_ 3'-3" 7'-4 1/2" 7'-4 1/2" 4" PLYWOOD SHEATHING ON EXTERIOR, HOUSE m o 9'-0"HEIGHT 1668 WRAP $ HARDIE SIDING AS SHOWN; 1i GYPSUM 0 < TU N FRAMING 3'-6" BOARD ON INTERIOR 51DE U 3 = BE IND FRIDGE c9 LANDING 3'-6"+ HALL F,z w m 2"X 4" INTERIOR STUD PARTITION, o W - v I I UP m ® L 10-0"HEIGHT N 2868 w/ I LAYER 2" GYPSUM BOARD ON EACH m o nv - SIDE; USE MOISTURE/MOLD RESISTANT ® I P-2"x71-6"OPENING N 7 5 I o a"x6 D CKING BOARD IN KITCHEN, BATH LAUNDRY 2668 - ' - -4"x71-6"OPENING ? o AREAS * USE CEMENT BOARD ON ALL C.O. 2- 1 1Z' LVL DROPPED HEADER; z 9'-0"HEIGHT MUDROOM _ N Lu AREAS TO RECEIVE TILE 2 4s.o. SET @ 7'-G" ABOVE FLOOR. 0 ENTRY o TRIM OUT OPENING UNDERNEATH �) D2 i 2"X 4" STUD FRAME WALL COMMON TO d CLOS I �j x 1D 2 68 DOWN UJ GARAGE; 3" CLOSED CELL SPRAY FOAM d N (� INSULATION WITHIN * I LAYER 4" FIRE RATED 5068 D ih LAUN RY DRYWALL ON EACH 51DE OF FRAMING - BYPAS Z - ' [ 4068 PROVIDE INYL PAN O U BEDROOM Itu 2468 CLOSET o w/CURB; ENT DRYER _ .p DINING ROOM POCKET - BENCH SEAT w/BEADBOARD I HANG ROD w/SHELF N TO EXTER R MAINTAIN 9'-0" CEILING HEIGHT ? -> PANTRY 32 sa.F. io n ON SURROUNDING WALLS ABOVE,TW.ALL CLOSETS ENTRY HALL v s-o° s'-o" THROUGHOUT FIRST FLOOR AREA; = U 9.9%LIGHT m LINE OF CEILING BREAK z 1 1.O%VENT 7�7x O HIGHER CEILINGS AS SHOWN ON PLAN - o - PITCHED ADJUSTABLE t IN BUILDING SECTIONS N I� N V-2 W4 SHELVES 4,_6, 3068- PROVIDE 45 MINUTE FIRE RATED DOOR WITH PROVIDE 2- 2"X 10" HEADERS LOSET SELF CLOSING HINGES f II ABOVE ALL WINDOWS $ DOORS 0 3068 I 8'2" DOOR SWEEP 4" FIRE RATED DRYWALL ON ALL UNLESS OTHERWISE NOTED; G'-10" -n 406ATRIJ 8 ENTRY DOOR R ITHEPMATRU SURFACES WITHIN GARAGE HEADER HEIGHT FOR ALL WINDOWS; BYPASS GREAT ROOM - HEADER HEIGHTS AS I I'-6" 2'-0" �54 13.6 III INDICATED IN SECTIONS. W I (\A/) w 1 W 1 GARAGE DOWN 4" SECTION U TO PORCH U C I - 4 s D. SQUARE FOOTAGE AREAS: COVERED PORCh 4"x4 PORCH FLOOR BOARDS 2x 10 CJ @ I G" OC GARAGE: 550 2- I X 7 LVL HEADER ALTERNATIVE FOR OPEINING PROTECTIONHEATED SPACE: 2000 s'-1' CEILING HEIGHT - BEADBOARD ON CEILNG _ 4 I I'-o"CEILING HEIGHT +/- FRONT PORCH. 200 L"JOOD STRUGtUR.LPA tE1t�J1T#�A M1Nt,tU1v17H1CYPt15 c3F 7/1.6'AND MAxtMU€� PAt1�1 SPAIN C3��'-O° TOTAL FOOTPRINT: 2750 FLUSH w/.CEILING�NISH _ z _ _.:.:-. . ... ---_..-__ N ON SHA!1TlE PER!v!iTTEk7 FOR OPEe#iNG PROTECTIO"#144 0'4 AND TWO STORY 6J1Lt?€NGS. PANELS _ . = . - _ . - . - . . - . - . ..._ _. _..._...__..._. .I...._ -----__..__ �JT�TB€�A� SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHM�+11'HARDWARE PROVIDED. 1 � --__-........._------.__....__......- _-._---_-....-.__....._.......___.__.-..--_._..�_.. _ _�-_--- - -----.. (REFER.TO SECTION# I G09.#A AND 1 GO9.6.5 AND TA5L1=,1609.1.4) t - ... ..... E N = 3 �' DI S N M RU U L I I 1 2" 5Q. COLUMN w/CAP N STEEL COLUMN BURIED IN o X 4"X POURED u, I , TABLE I E©9. I . BASE DETAIL, TYP. ALL o 9-O' X 9-O' DOORS W/ __._...._ ..._.._..._ ,.._._._........................- ----------------_-.._. . .. ........-......._......................_...__-_---__-__._._._._-..----_.__.._._...____.._. CONCRETE FOOTING (TYP.) 1 ..-........... � 2- 1 I Z" LVL HEADER ABO E W -................�`JINDE30RR,"4E DEBRIS PROTECTION FASTE€�,t141G SCt"EDULE FO[e.WOOD STRUCTURAL PANELS _---._. I'- I I'_8" - 34'-0" o C520 STRAPPING Z Z o U n FASTENER SPACING(1NCH[E5) D- (� z PANEL 1aPAN< ,2'-2t-9"<PANEL 41-OA<PANEL 61-0"<PANEL secrloN SECTION Z ,� a"M SECTION � SECTION S FASTENERTYPE C7" SPAN<41-0" SPAN<0'-0" SPAM<61-04 B A E � I I Y IE w � °� 42'_2" -� o 2 1/2" #18 WOOD SCR WS 16 f 6 12 9 N�I I I NOTE: PROVIDE WIRING FOR OVERHEAD 0 2 112" #8 VtrC1tD1 aGRE;V a i 6 16 16 12 F I f�ST F LOOK PLAN GARAGE DOOR AS PER U I m MANUFACTURER SPECIFICATIONS IN ACCORDANCE WITH THE w A.T1�€STABLI 15$AaED ON A MAXIMUM WItM SPEED(3 SECOND GUST)OF 130 MPI r AND IV IFAN ROOF SCALE: 41 = I '-O" I RESIDENTIAL ELECTRICAL CODE 1iE1Gt1T OF 331-0"OR LESSOf NEW YO RK STATE B. FA5TENERS SHALL,,BE INSTALLED AT OPPOSENG EP4D3 OFTHE WOOCJ STRUCTURAL PANEL.; _.._.-...__._.................................._..-....-._.. _....,_._.__._...................._..._....,_.... - .-.--...-.-..------`---------_....._'__---- - ...-,. �� _... W3 W3 � oKia C. WHERE SCREWS ARE ATTACHED TO AAASOWY CaR RAASOPiRY/STUCCO,THEY SHALL IR ._..__._ . 4u ATTACHED UTILIZING MBRATION RESISTANT ANCHC,IP,S HAVING A MINIMUM WITIMDRAWL 1 x CAPACITY OF 490 L89. m v` 23'_6" WINDOW AND DOOR SCHEDULE SYMBOL MODEL NO. WINDOW TYPE CLEAR GLASS EFFECTIVE PRESSURE REQ'D PREFORMANCE QUANTITY SPECIAL NOTES OPENING AREA WIND AREA ZONE PREFORMANCE GRADE RATING W I TW244 1 0 TILTWA5H 4.64 8.28 10 5 18.2 -24.0 40/40 G TYP. WALL FRAME-REFER TO SECTION DETAILS W2 TW254 1 0 TILTWA5H 5.36 9.73 lo 5 18.2 -24.0 40140 8 15t fl-R. EGRESS W3 TW244G TILTWA5H 4.37 7.65 10 5 18.2 -24.0 40140 3 NEW WINDOW TYP. REFER TO PLANS FOR W4 TW2432 TILTWA5H 2.84 5.09 10 4 18.2 -19.0 40140 2 TYPE AND SIZE tLJ u� W5 TW243 1 0 TILTWA5H 3.65 6.37 10 4 18.2 -1 9.0 40140 2 I X3 MIN. PRE-PRIMED WG TW2 1 04 10 TILTWA5H 5.72 10.45 20 4 17.4 -10.0 40140 1 TRIM AROUND EXTERIOR ,n W7 AR45 1 AWNING 2.1 4.1 10 4 18.2 -19.0 35/35 1 TEMPERED IN SHOWER OF WINDOW TYP. LLJ W8 CXW 135 CASEMENT 7.5 7.9 10 4 18.2 -19.0 50/ 50 1 1 411 W9 AR3 1 AWNING 1 .4 2.7 10 4 18.2 -19.0 35 /35 1 TYPICAL a W10 TWT281 5 TILTWA5H TRANSOM - 2.37 10 4 18.2 -19.0 50/ 50 3 } 3 2 112" NO. G WD SCREWS z DI 3068 HINGED ENTRY I MANUFACTURER t STYLE T.B.D. TYP. AT I G" O.C. MAX. 3" - D2 2868 HINGED ENTRY I MANUFACTURER t STYLE T.B.D. FROM END TYP. U ° D3 FWGGOG I I w/FWTGO I G FRENCH WD. GLIDER w/ 1 5.3 1 24.86 50 4 23.2 -25.4 40 TRANSOM 1/2" PRECUT STRUCTURAL z PLYWOOD WINDOW PANEL ALL WINDOWS TO BE ANDERSEN, 400 SERIES, UNLESS OTHERWISE SPECIFIED TYP. FOR ALL WINDOWS WINDOWS�DOORS TO BE WHITE EXTERIOR, WHITE INTERIOR UNLESS OTHERWISE REQUESTED BY HOMEOWNER. AND GLASS DOORS. PROVIDE CLASSIC SERIES LOCKS, HARDWARE AND BAND LIFTS IN WHITE FINISH. FULL EXTERIOR SCREENS 51MULATED DIVIDED LIGHT GRILLES, G OVER I COLONIAL STYLE, AS SHOWN ON ELEVATIONS- PERMANENT EXTERIOR, REMOVABLE INTERIOR; 3/4"WIDTH CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B COEFFICIENT 1 .0 WITH 130 mph BASIC WIND SPEED. AS PER TABLE R 301 .2 (2) NEW YORK STATE BUILDING CODE. i WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH REMOVEABLE 5/8 WOOD STRUCTURAL PANELS WITH MAXIMUM OF 8'-0"SPAN. FASTENERS FOR SPANS UP TO G'-0"SHALL BE 2 112 - #8 WOOD SCREWS AT I G"O/C, FASTENERS FOR SPANS UP TO 8'-O"SHALL BE 2 112"- #8 AT 12"O/C. TABLE 301 .2.1 .2 GLAZING P I�OTECTI O N DETAIL ALL UNITS MUST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED, ANY MULLED UNITS MUST MEET OR EXCEED NOT TO SCALE / PAGE: 1 .5 TIMES THE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE. ALL EXTERIOR GLAZING MUST MEET ASTM E 1996 TEST REQUIREMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW r _l . o 0 N m I I" W5 I LL Q N Z • U' Q QSECTION B SECTION w 2xI0R.R. ( ppm A F @ I G" O.C. z , � • I w I RAFTERS SIT ON PLATE o I� SECrION 12 I ON ATTIC 5UBFLOOP, ROOF NOTES: °„ ° THI5 FASCIA LINE C 12 • GAF architectural as halt roof LOWER p 2x 10 R.R. o I , shingle over entire roof area. @ 16 O.C. FASCIAS TO ALIGN w . 2x8 C.T. LVL HE ER FLOW z @ I G" n( - AT 5# felt over 8" CDX Plywood I 12 I W/ 2xG AT , SHOWN J SECTION sheathing with Ice p weather shield 101 ON FIR FL OR PLAN _ _ I secrloN at all perimeters and valleys. 2x I O R.�. �' "'�— I 12 I D I o R. • Gable ends to have 1'-0" flyers; — @ IG' O.C. 12 - � Side overhangs to be 1 '-0" with I x8 fascia and vented, vinyl beaded OI soffits. Overhangs over garage and I cx /O J mudroom vary to accommodate plate I FS ` height differences. I ��L / 12 � I I -� 75 + ca M RUNOFF NOTE: 2 IO o i x O TYPICAL ALL LAYOVERS - a2 c� aU I I p Gutters continuously around; C)BOLT TO RAFTERS W/.2 SUBFLOOR IN THI5 AREA 12 \ 0 Leader locations as per I — LAG BOLTS WASHERS — 14" HIGHERTHEN ALL OTHER 10 I I N installer - all leaders drain to cv @� N ATTIC LOCATIO1N5 TO �`�G j, z m ACCOMMODATE GREAT ROOM G" 0 PVC pipe to new drywells. CEILING HEIGHT. COLLAR TIE HEIGHT 5ET FROM ;L • c6 5 O RUNOFF CALCULATIONS: ( 7'-0" ABOVETH155UBFLOOP, �� I I o o 3059 x . I G7 x 7.5 = 2972 gallons of runoff . . .Z— . . . — I - I .— @ ( I) I '-0" x 8'-0" capacity = 300 gallons — PA T FROM RIDGE CAORIED THRU WALLS i— O ` BE OW#DOWN TO 2972/ 300 = 9.9 I �_ FOOTING @ ( 1) 4'-0" x 8'-0" 0 = 1200 gallon capacity `x Runoff Containment Requires: o (3) 4'-0"deep x 8'-0" 0 ring OR equal � � P05T FROM RIDGE (provides 3600 total capacity) I �p — CARRIED THRU WALLS 0 3068-IN5ULATED DOOR WG N BELOW* DOWN TO 1 4" LVL RIDGE ~ 0/ w/SELF CLOSING HINGES 4 D0 FOOTING U 12 DOOR SWEEP WALL LEGEND: �" / 10 NEW CONSTRUCTION /' U-.► 2"X 4" STUD FRAME GABLE END WALLS, \ ATTIC ALL AREAS UNFINISHED, UNHEATED x J AND FRONT KNEE WALL. ( 3" CLOSED CELL SPRAY FOAM INSULATION, 12 �• 12 ,�J� O 8" PLYWOOD SHEATHING ON EXTERIOR, HOUSE 10 / \ 10 /�� WRAP * HARDIE SIDING A5 SHOWN; EXPOSED ( Qz U I q I FRAMING LEFT TO INTERIOR SIDE � ��� O / LINE OF RAFTEWFIE INTERSECTION 2"X 4" INTERIOR STUD PARTITION AROUND I N P J x I w STAIR TO FIRST FLOOR; 3" CLOSED CELL 12 J \GAG SPRAY FOAM INSULATION WITHIN AND ?" GYPSUM BOARD ON STAIR SIDE OF WALL 12 I iyoo y�l 12 2x8 C.T. 1 1 2 1 @ I G" OC ATTIC NOTES: i 2x 10 R.R. \ 2x8 COLLAR TIES SET AT 7-0"ABOVE 14 / @ 1 0•C• NIGHER SUBFLOOP,OVER GREAT ROOM. I 9'_4° 15'-4" 9'-4" 2x 10 R.R. ATTIC WINDOWS TO RECEIVE I ° 2'-8"RAFTER PLATE HEIGHT W3 8"RAFTER PLATE HEIGHT I._0 I' I" @ I G" O.C. 2- 2x8 HEADERS w/C520 STRAPPING. _ _ 0-8" HEADER HEIGHT FOR ALL WINDOWS. o •�: — I SECTIONLU LU 17.7„ °' _ = I n q � 0 12 � � JI 4 00 NX �.-.-. ._._._. 1 2 �. 34'-a' �. I 12 I W a j I j z � �� Y-j a o �� IF�H11 U m N W cr z w ,00 oar, 2x 10 R.R. ° SECTION SECTION SECTIONI I @ I G" O.C. I SECTION • N O wC8 ATTIC ROOF FRAME PLAN j I I x SCALE: " — P-0" I RAFTERS SIT ON PLATE 4 ON ATTIC 5UBFLOOR e °� ' W5 ROOF GUTTER TME w W 4"0 ROOFL• -- . . ° __j HOUSE ri VENT ROOF LJ 4 LEADER EXTENSION Lu zo ATTIC (!� W GRADE m LU --I- I KITCH N ® ® ® ® ® ® BATH I I BA2 LAUNDRY H I I BATH 3 I I I ® ® ® IQ � i I I III 13" ®® ®® ®® ®® ® i-\0/ii M°11 1/2 I 1/2 1 I/4 t 1 1/2 1 u2 011 1/2 F.A.I. �i IN 1ala 12 I I/4 l I/qI I 0 10 a INK D.W. LAV ` W.M 0 1 0 ® PRECAST ONCRETE SHCIWER 1 ® LEACHI RING - 1 FIRST FLOOR TYPICAL LEADER ELEVATION / SECTION 2 2 1 1/4 3 ® ® ® Not t0 Scale a ® ® RUNOFF NOTE: 2 3 I I/4 2 3 �I /4 �I /4 c.o.l a TO NEW SUFFOLK COUNTY t Q F IN. 4 — Gutters contmuousl around; \ �__ w,' �• �. ' DEFT. 5EFTIC UNE. Leader Y / ; 'rA/7v Leader locations as per M1 VAN 4"C.I.HOU5E TRAP installer - all leaders drain to /a 1 SLOPE" 1/4" PER FOOT PITCH TO DRAIN CLEAN SAND t GRAVEL G" 0 PVC pipe to new drywells. Jb PLUMBING RISER DIAGRAM NOT TO SCALE - {;/ PAGE: BASEMENT UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW 5 1 -2"X 14" LVL RIDGE; GENERAL WIND PROTECTION CONNECTION NOTES 4 WAILING 5CHEDUILE ....... .......... .... .. ------- .............. ........ .............. ------------- 5IMP50N C520 Adapted from Standard for Hurricane Resistant Residential Construction; 55TD .............. ............. ... ........................-1-11,-..,.1111_-...._f I CONNECTOR(TYP. ALL) MANUAL 10-99 and 20 15 55C High Wind Edition Wood frame Construction C\J C) Fasteners and Connectors for Wood frame Construction NAIL, 'd UIXOTY, A1t'5PAC;ING 2x 10 RIDGE; � 51MP50N C520 .5, foundations walls, floors, 5tUC15 and Ln Z I . A continuous load path between footin,�] CONNECTOR(TYF. ALL) RAFTEP,TO TOP PLATE TOE NAILED 151-0'W' ALLf 5-5a PER RAFTER roof framinCj shall be provided. I 01_0"WALL:8-8a PM RAFTER Z LU "If-6 E-IN-A[LE'D LL.---3, id, P M'"'JO15T 2. Approved connectors, anchors and other fastening devices not included in ........... .......... ........................... - 2x 10 K.R. @ I6 0.C. < I C'-G'VVALL.4-ed FEK JOt5T the Standard Buildinc ............... ....... EACH LAF"_­­_­­­­_' ....... j Code, Section 230G Of 15C shall be U5Cd in accordance CELIPIG,;Ot5TTOf'AR.ALLf!LF,AFrEK ______�,�� BEE TABLE 3.7 ----------- ------_--------- -------------------------_- --_----------_----------...__-__-._.._-1­ -------------- with manufacturer's recommendations. 2x5 C.T. @ I G" 0.C. CEILING JOIST LAPS OVI51',PAKtITION5 FACE NAILED 5FF-TABLE 8.7 EACH LAP —------ 2x8 C.T. @ I G` O.C. ARCHITECTURAL ASPHALT H END 3. Metal plates, connectors, screws, bolts, and nails CXF05CCI directly to the 2- 2x(5 HEADER A13OVE /L 7-0"ABOVE HIGHER 5Ubf LOOP, ROOFING WITH 15# FELT �Toe NAILED 2_8":I 12 91 weather or 5UbJeCt to 5alt corrosion in costal areas, shall be stainless steel or WI N DOW WITH I N f RO NT ALIGN OVER 8' CDX PLYWOOD RJM BOARD TO RAFTER, END NAILED 2-11Gd EACH END 10 hot dipped cjalvanized. GABLE WALL X 1�11 I WITH ICE � WEATHER SHIELD C520 STRAPPING +/ @ PERIMETERS VALLEYS WALL FRAMING T-OP I ATE TO.I TOP PLATE LED 2-1 G.1 PER FOOT 4. Where WIrldOW5 and doors interrupt Wood structural panel 511COthincj and ATTIC TOP PLATES AT INTER5ECPON5 FACE NAILED Ga JOINT!)-EACH 51DE 5idin,�, framing anchors or connectors shall be provided at the top and bottom CID .. ........ 2xG" ACID LEDGER 'HTO To STUD [,FACE NAILED 2-1 Q:f, 24* of cripple studs, header studs, and at least one stud at each side of opening. ,BOLTED HMER TO HEADER FACE NAILED I G14 I G,O)C ALONG FDGF_5 TO HOU5E Iff RAME; PORCH 2" CL05ED CELL SPRAY 0 2 * - C.J. $ R.R. (TYPICAL 2-1 Pel 2Y4 SPUD RAFTERS 51T ON LEDGER t FOAM * R-22 INSULATION TOP OR BOTTOM PLATE TO STUD END NAILED 5. Kicl,�e straps shall be attached to each pair Of OPF05incl rafters except where RA- ER$ 3-1 GJ ?M�YG 5TUD collar ties Of I xG or 2x4 lumber 15 located in upper third Of attic 5raCC and FASTEN wl H2.5 SERIES VA-LEY PL\TE WITHIN CEILING THKU-OUT BOTH ENDS) iFF_,_i_X8 STUD JF attach to each pair of rafters. HEIGHT PLYWOOD 5Ut5ffLOOK--,,,, 51MP50N H7 CONNECTOR BOTTOM,PLATE TO FLOOR JOnT, 1FACENAILED 2-4 GJ rt G. Uplift connectol-5 shall be provided at each rafter bearin6j. SIMP50N H7 CONNECTOR 12 C\I 1 4 5ANDJO5Td,'END JO[5T.OF,BLOCKING r,rOOT 2x 12 C.J. @ I G" O.C. FASCIA wl VENTED 50f f IT; 00 A J HIGHER THIS SECTION 2x 10 C.J. @ I G" O.C. 7. floor to floor hold-down5 to be provided every 48, and every I G" within 4' 2xG RAFTER PLATE FLOOX FRAMING0 joerTo giu.Tor PLATE,OR GIRDER 'TOE NAILED A-6d PER JOt5T of exterior corners. 2 COFFERED TRIM DETAIL ON 2- 1 18" LVL HEADERS ABOVE BRIDGING TOJOrST TOE NAILED EACH DID BLOCK fN-G To J015T TOE NAILED EACH END FASCIA 4 50f f IT, ALIGNED 2xb CJ I OC CEILING THRU GREATROOM WINDOWS * DOORS wl TRANSOM; 8. Sill Plate, to foundation Anchoracje: 5111 plate shall be anchored to the wl HEIGHT Of GARAGE C520 STRAPPING ,5 41-11 11211 2- 1 IZ' LVL DROPPED HEADER _1Z BLOCKING TO 5111 OR TOP PLATE JOE NAILED EACH BLOCK HEADER;. ...... ------- foundation with anchor bolts havincj a min. bolt diameter of 5/8" and 3"x 3"x ALIGN TOPS Of TRANSOMS ACROSS LE GEP,5TKIPTO5EAM' YFACE NAILED 3-Jrj EACH JOIST 2- I I'd X 7-L" LVL HEADER; SET @ 7-0 ABOVE FLOOR. 0 P�11111 __-._.__.1_-___11-1111.1- -.-11--_.__ ... . . ..11 ....... 1/8 washers. A minimum of one anchor bolt shall be provided within IS to 12 4 4 BACK Of HOUSE >- J015T ON LEDGERTO BEAM TOE NAILED FI N15H OUTSIDE W/ I x AZEK TRIM OUT OPENING UNDERNEATH inches Of each end of each plate. Anchor bolts shall have a minimum embedment 2x4 STUD FRAME EXTERIOR Z WALL @ I G" O.C. wl 3" CLOSED CELL D 5T 70 13T END NAILED 5-1 CC( PER J015T 05T TO 5ILL OK TOP PLATE TOE NAILED 2=3Gd PER FOOT of 7 inches in concrete/ masonry foundations. Anchor bolts shall be located within 12 Inches of corners and at 5pacincj not exceedincj 4 feet on center. C? I d) ENTRY HALL GREAT ROOM �D :13 12" 5Q. PEI;ZMACA5T COLUMN SPRAY FOAM INSULATION, 0 Q TO OF,5"EAT"( V. WPERIMETER EDGE ZONE- I r,O/c,-z;*AT PANEL EDSE5 wl CAP It BASE DETAIL; PRO 5' CDX PLYWOOD SHEATHING, BEDROOMS 5TKUCTUKAL PANELS 'AND AT tNTERMEDIIATF SUPPORTS IN THE PANEL FIELD HOLDDOWN5 * STRAPPING -11 HOUSE WRAP * HP DIE LAP SIDING 0 C) ---- --- DE511GN LOAD CALCULATION5 INTERIOR ZONE-I C-QC-G'AT PANEL EDGE5 ANN 12-AT �' GYI'5UM BOARD ON INTERIOR 6a INTEnAEDIATF_5UrPORT5 IN THE PANEIL FELD f.oR ROOF gH.EATmiNGWtTfliN,4'-C'OfTHE PERIMETER EDGE OF THE ROOF,INCLUDING 4'-O"OrTEACH 5IDECFTHE ROOF FEAK THE 41-0*17ER3,1 PROV. H4 CONNECTOR 2xG ACID SILL PLATE EXTERJOR.BALCONIE5 Go ;Zr 'I , -,I" PLYWOOD 5UE3f LOOP, OVER TERMITE SHIELD ETER MINIMUM UNIFORMLY DISTK15UTED LIVE LOADS Cbsf) 5-2" 401 1 x 10 RIBBON BOARD I OVER SILL SEAL; DECK5 X .'I G" R-30 INSULATION 2x 12 f.J. @ I G" O.C. ATTICS;\MTHOUT!5TORAGF 101 2x(5 ACQ DJ @ PROVIDE 5IMP50N C520 GYMUM 5J COOLEP,9 7-EDGE 10'FlEb W1 LPT4 CONNECTORS ATT WITH RAGE 40 2- 2"X 10"ACQ GIRDER, L 3- 1 1 Z' LVL DROPPED GIRDER �WALL SHEAT IN OOM5(OTHER THAN SLEEPING ROOM5) 40 h G , BOLTED THPU P05T W/ -L" DIAMETER STEEL 3 2 ETKUCTUKAL PANELS 11/2' Golv.Rocl ruit 3'EDGE G*FIELD 15LEEPING ROOMS 30 (2) CARPIA(-,F BOLTS LALLY COLUMN BURIED IN �' DIAIVIETER ANCHOR BOLTS 12 x 1.5"L.x.7/1 ClieoJ) CRAWL SPACE W1 7" MIN. DEPTH @ 45"O.C. 5-2" 24"X 24"X 12" POURED I I ma.Galv.Kooftirg nail 51 25/82* NOTCH F05T5 CONCRETE FOOTING W/MIN. 3"X3`x-L'WASHER @ PLATE I 2*k t.751.x.318'head) ............... ....... ... ......... .. ................................. ................... FIBERBOARD PANELS • CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA FOR GIRDER .......... 'ed 3, -171 ELD -------- GROUND SNOW LOAD 20 IL75 4" POURED CONCRETE SLAB 8" POURED CONCRETE LLJ 25/32-' ___ -EDOE/r,---­­------- 51MP50N ABU44 ON COMPACTED FILL ............................. E- (r) GYP5UM,WALLBOARD 5el COOLER5 7"EDGE/I O'FELD BAOC WIND'SPEED, 130 mph CONNECTOR (TYP) FOUNDATION WALL W/ ................ .......... __- ......................................... D 41 EDGE ZONE- I G*O/C-G"AT PANEL EDGES AND 12'AT P-4"X 5" cf. FTG.; PROV. bTo5ure Cale or 0 G"X G" ACO POSTS ON 12" HARD50ARD. I'NT'M�AEDM I TE SUP.MIPT-13 I I NTHEPANELFFELD, 2-#4 REBAR IN FOOTING INTERJOR.70NE- I C*01C-r.*AT PANEL EDGE5 AND 12'AT SEISMIC DESIGN CATEGORY 13 50NOTUBE wl POURED (TYPICAL ALL AREAS) 814 INTEMIEDIATE5UPPORT5 INTHE PANEL FIELD WEATHERING SEVERE CONCRETE FOOTING > FP,06', LINE DEPTH 3'_O# 20"x 20"x 12"d. LLJ "NOTE: CONCRETE SHALL BE 5TF,Ur_TURAL PANELS- I"OK LE5S ad G,EDGE 112*FIELD TFRMITE MODERATE TO HEAVY (TYPICAL ALL FOOTINGS) PC = 3,500 P51 @ 25 DAYS ICE BARRJER.REQUIRED YE5 FOOTINGS SHALL BEAR ON *,N21kril reapire4tcnts are Lased an wall sheathing nailed'G inches O.C.at the panel edgy. If wall s4eqthinj is naffed 3 fniolles 0,C.atthc panel el�js tc�,ct�t;ltn BUILDING SECTION "All UNDISTURBED SOIL WITHIN hi hsr shear ca ac t.es,natfin"I rdsqufrerfie ts nlvr�ers sl`�fil b�6,iouuecf.oelal BEARING CAPACITY OF , I'— 1 -7 ­ 111 .11 , . I ­ 1 1 . 1 1 1 I-oil 1 .5 TONS PER SQUARE FOOT When wail rheathirici is continuous mer connected membars,the tabulated number 0 nails shall be permitted to be reduced to I-I Ca mail per fOct. SCALE: :T' I GENERAL NOTES: • The information on t1115 set Of construction documents 15 to relate b351C CIC51cin ELECTRICAL NOTES: intent and framing details. They are intended as a construction aid, not as a substitute for generally accepted good building pracItice and are in compliance with All electrical work to be BOARD Of flPE UNDERWRITERS approved and to include current New York State building codes. The general contractor 15 responsible for installation Of fIXtUrC5*5lpeClfication5 as indicated on plans. Light fixtures to be 5Ur1plICc1 12Y providing standard construction details and procCCIUrC5 to ensure a prol`C55ionally CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS finished, structurally sound and weatherproof completed product. owner and installed by contractor. GfI outlets required at bathrooms and exterior areas. Install all outlets as per code. All work 15 to be clone in strict accordance with the New York State Code 0 General contractor to coordinate all subcontractors, scheduling of work and by a licensed electrician. All ne�, switches it OUt1Ct5 to be Leviton, Toggle, supplied it installed interaction between trades. by contractor. Contractor to do all hook-ups as required for bathroom fans, cooking exhausts and PROVIDE 1/2"SPACING LJ provide wiring 015 required for gas fireplace and cooking appliances. UPPER SHEARWALL BETWEEN THE END STUD 6 The contractor 15 responsible for ensuring that all work and construction meets BOLTS AND THE 2 OTHER STUDS P-1 or exceeds current federal, state and local codes, ordimance5 and regulations,.etc. CORNER BRACKET FOR ALLOWING These codes are to be considered as part of the 5p��Clfication5 for this building plan. FRAM I NG NOTES: ANCHOR RAFTER NOTCHED RAFTER HOLDIDOWN INSTALLATION CONNECT CORNER STUD o If in the course of construction, a condition exists which C1153circc5 with that as RIDGE TO TRANSFER SHEAR • All lumber 15 to be Douglas fir#2 or better at I G"on center RIDGE FASTEN WITH(2)16d indicated on these drawmcj5, the contractor shall stop work and notify the C165clner ;R!� U COMMON NAILS @ 6'O.C. the enclincer immediately. Should he fail to follow this procedure and continue work, I • All wood framing in contact with concrete or masonry 15 to be prC55UrC treated. 'ACQ'designation he shall assume all re5pon5ibihty and liability arising therefrom. refers to current arsenic-free treated Wood standards and shall take the place of'CCA' SIDEWALL ENDWALL P • Dimensions take precedent over scale - DO NOT SCALE DRAWINGS. THREADED ROD • All TJI'5 are to be m5tallCd in accordance with the manufacturer's specifications and shall include- z) SHEAR WALL CORNER CONNECIDN assumes no 5 • The CIC5icjner has not been encjacjecl for construction supervision and , 6[Ua5h blocking web stiffeners at bearing points on girders and other load bearing areas DOUBLE PLATE responsibility for construction coordinating with these plans, nor responsibility for TYPICAL RIDGE TO RAFTERSTRAEBM— TYPICAL RIDGE BEAM TO RAFTER STRAPPING 0 construction means, methods, ter_hn16lUC5, 5ecluencde5 or proceechure5 or for 5aftey 5tructural 5teel A5TM A3G - fY= 3G K51 lJ precautione,and programs in connection with the work indicated. There are no ANCHOR warranties for a specific use expressed or implied in the 1.15C of these plans. • All straps, connectors,plates, bolts, nails, etc. are to be cIalvanized. Designated connectors, straps, CORNER BRACKET e Contractor to provide hardwired smoke detectors, with battery back up, and with etc. on these drawings are my by Simpson unless otherwise indicated. All connectors, straps, etc. are to be BOLTS KING STUDS —4) no intervening switches, on all floors and in each bedroom. Verify with local code nailed/bolted in accordance with the manufacturer's specifications. LOWER SHEARWALL requirements as per Section R.3 17 New York State Residential Con5truciton Code. SHEARWALL TO SHEARWALL CRIPPLE STUD — E) 4 All floor sheathing 15 to be 3"AC type plywood, tongue It groove and shall be glued and screwed to RAFTER Install carbon monoxide detectors a5 per Code. 4 SHEARWALL HOLD-DOWN DETAILS HEADER the floor Joists(G"o.c. CdCJC5* 12"o.c. field) dd: FOUNDATION NOTES: N.T.S. 4 5olid blocking 15 to be installed every 6-0"max. or MICI span of all floor Joists with spans exceeding RAFTER JACK STUDS • General contractor to review plans, elevations and CletaI15 to determine '-0". Blocking 15 to be m5tallCd at all point load bdearm,�points. TOP PLATE intended heights of finished floor above typical cjrade. TOP PLATE • Install double J015t5 under all partitions running parallel DOUBLE TOP PLATE dill FootmCJ5 shall bear on undisturbed 5011 within bearmoj capacity of 1.5 ton5/5cl.ft. TYPICAL HEADER 3/8"PLYWOOD SPACER WALL STUD • OR AS PER P WALL STUD All exterior wall headers to be as indicated on floor plans t sections and all interior PLANS TYPICAL HEADER CONINECTIQNL • Concrete shall be FC = 3,500 F51 @ 28 days headers are to be 3- 2"x 10"unIC55 otherwise noted. All headers exceeding 5-0"shall have a double MT524C RAFTER TIE Jack stud with a single king stud dt on exterior walls provide double sill plate (typical). • Concrete on 4"sand or gravel fill minimum, wth GxG - I Q/10 welded wire mesh BY 51MP50N OR EQ. TYPICAL RAFTER ID-2WALL-STUD CONNEQJQhL_ ALTERNATIVE RAFTER TO WALL STUD CONNECTION reinforcement. Interior slabs to be placed on IS mill.stabilized polyethylene vapor • Provide insulation baffles at Cave vents between rafters and soffit VC11t5 as indicated TYP. AT WIN. HDR. .-Rcu. . . 0/y barrier. Welded wire mesh is to be placed in the top third of the slab and 15 to be WOOD HEADER/WOOD BEAM adequately supported by precast concrete bar supports to assure that the reinforcement on plan5 i i� R.R. AT I IS" O.C. AS PER PLANS 1 0 0 REFER TO FLOOR PLAN 15 held in position during concrete placement and finishing. • Exterior flashing 15 to be adequately m5talled at all connections between roofs, WaII5, (2) 2NG"JACK 5TUD5 2ND.FLOOR WALL STUD E) L TOP PLATE AT J4-2"xG"KING STUDS LLJ Fractice5. E1 —::: Z U-) chimney5, projection5 and penetration5 a5 required by approved con5trction F FT SECOND FLOOR OR FYP TO BOTH 51DE5) 0 • Isolation Joints are to be installed between the slab and the walls. Use preformed HEADER DETAIL 0') AT SINGLE STORY 2ND.FLOOR PLATE 19 Joint filler that 15 to be cut 112"below the slab surface and the resulting joint is to be filled f LOOK PLAN NOTE5: NOT TO SCALE 11) with an Cla5tOrrleric joint sealant. WOOD JOIST WOOD JOIST SUBIFLOOR U 4 Dimensions shall take precedent over scale drawings, DO NOT SCALE DRAWINGS 1 114724" 20 GAGE RIM BOARD LU r� 6III 4'-0" DBL. 2XG TOP PLATE LJ General contractor to m5tall cop-r-tex(or copper)sheet metal termite shields IIIHEADER STRAPS TYP. BLOCKING JOIST HANGER between all wood surfaces that are exposed to concrete or masonry surfaces. AT 2ND fLR. EXT. IL— TYP. All interior Wa115 to be Covered With �"gypsum board with metal corner reinforcing. All UNDOW�II II 1 ST.FLOOR TOP PLATES R/ odrywall products, including rjyp5urn board, screw,joint compound, tapes�trim shall be U.S. IIIOKMNG WALLS L15E i5d COMMON NAILS @ G" GIRDER/HEADER IL.!• Dam roof exterior of foundation wall with a bituminous coatinq; foundation final 2"XG"WALL FRAME @ I G" O.C. O.C. AT FIELD AND 4" @ WOOD GIRDER WOOD JOIST 1ST' excavation upon approval of building department m5rCGtlon5. Gypsum Co. or approved equal. All Joints shall receive 3 coats of joint treatment. SandII II II— EDGES=II -REFER TO PLANS 0 0 FLOOR WALL STUD coat to a uniform smooth surface,All walls, ceiling and interior of closets to be tared and C) Z 5packled, 3 coats, ready for paint. IFIF I 114"X24" 20 GAGE FOR DESIGNATED AREAS 2XG BLOCKING TYP. PLUMBING � HVAC NOTES: 5TW5 TYP. -6 JACK STUD AT 2 SIDES OF OPENING AT SEAM AT ALL Interior paint to be Benjamin Moore, walls"clove white"and ceilinci5 white, unIC55 III II • All plumbing work shall be clone by a duly licensed plumber and must conform and adhere BLDG. CORNERS JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER_ to all New York State building cocic5 4 safety requirements. otherwise decided by homeowner. All interior trim $mouldin,535 to be high CJ1055 dove white. < c, 2XG WD STUDS AT _KIM JOIST I IS" O.C. TYP. TYPICAL MULTI-STORY CONNECTIONS Z di, e Insulation ratings and installation locations a5 indicated on floor plans* sections. If wall plates or JO15t5 are cut during the m5tallation of plumbing fixtures or equipment 112" CIDX EXTERIOR GRADE 1ST.FLOOR WALL STUD 0 contractor must provide appropriate bracinj to tic f-ammj back to ether. Interior doors to be solid core wood; 5tyle to be determined. Interior trim to be 2� —1 114"X24" 20 GAGE PLYWOOD SHEATHING • HEADER STRAPS TYP. TYP. • Plumber to supply and m5tall tankIC55, on denand hot water heater. I x4 ca5me�5 with backband5 and 517"neck base trim with shoe. AT EACH STUD KIM JOIST AS PER PLANS 1ST.FLOOR PLATE All bath t- kitchen area walls and ceilings adjacent to wet areas to have water resistant REMOVE EXISTING SHEATHING -1 SUBFLOOR • Plumbing fixtures to be supplied by owner, installed by plumber. AS REQUIRED TO APPLY 5TKAF5 V drywall, and provide cement board for all areas set to receive tile. WALL STUD WALL STUD RIM BOARD WALUHEADER BOTTOM PLATE BOTTOM PLATE • Mechanical subcontractor 15 responsible for adhering to all applicable cocIC5 and NOT TO SCALE BATHTUB SUB FLOOR DOUBLE SILL PLATE & Kitchen to have countertops as selected with ceramic tile, subway bar-k5pla5h; all baths safety requirements. NAILING DETAIL (ELEVATION) DOUBLE JOIST DOUBLE JOIST to have ceramic tile floors and surrounds as selected by homeowner. LL NOT TO SCALE • HVAC subcontractor to fully coordinate system data * requirements with the FOUNDATION WALL C), equipment supplier and to provide final system layout drawing and 5lJbr1lt it to general contractor, -211\ TYPICAL WALL STRAPPING DETAILS A owner and equipment supplier for final review t approval. NOT TO SCALE • Mechanical 5y5tCM to be 3 zone with damper controls on second floor. Include optional hydrating air system within. I ST.FLOOR TO FOUNDATION CONNECTIONS DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS DN S '.C I � �7 / :­ / PAGE: • HVAC to vent all dryer cookincI exhaU5t5. OLT 0 A EF 12 4 2,(5 CJ @ I OC 50 3 ON I CONNECT TRANSFER To ST[ FA COMMON UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION Of SEC. 7209 Of THE N.Y.S. EDUCATION LAW I4"X 14" LVL RIDGE; O CONNECTOR(TYP. ALL) v Z m c N Q Ln Z U' Z_ J w 2x8 C.T. @ I G" O.C. LINE OF COLLAR TIES HEIGHT ALIGNED THRU OU ARCHITECTURAL ASPHALT 2 ROOFING WITH 1 5# FELT 12 12 OG OVER 8" CDX PLYWOOD 2x 10 RIDGE; WITH ICE * WEATHER SHIELD q-.@) 5IMP50N C520 @ PERIMETERS $ VALLEYS 0 ATTIC OVERHANG DIMENSION CONNECTOR rZ+� ADJUSTED SO RAFTERS + 12 10 RAFTERS OVER GARAGE ALIGN WITH FASCIA OF MAIN ��0� � MASTER TO SIT ON ROOF SECTION PLATE ON ATTIC 5U13FLOOK 2" CLOSED CELL SPRAY ATTIC 5UBFLOOR OVER GREAT ROOM CID i6 2-?' C.5. THRU C.J. R.R. FOAM $ R-22 INSULATION OC TYPICAL BOTH ENDS, ALL AREAS 4 WITHIN CEILING THRU-OUT 4" PLYWOOD 5UBFLOOK N 2x 10 C.J. @ I G" O.G. 2x 10 C.J. @ I G" O.C. OVERHANG DIMENSION �\ ALONG THIS SIDE DEEPER 1 TO ALIGN WITH FASCIA ACROSS FRONT OF HOUSE _ - 2- 2x I O HEADER ABOVE ALL WINDOWS AND DOOK5 r L 2x4 STUD FRAME EXTERIOR OTHERWISE U �o WALL @ 16" O.C. w/3" CLOSED o o PROVIDECS20 STRAPOING 3 O CELL SPRAY FOAM INSULATION, n n O 8" CDX PLYWOOD SHEATHING. BATH MASTER o BEDROOM HOUSE WRAP t HARDIE LAP SIDING m o co Z sv O O ESLL-1 o O 2xG ACQ SILL PLATE --> OVER TERMITE SHIELD OVER SILL SEAL; " PLYWOOD 5UBFLOOR I X 14 LVL RIDGE; PROVIDE SIMPSON C520 R-30 INSULATION 2x 12 F.J. @ I G" O.C. 2x 12 F.J. SIMPSON C520 W/ LPT4 CONNECTORS 3- I I g" LVL DROPPED GIRDER @ 16" O.C. CONNECTOR(TYP. ALL) 8" DIAMETER ANCHOR BOLTS CRAWL SPACE W/ 7" MIN. DEPTH @ 48" O.C. m W/MIN. 3"X3"x8"WASHER @ PLATE 3DIAMETER STEEL 8" POURED CONCRETE LALLY COLUMN BURIED IN BASEMENT 2x8 C.T. @ I G" O.C. 24"X 24"X 12" POURED FOUNDATION WALL W/ CONCRETE FOOTING 1'-4"X 8" d. FTG.; PROV. c'+/ ARCHITECTURAL ASPHALT LL_I 2-#4 REBAK IN FOOTING 0 ROOFING WITH 15# FELT (TYPICAL ALL AREAS) 12 P OVER 8" CDX PLYWOOD 12 WITH ICE * WEATHER SHIELD O "NOTE: CONCRETE SHALL BE ATTIC ��, @ PERIMETERS VALLEYS L PC = 3,500 PSI @ 28 DAYS 4" POURED CONCRETE SLAB UNHEATED, UNFINISHED 0c, FOOTINGS SHALL BEAR ON ON COMPACTED FILL N W UNDISTURBED SOIL WITHIN Z BEARING CAPACITY OF 1 .5 TONS PER SQUARE FOOT BUILDING SECTION "D" 2" CLOSED CELL SPRAY SIMPSONE ONCO NNECO OR FOAM * R-22 INSULATION SCALE: = I '-O" 0 4" PLYWOOD ATTIC SUBFLOOR WITHIN CEILING THRU-OUT 4 N 2x I C.J. @ 16" O.C. FASCIA w/VENTED SOFFIT; ALIGN w/FASCIA ACROSS FRONT PROVIDE I LAYER 3- 1 18" LVL DROPPED GIRDER * 8" FIRE RATED DRYWALL ON ALL SURFACES WITHIIJ 14"X 14" LVL RIDGE; ® GARAGE n 9'-0"X 9'-0" DOOR w/ 51MP50N 0520 CONNECTOQ(TYP. ALL) OUTLINE OF STAIRS II 2- 14"X I I g" LVL HEADER GARAGE BEYOND IN MUDROOM i� ABOVE C520 STRAPPING UNHEATED, UNFIN151ED II I I 3 ' DIAMETE TEEL LALLY COLUMN URIED IN II 24"X 24"X 12" PO RED I� CONCRETE FOOTING UTLINE OF FLOOR BEYOND Ti 2xG ACQ SILL PLATE w a 2x8 C.T. @ 16" O.C. PITCH SLAB TOWARDS II OVER TERMITE SHIELD G 7-0" ABOVE HIGHER SUBFLOOR DOOR @ 8"/ FT. I OVER SILL SEAL; O• - —> PROVIDE 51MP50N C520 +/ W/ LPT4 CONNECTORS >W� 2x 10 RIDGE; F o Z 2x4 STUD FRAME KNEE E 51MP5ON C520 o UNEXCAVATED o p M CONNECTOR(TYP. ALL) m p DIAMETER ANCHOR BOLTS w � z a WALL ACROSS FRONT OF �O i W/7" MIN. DEPTH @ 48" O.C. CI1 "P HOUSE 2+ ATTIC 6 Oc`J+i W/MIN, 3"X3"4'WASHER @ PLATE Q' O N 2x 10 R.R. @ I G" O.C. OAF L x i IO.C. 8" POURED CONCRETE w U PROVIDE 51MP50N 2 0 C.J. @ 6 O II II FOUNDATION WALL W/ CSI 6 STRAPPING AT o 2" CLOSED CELL SPRAY 14"X 14" LVL RIDGE; BUILDING SECTION I'-4"X 8" d. FTG.; PROV. ALL FLOOR TO FLOOR N FOAM � R-22 INSULATION USE 51MP50N HU SERIES 51MP50N C520 2- #4 REBAR IN FOOTING AREAS WITHIN CEILING THRU-OUT 4" PLYWOOD SUBFLOOR CONNECTOR JOISTS GABLE END WALL; CONNECTOR(TYP. ALL) SCALE: 4" = I '-O" (TYPICAL ALL AREAS) 2x 10 C.J. @ 16" O.C. FLUSH HEADER1---051 PROVIDE SIMPSON � rJ G STRAPPING ~J W 3- I I g" LVL HEADER 8 C.T. @ I G" C. 12 � �•'`` 2x4 INTERIOR STUD FLUSH TO CEILING W/ 10 PARTITIONS; 2xG TOP PLATE FOR 2- 2x 10 HEADER ABOVE 2- 2x8 HEADERS ABOVE RAFTERS ALL WINDOWS AND DOORS / 0ATTIC ALL INTERIOR DOORS UNLESS OTHERWISE NOTED; SEE SECTION "A" 9 PROVIDE C520 STRAPPING FO PORCH DETAILS o BEDROOM HALL BEDROOM 2x4 STUD FRAME EXTERIOR CEILING IN PANTRY �0 BATH WALL @ I G" O.C. w/ 3" CL05ED PITCHED w/ RAFTERS 2+ 2" CLOSED CELL SPRAY CELL SPRAY FOAM INSULATION, FOAM * R-22 INSULATION ­—\ N 8" CDX PLYWOOD SHEATHING. 2" CLOSED CELL SPRAY 4" PLYWOOD 5UBFLOOP, WITHIN CEILING THRU-OUT N HOUSE WRAP t HARDIE LAP SIDING FOAM t R-22 INSULATION 2x 12 C.J. @ I G" O.G. N " PLYWOOD SUBFLOOR W/VENTED BAFFLES W ,n BETWEEN RAFTERS, THIS Z o 2x1 2 F.J. @ I G" O.C. R-30 INSULATION AREA COFFERED TRIM (� DETAIL THRU GREAT n 3- I I g" LVL DROPPED Lu � z GIRDER ASCIA w/VENTED S FFIT; ° ROOM; CROWN TO TRANSOM 3 L" DIAMETER STEEL RUN INTO LALLY COLUMN BURIED IN CRAWL SPACE EIGHTS TO ALIGN A RCADIN OSS KITCHEN * AROUND HORIZONTAL LLION 24"X 24"X 12" POURED RONT OF HOUSE. ADJUST CABINS RY W L CONCRETE FOOTING VERHANG DIMEN 51 DN5 q WINDOW 3 CCORDINGLY ° FIREPLA X BEYOin PANTRY -r>==:=' -, - KIT HEN z r e- - �- _ � o zo z BUILDING SECTION "B" " FLmc OD 5UB SCALE: 4" = 1 '-0" R-30 INSULATION 2x 12 F.J. @ I G" O.C. 3- I 1 g" LVL DROPPED GIRDER 3 z" DIAMETER STEEL LALLY COLUMN BURIED IN 0 24"X 24"X 12" POURED CONCRETE FOOTING BUILDING SECTION "C" I ! PAGE: 5CALE: 4.. = 1 '-0" UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION Of SEC. 7209 OF THE N.Y.S. EDUCATION LAW