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Home My WebLink About42191-Z zr,= COF04�oGy Town of Southold 10/5/2018 3 P.O.Box 1179 53095 Main Rd G44 �ap�� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39945 Date: 10/5/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 10550 Nassau Point Rd., Cutchogue SCTM#: 473889 Sec/Block/Lot: 119.4-16 Subdivision: Filed Map No. Lot No. conforms,substantially to the Application for Building Permit heretofore filed in this office dated 11/8/2017 pursuant to which Building Permit No. 42191 dated 11/30/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations including covered front and side porches front stone terrace with landings and stairs, outdoor shower stall and family room in basement as applied for. The certificate is issued to Heagerty,Michael&Mary of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0046 6/27/2018 ELECTRICAL CERTIFICATE NO. 42191 9/17/2018 PLUMBERS CERTIFICATION DATED 10/2/2018 G ge Berryfir uth d Signature �g�iFFnt,��oTOWN OF SOUTHOLD foo Gy BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy, • o� SOUTHOLD, NY ?/p1.� 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#: 42191 Date: 11/30/2017 Permission is hereby granted to: Heagerty, Michael 317 Vineyard Rd Huntington, NY 11743 To: construct additions and alterations and to legalize "as built" deck addition to existing single-family dwelling as applied for per Trustees & SCHD approvals. Additional certification may be required. At premises located at: 10550 Nassau Point Rd., Cutchogue SCTM #473889 Sec/Block/Lot# 119.-1-16 Pursuant to application dated 11/8/2017 and approved by the Building Inspector. To expire on 6/1/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $408.40 AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $148.80 CO -ADDITION TO DWELLING $50.00 Total: $607.20 B 'Iding Ins ctor 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. September 22, 2017 New Construction: Old or Pre-existing Building: (check one) Location of Property. 10550 Nassau Point Road Cutchogue House No. Street Hamlet Owner or Owners of Property: Michael and Mary Heagerty Suffolk County Tax Map No 1000,Section 119 Block 01 Lot 16 Subdivision Filed Map, Lot: Permit No. KDate of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: X (check one) Fee Submitted: $ Applicant Signature ��I� O�aOf SOUTyoI � o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [A/FOUND ATION 1 ST � [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: "44A Wfta r4r✓ !s i gp A '%cam,�&& gmwetq;(- -A In c I VloelIA!9INSPECTOR SOply �o� olo COUNTI,Nc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [FOUNDATION 1 ST 4U4 [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: rvlw fAt�, p . 1�6y-lulxwz wo CoA eat DATE 3W A IZ INSPECTOR lf� �� l fS0 �0��0 Ulyolo cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [FOUNDATION 1ST [ /ROUGH PLEIG. [ ] FOUNDATION2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICA (FINAL) REMARKS: Tl 'A✓� , 01",r(Wivlk cS o4 VI (-AlrQ V✓Z n �nnGy�.�� ✓�!i tN�p d DATE q MWK INSPECTOR ho�aOF SOUTyo� * # TOWN OF SOUTHOLD BUILDING DEPT. courm 765-1802 1. INSPECTION [ ] FOUNDATION IST [ ] 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 REMARKS: j 6 5� & 6` C DATE INSPECTOR 1 . . �� OF SOOT TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION- FOUNDATION 1ST [ ] OUGH PL13G. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FI RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ECTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: Wi has ( OVA o r c i u ov i DATE INSPECTOR OE 50UTy�� # # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ f ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: te-�wfi-e- -� DATE 49 117119 INSPECTOR�aWgt';:77- f # TOWN OF SOUTHOLD BUILDING DEPT: 765-1802 INSPECTION , [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SOLATION [ ] FRAMING /STRAPPING [ FINAL ' - [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSP CTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ],,CAULKING REMARKS: 0 f IIV41 fk-) &w4i QTc low xn�4 DATE -kLi INSPECTOR �o'�pF SOUryo! 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 �D • �o roger.richertl'cD-town.Southold.ny.us �y�0UNT1,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Michael Heagerty Address: 10550 Nassau Point Rd City: Cutchogue St New York Zip: 11935 Building Permit#: 42191 Section 119 Block. 1 Lot 16 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Paul Burns Electric License No: 3897-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 60 Ceiling Fixtures 24 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 13 Wall Fixtures 20 Smoke Detectors Main Panel 200a A/C Condenser 2 Single Recpt 1 Recessed Fixtures 16 CO Detectors Sub Panel A/C Blower 2 Range Recpt 40a Fluorescent Fixture Pumps Transformer Appliancesdw Dryer Recpt 30a Emergency Fixtures Time Clocks F2ODisconnect ] Switches 54 Twist Lock Exit Fixtures 11 TVSS Other Equipment: 3-bathroom fans, 1-range hood, 3-paddle fans, 11-ARC fault circuit breakers, 4-combination GFCI!ARC fault circuit breakers Notes: Inspector Signature: Date: September 17 2018 81-Cert Electrical Compliance Form As Town lull,53095 Main Road ® Fax(631)765-9502 P.Q.Boa 1I79 ' - �� Telephone(531)765-1802 Southold,Nese York 11971-0959 L7C3-1 C E BUILDING DEPARTMENT To OF SOU OLD OCT - 3 2018 WNG,DIET-T. eth7D CERT?FI tCA.T 100 Bate: G ~ /6 Btailding Pemnit T`o. . ZZ 7. owner: hccF- i4 a-- +tot f- 6¢ -a i (please print) Plumber. e--� X � (please print) I cerffy that the solder used in the water supply System contains less Haan 2110 of 1% lead. r (Plumb lige) Sworn to before me this. day of - �, , 20 LL Notary Public, 'County ftfi%Stale of Now Y6 No.o1BE4694689 Spray Foam Logics Invoice PO Box 408 Mastic, NY 11950 INVOICE Phone 631-74"936 DATE: License # 49874-81 1`d To: For: 630 1�T- C mwo Cat (5 t4 DESCRIPTION HOURS RATE AMOUNT -35 D � � D MAY - 7 2018 TOTAL TOWN OF SOUTHOLD Make all checks payable to Spray Foam Logics Total due in 15 days. Overdue accounts subject to a service charge of 1% per month. Thank you for your businessi ,a'. v*.'"g� ''.a''a� �`. a:.•..a `xi`a x"a.-�'.,'"-"?` ^^z,`va-<ri,- _ D ,. :etas `, tf'Nr„• tisd`”.=-„ .f ,+ s +'• '� `k�, "y;;;!=;st.r.:,-, ,'.,rV _ . -, x :: ; z, :MAY' 7 2018 ..Ih:4#.t{b o-.s '�;sEs<5':_`� Originally Issued: 12/14/2012 Revised: 04/14/2017 Valid through: TOWN OF SOUTHOLD EVALUATION SUBJECT: 4 inches(102 mm)and a nominal density of 2.0 pounds per QUADFOAW2.0 cubic foot(32.0'kghr3),has,a flame spread-index-of 25 or less and a smoke-developed-index of 450 or less when tested REPORT HOLDER: ,in accordance with ASTM 1384°and complies with IBC_ AcCella Polyittethane Systems Sections 2603.3 and 2603.5.4, .and IRC-Section R316.3 100 Enterprise Drive (2006 IRC-Section 314.3). Cartersville,GA 301203,2:2 Thicknesses are not'limited for ceiling cavities and (770)-607-0755 wall cavities when covered,by a prescriptive thermal.barrier CSI Division: 07 00 00—THERMAL AND (mininmum, '/Z inch -(12.7 'mm) thick gypsum board). MOISTURE PROTECTION Thicknesses of up to 12.5 inches (318 mm) for ceiling cavities and 8.5 inches (216 frim) for wall cavities are CSI Section: 07 2100—Thermal Insulation recognized based on testing in accordance witli NFPA 286, 10 SCOPE OF EVALUATION when installed in accordance with'Section 4.3.2 of this report. 1.1 Compliance to the following codes&.regulations: 3.3 Thermal Resistance ® 2015,2012,2009 and 2006•International Building CodeP(IBC) QuadFoam.' 2.0 insulation has, thermal resistances, R- 0 2015, 2012, 2009 and 2006 International- values,at,a mean temperature of 75°F(24°C)as shown in ,Residential Code®(IRC} Table 1 of-this report. 0 2015,'2012, 20^09 and 2006 International Energy Conservation Code' 3.4 Intumescent Coatings (IECC) 3.4.1 DC 315 intumescent coating is manufactured by 1.2 Evaluated in accordance with: International Fireproof Technology Inc., and is a water-' o ICC-ESAC377, Approved April 2016 based coating'supplied in 5-gallon(•19 L)pails and 55-gallon -(208 L)drains.The,coating material has a maximum shelf 1.3 Properties assessed: life of 24 months'-when stored in factory-sealed=contahters e Surface-burning characteristicsat temperatures'between 50°F(10°C)and 90°F(32°C). • Physical properties • Thermal resistance ,3.4.2 Fireshell TB intumescent.coating is manufactured by • Use in attics and crawlspaces 'T?V Cory., and is a water-based coating supplied in 5- ° Air permeability gallon(19 L),pails and 55-gallon(208'L)drums.The-coating o Exterior Walls-in Types I through IV Construction material has a maximum shelf life of 12 months when,stored 2.0 PRODUCT USE in factomy-sealed containers at temperatures above 45°F. (7°C). QuadFoatnO 2.6 is a closed-cell spray-foam plastic used as a 3.4.3 Qttadcoat TB intumescent coating is manufactured by nonstructural thermal insulating material in walls of Type I, TPR"Coro, and is a water-based coating supplied in 5- II,III;IV and V conshuction under Section 2603 of the IBC, gallon(19 L)pails and 55-gallon'(208 L)drum.The coating dwellings under-the IRC Section R316(2006 IRC`Section material has a maximum shelf life•of 12^months when stored R314) acid IECC Sections C303, C402, R303:and R402 in factory-sealed containers at temperatures above-45°F (2009 IECC Section 303 and 402;2006 IECC Section 402). (70C) 3:0,PRODUCT DESCRIPTION 4,0 DESIGNAND INSTALLATION 3.1 QuadFoan&2.0 Insulation: QuadFoain'2,0 is a two- 4.1 General:'QuadFoae 2.0 spray-applied foam plastic component, spray applied, closed cell polyurethane foam insulation shall be installed in, accordance with the plastic,insulation having a nominal density of 2.0 pounds per, manufacturer's published installation instructions and this cubic foot(32 kg/ml). Shelf life is six,months'froth date of report. A copy of these instructions-and this evaluation .manufacture when-siored in original unopened containemat report shall be available on the jobsite at all^times daring 50°to,85°F(10°to 29°C). installation; Where conflicts occur, the more;restrictive 3.2 Surface Burning Characteristics governs. 3.2.1 QuadFoae 2.0 insulation;at a inaximumthickness of The product descrfbed 1n this Unfferin Evaluation Service(UES)Report has been evaluated as an allernaWe matedaf,design or inathad of constructlon In order to salrsty and comply iv!lh the intent of the provlslon of the code,as noted in this report and for at least equivalence to that prescdbedin the code in quality,strength,effectiveness,tiro resistance,darabitilyand solely, as applicable,in accordance with 18C Section 194.11.This document shall only be reproduced In lls entf oly. Copydght 029f 7 by internatfonalAssociallen of Plumbing,and Idechanical0lticlals.All dghts reserved.Printed In the United States.Ph:1-877-4IESRPT-Fax:909.472.417 web:%%vw.unifomi-es.org-4755 EastPhifadelphla street Cntado,California 91761-2816—USA Page 1 of 5 Originally Issued: 12114/2012 Revised: 64114/267 Valid Through: 04130/2018 4.2 Design:Quaffoam®2.0 shall be applied using spray report.Where conflicts occur the more restrictive governs. equipment specified'by,Accelth Polyur6thaue Systems. Surfaces to be coated shall be dry, clean, and free of dirt, loose debris and other substances.The coating is applied in 43'thermal Barrier one-coat with-low-pressure airless air equipment. 4.3.1 Application with a Prescriptive Thermal Barrier; 4A Attics and Crawl Spaces:When installingQuaffoan& quadFoam®2.0 spray foam insulation of any thickness in 2.0 in attics and/or crawl spaces and alliermal barrier is ceiling cavities ities;and il'-wall-cavities shall be separated from omitted in accordance witli'IBIC Section 2603.4.1.6 or IRC the inferior of the building by a thermal barrier.T'lie IBC and Sections R31.6.5-.3 or R310.4 (2006 IRC Sections IRC specify an approved thermal barrier of inilliroilul'Y2_7 R514.5.3 and RS14.5.4), installation shall comply with inch thick,(12.7 mm)gypsum boardwallboard or equivalent either Sections 4.4-4 or 4.4.2.6f this report, 15-minute thermal ;barrier complying with IBC Section 2603.4'oilRC SectipiiR316A(20Q6IRC Section i4.4),as QuadFoae, 2.0 spray foam insulation,qualifies as an air- applicable and installed in accordance-with the applicable impermeable insulation and, when installed in accordance code, with Sections 4.4.1 or-4.4.2.1 of this report,may be used to - insulate unvp4tqd attics,in accordap-c-dwith'111C Section 4.3.2 Application without a Prescriptive Tilermal. R9.06.-4. Barrier 4.4.1 Application with'a Prescriptive,Ignition Barrier: 4.3.2.1 DC 315:QuadFoam'2.0§pthy foam.insulation may When QuadFoamP 2.0 insulation- is installed within attics be installed Without h proscriptive -thermal barrier when and crawl,spaces where entry is made only service of coated on--all exposed surfaces with 18 mils(%45 mra)wet utilities, all ignition barrier shall be installed in accordance, film thickness-and- 12 nlils,(0,30 rhm)di-yfilm thickness of with 1BG Section 2603.4.1.6 or IRC,Sectioii§83,16.5.3 and DC, 15 intumescent coating as describedin Section 3.4-11 of R316.5.4 (2006 IRC Section R3l4.5,3and'Pb 14.M), as this'report. The -maximum I thickness of the spray foam applicable. 7 insulation is,limited to -5 inches (1'90 mm) on vertical surfaces and 11.5 inches (292 min) on overhead ad surfaces. The ignition barrier shall be consistent with the construction Coating-shall be'applied in.accordance with.-International type of the building. Fireproof Technology'I s, installation- instructions and tills report. Where conflicts occur die,more restrictive governs. 4.41 Application without a, Prescriptive Ignition Surfaces'to be coated shall bedry, clean, and-free of dirt, Barrier: Where the spray-applidd insulation is installed in loose debris and other substances.The coating is•applied in accordance with Section 4.4.2.1 or 4.4.2.2 ofthis report,the one-c,oatwitlildw-prpssure-airless air equipment, following conditions apply: 4.3.2.2 Fireshell TB:QuadFoamP-2.0,sprAyfbam insulation q) Entry,to the attic or crawl space is, only to service may be installed wittiout'a,prescriptive thermal barrier when utilities,and no storage is permitted. coated on all exposed surfaces with 18 mils(0.45 nuji),wet b) Thqrje are no interconnected attic or crawl space film thickness and 12 iiii1s;(0.30'hlni)*y film thickness of areas. Firesliell TB intumescent coating as described in Section 0) AirIn`the,attic or crawl"space-is not circulated to 3.4.2 of this report.'The maximum tbi6kriqss of the siiray otherparts of building, foam insulation islimited to 8.5 inches(216 mm)on vertical d) Attic ventilation is-provided When required by IBC surfaces and 115 inches (318 mm) oil overhead surfaces. Section 1203'.2 or IRC Section,R806, except when ng Coati I shall be applied in accordance with TPR2's an air-imperineable insulation is permitted in - installation instructions and this report. Where conflicts unvented attics iii accordance with IRC Section occur,'the more restrictive governs. Surfaces to be coated 8806.,5 of lkd-. Under-floor (crawl spade) shall be dry,clean,and free of dirt,loose debris and other ventilation. is', provided' 'when required by IAC substances. Tile coating is applied'in one-coat With low- Section 1203.4-(2,612' ,2009 and 2006 IBC Section pressure airless air-equipment, '1203.3)or IRC Section R408.1,as applicabI6. 6) The foam plastic insulation is limited to the 4.3.1.3 Qaadcoat TB,: QuadFoam® 2.0 spray foam, maximum thickness and,density stated in this report.insulation may be installed without a prescriptive thennal f) Combustion air is prpvi&d,-'in accordance With barrier when,coated on all exposed surfaces With 18 mils; Sections 701 of the International Mechanical Code' (0.45 mm)wet film thickness-and 12 rolls (6.30 mm) dry (IMC) (1006 IMC,and Sections 701 and 704, as film fbiel'a less of 'Quadcoat TB intumescent.coating as applicable.- - described in Section 3.4.3 of this report. The maximum g) The installed coverage rate or,thickness of coatings, tliickhes's of-the spray foam insulation nsulation is limited to 8.5 if part of the insulation system,shall be equal to or inches(216 mm)on vertical surfaces and 125 filches(3,18 greater than,that stated'in this report. mxa) on overhead surfaces. Coating shall, be applied in acdordance,with TPR2's installation instructions and this Page 2 of 5 r ' '..^.+'7'2K^�s�;�4 ..m?,..xx. .i w,,;.n:a .,r;x'e..e,z,:Y, i�{..,i ,a;•,. .pCk.,�'�,s,'=,s'•'+ ;;;;v:+" r-_`.__ _ R,ec3 °' .. •,x 3.8":�E;fv�sv?;.i"9r;�a.:;n <.,�; ' i >lt°'; tsa .•a..s'3.� .'ai'i :i �;s�.s.» s,a ir.� S.n,.s... a'S..Y't=>_�,. b ,, zt,�,y _ �' t � t 0. t ) '•§-'Ca�t1�5�''S.6r.:+�cL y:.,6.,'trt. I,�.., rr. Otlginallylssued: 12/14/2012 Revised: 04/1412017 Valid Through: 04/30/2018 .4.4.2.1 Attics and Crawl Spaces: Quaff6am®2.0 spray or fiberglass tape-embedded in the first layer of.compound foam insulation may be spray-applied without an ignition over butt joints of the gypsum.board. barrier to the underside of the roof deck to thicknesses not exceeding 11.5 inches(292 mm)and/or vertical surfaces to 4.5.4 Exterior Wall Covering:Details of the exterior wall thicknesses not exceeding 7.5 inches(190 mm),as described covering,is non-combustible and shall be provided to the in 'this section When QuadFoam® 2.0 is installed as code official by the report holder;designer or specifier,with described in this section,no ignition barrier or coating are an engineering analysis demonstrating.that(1)the exterior required. wall covering is non-combustible and conforms to ASTM E136 and.(2) the addition of the wall covering to_'the As an alternative QuadFoam® 2.0 insulation may be assembly described in the section does not negatively affect instailed in accordance with Section 4.3,2•ofthis report, conformanice of the assembly with the�requirements of IBC Section 2603.5. 4.4,2.2.Use on Attie Floors:QuadFoamm 2.0 insulation may installed exposed(no coating),without-ah,ignition 4,5.5 Fire Resistance: Fire resistance of building barrier up to a maximum thickness of 11%iinches(292 mm) assemblies insulated with QuadFoam'2.0 insulation is not between and over the joist in-attic floors.The insulation shall recognized under this report. -be separated•fronu the interior of the building by an'approved thermal barrier.The ignition barrier required by IBC Section 5.0 LIMITATIONS 2603,4 and IRC Section 8316.5.3 (2006, IRC Section 314,5:3)may be oinitted in this case. The,QuadFoamP 2.0 spray foam insulation described in this' report complies with,or is-a suitable alternative to what is 4.5 Exterior Walls of Types I,'II,III and IV Construction specified in those codes'listed in Section 1.0 of this report, .(IBC) subject to the following-conditions: 4.5.1 General:When used on exterior walls of Types I,H, 5.1 The product shall be,installed in accordance with the III or IV construction,the assembly shall comply with-IBC manufaoturer's published installation instructions, this Section 2603.5 and this section, and,the QuadFoam® 2.0 evaluation report and the applicable code. The' more insulation shall be installed at a maximum thickness of 3• restrictive shall govern if theie'are any conflicts between the inches (76 mm). The potential,heat'of QuadFoam® 2.0 manufacture'r's published installation instructions and this insulation is 1857'Btu/ft2(21.1 MJ/m2)per inch ofthickness, report. when testing is in accordance with NFPA 259. �5,2 QuadFoam'O 2.0 insulation shall be protected.by a 15- 4.5.2 Exterior-Face: Nominally 3=5/8inchdeep (92 min), minute"thermal barrier in accordance with Section 4:3.1 of No.20 gage(33 mils thick)galvanized steel studs spaced 24 this report except when installation complies with Sections inches(610 mm)on center,are secured with#8 x%inch(13 4.3.2(Application without a PrescriptiyeThermal Barrier) num) long lath screws-to No.20 gage(33 mils thick) steel and/or 4.4(Attics and Crawl Spaces)of this report floor and,ceiling track. Georgia,Pacif,tc'DensGlass® Gold Sheathing, 5%8 'inch (16 nun) thick shall comply with 5.3 Tire A and B compoiients of the insulation are produced ASTMC1177 and shall be installedover the exterior side,of under a quality control programwith inspections-by IAPMO the steel studs with the long dimension perpendicular to the Uniform ES. studs ushig•06 x i-lWinch(32 mm) self--drill,zinc-plated Bugle head screws spaced 8 inches (203 mm) on center 5.4 QuadFoam' 2.0 insulation shall be 'installed by around the perimeter and 12 inches(305-min)on center in contractors certified by Acc'ella Polyurethane Systems, the field. Nominal 4 pcf(64 kg/m3) Thermafiber Safing insulation shall comply-with ASTM C665 Type I and shall 5.5 When QuadFoam® 10 insulation is used in areas be placed at floor lines, filling the cavities the full floor wherein the likelihood of termite infestation is ",very depth. The stud cavity is filled with QuadFoam® 2.0 Heavy;"it shall be installed in accordance with MC'Section insulation to a•nominal thickness of 3'inehes(76 mm). 2603.8-(2012 IBC Section 2603,9)or IRC Section R318.4 (2006'IRC Section R320. 5),as applicable, 4.5.3 Inferior Face:Type X gypsum board,5/8 inches(16 min) thick,-and complying with ASTM C1396 is installed 5.6 Jobsite labeling and certification of the insulation shall with the long dimension perpendicular to the studs,fastened comply with 2015 IRC Sections 'N1101.10 and to the framing with#6'x 14/4 inch(32 mm)self-drilling, N1101.10.1,1,._ 2012 IRC Section's N1101:12 and zinc-plated Bugle head screws spaced 8 inches(203,mm)on N1101,12.1 2009 and 2006 IRC Sections N1101. 4 and center around the perimeter and 12 inches(305 mm)in the N1101,4.1 and IECC Sections 03031.1 and,C303.1.2 field.The gypsum board joints shall be.treatedwith•vinyl or 2009 IECC Section 303.1.1.1;2006 18C sections 102.1.1 casein,dry orpreinixed joint compound applied in two coats and 102.1.1.1),as applicable. to cover ail exposed screw heads and gypsum board butt joints,and a minimum 2-inch-wide(51 ruin)paper";plastic, Page 3 of 5 ��: a,' � e aw -x,-. - „ .y 'a,*, esu;„ks.;rye,€....•'d f.r: �'✓�`{` Originally Issued: 12/14/2012 Revised: 04/14/2017. Valid Through: 04/30/2018 5;7 Where applicable, QuadlloanP-2.0 shall,be installed with a vapor retarder in accordance with the applicable code. 5.8 When use is on`buildings of Type I, II, III or IV, construction shall be as described in Section 4:5. 6.0 81OBSTANTIATING DATA 6A Data and test reports submitted are from laboratories hi compliance with ISO/IEC 17025 and-in accordance with the, ICC-ES'Acceptance6iteria for Spray-applied Foam Plastic, Insulation, (AC377), Approved April 2016, including fports-of tests'in accordance with Appendix X of AC 377. 6.2 Reports on room cotaer fire'tests in accordance with NFPA 286. ,6.3,'Reports on potential heat in accordance with NFPA 259. 6.4 Reports on -fire propagation ,characteristics tests in accordance with NFPA 285, 7.0IDI NTMCATION Containers of,Quaffoaie 2.0 components are identified with a label bearing the-Accella Polyurethane Systems. name address; the product trade name'(QuadFoale 2.0, Grade S,W,AS or AW);the lot number;the flame spread and smoke developed indices;mixing instructions;density; -the shelf life;the expiration date;and-the IAPMO Uniforin ES Evaluation`Repoit number(ER=272). �A.p.M U E” ' 0 ES 0® pr TM IAPMO ER#272 6 � Brian Gerber,PE.,S.E. Vice,President,Technical Operations' Uniform Evaluation Service Richard Beef YE,CBO,MCP Vice President,,Uniform Evaluation Service GP Russ Chane CEO,T-he IAP.MO Group Yor additional information about this evaluation report please visit mmuniform-es.ora or.oniail at infotaluniform-es.org' Page 4 of 5• `a14'� .+,,,ffib'''+`$�^ xr;,� ;.,.�x` :.=.C'?.ey.,'.U- M ' , ` t -''Yr; d::.#.: ¢ `a`:: �:,n:` ° .•rrr 4 E3, ,r,3-. klz F' a. a m 'TM Originally Issued: 12/14/2012 Revised: 04/1412017 Valid Through: 04130/2018 Table 1-Thermal Resistance(R,Values}' Thickness inch R-Value.°F•ft2•hr/Btu 1.0 6:5 2.0 '13 •3.0 19 4.0 25 7.5 47 11'.5 71 SI:•1'inch=25.4 mm;1 OF•ft2-hr/Btu=0.176`°K-m29hrM IR-Values,are calculated based on tested k-factors at'1-and 3,5-inch thicknesses. Page 5 of 5 . � . • ►�.� ' lid:. � � :�l� � ► . i�.��' �� • - • • FOUNDATION (21 71 WM TA• .�1 �� ROUGH FRAMING : ENERGYPLUMBING INSULATION PER N.Y-. STATE •D 0 As FSA ADDITIONAL COMMENTS • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL _ and of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 a[q, Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. �'{" — Trustees v' 1..._ Flood Permit Examined 20L Storm-Water Assessment Form NOV _ 8 2017 ontact: Samuels & Steelman Architects Approved 20 Mail to: 25235 Main Road utc ogue, Disapproved a/c NY 1193b Z°C�'e�i/i`d "a�'I.I:Ia1ulLD Phone: 631 734-6405 Expiration ,20 BW ng Inspector APPLICATION FOR BUILDING PERMIT Date November 7, 20 17 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises, 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 interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances, building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Si o applicant or name,if a corporation) 25235 Main Road Cutchogue NY 11935 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect,engineer, general contractor, electrician, plumber or builder P Architect Name of owner of premises Michael and Mary Heagerty (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. Location of land on which proposed work"wil l be done: 10550 Nassau PoiiD p, -ad - Cutchogue, - House Number Street '''' County Tax Map No. 1000 Section 119 Block;- VM, tisk Lot I Subdivision ---- _ ?,�Eiled-Map,.N,o�rgar:.,-- Lot ---- 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy SINGLE FAMILY RESIDENCE b. intended use and occupancy Same 3. Nature of work(check which applicable):New Building Addition X Alteration X Repair Removal x Demolition X Other Work (Description) 4. Estimated Cost ---- Fee- --- �. (To'lie paid on filing this application) 5. If dwelling, number of dwelling units one Numberxof 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 of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 1 l. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES X NO Will excess fill be removed from premises? YES_ X NO 317 Vineyard Road 14. Names of Owner of premises Michael & Mary Heag0dressHuntington Bay,NY1PA&e No. 516 449-8557 Name of Architect Tom Samuels Address 25235 Main Rd Cutchone No 734 6411S Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES X NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. (see attached: DEC Permit and Southojd Town Trustees Wetland Permit 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 X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) Suffolk SS: COUNTY OF__� Tom Samuels being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the Architect (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this j UREN iJi W GK 1 9512,E _day of UBLIC-STATE OF r EIN YORK No.01 MC6342308 i4civOPP&�� _ Ified in Suffolk County Sig ature o Applicant My Commission Expires May 23, 2020 1 7' HOARD OF.5®U7�'I30LD ET WN,T)RU$TEUS SOUTHOLD;NEW YORK f PERMIT NO. 9076 DATE: AUGUST 16,2017 ISSUED,TO,: .MICHAEL&MARY HEAGERTY„ PROPERTY;ADDRESS;: 10550 NASSAU.POINT:ROAIDg.CUTCHOGUE SCT°M#1:000=11:9=1-16- AUTHOWZATION Pursuant to 'tfiei provisions of Chapter 275 `of`tliie'Town Code'of'tHe Town of Southold and in t ,. accordance°'v�iitli`the Resaidtirin'offlie`Boaud'of Tiiistees adopted at fhe' eefirig'held`on Aueu"st°16;2017, and in consideration of application fee in the sum of$250.00 paid`liylVlichaeT*F1VIary Heagj�Larid subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the follawing::_; Wetland-'Permit�t6=rehovate�existing two'ristory.:dwellang.Ath a'.1;564sq.ft.footprint,,including opening existing 250sq.ft.covere&pdr6k re-,siding i re�roofi —newiwindows.;;new 154sq.ft. wood entry-stairs to dwelling;install gutters to leaders to drywells on the dwelling to contain storm waterrunoffv align gravel drivbwaypneWlsanitary:system.with retainingmalls-to be installed landward of Trustee jurisdiction; removal of 2,346sq.ft.of existingmooden;walkways; proposed at-grade 389sq.ft. stone terrace;proposed stepping stone paths to be installed; remove a 168sq&portioitfof existingxleck=at--tog;edgeYof„slope,with201sq ft:of.deck;to=remain; remove a 300sq ft.portion of existing deck on the+eachwith 2959q.ft.iof,deck;to�reinain; construct 25sq.ft.of stairs from deck to beach;remove the shower from the existing 93sq.ft. beach`cabiidi"to�reinain;tre=side andire=roof=cabariai;,existWg4'x75'�stairs;dowh slope;to beachfm remain aridlie'jrepaired as Heide==;land>toremoveithe•ei iWng,169sq ft:'.gazebo,not to be-r`izplaced';,�ith�ihe„coriditiondthat-.botlissets of�staiurs=to Abeach�be5removable;„aitd that'the � beach cahiiina3will'-iuotbe permitted°t6,,be reolacid if:destroy.edby_=storm;:all•.as>depicted�on the site plan prepared by Samuels&Steelman,Architects,.dated:Jaine 22;-2017;and:'stamped approved on August 16,2017. IN WITNESS:WHERE©F;,the said”Board<of Tmsteeshereby,-causes its Corporate;Seal to_,be axed, and these presents to be subscribed by a majority of'the said Board as of this date. .3 F.. a, . 1• b,. ' Re r ;°�.+a.y'ik yyy i.6•, ..{- ° • . (�/1��f' .1 4e .?i f�F:}a{�:{) »a.3�.¢,.. :Y..:Y ..N{+ "• ' ri' ,F } t � Michael J.Domino,President Town Hall Annex John M.Bredemeyer III,Vice-President �® 54375 Route 25 .�, P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski �, Telep] 6` 1)'765' Greg Williams F X613 ) f_6_4 ' O � VLE OCT - 42018 rry BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD -N7'n G D EI?T T. CERTIFICATE OF COMPLIANCE # 1517C Date: October 3,2018 THIS CERTIFIES that the renovation of existing two-stor ry dwelling with a 14564sa:ft. footorint including opening existing 250sc ft covered porch-re-sidingre-roofing new windows;new 154sq ft wood enter stairs to dwelling, instal14utters to leaders to doyens on the dwelling to contain. storm water runoff re-aligngravel driveway' new sanitary sysfem with retaining'walls to be installed landward of Trustee jurisdiction; removal of 2 346Nq ft of existing-wooden walkways' proposed at-grade 389sa ft stone terrace• proposed skpppin stone paths to be installed' remove-a 168sa.ft.portion of existingdeck at top edge of-slope with 201sq fl of deck to remain:remove a 300sg.ft.portionofexisting deck on the beach with 295sq ft of deck to remain,• construct 25§g.ft.of stairs from deck to beach; ,remove the shower-from the existing 93sq ft beach cabana to remain re-side and re=roof cabana;existing ±3'x75' stairs down slope to beach to remain and be repaiied as needed, and to-remove the existing 169sq ft gazebo not to be replaced with the condition that both sets of stairs to beach be removable:and that the beach cabana will not be permitted-to be replaced if destroyed by storm, At 10550 Nassau Point Road, Cutcliogue Suffolk County Tax Map#1000-1 I9-1-16 Conforms to the application for a Trustees Permit heretofore filed in this office Dated June 22,2017 pursuant to which Trustees Wetland Permit#9076 Dated August 16,2017,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the renovatation of-existing two-stor�wellin wg idi a l 564sq.ft footprint. including opening existing250sq%coveredporch re--siding,re-roofing;new windows' new 154sq ft wood entry stairs-to dwelling;install gutters to leaders to drywells on the dwelling to contain storm water runoff re align gravel driveway' new sanitary-system with retaining walls to be installed landward of Trustee jurisdiction' removal of 2 346sq ft.of existing-wooden walkways; proposed at grade 389sq ft stone terrace,• proposed stepping stone paths to be installed:remove a 168sa ft portion of existing deck at top-edge-of slope with 201 sq ft of deck to remain:-remove a 300sa:ft. portion of existing deck on the beach with 295sq_ft of deck to remain, construct 25sq ft of stairs from.deck to beach• remove the shower from'the existing 93sn ft beach cabana-to remain,• re-side and re-roof cabana; existing:3'x75' stairs down slope to beach to remain and be repaired as needed,• and to remove the existing 169sq.ft. gazebo.not to be replaced•-with the conditiWY that'both sets of stairs to beach be removable; and that the beach cabana will not be permitted to be replaced if destroyed by stonn. The certificate is issued to MICHAEL&MARY HEAGERTY owners of the aforesaid property. Authorized Signature Imbue NEW' ORK STATE DEPARTY -T OF ENVIRONMENTAL,CONSERVA7 1 � Facility DEC ID 1-4738-04548 i PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: MICHAEL HEAGERTY HEAGERTY PROPERTY 317 VINEYARD RD 10550 NASSAU POINT RDISCTM# 1000-119-1- 16 HUNTINGTON,NY 11743 CUTCHOGUE,NY 11935 (516) 449-8557 Facility Application Contact: THOMAS C SAMUELS 25235 MAIN RD CUTCHOGUE,NY 11935 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 715.569 NYTM-N: 4540.822 Latitude: 40°59'24.4" Longitude: 72°26'14.3" Project Location: Great Peconic Bay Authorized Activity: Reconstruct decks and plant disturbed area of the bluff face. All work must be done according to the plans prepared by Samuels& Stellman, last revised 7/11/2017 and stamped NYSDEC approved 7/31/2017. EEH. (DEP-ARNO) Note: the property landward of the top of slope as shown on the survey prepared by Nathan Taft Corwin III, last revised 3/6/2017 is beyond Tidal Wetlands Act(Article 25)jurisdiction. Permit Authorizations Tidal Wetlands -Under Article 25 Permit ID 1-4738-04548/00001 New Permit Effective Date: 7/31/2017 Expiration Date: 7/30/2022 Page 1 of 6 in NEW YORK STATE DEPARTN 'TT OF ENVIRONMENTAL CONSERVA" v Facility DEC ID 1-4738-04548 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator:MARK CARRARA, Deputy Regional Permit Administrator r Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY 11790 -3409 Authorized Signature: Date Distribution List THOMAS C SAMUELS Bureau of Marine Habitat Protection Elyssa Hopkins Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they ..are-fully aware of and understand all_terms and conditions of thispermit. Within 30 days of completion_ of project,the bottom portion of the form must also be signed and returned,along with photographs of the completed work. 2. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 3. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Samuels& Stellman, last revised 7/11/2017. Page 2 of 6 NEVA'YORK STATE DEPARTIV 'T OF ENVIRONMENTAL,CONSERVA': d 'ROW Facility DEC ID 1-4738-04548 4. Install,Maintain Erosion Controls Necessary erosion control measures, i.e., straw bales, silt fencing, etc., are to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good and functional condition until thick vegetative cover is established. 5. No Unauthorized Fill No fill or backfill is authorized by this permit without further written approval from the department(permit,modification, amendment). 6. No Runoff down Bluff or onto Beach There shall be no discharge of runoff or other effluent on, in or down the bluff face or onto the beach. 7. Equipment,Material Stored Away from Crest of Bluff The storage of construction equipment and materials shall be confined to upland areas landward of the crest of the bluff or hill. 8. No Alteration of Bluff for Construction Alteration of the existing grade of the bluff during construction is prohibited. 9. Vegetate All Disturbed Areas The permittee shall revegetate all exposed faces and disturbed areas to prevent soil erosion prior to the project completion or expiration date of this permit,whichever comes first. 10. Restore Bluff Any disturbance to the existing bluff resulting from the authorized project shall be completely restored. 11. State May Require Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not been completed,the applicant shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require,remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 12. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings,paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 13. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit,the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed,the owners, shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. Page 3 of 6 NEW YORK STATE DEPARTP' YT OF ENVIRONMENTAL CONSERVA N Facility DEC ID 1-4738-04548 14. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 15. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility,including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions,must be available for inspection by the Department at all times at the project site or facility. Failure to produce,a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal,modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal,modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. Page 4 of 6 Am game NEW YORK STATE DEPARTIV NT OF ENVIRONMENTAL CONSERVA' N Facility DEC ID 1-4738-04548 5. Permit Modifications, Suspensions and Revocations by the(Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. -.Item-B:-Permittee's-Contractors-to,-Comply with Permit- -The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Page 5 of 6 NEW YORK STATE DEPARTP" 'TT OF ENVIRONMENTAL CONSERVA' v � Facility DEC ID 1-4738-04548 Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a parry to the permit. Page 6 of 6 T Scott A. Russell "IDSuFFQIr00- S]F01KMWA\,T1E1K SUPERVISOR - MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 u^ 53695 Main Road-SOUTHOLD,NEW YORK 11971 � Town of Southold O� CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET NOVO 9 2017 ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑� A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑[�B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. [Iff E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑[•�F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a-Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tag 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 witFyour Building Pernik Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. : 1000 Date: District NAME- Tom Samuels 119 01 16 9/22/17 e, Section Block Lot ��` **�*FOR BUILDING DEPARTMENT USE ONLY k*** Contact information 631 734 6405 (r r—W) Reviewed By: RA — — — — — — — — — — — — — — — — J Property Address/ Location of Construction Work: I — — — — — — — — Date_ — —— — — —I1- S -2o— 10550 Nassau Point RoadE] Approved for processing Building Permit. Stormwater Management Control Plan Not Required. ue, NY 11935 g I S Cutchotormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM SMCP-TOS MAY 2014 APPLICANT: S.C.T.M. 1000CHAPTER 236 (Property owner,Design Professional,Agent,Contractor,Other) Q,05u �f' jib 01 16 Stormwater Management Control Plan CHECK LIST NAME: Tom amuels Section Block Lot a S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. zk—w—dz; "—ft" 734-6405 Date: 06 9�22�19 �spl * The applicant must provide a Complete Explanation and/or Reason for not providing 1x[ all Information that has been Required by the following Checklisti 3 tv Tel0—[ .b. 1. A Site Plan drawn to scale Not Less that 60'to the inch MUSTYE NONA If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: If you need additional room for explanations,Please Provide additional Paper. a. Location& Description of Property Boundaries 00 b. Total Site Acreage. X c. Existing-Natural & Man Made Features within 500 L.F. ER SION &SEDIMENT CONTR of the Site Boundary as required by§236-1702). SL-311 include of be limited to: d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. x 11 nlaintained Construction Entrance, e. Limits of Clearing & Area of Proposed Land Disturbance. x 00stabilization $t f. Existing& Proposed Contours of the Site (Minimum Z Intervals) x �0 ctive soils. g. Location of all existing &proposed structures, roads, Seeding driveways,sidewalks, drainage improvements& utilities. x 00 h. Spot Grades&Finish Floor Elevations for all existing& x �� proposed structures. UIRED 1. Location of proposed Swimming Pool and discharge ring. �xr-t=FOS Engineering at before j. Location of proposed Soil Stockpile Area(s). x �� INSpEC-TIC)NS ARF REQ a UK Provide Engineer's C rtifiration k. Location of proposed Construction Entrance/Staging Area(s). X 00 Backfill c 1 , 1. Location of proposed concrete washout area(s). x 00 that t e rains m. Location of all proposed erosion&sediment control measures. �0 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate r=nZ 107 on-site the run-off from all impervious surfaces generated by a two(21 inch =X1=1= 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. VFH-11Fx-11 b. Construction Entrance&Site Access. 0 existin site ent drivewac. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) XSUILId. Leachin Structures (e. .infiltration basins,s esetc.) not required p **** FOR ENGINEERIN EPART MSE ONLY **** Additional Information is Required. Reviewed & ! Stormwater Management Control Plan is Not Complete. Approved By: - — — — — — — — — — — — — — — — — — — — — — — — ! rn Stormwater Management Control Plan is Complete. Date: 1L Zq / ! SMCP has been approved by the Engineering Department. i FORM 0 SWCP eck List-TOS MAY 2014 �'l �SA1ffo[,r�G BUILDING DEPARTMENT-Ele r c� TOWN OF SOUTH D Town Hall Annex-54375 Main R -PQApX11972018 cy • I-S Southold, New York 11971-0959 Telephone(631) 765-1802- FAX(6311�,4 g5�2 ]Kt7EPIr. roger.richert a( ..town.southolAg"OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: _2jj, &,f,t,, Date: y s Company Name: Burs Name: r Z U V'-s License No.: /1 email: �,, -� /1 n4-_[ Address: �, x 6 v Phone No.: JOB SITE INFORMATION: (AII Information Required) Name: Address: c) ' Cross Street: 6&IA ky- Phone No.: Bldg.Permit#: L�a 1011 email: Tax Map District: 1000 Section: 1 q Block: 1 Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle All That Apply: Is job ready for inspection?: / NO o gh In Final Do you need a Temp Certificate?: / NO �Ilss On Temp Information: (All information required) Service Size 1 P 3 Ph Size: 4oo A #Meters Id Meter# New Service-Fire Reconnect-Flood Reconnect-Service Reconnect -Underground Overhead #Underground Laterals(-I 2 H Frame PoleWork done on Service? Y N Additional Information: U S� �l1 PAYMENT DUE WITH APPLICATION 82 Request for Inspection Fwmids 2 Zs-i S A M U E L S & S T E E L M A N Y" November 7, 2017 Southold Town Building Department Main Road Southold, NY 11971 Re: HEAGERTY Residence 10550 Nassau Point Road, Cutchoge, NY SCTM# 1000-119-1-16 We would like to apply for a Southold Town Building Permit for the HEAGERTY Residence. This project is to renovate an existing two-story dwelling and install a new sanitary system. Attached documentation includes the following: 1. Building Permit Application 2. Four (4) sets stamped Construction Drawings 3. Red-stamped SCDHS permit 4. Southold Town Sanitary permit 5. Southold Trustees permit 6. NYS DEC permit 7. Erosion, Sedimentation & Storm-Water Run-off Assessment Form 8. Two (2) sets of Stormwater Management Plans 9. REScheck Version 4.6.3 Compliance Certificate 10. Application for Certificate of Occupancy Please review the enclosed and get back to me with any questions. If application is complete, please prepare a BUILDING PERMIT, and contact my office with a total fee for same. Sincerely, Samuels and Steelman Architects t6 w To Samuels, R.A. ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 RESIDENCE: I i s 9S C►��T►r►c�^TION RFRIQUIRE®" S I T EQATA FIRST FLR EL 34.4 FT EN1�� ►�fd as GARAGE FLR ELEV+24.4 ° i ��+1 o i",.A, � ERUIFI 1'�TION SCTM# 1000-11 01-16 GRAVE LINE ELEVATION 32.2 FT P.E. a PROPERTY: 10550 NASSAU POINT ROAD CLEANOUT >OR ''d i -l s►�i'►a t'F1 saga�:a '►d J ADDRESS CUTCHOG E,NY 11935 L+ OWNER: MARY&MI AEL HEAGERTY GRADE LINE ELEVATION*-32.0 FT. / �Q' G.:K/i - v ( N/O/F I' MIN.2'MAX. ¢�� f3 j (� LAURENCE NIEBUNG, DIANE NIEBUNG HU VINGTC ROAD 6'► 4'sf ' 1 " Sm" � ��v p�� o° 24 Margaretta Rd, Boonton, NJ 07005 HUNTINGTON AY,NY 11743 14"/FT MIN 8° MIN T OF POOL 30.68 FT -(�o*a 4 L, � SITE: 30,507 sf=0.70 ac 10020 Nassau Point Rd, _ 1000-119-1-18 ZONING: R-40 SEPTIC LEACHING '"` PROPOSED NEW SEPTIC SYSTEM DWEWNG WITH PUBLIC WATER SURVEYOR: NATHAN TAFT CO WIN III O BOX 17 IE. +31.2' TANK IE.+30.4' POOL BOT OF POOL 22.63 FT FOR A 6 BEDROOM RESIDENCE JAMESPORT,NY 1 47 Z 1500 GAL SEPTIC,TANK(5T) IE.+30.4' IE.+303' -CLEANOUT LOCATION OF EXISTING SANITARY LICENSE#50467 GROUND `T -(2)8'DIA x 8'HIGH LEACHING POOL(-P) SYSTEM TO Be ABANDONED -FILLED N/O/F DATED 719108 j II' q5, V MIN -f9Ji1JRE LOCATION FOR(I)8'DIA x e' IN OR REMOVED A5 REQUIRED DAVID J CORCORAN 316117 ADD TOPOGRAPHICAL SURVEY C7 HIGH LEACHING POOL(EXP) 38 She Hill Ln, Manhasset, NY 11030 SEPTIC PROFILE ---Top °F b z_ NEW RETAINING WALL m' ELEVATIONS ARE RE RENCED O SLOPE GLEAN OUT NOT INTENDED TO 10120 Nassau Point Rd, W_ _ 4 10 14 18 22 26 30 34 M 1000-119-1-17 TO N.A.V.D.1988 DATU (N.T.S.) 12I 16 1 20 2 28 1 32 32 32 ABOVE Uryp 34 1O' 3 36 CONTAIN SEWAGE DWEWNG WITH PUBLIC WATER 38 V mµ3 0 I PROPANE TK/ 4N \ 38 — —351.62 -- — O O U t` I I I Y 7t/q \ —525+ 36i 0 so II I I I I I I I I I / 1 — BOTTOM 2-1+ - 3 {7 2.0 \ _ O ra OF SLOPE I rz ' S L / / F ADIOS NO LLS z •k , 150 FEE1` Ug Z O I I I I I I 3 €d XGin, 4.�� 32.5+ 30� STAIN N6 WALL \ � -��D Y0 RA O a' -` (' �'=' ,�; THIN II I I I 1 1 1 DECK KWAYRrJ . t-; c9- 75-,- / / / }^' fi i 'tA Z T-,2 5T0_RI q` "W, , E GRAVEL P IN6 AREA / IDEGK 1 BRAG " ;b-�EDFfOOMS WI3ASEMENTj 34 It�4 ' / N/0/F 00. I l I 1 / �' CdT rb'KOSS",FLOOR;P A- DE P +B O WATERPROO GONG. I I 1 1 ros wL ,x 32.8 Carl Hoelzl / �3 s.,,...r2;'1"! ` ,.,� `1 RETAINING WAL EXISTING I 6 I I ' 1 t 1 I FIRS( FIN�FL►Z`E! `3441`i '' O \ FOR SEPTIC SYS L+' 21 Whitford Rd, Stony Broo , NY 11790 O �� 1 '° `` t s ' + 3 SEE DETAIL 1 \ l I 9895 Nassau Pain Rd ONE STORY I - 3.i I I I I ` / \ ``; r�?!°'paRnSLABjE30? 3 31.0+ �•S 1000-119-1- Z Q2 SF _ I I I I I I 1 ` WALKWAY 32.8+ �"� k; �` +28.0 3z?5+-30_ TEST HOLE I VACANT W co ORG zt; u +2:88__ EL+27.1 \ 32 N 0 F Z MURPHY NASSAU PT RD LLC CD BEACH . STAIRS �_\ 9905 Nassau Point Rd, Cut ogue, NY 11935 W)DW zSTAIRS I , I I I I I I \ \ 30 2 DW I DRII ENTRY DWELLING1000-119-1 9.1 EXISTING PUBLIC, DWENG WITH PU C WATER \' I WATER METER N � I I I 1 \ i 23 \ � \ 28 GREAT o BOTTOM Q'O OF SLOPE ,Zb GRAVEL EXISTING N/ F PECONIC UNDERGROUND DRYWELLS _ DRIVEWAY UNDERGROUND CHRISTOPHER sTABI JOHANNA STABILE I r I FOR 5T RMWPcT€R-RUNOFF— WATER LINE 107 Emily s Way, Ea Setauket, NY 11733 o< I 1 \ FROM-BUILDING STR,UGTURES _ _ _ _ i / 9975 Nos ou Point Rd, °d Z. BAY 1 I — 26 �� EXISTING urIL11`f 1000 119-1-10 y Q• z o ` 1 I , 1 I H i I POLE DWEWNG WITH PUBLIC WATER �� Uj 24 z g° ING� \' TEST H LE W• 'A Old ABOVEGROUND / N/O/F NO SCALE 4 UTILITY LINE ALISON M BYERS W. M.DONALD GEOSCIENCE = 3 (° 2 Cj C/O SCOTT A GONGAWARE TEST HOLE DATA 513117 ELEV.+27.1 4.- _ N I I� ' _ �� I n gI.jr,,° 4 ' PO BOX RKM, LIGONIER, PA 15658 — — — 10075 Nassau Point Rd, 1 — — For Sanitary ani 1000-119-1-13.1 t PpVEM NT \ DWELLING WITH PUBLIC WATER 1.0 F BROWN SILTY SAND SM 6 — EDC, OF By �"� t�N 9�1e 1° �+9�f N/O/F NE Z I _600.00' TOP - JOHN INGRIW, JANE A INGRILIJ YD 1 I 1 6 3444 Carrollton Ave, Wantagh, NY 11793 'Q SLOPE UNDERGROUND /23 FT. PALE BROWN FINE SA S .f- 2 I/2"THK 10375 Nassau Point Rd, GRADE BLUE-STONE 1I4 DRYW RPVq(E FOR 1000-119-1-15 COMMENTS:NO WATER ENCO NT SLOPE COPING 1I FROM DRIVEWAY DWEWNG WITH PUBLIC WATER r j ~ o N 2 OVERHANG SITE PLAN Abandonnnent of ecisting sanitary syste must be in GRAVEL TYPICAL SCALE: V=30'.0" mance with depart nt r- /1703 Submit DRAIN I LOCATION MAP conformance 1703 REINFORCED GONG ' SNEER i completed form�- as proof. ��c/ 0 3 ur RETAINING WALL / MORTARED TO \ I �� sTF D TS W/2#4® 12"HORIZ.AND N CONCRETE / 2 04 a 12"VERT. d RETAINING ""��'"®"""m """'.."""""""®"."."m"""""", ° "° LIQUID APPLIED ►^TALL SUFFOLK C:Cli Nre DIEP ':: .1qT Or- 1'•iEAL'ri•1 SERVICES 6122117 WATERPROOFING V.=30'-0" PROVIDE WEEP ' �� PERMIT FOR APPROVAL OF CONSTRUCTION FORA � BELO GRADE ON 1112'"PVO, GRADE y ! .�.'IN Lr- rAmil:f RESIDENCE ONLY �� FINISHED SIDE AT 4'0" SITE PLAN OG,WITH 12"THICK GRAVEL AND FABRIC, •' 4 OCT 3 11 ' FILTER ALONG BACK g•�, " _ SIDE OF WALL 5J1�11'I� 2 1�"1 1' . �o� �o� G dam' �,.tyg m Foll V., 0 BEDROOMS REINFORG ° �, :...� r q c OVAL GONG ;� IF,, � :. .EE l 6.7;RS FRON].DP.. E Cis' APPf�s. FOOTING W/04 O.C.AND RETAINING WALL DETAIL 8#4 CONT. (N.T.S.) SCDHS SUBMISSION 15TING BLUESTONE Z EXIF F'.tL '; RAVEL PARKING ti AREA 0 34LL �to,„ A N � 0. 5T NG DECK 4 SHED ® B MOL t SHED "011 32 '. 30 l 1 O W Lo ET I NG L FOR NEW 6x6 TR. WD. STING 30 BETA I N I N WALL UNDERGROUND WATER LINE XISTING PUBLIC DW TEST HOLE WATER METER X5 N, EXISTING DRIVEWAY ENTRY 28 as z L I M I T5 OF CLEARING AND LAND a• r D15TURBANCE +/-10,0115 5F } \ TAG 1 NG AREA AND PROPOSED o ° CONCRETE AA5HOUT AREA w J• a Z LL EXI5TIN6 w. I(s O Q N � ID � ABOVE GROUND 26 \ W. N F UTILITY LINE \ i- -' TEMPORARY STORM WATER RUNOFF EXISTING U) cj)• CONTROL MEASURE: PROPOSED SILT UTILITY FENCE DURING CONSTRUCTION \ POLE 2 4 , REMOVE EX15TINC7 ->--REMOVE EXI5TIN6 OF NE0 o POLE 4 LIGHT D RA GE CALCULATION'S �� AfttA OF RESIDENCE DW-A) � , 7 DRY WELL AREA x RAINFALL x RUNOFF FACTOR " (DW-A) 2,060 5F x (2/12 FT) x 1.0 = 545.4 C.U. FT. r s / USE: (3) 6' DIAMETER x 6' HIGH. POOL (5) 6' X 6' STORM DRAIN RING = 402 CU. FT. PROVIDED REQUIRED 402 CU. FT. > 545.4 CU. FT. PROJECT NO: 1703 AREA OF RESIDENCE (DW-B) DRAWN BY: DRY WELL AREA x RAINFALL x RUNOFF FACTOR UT 2,935 SF x (2/12 r-T.) x 0.7 = 542.4 CU. FT. CHECKED BY: USE: (2) V DIAMETER x V HIGH POOL TS DCATION MAP (2) VX V STORM DRAIN RING = 402 CU. FT. DATE: PROVIDED REauIRED 918117 422.4 CU. FT. > 542.4 CU. FT. J' SCALE: 1 101 - 01, ton R TEST HOLE SHEET TITLE: N NO SCALE BY McDONALD GEOSCIENCE SITE TEST HOLE DATA 5/3/17 ELEV. + 27.1 ENLARGEMENT d PLAN �a 1.0 FT. BROWN SILTY SAND SM O SHEET NO: 1' 23 FT. PALE BROWN FINE SAND SP COMMENTS: NO WATER ENCOUNTERED BIDDING & PERMIT SET a , OWN ..1316 p 14 101.4,a ESE PRO, V4 NQ i� 9M WIN m SCTM # 1000-119-01-16 PROPERTY: 10550 NASSAU POINT ROAD ADDRESS CUTCHOGUE, NY 11935 IEYV;'<:SEPTI G..SYSTEM 9nR001`' f?ESIDENGE OWNER: MARY & MICHAEL HEAGERTY Se,PTIG TANK (S,T),--' 317 VINEYARD ROAD HUNTINGTON BAY, NY 11743 SITE: 30,507 sf = 0.700 ac EAGHING POOL (LP) _ TION`,Fo YI) 8 DIA x 8ZONING: R-40 LIMITS OF CLEARING AND LAND #INGf?OOL-(EXf') SURVEYOR: NATHAN TAFT CORWIN III DISTURBANCE +/-10,4115 51= PO BOX 17 �TI'NG OUTDOOR SHOWER ®-,.. JAMESPORT, NY 11947uj >- EW 6x& TR. WD LICENSE # 50467 DATED: 7/9/08 RETAINING WALL 1=0R r' , SEPTIC SYSTEM V :t 316/17 ADD TOPOGRAPHICAL SURVEY �.05URE_�`_-��=�°_ EXISTING LOW VOLTAGE W JUNCTION BOX TO REMAIN. ELEVATIONS ARE REFERENCEDMOP !o PREVENT DAMAGE DURING TO N.A.V.D. 1988 DATUM CONSTRUCTION 36 UJ O 351 .62' W = \' x - r•2.{max—X-_ 'f' "=K � -` - - - - -�- - 55.0 �000❑❑ "r 0 " +52.0 -r' El 5.0 � �� . a; - L y�IP�LK 32.5+GRA L W,4L 30 i? 7'�4I NI G WALL t - +32.2 _ - - - f• yRY I"�:V.:dt, a«r.�zros....x� '11 r+i:E_it_1��7 .� �'��.•� .��;7� ,rr.�:�-.: ------ ----- -- • ' •��1L.ATO. E 15TINC BLUESTONE < • R .-, Its .ARE,4 . Z �...' RAVEL PARKING 1 s .v:.>:.. _ •.�,� ='"��. _ •Y.;{:':�:n =-___-- - � I L. � AREA `•�4..: 4'I"'�. a'.'�Jr'S".�&. �y ��5"±.K�Bb'+a�e�iq~"�:ti...,.4 ___ �-�i--Y��'-_ \ _ .•• •• ..,•.' ,•• � . ,...-� � tE ' = I 34 E TINS � L" A N a . . . . __ - 4 5UR- i EX I S NG DECK SHED .' _ o e,yr1l,:. tom. ,'G'.-�' .�:�� :n'i'.d:.^.+i!., »ms.:.'.... —_ �—_ — ----- •a ` ' ` - --- -- ED ONTO BE D€MOLI5H------- ------- - S- ,. .. .s T +3132 +31.5 3rd- 1.0+ �1 X0.5 ;Kt .. ,...., 3 0 °# 2 NF-W-LAks I O '."Wi L 26+:0+ T I NC OR _ ' �0` 0' ! I5TINCG NEW 6x& TR. WD. \ 30 TANK 1 ,maxi RET,4I NI NG. LS _ f?ETA I NI N WALL-17 i WATERUNDE ROUND \ y ° BLU ONE DW B LINE XI STING PUBL I G `'TTEST HOLE ' ON SL '1.1 ONE L WATER METER I.L4WN 6x6 - L + 2 .,4 I 1 l vaiuna SIVE DATA SCTM# 1000-119-01-16 PROPERTY: 10550 NASSAU POINT ROAD ADDRESS CUTCHOGUE,NY 11935 OWNER: MARY&MICHAEL HEAGERTY 317 VINEYARD ROAD HUNTINGTON BAY,NY 11743 SITE: 30,507 sf=0.700 ac ZONING: R-40 INSTALLED SEPTIC SYSTEM 0 SURVEYOR: NATHAN TAFT CORWIN III - 1500 GAL SEPTIC TANK(ST) I �. PO BOX 17 -CLEANOUT7 JAMESPORT,NY 11947 z -(9)V DIA x 8'HIGH LEACHING POOL(LP) LICENSE#50467 Ld DATED 719108 TOP OF I, 0 SLOPE 0 Lli SI' = L) N Sb•43.0 I?-6 351.62, 0 F- ~ ` O fO BOTTOM in OF SLOPE v� LP U Q o a 4 4• 3 ST RETAINING WALL Z DECK St O TERRA �n v�i`"�1 .?e, � K = G N R51D€NCE ,` ; PARKING AREA z ° ` Q RETAINING WALL0 a SHED x,51$y� Z Q IM 3 TV, r.I O a, m z SEAGH / Claw 0 1C x STAIRS ,-„ x DRIVEWAY Q* N �q �j W N ENTRY EXI5TING PU5LIG m� N !�1 O N > O WATER METER - GREAT OF SLOPE N DRIVEWAY INSTALLED m m PECONIC o INAT RGLINEE n ® a,Z BAY Z o EXISTING UTILITY � y a' =Y ST5 RS POLE �. wI�� / TRYON ' O�� / w• �r N to• . N M - DGE OF ppVEMENS Z R_600.00' E Ts o� OF NE Y I I` co AM 4� co N SITE PLAN SUFFOLK COU�!�DEPARTMEPIT OF�"6""M 1703 1"=301-01, APPROAASCONSTRUCTED AhAkY REMENCE P4R , UT DOW H.S.Ref.NO. ID 6/201118 doom,avolar wipply haft a#IIS woun nd walls gom"t0� Q Oft�—�d am to 1..=3077ps Mydimy FOR A MAXl11 W4Z-_ 6 86DR00ML ..: LE SITE PLAN i Craig Knepper, P.E., Chief OCT. - 3 2018 p_Tr�1ARNT0 DR.�. 1 ';•�d SCDHS AS BUILT • ` REF # R10-17-0046 n RESCheck Software Version 4®6.4 Corn Bance Certificate Project HEAGERTY RESIDENCE Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 12% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 10550 NASSAU POINT ROAD MARY&MICHAEL HEAGERTY Tom Samuels Cutchogue, NY 11935 317 VINEYARD ROAD Samuels&Steelman Architects HUNTINGTON BAY,NY 11843 25235 Main Road Cutchogue,NY 11935 631 734 6405 'm4 0 ® +� .a• o ^ tw. 'X' 4''m ..+r « "`, V r f, '�'fY.+'.,d' ONE,ME Compliance: 4.3%Better Than Code Maximum UA- 279, Your UA: 267 Maximum SHGC: 0.40 Your SHGC- 0.16 The%Better or WorseThan Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Ceiling 1: Flat Ceiling or Scissor Truss 467 30.0 7.0 0.028 13 Ceiling 2: Flat Ceiling or Scissor Truss 307 30.0 7.0 0.028 9 Ceiling 3: Flat Ceiling or Scissor Truss 79 30.0 7.0 0.028 2 Ceiling 4: Flat Ceiling or Scissor Truss 177 30.0 7.0 0.028 5 Floor 1:Slab-On-Grade:Heated 48 10.0 0.767 37 Insulation depth:2.0' Wall 1:Wood Frame,16"o.c. 174 22.0 7.0 0.039 7 Wall 2 basement:Wood Frame,16"o.c. 146 22.0 7.0 0.039 4 Window 1:Wood Frame:Double Pane with Low-E 13 0.450 6 SHGC: 0.19 Window 2:Wood Frame:Double Pane with Low-E 13 0.450 6 SHGC: 0.19 Window 3:Wood Frame:Double Pane with Low-E 13 0.450 6 SHGC: 0.19 Wall 3 basement:Wood Frame, 16"o.c. 174 22.0 7.0 0.039 6 Door 1: Glass 18 0.450 8 SHGC: 0.02 Wall 4 basement:Wood Frame, 16"o.c. 108 22.0 7.0 0.039 4 Wall 5 basement:Wood Frame, 16"o.c. 90 22.0 7.0 0.039 4 Project Title: HEAGERTY RESIDENCE Report date: 10/06/17 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\Heagerty\Energy Page 1 of 3 Calculation2.rck S Uzy Wall 6 basement:Wood Frame, 16" o.c. 92 22.0 7.0 0.039 4 Wall 7 basement:Wood Frame, 16" o.c. 15 22.0 7.0 0.039 1 Wall 8 basement:Wood Frame, 16" o.c. 51 22.0 7.0 0.039 2 Wall 9 basement:Wood Frame, 16"o.c. 61 22.0 7.0 0.039 2 Wall 10 first floor:Wood Frame, 16" o.c. 146 22.0 7.0 0.039 5 Window 4:Wood Frame:Double Pane with Low-E 8 0.450 4 SHGC: 0.19 Door 2:Glass 18 0.450 8 SHGC: 0.02 Wall 11 first floor:Wood Frame, 16" o.c. 234 22.0 7.0 0.039 7 Window 5:Wood Frame:Double Pane with Low-E 10 0.450 5 SHGC: 0.19 Window 6:Wood Frame:Double Pane with Low-E 10 0.450 5 SHGC: 0.19 Window 7:Wood Frame:Double Pane with Low-E 10 0.450 5 SHGC: 0.19 Door 3:Glass 18 0.450 8 SHGC: 0.02 Wall 12: Wood Frame;16"o.c. 144 22.0 7.0 0.039 5 Window 8:Wood Frame:Double Pane with Low-E 11 0.450 5 SHGC: 0.19 Window 9:Wood Frame:Double Pane with Low-E 6 0.450 3 SHGC: 0.19 Window 10:Wood Frame:Double Pane with Low-E 6 0.450 3 SHGC: 0.19 Wall 13:Wood Frame, 16"o.c. 252 22.0 7.0 0.039 7 Window 11:Wood Frame:Double Pane with Low-E 11 0.450 5 SHGC: 0.19 Window 12:Wood Frame:Double Pane with Law-E it 0.450 5 SHGC: 0.19 Window 13:Wood Frame:Double Pane with Low-E 11 0.450 5 SHGC: 0.19 Window 14:Wood Frame:Double Pane with Low-E 11 0.450 5 SHGC: 0.19 Window 15:Wood Frame:Double Pane with Low-E 11 0.450 5 SHGC: 0.19 Window 16:Wood Frame:Double Pane with Law-E 11 0.450 5 SHGC: 0.19 Wall 14:Wood Frame, 16"o.c. 120 22.0 7.0 0.039 4 Window 17:Wood Frame:Double Pane with Low-E 11 0.450 5 SHGC: 0.19 Window 18:Wood Frame:Double Pane with Low-E 11 0.450 5 SHGC: 0.19 Wall 15:Wood Frame, 16" o.c. 166 22.0 7.0 0.039 6 Wall 16:Wood Frame, 16"o.c. 142 22.0 7.0 0.039 6 Wall 17:Wood Frame, 16"o.c. 152 22.0 7.0 0.039 5 Window 19:Wood Frame:Double Pane with Low-E 11 0.450 5 SHGC: 0.19 Window 20:Wood Frame:Double Pane with Law-E 11 0.450 5 SHGC: 0.19 Project Title: HEAGERTY RESIDENCE Report date: 10/06/17 Data filename: \\NAS\share\Of ice files\Common DocumentsNACTIVE PROJECTS\Heagerty\Energy Page 2 of 3 Calculation2.rck r y `Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirhments in REScheck Version 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Lay rerT- � ! Name--Fitle Signature Date Project Title: HEAGERTY RESIDENCE Report date: 10/06/17 Data filename: X\NAS share\Of ice files\Common Documents\ACTIVE PROJECTSXHeagertyXEnergy Page 3 of 3 Calculation2.rck r• - r APPROVED AS NOTED Blower door DATE: D B.P.# t and ductwork FEE: 1 BY: testing required. NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: I. FOUNDATION - TWO REQUIRED All exterior lighting FOR POURED CONCRETE ghting 2. ROUGH - FRAMING & PLUMBING installed, replaced or 3. INSULATION €epaired shall conform 4. FINAL - CONSTRUCTION MUST to Chapter 172 BE COMPLETE FOR C.O. of the Town Code ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. PLUMBER CERTIFICATION ON'L'EAD CONTENT CERTIFICATE OF Off,'-,' SOLDER USED IPJ VVIR T COMPLY WITH ALL CODES OF SUPPLY SYSTEM--2. CANNOT NEW YORK STATE & TOWN CODES: EXG, 10 OF 1% LEAD. AS REQUIRED AND CONDITIONS O� ARC PLUMBING SQ!iTHGLu TRUSTEES :r Lt PLUM.8IN G j{°�r,,�T� r�- &WATER t_i:�s :M"'MNG BEFORE CC OCCUPANCY OR TRUSS PLACAROING a� ou'��Ie. USE IS UNLAWFUL WITHOUT CERTIFICATr OF OCCUPANCY ELECTRICAL, INSPECTION REQUIRED DRAINAGE INSPECTIONS ARE REQUIRED Contact Tbi Engineering at ore Backfill,dR Provide Engineer'g Ce,jmfication Additional that the drainage has been installed to'Code. Certification May Be Required. SITE DATA SCTM # 1000-119-01-16 PROPERTY: 10550 NASSAU POINT ROAD PROPOSED NEW SEPTIC SYSTEM ADDRESS CUTCHOGUE, NY 11935 FOR A 6 BEDROOM RESIDENCE OWNER: MARY & MICHAEL HEAGERTY - 1500 GAL SEPTIC TANK (ST) 317 VINEYARD ROAD TOP OF SLOPE - CLEANOUT HUNTINGTON BAY, NY 11743 EXISTING ENCLOSED PORCH TO - (2) V DIA x 5' HIGH LEACHING POOL (LP) SITE: 30,507 sf= 0.700 ac REMAIN. REMOVE EXISTING - FUTURE LOCATION FOR (1) 8' DIA x 5' ZONING: R-40 WINDOW5/DOORS FOR HIGH LEACHING POOL (EXP) LIMITS OF CLEARING AND LAND UNENCLOSED COVERED PORCH DISTURBANCE +/-lO,al3 SF SURVEYOR: NATHAN TAFT CORWIN III REMOVE EXISTING OUTDOOR SHOWER PO BOX 17 SHED COMPLETE JAMESPORT NY 11947 MOVE PORTION REMOVE PORTION EW X15TING EW bxb TR. WD. LICENSE # 50467 z OF EXISTING OF EXISTING PLANTINC75: DECK TO BE NEW OUTDOOR SHOWER RETAINING WALL FOR DATED: 7/9/08 Z DECK DECK BEACH R05E RENOVATED w/FENGE ENCLOSURE PER 5EPTIG SYSTEM EXISTING LOW VOLTAGE 316/17 ADD TOPOGRAPHICAL SURVEY W 32 ELEVATIONS ELEVATIONS ARE REFERENCED 3 4 6 10 14 16 18 20 22 24 6 28 30 32 32 34 JUNCTION BOX TO REMAIN. I EX 1ST II N� 34 PREVENT DAMAGE DURING TO N.A.V.D. 1988 DATUM 12 I X15TING _ - CONSTRUCTION �j FLAG POLE DECK TO BE � \ 4 � REMOVED / _ _ 36 0 N 54 43' 0" E 38 351 .62' `,.I = I EXISTING - - - - - TA STEPPING STONE WALKWAIT ' - - _ - - - -}- - - 33.0 \ + C -- - - I DECK ❑❑❑❑ ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ ❑❑❑❑❑� +32.5 32.5+ RE O O R � _ MOVE POR II ❑ 12.0' - - - - - - - x6 - - - - - ❑ ` +32.0 - ,O V 32.2+I ❑ \ e EXISTING PECK 1 O N o t7 N '4 E STEP _ ' - 3.0 • EX I STI NG 2 STORY I ❑ - Sr G �' m1:4- uINP1-K 32.5+GRA L WAL 30 / - `' R7A1Nf G WALL _ +32 G - RE51 DF-NCE W/ BA5EMENT �v� G - m - PORTION P F , STEPPI NG TON E +32. y EXISTING _ _ 1;'ROE05ED INTERIOR I W/ E� STING WAY + -ST DECK DECK TO E WALK x-32. R �01l,�TiO�IS E, ISTING BLUESTONE \ Z RENOVATED - _ .. 33'J+ ' ❑❑❑❑❑❑❑ �J O :.,; PILE ` :.... .:. :.,.;`,:: " RAVEL PARKING __.. REMAI I _ AREA TO BE _ ...._....... .. . PRO I E AREA i O I _ E TINLF G` JN,4LL:'T� i YfA�IN 4 CL �,/ 6 1 \ 34 -- ._ _..................._...___ x EXISTING DECK 4 SHED LEVELED }_:: • b.� 1 \ , ------ $, _ TO BE�EMOL I SHED ,`. �9.�L.. L4.=F -34.0 , . / Z Q ' \ // - \ +51.51 +31 25'-O" 32 STORY, 01:215r)�NEW �-"_ \ ROOF, SIDING AND' ry / \ 28. + +31.5 TW +3 O+ 1� WINDOWS - REMO I :.....::::: ::::.:ti- / ii'`� r I I m ci. / / /� \ 12.0 \ NE EX15TINC-7 _ _ _8.0 30.5+ o INTERIOR SHOWER �- i- ` \ E RENTRY I 1 _ m� 3 0 ---_ -(p\ / N L I� ' E T_ G S O L MOVE EXISTING $ PORCH ` X24• NEA-L�AWN __ O VOi��n \ 5��a cam. _ __ - '(� co ._..._._ D UCTURE + L _ \ \ \ --- � / �' AND BETA 2.�+ o, \ \ 1. I 26.0+ �4•® ^ \ '� T I1�ING ILL OR c� / 1 I WALLS �.3+ \ \ 30.0+ + Q 1 \ a \ T ! NEW BEACH STAIR. _ \� / I / \\ DW A RGROIJND I �' I �� 6x6 s TN + o.0 0 +24.o r � 4u + STING z PROVIDE (4)GALV. \ - NEW bxb, TR. WD. ° BOLTS FOR EASY ry ° ;/ \ \ I \ / _ \ \\ 6�7+ Xry�o 1 NEW TIMBER I 23.5+ + 3.8 Pib ,ANS TANK RETAINING WALL UNDERGROUND�� \ 30 / PLA TiNGS U�' i RETAINING WA LS � WATER LINE It DETACHMENT \ \ /" �N / `' �: �!��x � 4 NE B U ONE 1N B �, XI5TING PUBLIC Q / I/ / BEA'H ROSE y o „ I NEW DW A I U L TEST HOLE WATER METER X I \ h o x X24.0 / LUESTONE �: :/ L)G ON 5L _ I LAWN bxb i > �„ � L + 2'l.l c� = I I /�j axe � \ EXISTING m ` y Z O n -� OF DI'21�EWAY \ �! :.� \ DRIVEWAY � � / ;�� I/ \ (( / \ ENTRY 28 X15TING �ORTI bN`Oji o�S Z DRl\/\rZ �1AY TO `Br NEW . �\ -- � , ��' / LIMIT5 OF CLEARING AND LAND = EXISTING BEACH UP� REMQVED LAWN y <. Ln M o �/ \ � __ , ,o � -� � DISTURBANCE +/-IO,�f 13 SF ,- STA I R5 DECK AND ;' J �• o Z LANDINGS TO RMAI� NT ST i`ZM WA R----- \ - x y l EW MASONRY w� \\ / , / , �\ \ / I / I \ \ TAC AREA AND PROPOSED • U Q REMAIN. / 0 RUNOF ONTROL Mr hSURE IOW):\ \ w -� W z W x o O �( \ / ENTRY STAIRS / I CONCRETE WASHOUT AREA a Z LL RE-STRUCTURE E�RGROUND/'bRYWELLS '\ i AND LANID I NG5 • NEW w• u w , \ RUNOFF ROM , \ _=�/ --�_ 1 LAWN 2 s ` o , Q BOTTOM STEPS FCbR FOS R�AINY<IATER \ I EXISTING a N �, �I z EASY DETAGHMEN�' X TI B G 0 \ UTTERS`AT �E�BU I LD I NG � �\ ` ,/ \ // D B \ I \ ABOVE GROUND \ w• " ? n ° 5TkUCtURI \ UTILITY LINE \ Q a STAIR EG AND / \ /`�\ I ► �� EXISTING j �,4N1�ING T B �./��X \ / � _ /, I TEMPORARY STORM WATER RUNOFF � M• z / RAN 1/A-f�D / TEMP F�ARY ORM WATER i�UNOFF -i� X8 EX 15TI NG o CONTROL MEASURE: PROPOSED SILT UTILITY CONTROL MEASURE:/PROPOSED, SILT \ � � DRIVEW FENCE DURING GON5TRUCTION � POLE w O FtNCE DU 1NG 0 45TRUG�101� / °�\ . XI5TIN6 REMOVE EXISTING WATER DRIVEWAY O / \ / ,/ \l/ VALVES _ r \/� REMOVE EXISTING v \ Y L 22 POLE 4 LIGHT .P5 c. s�2'0 / / \ NLARGE EXISTING DRIVEWAY D RA G E CALCULATIONS LATI O S vAafs G� AS SHOWN DRIVEWAY SURFACE A OF RESIDENCE DW-A \ MATERIAL TO MATCH EXI5TING I ci� N - - DRY WELL AREA x RAINFALL x RUNOFF FACTOR � � � - �-- � (DW-A) 2,060 SF x (2/12 FT.) x I.C� = 343.4 GU. FT. �- 20 / USE: (3) 6' DIAMETER x b' HIGH POOL i T°��°"1 M (3) VX 6' STORM DRAIN RING = 402 GU. FT. DVIVOPROVIDED REQU I RED PO \ \ ENS \ \ 402 GU. FT. > 345.4 CU. FT. PROJECT NO: / / p,VEM 16 1703 z � / \ �-- _____ _---- OF P 18 0� \16i 00, EpGE V AREA OF RESIDENCE (DW-B) DRAWN BY: / R=600• DRY WELL AREA x RAINFALL x RUNOFF FACTOR UT -4 10 PERMANENT STORM WATER (DA-B) 2,835 5F x (2/12 FT.) x 0.1 = 342.4 GU. FT. CHECKED BY: TOP OF SLOPE USE: (2) & DIAMETER x 5' HIGH POOL 12 RUNOFF CONTROL MEASURE (DW): �' LOCATION (2) 8' X 5' STORM DRAIN RING = 402 GU. FT. TS 14 MAP NEW UNDERGROUND DRYWELLS / PROVIDED REQUIRED DATE: FOR RAINWATER RUNOFF FROM 422.4 GU. FT. > 342.4 GU. FT. 9/8/17 THE DRIVEWAY SURFACE �+CALE. s i. ll - n TEST HOLE SHEET TITLE: RESIDENCE: FIRST FLR EL 34.4 FT GARAGE FLR ELEV +24.4 NO SCALE GRADE LINE ELEVATION 32.2 FT j BY McDONALD GEOSCIENCE CLEANOUT GRADE LINE ELEVATION ±32.0 FT. - � ' � � %;!%j'�,;�� SITE I' MIN. 2' MAX. �P '' %% !"j a , , � / TEST HOLE DATA 5/3/17 ELEV. + 27.1 ENLARGEMENT I/4"/FT MIN TOP OF POOL 30.63 FT I/8 /FT MIN PLAN SEPTIC LEACHING //�/�' % % 'i'% �' 1.0 FT. BROWN SILTY SAND SM IE. +31.2 TANK IE. +30.4 POOL BOT OF POOL 22.63 FT / j� ' %'% , IE. 30.81' + 10'-0 SHEET NO: + IE. 30.3 - GROUND WATER 1 " - " � � ' MIN / !%�//%' 23 FT. PALE BROWN FINE SAND SP 01//// / ice � �i�i ;//" �, COMMENTS: NO WATER ENCOUNTERED SEPTIC PROFILE (N.T.S.) // BIDDING & PERMIT SET M Z4"LONG TIMBER ANCHOR SPIKED AT EACH VEAVM" VE 480 LONG PEADMEN AT OFT 00 STASSERED EVERY THIRD TIMER COURSE "'EI VE 6X6 PTL TIMBERS 1r6 /7 56 ORAVE-:�� --HEI&HT VARIES 561 MAX rM12.=,C-AL Sit GENERAL STORMWATER POLLUTION PREVENTION NOTES SPIKES AT 2 AT ALL TIMBER C40UR-OM PERMANENT STORM WATER RUNOFF CONTROL MEASURE I J- JM SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE Q THO a 81=1=L0VPC-ST Li rM-1NISH'HW 6RAM TYPICAL Development activities for this project will consist of: 1. Installation of temporary erosion control measures (silt fence barriers), see detail 3 VE REBAR 24"LONG 2. Clearing of trees and brush in areas shown on Site Plan X t t1----FM=0M FIRST TIMBER INTO 3. Renovation of the existing residence a•THK GRADE 4. Site grading from the public road to the area around the existing building GRAVEL IDE GRAVEL FILL DRAIN a•DEEP160 AIM 5. Installation of the septic system M 6. Installation of on site drainage structures (permanent storm water runoff control measures), see detail 1-SP2 7. Installation of underground piping from gutters and downspouts to the drainage structures 0 ( WOOD RETAINING WALL DETAIL 8. Filling and grading of soil above drainage structures UJ D)N�O?LE 9. Construction of new exterior stairs,walkways, decks and terraces 10. Construction of new driveway and parking areas including grading and driveway surfacing 11. Installation of new landscaping plants, lawns 12. Removal of the temporary erosion control measures WIRE FENCE K/ SITE DATA FILTER CLOTH Site Area: 30,507 sf= 0.700 ac Fm Soil Classification: See test hole (0 Receiving Waters: Peconic Bay IIIIIIIIIIIIIM SURFACE dr., FILTER CLOTH MINI. DRAINAGE Contractor: N/A 160" BELOW 6RZAVE ."FLOA POLLUTION CONTROL MEASURES 0 In accordance with the provisions of the Town of Southold, chapter 236, storm water management and >\ erosion and sediment control measures including, but not limited to, the following shall be employed during construction: O TEMPORARY STORM WATER A. Existing vegetation to remain shall be protected (by installation of construction fence or other approved RUNOFF CONTROL MEASURE means) and shall remain undisturbed. B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas and the length of N OS I�QN &�S SEDIMENT T CQN�TRDETAILSL[ � time that areas are exposed.A maximum of 1 acre shall be disturbed at one time unless written Z E permission is granted by the NYSDEC. Graded and stripped areas shall be kept stabilized through the UJ U) use of temporary seeding as required. Seed mixtures shall be in accordance with the soil conversation service recommendations. C. Bare soils shall be seeded within 14 days of exposure, unless construction will begin within 21 days as sections are completed, or if construciton on an area is suspended, the area shall be seeded Z immediately. < TOP OF EXISTING a. Seed preparation -scarify soil if compacted, remove debris and obsticiles such as roots and stumps. GRADE b. Soil Amendments L0 CAST IRON FRAME AND COVER 1. Lime to ph 6.0 no it TO GRADE (AS REQUIRED) 2. Fertilize with 6600 lbs of 5-10-10 or equivalent per acre(14 lbs/1 00 sq. ft.) C) TRAFFIC SLAB (SEE c. Seed Mixtures Irmo (--1 1. Temporary seedlings PLANS FOR LOCATION, a. Ryegrass (annual or perennial) @ 30 lbs. per acre (0.7 lbs per 1,000 sq. ft.) b. Certified "Aroostook"winter rye (cereal rye)@ 100 lbs. per acre(2.5 lbs per 1,000 sq. ft.) us winter rye if seeding in October/November. 2. Permanent seedlings-See Landscaping plans D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall 45" HI(9H x 45" VIA be diverted away from cleared slopes. DR BASIN E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or min drainage systems. Sediment barriers shall be installed along the limits of disturbance prior to the start of Mln D�4 Fq DE S EE9 H EK EK E 08 Z- CE CE D;;4 DE F� CE� S E construction and shall be maintained until construction is complete. O > EE E F.A stabilized construction entrance shall be maintained to prevent soil and loose debris from being tracked BACKFILL onto local roads. The construction enlrance shall be maintained until the site is permanently stabilized. MATERIAL TO Any sediment tracked onto public roads to be removed or cleaned on a daily basis. 0: BE CLEAN SAND 0 TEI AND GRAVEL G.All runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets 00 >- LLI _J. installed on site shall be protected from sediment buildup through the use of appropriate inlet protection. F:W -w- ><1 Z LL Z H. Appropriate means shall be used to control dust during construction. :3 UJ 0 L) Ld D ROUI. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems 0 NP�T:5— 0 L—, — shall be cleaned and flushed as necessary. LU J. The contractor is responsible for inspection and proper maintenance of erosion control measures. PERMANENT STORM WATER RUNOFF CONTROL Inspections must be performed every seven calendar days and immediately after periods of rainfall MEASURE STORM DRAINAGE RING TYPICAL greater than one half inch. Maintenance measures are to include, but are not limited to, cleaning of recharge basins, sediment traps and drywells, cleaning and repair of NO SCALE sediment barriers, repair of berms and runoff diverters, and cleaning and repair of inlet protection devices. K. During construction, the contractor will comply with all local regulations concerning the disposal of solid waste and debris and toxic and hazardous waste, as well as sanitary sewer and septic system regulations. Temporary fencing shall be erected as shown on Site Plan along with the placement of dumpsters to control the buildup of debris. The contractor shall periodically clean up any debris OF Nc- accumulated along the temporary fence and empty the dumpsters regularly. oNP C. Sq'If L'a L, 2 CAST IN PLACE COPING YV DRIP Ev(sr= The contractor will report any required modifications to the SWPPP necessitated by field conditions or e- construction activities to the Engineer/Architect for revision of the SWPPP where appropriate. SLOPE .4 5% MAXIL-,A DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE GRAVEL VIRAI Construction materials shall include concrete wood forms, building lumber and associated metal or 018350A attachments, precast concrete septic/drainage structures, prefabricated building components (windows, REINFORCED CON I THK doors, cabinets, flooring materials, finished roofing and siding materials, lighting fixtures, plumbing fixtures), , .. I RETAINING WALL gypsum wall board, batt and rigid insulation, piping for plumbing, outdoor paving materials. IW2 #4 a 1211 HORIZ. AND FINISH Waste materials shall include demolition materials from the existing building structure, unused building PROJECT NO: 2 #4 @ 1211 VERT. materials and products, trash from construction workers meals and drinks. Project site shall have a 1703 LIQUID APPLIED- dumpster that all waste marerials will be temporarily stored and dumpster shall be emptied weekly by a DRAWN BY: WATERPROOFING private carting company. UT PROVIDE WEEP + CHECKED BY: HOLES, V2" PVC, RADE TS BELOW GRAVE ON FINISHED SIDE AT 4'0" DATE: 00, WITH 12" THICK 9/8117 GRAVEL AND FABRIC, FILTER ALONG BACK SCALE: Slorz or- KALL NTS -10 SHEET TITLE: REINFORCED 1:2 OoNco FOOTIFOOTING1AV SWPPP DETAILS o.o.a AND 5#4 DONT.—T, & NOTES CONCRETE RETAINING WALL DETAIL_ NO LE SHEET NO: BIDDING & PERMIT SET WIND-BORNE DEBRIS PROTECTION FOR OPENINGS 0STRUCTURAL REVIEW B`I' STEVE MARESCA, P FOR WALL OPENING PROTECTION OF 120 MPH S-SECOND WIND GUSTS 155-07 WEST MONTAUK HIGHWAY, HAMPTON E3A`I'S, NY I I X46 . ( MAXIMUM MEAN ROOD HE I CHT: 55) SIMPsoN LSTA - 20 GAGE PHONE 651 -725 cf 450 RIDGE STRAP - ALL ROOF RAFTERS e 2 x b TIE ® EACH RAFTER USE/OCCUPANCY r \ IN vlEw of STRAP. CLASSIFICATION DESIGN CRITERIA: SHUTTER ASSEMBLY � \ ' � � IREQUIIRED ��RO�6E SINGLE FAMILY RESIDENTIAL DE51 GN IN ACCORDANCE WITH AMERICAN N.T.S. oil' ° FOREST PRODUCTS WOOD FRAME FOR PANEL SPANS: 0 < 4'0 WIDE SPAN 1 \ CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE 23/32" (3/4") APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I HEIGHT PRESCRIPTIVE METHOD (OVERLAP AROUND OPENINGS 4") I 1 e HURRICANE CLIPOSUSEITION OF 55'-0" MAXIMUM ASSEMBLY: �.' I I SIMPSON HS GROUND SNOW LOAD - 45 PSF. UJ �e ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ ° I 1 F I RST LEVEL - 40 PSF. L.L. w #10x3" (Al WASHERS) GALVINIZED OR 5TAINLE55 STEELLIVING AREAS - 40 P5F. L.L. 0 WOOD SCREW @ 16" O.G. I I SIMPSON H2 HURRICANE BED .�'ROOM ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: '' CLIP NAILED. FROM ' - 3O PSF. L.L. #10 TEE NUTS ATTACHED TO BLDG. Al #I Ox I-1/2 ( W/ WA5HER5) I I RAFTER TO STUD. - FIRE AREA WIND SPEED - 130 MPH TYPICAL ALL RAFTERS 5E 1 SM I C DES 1 GNA CTEGORY - 8 W MACHINE BOLT @ 12 O.G. a�\ ` i s - 8d NAILS EACH END RAS I D�NG�: X - Z WEATHERING SEVERE APA RATED PLYWOOD TO• EXTEND TO TOP OF TOP PROVIDE ad COMMON FROST LINE DEPTH - 36 \ \ i PLATE NAILS a ( DGE OF ALL EXTERIOR ETERMITE - MODERATE TO HEAVY 1 SHEATHING. TYPE OF CONSTRUCTION DECAY - SLIGHT W e CONVENTIONAL L I C HT FRAME WOOD ICE SHIELD UNDERLAYMENT REQUIRED - YES Lu 5 e CONSTRUCTION 0 I I . MULTIPLE SECTION ASSEMBLY: V 1 1/4" THICK BOLTS ® 2' OG II II GENERAL NOTES v I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY hEmF- I 1 ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL SHALL BE DESIGNED AND BUILT IN ACCORDANCE LU Z I I I I I I PLYWOOD SHEATHING CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. I I TO OVER LAP BOX CONSERVATION CODE, AND LOCAL AUTHORITIES. I I 14. THIS STRUCTURE HAS BEEN DESIGNED IN D.. �' ,� BEAM - TOP + BOTTOM. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY 1 I I I 51MP50N M5T2'7 MINIMUM 28 DAY STRENGTH OF 3000 PSI CONSERVATION CODE. M I I I 11/2" WIDE - 20 GAGE 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL Q I I I I I METAL STRAP 048" OG. ,�'• I I I LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. W °� I6. ELECTRICAL AND MECHANICAL COMPONENTS TO BE co 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL DESIGNED AND SPECIFIED BY OTHERS. Q SHUTTER ASSEMBLY I I I I 1 I 4DOUBLE TOP STAIR AND FLOOR OPENINGS, P05T5 AND PARALLEL I 2 x b ®I b" O.G. PLATE I I I I I 5TUDs PARTITIONS, EXCEPT AS NOTED ON DRAWING. Z N.T.S. I I �� I I . I'l. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE I I , 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM FOR PANEL SPANS:4' OR WIDER SPAN i I I' I�j FLOOR BEAMS. SPACING NOT TO EXCEED 6.0 FT. A-325 BOLTS, 3/4" DIAMETER. 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I I I I 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND (OVERLAP AROUND OPENINGS 4") I I I I WRAP + NAIL STRAP VERIFIED BY CONTRACTOR(5) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER 2x4 STRONG-BACKS ® 24" OG 1�-' (°J,- AROUND SILL PLATE 4 - 8d NAILS CONSTRUCTION AND ORDERING OF MATERIALS. THIS AND OWNER. 1 I I AT ANCHOR BOLT FOUNDATION HAS BEEN DESIGNED FOR A SOIL let. DO NOT BACKFILL AGAINST FOUNDATION WALLS ASSEMBLY: I I SIMPSON MST27 BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION 15 COMPLETE. U. PREASSEMBLE PLYWOOD TO 2x4'5: # 10x3" (w/ WASHERS) GALVINIZED OR I 1 1!2" WIDE - 20 GAGE LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT METAL STRAP ®48" 00. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL 5TAINLE55 STEEL WOOD SCREW ® 12" O.G. I°r' AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR NAIL SHEATHING TO SILL PLATE CONCRETE SLABS TO BE COMPACTED TO c15%2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ "` 8d NAILS a 4" O.G. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. #10x3 ( ad Z c w/ WASHERS) GALVANIZED OR 5TAINLE55 STEEL RELATIVE DENSITY. LO a WOOD SCREW a 1611 O.G. 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND :R..r�.; •. 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: 2 - #5 REBAR v) Q , •�;.,:.!;.;.;�� 2 x 6 SILL PLATE OEACH LEVEL OF DWELLING AS REQUIRED BY �ti #10 TEE NUTS ATTACHED TO BLDG. w/ 010xl-1/2 ( W/ WASHERS) 4,�} :;t ACa TREATED. SUPPORTED BY DOUBLE UPRIGHTS, Q.0 FT AND OVER N MACHINE BOLT 12" O.G. BY TRIPLE UPRIGHTS. ALL HEADERS TO BE NEW YORK STATE BUILDING GORE. a M SEE FOUNDATION DWG. MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. o >- FOR FOR DESIGN. t„;:^ '�' 5/8" x 12" A.B. ®48" OG. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO v x •;;:. w/ FENDER WASHER. W J •W Z �Q 8. PROVIDE FIRESTOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT I_-- W LL ''' '"`f:i' PENETRATIONS =a z WINDOWS - GLAZED NOW REQU I RES THAT ALL SLEEPING ROOMS IN THE M W002 w 9. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD W I RED PROTECTION IS REQUIRED FOR ALL GLAZED AREAS. a�0 o IN ACCORDANCE WITH LARGE M1551LE TEST OF CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOW5 INTERCONNECTED SMOKE ALARMS. n W • W 0 ec A5TM E Iclab AND OF A5TM 188(b. AND DECKS ETC.. u m CONTRACTOR MAY USE WOOD STRUCTURAL PANELS 23. THE NY5 CODES AL50 APPLY TO ACCESSORY Q F- . IN LIEU OF THE ABOVE MENTIONED WINDOWS. 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH HOLD DOWN + SHEAR CONNECTION U) U) , HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATH 11. ARCHITECT NOR ENGINEER 15 NOT RESPONSIBLE 24. GARAGE DOOR5 TO BE RATED FOR 120 MPH. WIND LOAD ALIGN WITH WINDOW JACK POSTS , HEADER + SILL PLATE. FOR THE INSPECTION OR SUPERVISION OF PANELS TO BE MAINTAINED ONSITE. SHALL COMPLY lN/NYSSG CHAPTER #2304.of.6 THI5 CONSTRUCTION PROJECT. FEDERAL, STATE LABEL LOCATIONS ON EACH PANEL. AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. O's C. Sq SQA 0;f ,r NAILING SCHEDULE FRAMING NOTES k fie: 11 TAKEN FROM 2015 EDITION INTERNATIONAL RE51DENTIAL CODE I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4" c1(935o-A DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR o.c. EXTERIOR EDGES AND 6 d @ 12 o.c. o BETTER. INTERMEDIATE. 51 ZED FOR COMMON NAILS; CONTACT ARCH I TELT FOR BOX NAIL 51 ZE5 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" PROJECT NO: In MIN. THIGKNE55 OR AS NOTED. II• ALL INTERIOR AND EXTERIOR FINISHES, FLASHING 1703 RAFTER/TOP PLATE 3-16d (TOE NAILED) WATERPROOFING SHALL BE BY ARCHITECT. o <,to ° GE I L I NG JO I5T/TOP PLATE 4-8d (TOE NAILED) 3. ALL 5UBFLOORI NG TO BE APA RATED STURD-I-FLOOR, DRAWN BY: jQQ CEILING JO15T/PARALLEL RAFTER 8-16d (FACE NAILED) EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UT CEILING JOIST LAPS OVER PARTITION 'T-Ibd (FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE COLLAR TIE/RAFTER 4-I0d (ea. end 1-1/4" strap) NAIL PLYWOOD 5UBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED BY: GABLE ROOFS BLOCKING/RAFTER 4-8d (TOE NAILED) TIMBER PILE FOUNDATIONS PROVIDE HU TCS RRICANE o Flo RIM BOARD/RAFTER 4-I6d (END NAILED) 4• ALL HEADERS 6'-O" AND OVER SHALL BE SUPPORTED CLIPS AT ALL PERIMETER JOIST TO GIRDER DATE: TOP PLATE/TOP PLATE 2-16d (FACE NAILED) WITH DOUBLE UPRIGHTS, q'-O" AND OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A CONNECTIONS. 9/7/17 TOP PLATE AT INTERSECTIONS 4-16d (FACED NAILED) a o 5TUD/STUD 2-16d FACE NAI ED MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. 13. ALL PRE-ENGINEERED LUMBER SHA BE jcb jh ( NAILED) LL GEORGIA HEADER/HEADER Ibd (FACE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC. GPI SERIES WOOD-I-BEAMS AND LVL TOP or BOTTOM PLATE/STUD 3-16d (END NAILED) AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND 10� O L45 ° 6'-0" O.G. MIN. PROVIDE 2" SPACE FOR AIR SHEET TITLE: BOTTOM PLATE/FLOOR JOIST 3-16d (FACE NAILED) HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED O JOIST/SILL, TOP PLATE or GIRDER 4-Sd (TOE NAILED) CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB BRIDGING/JOIST 2-I0d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND STRUCTURAL :]h BLOCKING/JOIST 2-I0d (TOE NAILED) stairs etc. ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" GABLE RooPBLOCKING/SILL orTOP PLATE 3-16d (TOE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR 0 0 lob o X45 0° '1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL NOTES & Io < o X30 LEDGER STRIP/BEAM 4-16d (FACE NAILED) PERIMETERS. HANDLING, STORAGE, AND ERECTION OF JOIST ON LEDGER/BEAM 3-16d (TOE NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. COMPONENTS SHALL BE AS PER MANUFACTURERS DETAILS AT PROVIDE HIGH PRESSURE ZONE - b" O.C.o.c. P8d SUMMON NAILS ® BAND JOIST/JOIST 3-16d (END NAILED) 8. ALL FLUSH WD OOCONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. 'Ir HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. BAND JOIST/SILL or TOP PLATE 3-16d (TOE NAILED)XF WITH RATED GALVANIZED METAL CONNECTORS BY 14 ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF I/2" DIA. STRIP SHEATHING Sd (ONE/RAFTER) loo o 50 ° PLYWOOD ROOF= DECKING ad @4 O.G. EDGES, @8�� O.G. FIELD "TECO" OR APPROVED EQUAL. GALVANIZED MACHINE BOLTS ® 12" O.G.. SHEET NO: PROVIDE 8d NAILS a 4" O.G. AT PERIMETER INTERIOR PLYWOOD WALL SHEATHING ad c4" O.G. ED6E5, ®8" O.G. FIELD Q. NAILING SCHEDULE SHALL BE AS PER THE N.Y.5. PORTIONS OF PANELS IN HIGH PRESSURE ZONE5. PLYWOOD SUBFLOOR DECKING ad 06" O.G. EDGES, a12" O.G. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING IS AN INSTRUMENT PREPARED TO NOTE : a = 4 FT. IN ALL GASES SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE COMPONENT AND CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. ADDENDUM #h WOOD FRAME STAIRS 'Y Vll EXISTING DECK ENSURE PROPER FOUINDATION UNDER EXISTING PORCH. AS REQUIRED, SHORE EXISTING STRUCTURE ABOVE, AND PROVIDE NEW 8"x16" GONG. FOUNDATION TO 36" BELOW GRADE EXISTING PORCH FLOOR STRUCTURE TO REMAIN. UPGRADE AS REQUIRIED Y4/TR. WD. FRAMING, ANCHORED SECURELY TO MASONRY FOUNDATION UJ Y AND EXISTING/NEW PIERS w 12" DIAMETER GONG. PIER (� �'`'' o tiA �p FOUNDATION TO 36" BELOW GRADE Umrn 0 cam' ib/A �,1 ' D >UJ - �- r---- --------- - (2 2x8 TR W4ZLwu Lu - -----�--- =- -_----�---_-- 7 Z I I _2x8®I6" TR. WD. m _ I EXISTING CONCRETE FOUNDATION WALL a AND ALL STRUCTURE ABOVE TO REMAIN w NEW 16"x8" CONCRETE FOOTING W/8" N i CONCRETE BLOCK WALLS FROM SURFACE til);4i 5581i UJ NEW 6" PVG WASTE LINE 5 OF EXISTING CRAWL SPACE TO BELOW CONNECTED TO NEW GfiZA�WL 5i�,4G� d I SURFACE OF CRAWL SPACE FLOOR SANITARY 5Y5TEM 0 GONG. PAD FOUNDATI N CRAM 5FACE � � I NEW WOOD STAIRS FROM BA5EMENT TO CRAWL 5FACE BELOW GRADE \ V FIRST FLOOR. REMOVE FLOOR ABOVE AS EXISTING SLAB TO REMAIN 4'-2" II'-Q" � REQUIRED, AND FRAME FINISH WALLS 5'-0" 2x4®I6" WALLS WINSULATION ' (3)2x8 TR. WD. __------ PANELING ON ONE SIDE r V r --- - ------------- ------------ I ` I I L� I r-r-T-T- rup ® 5/D LI J I r-r-r T- I I I I I I I I Z EC UP GAS FIRED I N I I i I I I I : ROOM GAS FIREDI .<;:FURNACE I I I I I i I FURNACE 11.1 1 i (x v J `* ' ,' E STXT INC BEAM TO REM IN ' 2x6®I6" TR. WD., I I �� • 1 I �� I EXI5TING BEAM L-------------- - < < HALL � 1 EXISTINGIWOOD 11 / HOT i c i •_0 STING SLAB I FRAMED EGK ; _ Lu w ` I REMOVE PORTION EXISTING GONG. TO MAIN HOT - -__ I I ABOVE T� REMAIN I I _ Q �\ WATE i x NEW GONG. STEPS BETWEEN LEVEL WATE - - - M 3: Z I 36x80 I c I I J L) 1 1 0 �IIY I I - i (3)2x8 TR. WD. GR,4WL Si�,4GE � � � j L J II NIS II UP I i LEVEL EXISTING SAND AND PROVIDE 2" UP D O 4' Gf2,�WL SPG �� `� z i THK. CONCRETE 5LA5 OVER SURFACE 11 I � � I r rr I � INSULATION PROL IDE 50 5PRA( FOAM RE LOOK 3-O D G R I I 1 90 G B IN SH 5. ----- I i ---- - ------------ ---- I a i TILE I IS EXISTING ENCLOSED POR H ABOVE TO REMAIN ON,/ �trl XISTING FOUNDATION 06 Z O ID x4®16" FRAMING OVERco Q C i �Y/` C, o E IS IN O O A IO / ` -W1�- -- I I J • p BMW cl EW 6x6 TR. WD. Li I I RETAINING WALL W J � .`�' i ---- i ::; i i O ID D. GE LIl'IG N SEE DETAIL 2-2 I 1'-6" i I I I W• v ui o FAM I LY I I 6 8u I I <: ': I I W• a N in C 2 rvi � Q to ROOM � I ;;; I I _ I I EXISTING FRAMING ABOVE 1 1 I I I >> I I TO REMAIN. INSPECT FOR DOOR. INFILL. /G N . U �, -------i _ I : : I i + ' DETERIORATION AND -------� ADVISE ARCHITECT I 1 I I 1 I SHORE HOUSE. N N FOR' 10 F XI TI G F U A I N I — ` PROVIDE 8'THK CON FOUNDATIONS FOR STAIRS, I i ------------ -------; W/8"x16" FOOTINGS W/ 5#4 I �-------------- I I- REBARS CONT 5'-0" BELOW �".� GRADE MINIMUM TYP -------, ----------� r----- � CX15 C 15 CX15 .t 1 :: I EQUAL i I----6T-� ----I Xl IEQUAL _ NEVV!o� AV IL sit - 1 X A Lt5mS PEMM El" OT E LEC�� C IN—% L 1 ------------I N_ SCALE: 1/4" = 1' -0" :�< I ; _ � 1 �` 8- :.. _ I ELECTRICAL LEGEND = - 77 -----------I I I I / 1------------I � olII� 1 PER SPECIFICATIONS ON EXPOSED PROJECT DUPLEX RECEPTACLE OUTLIET SURFACE MOUNTED SPOT LIGHT I I I ':; I Nom• PROVIDE CULTURED BRICK PAGING 220V RECEPTACLE OUTLET SWITCH I I \ \ PORTIONS FOUNDATION WALL, THI5 1703 QUADRAPLEX RECEPTACLE OUTLET DOOR SWITCH 1 I t I N'\ v`,\ END OF HOUSE. DRIVEWAY DRAWN BY: SWITCH DIMMER NEW TERRACE STONE PAVERS HALF HOT RECEPTACLE OUTLET I A` I a `� ' ' `` WATER PROOF RECEPTACLE OUTLET ® TELEPHONE i s• ��\' . ��\ NEW 6x6 TR. WD. RETAINING ON 4" THK GONG SLAB W/ 6X6 TS GROUND FAULT INTERRUPTOR OUTLET 0 TELEVISION4�.. `� WALL SEE DETAIL 2-2 5/17 SMOKE DETECTOR \\\ PAT MM TYPICAL PAVING CHECKED BY: HIGH HAT FIXTURE r i PATTERN AS SHOWN G/ CARBON MONOXIDE DETECTOR I` i kv HIGH HAT FIXTURE LOW VOl-TA6E N ` f `_<: OVIDE 8 THK GONG DATE: 9/7/17 :: . i i 5" THK FOR STAIRS, SCALE' DIRECTIONAL HIGH HAT X SURFACE MOUNTED CEILING FAN \\� \\\�`�i � �� `� � \\N"\ W/8"X16" FOOTINGS W/ 3#4 ' �- SURFACE MOUNTED GEILIN(9 FIXTURE `. �� REBARS CONT, 3'-0" BELOW 1/4 = 1 - 0'� ® SURFACE MOUNTED LOW VOLTAGE SPOT f UNDER CABINET STRIP HALOGEN FIXTURE \`, �. % ; % ; �`\ \�. GRADE MINIMUM TYP SHEET TITLE: SURFACE MOUNTED WALL FIXTURE T SURFACE MOUNTED LIGHTING TRACK >, \� `�\ " \\\ i EXTERIOR WALL MOUNTED FLOOD LIGHT N , \ ® AUDIO SPEAKER EXHAUST FAN __ `�: , ` ' "" •�� U�''_ \�N i/ \/\ \,�� NEW TERRACE STONE PF?;6RRAGE STONE PAVERS BASEMENT �N N :; �` ON 4" THK GONG SLAB dW 6Xe7HK GONG SLAB W/ 6X6 \\N`.Y?" ::.��`� ; %� ; i \�; '>- \�� 10/10 MM TYPICAL PAi�I,KIO MM TYPICAL PAVING PLAN PATTERN AS SHOWN PATTERN AS SHOWN NN ISO N B Am S E M E N T ELA 1p\ml `; SHEET NO: SCALE: 1/4" = l' -O" b i 367 sf improved Interior DRIVEWAY BID & PERMIT SET REVISIONS IY2V17 EXISTING DECK REMOVE EXISTING VINYL SIDING 4 ANY EXISTING SIDING BELOW. PATCH SHEATHING GUT EXISTING BATH FINISHES w/PLYWD OF SAME THICKNESS. PROVIDE COMPLETE. PROVIDE NEW TILE CEDAR SHINGLE SIDING ON 30# BLDG. PAPER FLOOR ON WONDERBOARD. SEE GUT EXISTING BATH FINISHES INTERIOR ELEVATIONS COMPLETE. PROVIDE NEW TILE 0 REMOVE EXISTING WINDOWS, DOORS, FLOOR FLOOR ON WBO ONDERARD. SEE NEW DECK AT GRADE wG INTERIOR ELEVATIONS /MAHOANY I/ AND FINISHES, COMPLETE FROM ENCLOSED DECKING, AND OPEN SHOWO ER ENCLOSURE � �. PORCH. PROVIDE CASING FOR EXISTING 7'-6" 6'-7" 7-`1�28_2�� 6'-�2" w/4x4 POSTS 4 Ixb T4G V-GROOVE POSTS 4 BEAMS, NEW T4C CEILING 4CEDAR PANELING AND BENCH W GUT EXISTING BEDROOM AND MAHOGANY DECKING ON EXISTING FRAMNG Uj Z RE-FRAME AS NEW BATH. GUT THIS AREA, COMPLETE. PROVIDE 0 PROVIDE TILE FLOOR ON Y2" 8° NEW FRAMED LAYOUT, INSULATION, WONDERBOARD SUBSTRATE PLUMBING, HVAC, ELECTRIC AND ALL IV� YI��'��(0 HOSE FINISHES W BIBB W C13 C13 CX 4 I �� p ----- ---------- C 15 C3 C 15 O PROVIDE INSULATION AND ')�1 FINISHES IN CLOSET - I U I II o x�' rU ST I PROVIDE NEW GYP. BD. t O � I I I I OR 5H R T }��p #Q• BATTENS ON THIS WALL �= MASTER ExlsTl wLLS, FILING — — —————— ———— —— ———— —— = GUST TO 1 LET GUST -_ _ 1 bench W o BATH AND F OORITO MAIN BEDROOM #I BEDROOM #2 - (' a I I j EXISTINGWALLS, CEILINGFf i Irn a01/DW EW PLY b. — —LIN. NEVq 45<6 CSOL _AR _ — i EXIS INS GLC., GYP. D. �`�� AND FLOOR TO REMAIN sTi l i i� M� I , 1 - RE VE CHIMNEY N �i i SECURELY TO ROOF RAFTERS. I BA N5 WALLS 4 FL OR TO I LA , GO LETS. W N N - � INSUIaATION, TRIM 7'-b" TO BOTTOM BEAMS I MOVE PORTIO EXIST ,4LL - - - I _ EGT NEW HVAC a LIN. I I I REM IN, PATCHED AS FLOOR. PROVIDE NEW ;WOOD - TH M TO NEW Z �� __ i i REQUIRED AT NEW WI DOWS FSS �\` 5� STAIRS TO BASE II LOOR MIKE'S GL. 2<' L - -- I twin twin _ I N ,'� BASEMENT— II EXIST O D O II G NT o � - i ,� /GYP. BD. WALL �\\� I I------� I / UT ROOM. INSULATE � `�� i i ii _ I L__\ `L EXIST PROVIDE NEW m II queen BROOMS 11 3'-.6" \ 6'-I' R Nff004 N G ; "x36° FLAT 11111611 INISHES r-1 i r� �- --' DN I GAEL I " LJ I W� UP I i5--0/2" - ' - - �_J OW I -_J 0 1 I ueen II '' I I I , LJ I EXISTING WOOD FR,4MED ,;� i UP11 I -4- 13 DECK TO REMAIN. 4 I MARY'S GL. s: REPLACE EXISTING ----- --- --------- , I VELU� - c41II '`'Xw '£ ------ DECKING w/NEW Ix4 MA5 GL' --------- c�/2 E G04 �2 HOSE MAHOGANY DECKING --- -- PROVIDE NEW O ARTER ROUND BASE I VP - ::x:: :•i 'ST,��IR HALL 5� I '' �' ��o UP __ J BIBB , I � J i I �ORGH o v I GUT NEW WALL OPENING. R/F _-� YQALLS FLR. TO REMAIN i UST = �I PROVIDE NEW STAIRS FROM I p ��Ruu�i LANDING TO BACK HALL , 4y2" �� GA EDRAL LG. > I z i Q Q <1 TGHEN w EXISTING MANTLE AND BRICK 4x4xV4" STL. COLUMNS i i z & CL G04 o I Q I HEARTH TO REMAIN J I ___ FINISHES, FLOOR AND T46 GLC. 1 BED ROOM `� BOV I o -- WOOD FLR. TO REMAIN �� ---J I --'-- 1 LIVING ROOM REMOVE REPLACE EXISTING BEAM � � NEW OD FL OR I I -I I I GUT ROOM. RAI E CEILING TO 8, ____________ I z I , „ I THIS ROOM ONL PROVIDE NEW I CASED OPENING _ I2 r------------------------ �' " 1 i 2x6@ 16" G.J., INSULATION, T4G I �7UET i�`� twin twin i EXISTING FLOOR, WALLS AND x i �, I CEILING TO REMAIN PATCHED I I r CEILING, AND N W GYP. BD. B �RO u tt a BATTEN WALLS, /TRIM PER SPEG5 i = I AS REQUIRED. REMOVE CHAIR I _ REMOVE EXISTING BEARING = m "I ' I t------ EXISTING AALL5, C�.EILII�G -I I 2-I I 2 I 2-II 2-I I �y 1 p RAIL AND SHELVING O ---1� (4)7-I/ L w/(3 L---- u WALL $ REPLACE w/NEW ---- --- — ----- PROVIDE BATT INSULATION AND FLOOR T R MAIN I 0 I I -� --�- I FLUSH BEAM O N E—�— SLOPED CEILING queen X I i NEW 2xb®I b" G.J. a 8'-O" I i �� i i I - tl_ % i`\ 4x4xY4" 6" — I I �, cp I I I d1 t=�= STL.COLUMN ABOVE FLOOR I � — — — — I I L r-I I I DW x i 4'-2" 15LAN5---- I i 08 Z- I 1 � I I `j dJ _ 00 ` I (n Q ------ ------ ----•-------------- +� O SIP CX1 CX 14 ' 11 ' WINDOW SEAT _ �_ _ — — — —-— — -j o --------------- N 11 - ILI VERIFY 51ZE OF EXISTING W bxb TR. YVD. CN1 5 C 145 CN1 5 CN 45 C'N145 N145 I I FLUSH HEADER ABOVE RETAINING WALL W -�• w Z w I IIOU SEE DETAIL 2-2 a z a \\DE 11 OW• � � � o REMOVE EXISTING WINDOW SEAT. PROVIDE ��` DINING ROOM w w 8'-O" 10'-i I" NEW, WIDER. SEAT w/PAINTED PLYWD. SEAT �` FRONT \ EXISTING CEILING, WINDOW $ ~ � READY FOR CUSHION. PROVIDE TbG FRONT FADE, TO MATCH EXISTING I PORCH WALLS TO REMAIN, PATCHED. � � N CUT WELL INTO EXISTING ROOF REMOVE EXISTING DECKING ON FRAMING. PROVIDE PLYWD. DECKING, UNDERLAYMENT 4 LEAD COATED PORCH 4 V}ECK. PROVIDE NEW REMOVE EXISTING FLOOR. �GOPPER ROOFING, PITCHED TO EDGE MAHOGANY DECKING _ PROVIDE NEW DOUG FIR FLOORING TO MATCH n NEW TERRACE STONE PAVERS ---------------- w 1PROVIDE NEW SLOPED ROOF ON EXISTING ON 4" THK GONG SLAB W/ 6X6 IPORCH, Y4/2x& R.R., 5/4" PLYWD. DECKING ——— — — _ __ __ _ _____ _ _ _ __ _ ,AND ALUMINUM ROOFING PER SPEC'S '10/10 WWM NPI GAL PAVING _ PATTERN ^5 SHOWN NQ EXIST EXIST EXIST EXIST EXIST EXIST �" O NLV✓ ;� %,� — } �. ICN `GAF^ o�, •z, C�M1 �n/� ROOF (TYP.) REMOVE EXISTING ASPHALT - PLACE EXISTING RAILING w/NEW r , ,.: ,r^ N „ ;I I'' 'I �'I 7A: ' EQUAL _ 6 7 EQUAL OOD RAILING TO MATCH EXISTING SHINGLE ROOFING. EXAMINE LATH BELOW, AND " ' " (LING SEE SPEG5 I (� REPAIR AS REQUIRE. PROVIDE NEW FLASHING EDGING ON GOING SLAB TYP * -` 2 x72 x2 THK 5T0 AND WOOD SHINGLE ROOFING, COMPLETE RAILING SEE SPECS NEW 6x6 TR. WD. RETAINING WALL SEE EDGING ON GONG B TYP DETAIL 2-2 `�T� r -% mu G�'�� S E COO IN F L 0 0 F Ph L UP Sty?o STAIRSi 2" THK BLUEDTONE TREADS II PROJECT NO: ON 3/4 MORTAR SETTING BED ON 4 1703 THK CONCRETE SLAB WITH 6x6 10/10 SCALE: 1/4" = 1' -O" MM REINFORCING - PROVIDE I" THK DRAWN BY: 1,217 sf Interior gross �6,, OF STAOIRCASE O RAILING SEEDSPD S TS CHECKED BY: NEW TERRACE STONE PAVERS ON 4" THK GONG SLAB W/ 6X6 DATE: 10/10 MM TYPICAL PAVING 9/7/17 S, PATTERN A5 SHOWN b SCALE: 1/4v' = 1' - 0" 555 sf porches SHEET TITLE: FIRST L L. �P -,. „ _ , �6'' ,6i 1st & 2nd SCALE. 1/4 - 1 -0 FLOOR 1,562 sf Interior gross PLANS 1,200 sf Interior without gutting \ g g /� � NEW TERRACE STONE PAVERS 562 sf Interior to gut UP > ON 4” THK GONG SLAB W/ 6X6 RAILING SEE SPECS \ A�% i 10/10 MM TYPICAL PAVING SHEET NO: �0 PATTERN AS SHOWN " " " \' \/ DRIVEWAY Pill HK STONE / EDGING ON GONG SLAB TYP BID PERMIT SET REMOVE PORTION OF EXISTING MASONRY CHIMNEY TO ROOF LINE. RE-BUILD w/FLUE TILE TO FIREPLACE, w/THRU 4 COUNTER FLASHING. PROVIDE BLUESTONE TABLE REMOVE EXISTING ROOF SHINGLES AND ANY ADDITIONAL LAYER DOWN TO LATH. EVALUATE CONDITION AND ADVISE ARCHITECT ON NEED FOR REPLACEMENT. PROVIDE FLASHING 4 CEDAR ROOT PVG SHUTTERS PER SPECIFICATIONS, FIXED SHINGLES PER SPECIFICATION — NEW OPERABLE SKYLIGHT PER FLOOR PLANS PERMANENTLY OVER CA51NG5. VERIFY WIDTH OF SHUTTERS AT Y� WIDTH OF WINDOW SASH REMOVE EXISTING RAKE 4 FASCIA, I BOARDS. OVER SHINGLE 51DING, PROVIDETRIM BOARD I I C, w/2-3/4" VER5ATEX I I TRIM #VERIROI I REMOVE EXISTING WINDOWS AND REPLACE Ix8 PV w/NEW VINYL GLAD WINDOW5 w/INSULATING GLASS. PROVIDE 1/4"x4" PVC CASING, AND 2" I THK. PVC SILL REMOVE EXISTING ALUMINUM SIDING AND ANY I O . I EXISTING SHINGLES, DOWN TO SHEATHING. REPAIR DAMAGED AREAS. PROVIDE 30# I EXISTING BRICK CHIMNEY TO BE I BLDG. PAPER AND RED CEDAR 5HIN6LE5 REMOVED. INFILL FINISHES PER SPECIFICATIONS, w/6 EXPOSED IZ W I EXISTING PORCH TO REMAIN, STRIF'PED OF illi EXISTING PORCH ROOF RE-FRAMED EXISTING FINISHES. PROVIDE NEW 'PVC I� \ I I I TO LOWER PITCH, TO ALLOW CASING OF COLUMNS 4 BEAMS, NEA GE I L I NG, AND SCREEN/STORM PANELS PER aPEGS I I i Z _ SECOND FLOOR WINDOWS. REMOVE EXISTING WIN1;)OW5/DOOR5, AND EXISTING Ww/ INDOWS TO REMAIN NEW `J�X14 CX14' I I i `1X14 X13 �G13 RE-CASE COLUMNS w/P1(G W STORM UNITS, PVC CASINGS 4 SILLP Ill/\�� , � 12 o I I I 2-1/2 SECOND FLOOR -- — - - - -- — —————— - -- - - - - - -- - - - -- --- I — I -- -- _- - - - —— —— - ---SECOND FLOOR— U — — — —— — — —— — ——— 71 r I I 0101❑❑❑ - 00000 0000❑ V \11b ❑0001❑ ImElElElEll 10000❑ ., I `C�W14 CW ' Curio,' I w V I G13 EXIST EXIST EXIST ,1� , I € 5HOWER ENCLOSURE FRAMED �aN135 N _ w/2x4 CEDAR w/Ixb T46, j. �CX15 LuO I c(1 tr V-GROOVE CEDAR PANELING PROVIDE BLOCKING FOR Ixl LATTICE Y4/TOP GAP SHINGLE FLARE ATt — : d I ---- PERIMETER (TYP) IPE DECK FRAMED w/TR. WD. Q FIR5T FLOOR _ __ - -- — — - - -- - FIRST FLOOR -- -- - -- - -� — — - - - - -- - - - -- - - - - - -- - — - - - -- — --- NEW ROOF COVERING AT - --- - - - - - -- -- - - - - -- -- - - - - - - I — I - -- - I ---- -- - - - - -- - - - -- -- -- -- --- -- - - - uJ DOOR, P4/4x4 ANGLED - BRACKET SUPPORTS Q Z REMOVE EXISTING ALUMINUM SIDING AND ANY EXISTING 5HINGLE5, DOWN TO 5HEATHIN6. 10 REPAIR DAMAGED AREAS. PROVIDE 30# CULTURED STONE - H ELttvA- i im BLDG. PAPER AND RED CEDAR SHINGLE5 SCALE: 1/4 - 1 -0 PER SPECIFICATIONS, 4/6" EXPOSED FACING ON GONG. EAST ELEVATION- 5A5EMENT FLOOR SCALE: 1/4" = V -0" ` REMOVE PORTION OF EXISTING MASONRY CHIMNEY TO ROOF LINE. RE-BUILD w/FLUE REMOVE EXISTING ROOF SHINGLES AND ANY TILE TO FIREPLACE, w/THRU 4 COUNTERFLASHING. PROVIDE 5LUE5TONE TABLE 08 Z- ADDITIONAL LAYER DONIN TO LATH. EVALUATE CONDITION AN1D ADVISE cr) <. " c. ARCHITECT ON NEED FOR: REPLACEMENT. a Y PROVIDE FLASHING 4 G 1DAR ROOF J �• o � SHINGLES PER SPECIFICATION F o 0 W J E w z w 1 I I ~ Q Z 1L tj i i W. ? of I I CC Q Lo 0 C W' N = REMOVE PORTION EXISTING ROOF i ~ FRAMING TO ACCOMMODATE NEW 1 Q F—• v WINDOW. PROVIDE WINDOW WELL PITCHED FOR DRAINAGE, Y4/L.G.G. ROOFING 4 FLASHING I I . I I I € , � , EXISTING PORCH TO REMAIN. PROVIDE EXISTING PORCH ROOF RE-FRAMED NEW ROOF RAFTERS AT HIGHER PITCH, OF fd TO HIGHER PITCH € ` X14 CX14' ` X14 CX1 ' `,CX14 CX14,' `, BELOW SILL OF NEW WINDOWS. PROVIDE 5�fps C. Sq4' p� I 30# BLDG. PAPER AND ALUMINUM 4 I �CX14 CX14, CX14 CX14, ROOFING PER SPECS. �� G \` '/ ®r, g ——SECOND FLOOR —— G'in 18350- —— — — — — — —— —— —— — REMOVE EXISTING WINDOWS/DOOR FROM ---- PORCH. CASE PORCH PROJECT NO: P05T5/BEAMS PER PLANS 1703 11E DRAWN BY: REMOVE EXISTING DECKING EXIST EXIST EXIST EXIST EXIST EXIST AND PROVIDE NEW IPE 3;, TW28410 TW28410 j][] 20 10 DHP410410 2041 TW2 51(" DHP42410 2041 TS DECKING ON EXISTING �� i �� i �� i11E .;' CHECKED BY: FRAMING BELOW � Q DATE: 9/7/17 ——FIR5T FLOOR - ---- -- - --- - - -- -- - - ---- SCALE: — 1/4" = 1' - 0" NEW TREATED WOOD SHEET TITLE: RETAINING WALL PER SITE ,� `� NEW ROOF COVERING AT PLAN. PROVIDE DEAD MEN 4 , - DOOR, vi/4x4 ANGLED ANCHORS AS REQ'D REMOVE EXISTING WINDONVS/DOOR �, �\ BRACKET SUPPORTS WEST FROM PORCH. CASE PORCH 0 U T H Em L E VA T 10 `�CX 15 CX 15 CX 15,' P05T5/BEAM5 PER PLANS, ELEVATIONS SCALE: 1/4" - 1' -0" �' o SCALE: 1/4" = 1' -0" REMOVE EXISTING STAIRS. PROVIDE NEW TR. -rl- WD. FRAMED STAIRS WIFE TREADS, PVC -- RISERS 4 STRINGER COVERS, AND RAILING PER SPECIFICATIONS13 -- -- - - -- ---- - - - I — SLAB +24_4' —_ SHEET NO: REMOVE EXISTING GARAGE DOORS 4 TRACK. PROVIDE NEW WINDOW UNIT AND MASONRY INFILL OF OPENING w/CULTURED BRICK FINI BID PERMIT SET I� EXISTING OPEN BEAM EXISTING STAIR RAILING TO 4 -I CEILING TO REMAIN. REMAIN. REINFORCE TOP REPLACE EXISTING TILE FLOOR PATCH AS REa'D. PAINT NEWEL POST, PREP 4 PAINT I'-6" w/WONDERBOARD SUBSTRATE 4 MIRROR BY NEW CERAMIC, TILE w/THRESHOLD OWNER - BEADED COVE IL H MOLDING Ix4 FLAT GAS I NG 00 — GYP. BD. Y2" MRI V-BEADED U WA I N5COTT 1 NG w/TOP v GAP AND COVE, IUJ - TYPICAL BASE w/CAP O©KCASE It_TINH Iz RAIL. _ pPATCH P N L ICA �a'D Q 24 TOWEL BAR- UJ 2 Di , W 22"d. x 25"w. VANITY �n Z ,— PURCHASE BY OWNER i NEA Ix 6AD. BA5E ---\ m 4j_ I N I I k �l I E7 \ i � � W Ix4 WD. BASE1. r NX Q L O ELEVATION ELEVATION ELEVATION L7 '- 1 2 3 L _1 It-14— L%I L EX 15T I NG FIREPLACE TO REMAIN, vi/ALL0 EX 15T I NG FINISHES. PREP $ PAINT NE OF NEW BASEMEN L LI T STAIRS SCALE: 1l2"=1'-0" I— '�_l UJ Z L � O BEADED COVE MOLDING 0' I 1 -4y2 ole _ � PROVIDE MIRROR ADHERED TO Y2" MRI V-BEADED FULL HEIGHT CERAMIC TILE ON CEMENTI OU5 Q 4Y2 WALL w/Ix4 PAINTED WD. PANELING w/Ix4 PAINTED WD. BASE BACKER BOARD. PROVIDE 12"x18" 51-011 51-011 5 1_O CA51 NG I NGLUD I NG STOOL NICHE I N TILE PATTERN, w/STONE �- —� U) SHELF I JAMBS L z � L FRAMELESS SHOWER -- - - _---- -. ENCLOSURE. HARDWARE _ L SELECTION BY OWNER — L — — — — — — - - - - PROV I DE CUSTOM SHOWER _JHL BASE W/ CERAM I G TILE FINISH. PROVIDE SLAB STONE SILLS AND JAMBS. _ Y2" MRI \/-BEADED FULL 0 O HEIGHT PANELING PN/Ix4 06 Z• I GHEPAINTED ND. BASE — � - 570NE SILL t- cn Q• 0,M 2-7 vc x 36"h. CONSOLE — — — JAMBS J g• , a o M _ - SINK BY OWNER o } W —�• w z 3 NINS CABINET BY OWNER I I = Luo 0 � j � C < cm X I I C W• N tZj n co cn GRA IG �TIILEFLOOR 4 ELEVATION 5 ELEVATION 6 ELEVATION I 1ENTJLOLJS 9-- B 12" DEEP UPPER GAB I NETS I G ER \ w/RECE55ED FLAT PANEL PAINTED po F R[ DOORS 4 ADJ. SHELVES �� w y �P 21_4 21_411 21_4 L R . B 'I L"i M,W'l/"L A U H 'yff \V- // \\ // \\ // \\ _ IHL BEADED COVE MOLDING SCALE: 1/2"=1'-0" - 1703 / \ O . TCS PAINTED GYP. BD. SV 9/7/17 NOTES: \ \ / uTiLirr � SEE PLUMBING, ELECTR I G, CERAMIC, SINK D TILE, AND INTERIOR FINISHES SECTIONS \\ // Ix4 BASE TRIM 1 st F L R N SPECIFICATIONS FOR MATERIALS OTHER INFORMATION \ / BATHS ELEVATION ELEVATION ELEVATION BIDDING AND PERMIT SET 00, 5 i-O" CERAMIC TILE FLOOR ON CEMENTIOU5 BACKER BOARD - 1'-4" 21411 1'-4" LIGHT SCONCE MIRROR BY LL OWNER :111E GYP. BD. NICHE L) F77 _ 4 22"d. x 60"w. VANITY � � � � PURCHASE BY OWNER LV 10UJ m 13 11 _- � o ' -M 10 ELEVATION 11 ELEVATION � � m � V H Z PROVIDE CUSTOM SHOWER BASE W/ Lu 0 CERAMIC TILE FINISH. PROVIDE - -------- ---- BEADED COVE MOLDING (L SLAB STONE S ILLS AND JAMBS. � Q FRAMELESS SHOWER ENCLOSURE. / c) HARDWARE SELECTION BY OWNER GYP. BD. Q �EIE 16"x34" RECESSED MED. Z GAB. w/FLAT PANEL CERAMIC TILE ON CEMENTIOUSD �i DOOR (NO MIRROR) BACKER BOARD. PROVIDE 12"x I S" EX 1 STI N MAS�]- �LR BA" TH NICHE IN TILE PATTERN, v4/STONE SHELF $ JAMBS \\ SCALE: 112"=1'-0" \ \ 71 NOTES: 08 Z• co 0 SEE PLUMBING, ELECTRIC, GERAMIG ELEVATION aY TILE, AND INTERIOR FINI5HP-5 SECTIONS 12 13 ELEVATION -j m. g N SPEC I F I GAT I ON5 FOR MATER I AL5 $ w -1• 0 z OTHER INFORMATION ¢ z a ¢ N 00 �y N W• N 2 M U Q �• U � co c• CERAMIC TILE FLOOR ON GEMENTIOUS BACKER BOARD BEADED COVE MOLDING GERAMIG TILE ON ��or- ►vwy GEMENTIOUS BACKERPs c. s r LBOARD. PROVIDE 12X15" 15"x34" RECESSED MED. �oCr �f, 'i NICHE IN TILE PATTERN, GAB. w/FLAT PANEL NICHE w/STONE SHELF $ JAMBS DOOR (NO MIRROR) MIRROR BY OWNER:111E0'83'0 JIM 22"d. x 25 w. VANITY \ e \ - ' PURCHASE BY OWNER NICHE H cp / KUJIII NO: I TAT 1703 ND 22"d. x 25"w. VANITY HECKED BY: � PURCHASE BY OWNER / TCS Y2" MRI V-BEADED FULL / I5"x34" RECESSED MED. \ i HEIGHT PANELING N/1x4 / 917117 GAB. w/FLAT PANEL PAINTED WD. BASE BATHTUB DOOR (NO MIRROR) / 1/2's = 1'-0" 14 ELEVATION 15 EILEVATION 16 ELEVATION ELEVATION znd IFLR . Uutibmo& ] EM" A 7 2nd FLR SCALE: 1/2"=1'-0" BATHS BIDDING AND PERMIT SET W-6. tV twin twin CUSTOM BUILT-IN B BEDS FABRICATED ��PAINTED tVUJ WOOD FR , v0 x2 � m MAHOG Y TRIM CAP = Ix2 FLAT WD. TRIM AT CEILINGO, 0 N ALL SIDES -- - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - jr uiW - I n n I/ "n n 4X6 PAINTED TIMBER COLLAR TIES Z m 1 II II 3y2II II NITERI OR I I I I I I I = WlINDOW SASH I I I I I I _ Ix6 T$G CENTER BEADED WD. A Aft I II II II IIvi PANELING, ALL WALLS, I NGLUD I NG IN W SUNK BEDS m 0 1 1 I x4 WINDOW CA51 NG w/I" STOOL � I I = I I AND APRON TRIM V Ix PAINTED WD. TRIM TY F" I I I I I � I I I I ( P.) >= 20 N LIGHT SCONCE DIRECT W I RED II II II II _� i I I I �� I .I I I - EGE55ED SHELF AREA w/I" THK. LZ MAHOGANY SHELF II II II IIOn I I I I I I I I I I a �KYL I GH I I I I 8 POWER RECEPTAGLE D i I I f4BOVE I I I I I _ Q 1 1 1 1 1 1 1 1 - -�y Ix6 MAHOGANY GAP ON BUNK � I 1 1 I I I I I I 0 is OPENING w cf) II it II II STANDARD TWIN MATTRESS ON MLZ I I I I I I I PLATFORM FRAMED TO LJ U L L-I ACCOMMODATE DRAWERS. PROVIDE 3/4" THK. BED FRAME twin tWln CUSTOM BUILT-IN B BEDS FABRICATED O /4" PAINTED N IN FRA , w/Ix2" m *-R,,-EVATION MAHOG Y TRIM GAP (V 08 z• V/ Q• M 01 r r AIM W J• = Q OLDRUWM #mu SCALE: 1/2"=1'-0" a N 2W• N2 � U OPERABLE SKYLIGHT w/GYP. BD. HVAC REGISTER RETURNS TO GE I L I NG FIN 15H INTERIOR OPERABLE 5A5H y2" GYP. BD. GE I L I NG ��ocr4 w w/CLEAR GLASS AND GAS I NG TO MATCH WINDOWS � ® ® ® 4x6 COLLAR TIES, PAINTED ;�' � '` "t, rU Ix6 T$6 CENTER BEADED WD. PANELING, ALL WALLS, I NGLUD I NG IN STFREID _ BUNK BEDS O � 1703 TCS REU5ENHECKED BY: EX I STI N `� 1' Ix6 MAHOGANY GAP ON BUNK DOOR `p r OPENING 9/7/17 2'-0" DEEP DRAWERS w/FLAT 112" = 1'-0" RECESSED PANEL FRONTS $ BRASS LET TITLE: cy - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - HARDWARE PER OWNER. PROVIDE 0 0 0 o METAL GLIDES ,_ 11a BUNKS 2 0 19 ELEVATION 20 ELEVATION BIDDING AND PERMIT SET UJ ' O LLJ W Z C/) W LLJ 5 it 0 5/17 SID V I I �-- A. 11 I I U GUEST U BELi DROOM #2 H- 1`1 � GU—�5-r � � /' EXIST'G ---- \`\ i 42I Lu z #L(• / — — — — i /� GUEST EXIST'G ` EXIST'G � / i i ` I I EDROOM 1#1 a D WE --L�-- , �,`` - uj EXIST'G i I� O \�\ ii �� electricTO L.1111 H Q \1 DN I i 11\ 11 \�� 5/17 DN - A Y c - Z TF1 P r-------i \ I \ 1 \ f RE-Ii�SED SCONCE 1 -�L-- XIT'G `��--------------- 1 i i i ` UP it O O J L 1 S- --- IGO I I --- ''� --� I \ �GUSTI O 1 K I TGHEN \/ 11 `\ L-------J I f ------------ L11�ING ROOM 11 1 06 Z. OGU S�I \\� 1 `� I I � � II N Q• � v MASTIES BEPR OM #5 I I ( \ o I BEDR OM �—r " O 0 ;; a I W J• V Z 3 x I I I I w Z J I ~ a i I x J f 1 = W• wLLJ CD \ I I I I DW I I a N t7 m I W. w x e+> a L---- I V i ' - - �� '' J I Q I--• v ` -------------------- - - - - - - - - - -=