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41981-Z
��o�S�FF�IKCOG Town of Southold 4/24/2019 m y� P.O.Box 1179 a - �' 53095 Main Rd ®'yo� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40341 Date: 4/23/2019 THIS CERTIFIES that the building ALTERATION Location of Property: 856 Narrow River Rd, Orient SCTM#: 473889 See/Block/Lot: 27.4-9.6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/31/2017 pursuant to which Building Permit No. 41981 dated 9/20/2017 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: EXISTING BARN CONVERTED TO NON-SLEEPING POOL HOUSE WITH HALF BATHROOM, LOFT FOR STORAGE ONLY ENTRY OVERHANG AND TWO-CAR GARAGE-WITH STORAGE ABOVE,AS APPLIED FOR c The certificate is issued to Madigan,Richard&Scheherazade of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0048 10-25-2018 ELECTRICAL CERTIFICATE NO. 41981 03-20-2019 PLUMBERS CERTIFICATION DATED 04-17-2019 attituck Plumbing&Heating utho d Signature i o�suF of taco TOWN OF SOUTHOL!D , BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON 11 PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41981 Date: 9/20/2017 i Permission is hereby granted to: Madigan, Richard & Scheherazade 255 W 90th St Apt 8C New York, NY 10024 To: construct additions and alterations (non-substantial improvement) to existing accessory building as applied for per SCHD & Trustee approvals with flood permit. At premises located at: 856 Narrow River Rd, Orient SCTM # 473889 Sec/Block/Lot# 27.-4-9.6 Pursuant to application dated 8/31/2017 and approved by the Building Inspector. i To expire on 3/22/2019. i Fees: I ACCESSORY $330.40 Flood Permit $100.00 CO -ACCESSORY BUILDING $50.00 Total: $480.40 I Rb Building nspector Forth 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. Con niercial 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. August 30, 2017 New Construction: Old or Pre-existing Building: (check one) Location of Property: 856 Narrow River Road Orient House No. Street Hamlet Owner or Owners of Property: Richard and Scheherazade Madigan Suffolk County Tax Map No 1000, Section 27 Block 04 Lot 9.6 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ e,( pp ant Signature oF sovey®� Town Hall Annex ,yam Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 • a® roper.richert(a_�town.southold.ny.us �ycou ,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Madigan Address: 856 Narrow River Rd City: Orient St: New York Zip: 11957 Building Permit#: 41981 Section 27 Block 4 Lot- 9.6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA. Modern Electric East License No: 4253-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 200a Heat Duplec Recpt 28 Ceiling Fixtures 15 HID Fixtures Service 3 ph Hot Water elec GFCI Recpt 2 Wall Fixtures 12 Smoke Detectors Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures 3 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliancesdw Dryer Recpt Emergency Fixtures Time Clocks Disconnect 200a Switches 23 Twist Lock Exit Fixtures TVSS Other Equipment* "BARN" 24-track light heads, 4-paddle!fans, 2-landscape lights, 3-ARC fault circuit breakers,5-combination GFCI?ARC fault circuit breakers Notes: Inspector Signature: Date: March 20 2019 81-Cert Electrical Compliance Form.xls I Telephone(631), )2 . Pax(MIM 7fi�- P.O.Box 1179 Southold,NY 11971-0959 Y ® � BUII�DING TJEPA]�I'MENT � � n TOWN OF SOUTHOM i V APR -1 7 2019 LA. CERTIFICATION TOWN OF SOUTjUI QLD Date: ! ff Building Permit No, q Owner: MXEN16/ 1 , (Please print) Plumber: (Please print) I certify that the solder used,in the water supply system contains less than2/10 c lead, lumbers ur, Sworn to before me this 2�0 'li k day of MCU-6\ , 20�_ CHELSEA L. CHALONE Notary Public, State of New York Registration #01CH6287106 QualifiedIIn Suffolk County Commission Expires•Aug.5,20 Notary Public, V �l-f County I Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY r 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. Conunercial 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. August 30, 2017 New Construction: Old or Pre-existing Building: (check one) Location of Property: 856 Narrow River Road Orient House No. Street Hamlet Owner or Owners of Property: Richard and Scheherazade Madigan Suffolk County Tax Map No 1000,Section 27 Block ! 04 Lot 9.6 Subdivision Filed Map, Lot: Permit No. �Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ -} pp ant Signature i couo 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION M FOUNDATION 1ST [ ROUGH PLBG. [ ],F6UNDATION 2ND [ ] INSULATION ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E CTRICAL (FINAL) REMARKS: ✓ YIaiM1,5 p /a/ VAR/ IV 1Eti VL 4 DATE INSPECTOR SOUTyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION --- --------- -------------- -------------------- [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: -����. r INSPECTOR �` 61!;tE��� DATE ` OF SOUIy�� * $ TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT'CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATEINSPECTOR � so ulyO6 # # TOWN OF SOUTHOLD BUILDING DEPT. couffm 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEG. [ ] FOUNDATION 2ND [ ] I WLATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY`INSPECTION [ ] FIRE RESISTANT CONSTRUCTION" [_j_FIRE FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: t R oh- Loa, DATE 3 INSPECTOR i D � U.S. DEPARTMENT OF HOMELAND SECURITY APA 1 7 2019 OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date:November 30,2018 National Flood Insurance Program ELEVATION ; Important:Follow the i uctions on pages 1-9 Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)budding owner SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al Budden Owner's Name Policy Number, �r� .8- Sc,h£.�►+2-f 9 Z�ic�E= /�r4�� ' ,n F j A2. Budding Street Address(including Apt.,Unit,Suite,and/or Bldg Nol or P O Route and Company NAIC Number. Box No J J f/•J:,., g f v f r X aG City tate ZIP Code Q r le>1 - /W",/ O r k i+ ciS"7 A3 Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc) L7 9.6. A4 Building Use(e g,Residential,Non-Residential Addition,Accessory,etc) SSaT f A5 Latitude/Longitude Lat �/�O 7 o Long 7t 17��Z.3 �� Horizontal Datum. ❑ NAD 1927 ❑NAD 1983 i A6 Attach at least 2 photographs of the budding if the Certificate is being used to obtain flood insurance A7 Building Diagram Number 1 A8. For a building with a crawlspace or enclosure(s) a) Square footage of crawlspace or enclosure(s) r3./t sq b) Number of permanent flood openings in the crawlspace or enclosure(s)within 10 foot above adjacent grade /� °► c) Total net area of flood openings in A8 b sq in d) Engineered flood openings? ❑Yes YNo A9.For a budding with an attached garage- a) Square footage of attached garage (y sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade U j c) Total net area of flood openings in A9 b p sq in d) Engineered flood openings? ❑Yes 9No 6 SECTION B—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION x ,i B1 NFIP Community Name&Community Number B2.County Name B3. State ? ��.�.�✓ ';0 � k B4.Map/ B5 Suffix B6. FIRM Index B7 I P nel d 69 I Flood Elevations Number Date Effective/ Zone(s) (Zone AO,use Base Flood Depth)o ? Revised Date 3 t B10 Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9: j ❑FIS Profile )(FIRM ❑Community Determined ❑ Other/Source K B11. Indicate elevation datum used for BFE in Item B9 ❑ NGVD 1929 AVD 1988 ❑ Other/Source. i. B12 Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes 2�No Designation Date ❑ CBRS ❑ OPA �T E FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 1 of 6 r- LI ELEVATION CERTIFICATE OMB No. 1660-0008ExpirationVate November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt,Unit,Suite,and/or Bldg No.)or P 0.Route and,Box No. Policy Number 85-6 /JG'f'fo, ' ]Z;f✓ts boat_ City State ZIP Code Company MAIC Number Or t4>1 SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1 Budding elevations are based on. ❑ Construction Drawings' ❑Building Under Construction' Finished Construction *A new Elevation Certificate will be required when construction of the building is complete C2 Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO Complete Items C2 a-h,below according to the building diagram specified in Item A7.In Puerto Rico only,enter meters Benchmark Utilized-U•S,6,c2, 14j l w3lZ- d-G 5 Vertical Datum- A311, Indicate elevation datum used for the elevations in items a)through h)below. ; ❑ NGVD 1929 [�6`NAVD 1988 ❑Other/Source Datum used for building elevations must be the same as that used for the BFE Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor) S',V [Rr feet ❑ meters b) Top of the next higher floor ,J. ❑ feet ❑ meters, c) Bottom of the lowest horizontal structural member(V Zones only) ,e�, ❑,feet ❑meters d) Attached garage'(top of slab) i/. [R feet ❑ meters, e) Lowest elevation of machinery or equipment servicing the building feet meters (Describe type of equipment and location in Comments) �� ® ❑ fLowest adjacent(finished)grade next to budding(LAG) 4.0 ❑'feet ❑ meters g) Highest adjacent(finished)grade next to building(HAG) 11.5 ❑ feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck'or stairs,,including [,� 5 structural support feet ❑ meters SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect.authorized by law to certify elevation information, 1 ceitify that the information on this Ceitificate represents my best-efforts to interpret t e,data available /understand that anyfa/se statement may be punishable by fine or imprisonment under,18 U S Code,Section 01 Were latitude and longitude in Section A provided by a licensed land surveyors AYes ❑No. ❑Check here if attachments. Certiffi rs Name License Number a 1414 .,, T Carty/r, L'� L._5• a �oFl6 ;P6t Title ! IN Comp y N'Jame �GTV1G^ � -F Cpt-�J�.A !1 Lrn�l s /'.v u� •L• � �� ��"�.� �� � t Address City" (( State ZIP Code �Sr' ' 4�ra7 Signature Dat Telephone 011 /7 moo/- Log 'Copy all page's of this tlevation Ce i c-a a and all attachments for(1) ommunity official,(2);insurance agent/company,and(3),budding owner Comments(including type of equipment and location,per C2(e),if applicable) r �r ! �►e t1n�Itit -_-� 4A SGC�SSo/y bultekn� Le,. ��✓I � i1 �J, 04.-15 v[i ��n v/l �, G�nJG(p�dT� s<<I� Wr4 ��oc�, i'�oor P� ovP! �Lt Civ W'c >'e p A�'/ t14 n 14, 1)/14 aS 9 f",a f' 'Tp YL, A/'�� f G ho f,�yt•. 1d<-Zr4fL;,,, er �e�r. r4� Gc��or� t�j< ,Z elzc 7`//c. Glrt✓� zf.&l !.S 1;/ FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 2 of 6 A;/'? .-7 4s OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt, Unit,Suite, and/or Bldg.No.)or P.O.Route and Box No Policy Number. City State ZIP Code Company NAIC mber t SECTION —BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRE FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),c mplete Items E1—E5. If the Certificate is intended to supporta LOM or LOMR-F request, complete Sections A,B,and C. For Ite s E1—E4, use natural grade, if available. Check the measureme used In Puerto Rico only, Is enter meters. E1. Provide elevation information for the ollowmg and check the appropriate boxes to show wheth the elevation is above or below ; the highest adjacent grade(HAG)an the lowest adjacent grade(LAG). P. a) Top of bottom floor(including base ent, , crawlspace,or enclosure)is E]feet eters ❑above or ❑below the HAG b) Top of bottom floor(including baseme t, crawlspace,or enclosure)is ❑feet meters ❑above or ❑below the LAG. E2. For Building Diagrams 6-9 with permanent fl od openings provided in Section A It s 8 and/or 9(see pages 1-2 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is feet ❑meters El above or ❑below the HAG I ; E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or E]below the HAG E " i. 3 E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or ❑below the HAG. i ` E5. Zone AO only If no flood depth number is available, i the top of the ttom floor?elevated in accordance with the community's i floodplain management ordinance? ❑ Yes ❑ No ❑ Unkno n. The local official must certify this information in Section G E SECTION F—PROPERTY OWNER(O OW R'S REPRESENTATIVE)CERTIFICATION The,property owner or owner's authorized representativAcm Sections A, B, and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.Tections A, B,and E are correct to the best of my knowledge.Property Owner or Owner's Authorized Representative' f Address City State ZIP Code # # � Signature ate Telephone P i k i 6 Comments 4 ; f 1 i' F. I r . i t P:.. StSy . ❑Check here if attachments FEMA Form 086-0-33(7/15) Replaces all previous editions Form Page 3 of 6F.� I OMB No 1660-0008 ELEVATION CERTIFICATE Expiration Date November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from 5ectioniA. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg. No)or P O Route and Box No. Policy Number k City State ZIP Code Company NAIC Number } ECTION G—COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law 'r ordinance to administer the community's floodplain management ordi ance can complete Sections A,B,C(or E), and G of this Elev ion Certificate. Complete the applicable item(s)and sign below.Che the measurement used in Items G8—G10. In Puerto Rico only, nter meters i . G1. ❑ The information in Section C was tak n from other documentation that has bee/he d by a licensed surveyor, , engineer,or architect who is authorize by law to certify elevation information. ( e and date of the elevation data in the Comments area below) r G2 ❑ A community official completed Section for a budding located in Zone A(withd or community-issued BFE) or Zone AO G3. ❑ The following information(Items G4—G10)is rovided for community floodplain oses. i G4 Permit Number G5. Date ermit Issued G6. Date Certificate of ? Compliance/Occupancy Issued i ! i G7. This permit has been issued for- ❑ New Constructs n ❑ Subst tial Improvement G8. Elevation of as-built lowest floor(including basement) E] feet ❑ meters Datum of the building: ; G9. BFE or(in Zone AO)depth of flooding at the budding site: E] feet ❑ meters Datum G10 Community's design flood elevation ❑ feet ❑ meters Datum Local Official's Name Title p.. Cv Community Name Teleph e Signature Date Comments(including type of equipment and I cation,per C2 e ,if applicable) (� 9 YPP ( ) PP ) I �I I <� k ❑ Check here if attachments FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 4 of 6 i I BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30,2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite, and/or Bldg. No.)or P.O. Route and Box No Policy Number: S5-6 A r ro jL P�t� rr,11- City State ZIP Code Company NAIC Number Or le,. I)e ✓ V, rk If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View"and"Rear View"; and, if required, "Right Side View"and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. MOWN ' / vr4 Y1 +L14 ut r ii Cw Ei ^ U 121 L - ■n u� r I -mak. 1_ - Clear Photo One Photo One Caption 2-A Photo T, Photo Two Caption Clear Photo Two FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30,2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: City State ZIP Code Company NAIC Number n ©Ne" et...- 111irk S If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. Mumma Phots Tt,........-,,,,lin.. —- - - - - Clear Photo Three ■ 51de, L/)f,l� rrr. Photo Four Photo Four Caption Clear Photo Four FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 6 of 6 Building PhotogrTv� hs Continuation Page For insurance Company Use: Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No Policy Number City State ZIP Code efi,,,7 /r� B�T /y1t��Gi Gr� /JO T�C�C� �/t/ 7 •O/Lr/1//►ry / /iJ✓Y '1 L �a.lv/�J. RI M4lAAimb P:r�lOJ1 rye poi�lo� 1 G r all I• gigi t r WMAVV!P M • • rY INOL.ATION MBM ,w. INTA W f J ii �/t�'19rIJ� v, f R` r - n F J TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 QZ� Survey SoutholdTown.NorthFork.net PERMIT NO. U Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form Contact: Approved �" ,20� Mail to: Disapproved a/c too Phone: Expiration D '20 Buildi ` n to APPLICATION FOR BUILDING PERMIT AUG 3 7 2077 D Date August 30 _, 20 17 BUILDING Dr', v INSTRUCTIONS TO�®FpPIRPTo W 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,housi code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. ignatur o pp i ant 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 Architect Name of owner of premises Richard and Scheherazade Madigan (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. PlumbeB'Eiceri'se`Noa ' i `EleCfiidiahs Licensed.oa Other'Trade's I;imnse No; 1. Location of land on which,proppsed work will be done: Narr6w'Rive�''Road, Orient House Number Street Hamlet 27 County Tax Map No. 1000 Section Block 4 Lot 9.6 a Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Barn b. Intended use and occupancy Barn 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work $250,000 (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. na 7. Dimensions of existing structures, if any: Front 56'-9., Rear 56'-9" Depth 25'-6" Height 26'-0" Number of Stories 2 Dimensions of same structure with alterations or additions: Front 56'-9" Rear- Depth 25'-6" Height 26'-0" Number of Stories 2 'a 9 8. Dimensions of entire new construction: Front Rear Depth -' Height Number of Stories See attached site plan 9. Size of lot: Front Rear Depth ' 10. Date of Purchase 2011 Name of Former Owner 11. Zone or use district in which premises are situated R-200 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V 13. Will lot be re-graded? YES NO V Will excess fill be removed from premises?YES NO Richard and Scheherazade Madigan 255 West 90th St , NY, NY 10024 14.Names of Owner of premises Address Phone No. 212 787-4575 Name of Architect Nancy Steelman Address25235 Main Road Phone No 631 734-6405 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. PERMIT5 MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO (See Attached for both) * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are theft,-q iy,covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of in ividual signing contract)above named, (S)He is the (Contractor,Agent, Corporate Officer, etc.) r i LAUREN M MCKISSICK of said owner or owners, and is duly authorized to perform or have performed the said wo Mied T► p'�fa g,�,� CORK that all statements contained in this application are true to the best of his knowledge and b an that }tvf �i .]"�3U� performed in the manner set forth in the application filed therewith. 4 ff++1l t! ®ualfied in Suffolk County Sworn to before me this -My Commission Expires May 23, 2020; 3 '0 day ofuQcrST 20 Notary Public gnature of Applicant d , APPLICATION N r PAGE I of 4 TOWN OF SOUTH,OLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTIQN I• GENERAL PROVISIONS (APPLICANT to read and sipn)- 1. No work may staxt until a permit is issued- 2. The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compbancr is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local, state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. 1,THE APPLICANT',CERTIFY THAT ALL ST MENTS HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE,TO BEST O Y OWLEDGE,TRUE AND ACCURATE. (APPLICANT'S Skb*ATURE DATE t - SECTION 2 PROPOSER DEk-LOPMENT(Tb be completed by APPLICAN NAME ADDRESS TELI?PH NE APPLICANT NY 10024 212,78Z--4575 Richard and Scheherazade Isla BUILDER ENG#NE R G - PROJECT LOCATION: To avoid delay is processing the application, please provide enough information to easily identify the project location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark. A sketch attached to this application showing the project location would be helpful. 856 Narrow River Road, Orient, NY 1000-27-04-9.6 FDP(93) A-PPLICATION 4 PAGE 2 OF a DESCRIPTION OF WORK (Check all applicable boxes) A STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE ❑ New Structure ❑ Residential (I-4 Family) Addition O Residential (More than 4 Family) AJleration Non-residenual (Floodproofing? 0 Yes) ❑ Relocation ❑ Combined Use (Residenual & Commercial) ❑ DemoRioo ❑ Manufactured (Mobile) Home (In Manu❑ Replacement factured Home Park? ❑ Yc�) ESTIMATED COST OF PROJECT S B. OTHER DEVELOPMENT ACTIVITIES. ❑ Fill ❑ Mining O Drilling ❑ Grading ❑ Excavation (Except for Structural Development Checked Above) 4Watercousc Alteration (Including Dredging and Channel Modifications) Draage Improvements (Including Culvert Work) ❑ Road, Street or Bridge Construction O ubdiv' ion (New or Expansion) Individual Water or Ser System Q ❑ Other (Please Specify) After completing SECTION 2,APPLICANT should submit form to Local Administrator for rcvicw- SECT ON 3: ELQODPLAIN DETERMINATION o be completed by LOCAL ADMINI TRATOR The proposed development is located on FIRM Panel NO.-- Dated The Proposed Development: 17 Is N=located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ Is located in a Special Flood Hazard Arca. FIRM zone designation is ioo-Year hood elevation at the site is: Ft. NGVD (MSL) ❑ Unavailable ❑ The proposed development is located in a floodway FBFM Panel No. Dated ❑ Sec Section 4 for additional instructions SIGNED DATE APPLICATION PAGE 3 OF a SECTION 4 ADDITIONAL INFORMATION REQUIRED (To he completed by LOCAL ADMINtSTRAT()R) The appbcant must submit the documents checked below before the appbcatton can be processed 0 A site plan showing the location of all exosting structures, water bodies, adlaccnt roads, lot dimensions and proposcd dcvelopmeat. 0 Development plans, drawn to scale, and specifications,including where applicable:details for anchoring structures,proposed elevation of lowest floor(including basement), types of water resistant materials used below the fust floor,detains of floodproofmg of utilities located below the fust floor and details of enclosures below the first floor. Also 0 Subdivision or other dcvclopmcnt planes (If the subdivision or other development exceeds 50 lots or 5 acres, whichever is the lesser, the applicant trust provide 100-year flood elevations if they are not otherwise available). ❑ Plans showing the extent of watercourse relocation and/or landform alterations. 0 Top of new fill elevation Ft. NGVD (MSL). 0 Floodproofing protection level (non-residential only) Ft.'NGVD (MSL). For G <'. floW�)i oofed structures, applicant must attach certification from registered engineer or architect. ❑ Certification from a registered engineer that the proposed activiCy in a regulatory floodwa} Will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting this finding must also be submitted_ ❑ Other: E 5: PERMIT DEIERMINATi N M be completed by LOCAL ADMINI RAT R I have determined that the proposed activity.A_0 Is B.O Is not . in conformance with provisions of Local Law # , 19 The permit is issued subject to thr conditions attached to and made part of this permit. SIGNED , DATE If BOX A is checked, the Local Administrator may issue a Development Permit upon payment of designated fee. If BOX B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from (be Board of Appeals. ' r APPLICATION a _ PAGE 4OF0 APPEALS Appealed to Board of Appeals? ❑ Yes ❑ No Hearmg date- Appeals Board Decision --- Approved? ❑ Yes ❑ No Conditions SECTION G A$-BUILT ELEVATIONS (To be submitted by APPLICAI\9' before Certtficate of Compliance is issued The following information must be provided for project structures. This section must be completed by a registered professional cng:knecr or a licensed land surveyor (or attach a certification to this application) Complete I or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor, including basement(in Coastal High Hazard Areas, bottom of lowest structural member of the, lowest floor, excluding piling and columns) is: FI'. NGVD (MSL). 2. Actual (As-Built) Elevation of floodproohng protection is FI'. NGVD (MSL)- NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. SECTION 7• COMPLL4NCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? O YES ❑ NO DATE BY DEFICIENCIES? ❑ YES 0 NO DATE BY DEFICIENCIES? O YES O NO SECTION $ CERTIFICATE QF COMPLIANCE(To be completed by LC?CAL ADNITNISTRATO� Certificate of Compliance issued: DA'T'E: BY: Town Ball Annex Michael J.Domino,President r. 54375 Route 25 John M.Bredemeyer III,Vice-President493 P.O.Box 1179 Southold,New York 11971 Charles J.Sanders -." `` ',w' v Glenn Goldsmith ��' Telephone(631) 765-1392 A.Nicholas Krupski 1'�®UN 119�°� Fax(631) 765-6641 ]BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 9966A Date of Receipt of Application: January 319 2017 Applicant: Richard & Scheherazade Madigan SCTM##. 1000-27-4-9.6 Project Location: 856 Narrow Diver Road, Orient Date of Resolution/issuance: March 229 2017 Date of Expiration: March 229 2019 Reviewed by: Board of Trustees Project Description: Construct a 20'x40' swimming pool, terrace, and trellis structure (10'x20'); pool enclosure fencing; pool mechanical enclosure; interior and exterior renovations to existing barn; new sanitary system; and a drywell for de-watering and gravel parking area. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared by Samuels & Steelman, Architects, dated January 23, 2017, and stamped approved on March 22, 2017. Special Conditions: hone. inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. ! This is not a�determination from any other agency. Michael J. Domino, President Board of Trustees Michael J.Domino,President S' 3f SO�/�yO Town Hall Annex John M.Bredemeyer III,Vice-President �© �Q 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski • Telephone(631)765-1892 Greg WilliamsFax(631)765-6641 Utdl`l, : DDBOARD OF TOWN TRUSTEES APR 1 7 2019 TOWN OF SOUTHOLD U 11,D ,�nT;�,-�,A-_ CERTIFICATE OF COMPLIANCE TOWN OF SOLTYHO .D # 1450C Date: February 26,2018 THIS CERTIFIES that construction ofa 20'x40' swimmin&pool terrace slid trellis structure L10'x20' 'vooi enclosure fencing;pool mechanidal enclosure:interior and exterior renovations to emit6g V=.new sanitary system:and a dW, ell for de-watering and gravel parking area; At 856 Narrow River Road,Orient - Suffolk County Tax Map#1-00Q-274-;9.6 Conforms to the application for a Trustees Permit heretofore filed in this office Dated January 31.2017 pursuant to which Trustees Administrative Permit#8966A - --- Dated March.22,2017,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 ii for the construction of a 20'x40'swimming pool .terrace,and trellis structure(10'x20'):pool enclosure_ fencing;pool mechanical enclosure,• interior and exterior renovations to existing•bam; new sanitaiy system.- and a drywell for de-watering and gavel parking area; The certificate is issued to Richard&Scheherazade-Madilyan owners of the aforesaid property. Authorized Signature NEW YORK STATE DEPA- ,M ENT OF ENVIRONMENTAL COK-2RVATION Division of Environmental Permits,Region 1 SUNY r Stony Brook,50 Circle Road,Stony Brook,NY 11790 P-(631)444-0365 1 F (631)444-0360 www dec ny gov NO PERMIT NECESSARY April 20, 2016 Mr. Richard Madigan 255 West 90th Street New York, NY 10024 Re: Application #1-4738-00182/00008 856 Narrow River Road, Orient SCTM#1000-27-04-9.6 Dear Mr. Madigan: The Department of Environmental Conservation (DEC) has completed a review of your, proposal to renovate and construct additions to an existing barn, construct new pool, terraces, fence and install a sanitary system. Based on the information you submitted, DEC has determined that the project is listed in the Tidal Wetlands Land Use Regulations (6NYCRR Part 661.5) as an activity that is not regulated. Therefore, no permit is required under the Tidal Wetlands Act (Article 25) of the Environmental Conservation Law. Be advised, any additional work or modification to the project as described, may require DEC authorization. Please contact this office if such activities are contemplated. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Mark Carrara Permit Administrator cc: Samuels & Steelman BOH-TW file t,XYORK Department of STATE OF OPPORi71NITY Environmental Conservation Scott A. Mussell SUPERVISOR :z AWA\N A\1Gt]EMIEN T SOUTHOLD TOWN HALL-P.O.Box 1179 , 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold )114 CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) OOZES THIS ]PROJECT INVOLVE ANY OF TlE'1lE FOLLOWING: Yes No (CHECK ALL THAT APPLY) Ntl A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. 210 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. ❑ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑Eff F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was .received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. �C If you answered YES to one or more of the above, please submit'Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date Dtstnct 8/30/ 17 'NAME. N c Steel n Architect 27 04 9.6 Section Block Lot FORBUILDING DEPARTMENT USE ONLY*** Contact Information A 734 6405 � % CA-ph—u Number) .7w ® r� Reviewed By: lgt.��']Jny/ JN Date: Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — — 856 Narrow Riaver Road,Orient,NY Approved for processing Building Permit. Stormwater Management Control?lan Not Required. — — — — — — — — — — — — — — — — — MV Stormwater Management Control Plan is Required. LjQJ (Foi ward to Engineering Department for Review.) FORM # SMCP=TOS MAY 2014 13 APPLICANT. S.C.T.M.#• 1000 gUFr{Y CH"TER 236 (Property Owner,Design Professional,Agent,Contractor,Other) o a0 /f� s 27 04 9.6 � Stormwater Management Control Plan CHECK LIST NAM):. Nancy Steelman Section Block Lot o z S M C P -Plan Requirements Provide ONE copy of the Building Permit Application. Date �� * The applicant must provide a Complete Explanation and/or Reason for not providing 7346405 8/30/2017 °i all information that has been Required by the following Checklists S'S.wm Telepbm N,mbm 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: YES NO NA If you need additional room for explanations,Please Provide additional Paper. a. Location&Description of Property Boundaries X0� b. Total Site Acreage. X 0= c. Existing-Natural &Man Made Features within 500 L.F. x �� of the Site Boundary as required by§236-17(C)(2) d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Watei. X 00 EROSION e. Limits of Clearing & Area of Proposed Land Disturbance. x 0� f. Existing&Proposed Contours of the Site (Minimum 2'Intervals) X 00 g. Location of all existing& proposed structures, roads, driveways,sidewalks, drainage improvements&utilities. X 0� Ire Backed Sinencing,stabilization h. Spot Grades& Finish Floor Elevations for all existing& Seeding of exposed and/or inactive soils. proposed structures. I. Location of proposed Swimming Pool and discharge ring. X j. Location of proposed Soil Stockpile Area(s). X 0� k. Location of proposed Construction Entrance/Staging Area(s). X 0� 1. Location of proposed concrete washout area(s). x MAGE 0� jWSpFcTjoNS ARE REQUIRED M. Location of all proposed erosion&sediment control measures. 005-156®before 2. Stormwater Management Control Plan must include Calculations showing ® b rArtification that the stormwater improvements are sized to capture,stoi e,and infiltrate Backf ill,OR p,ovide e on-site the run-off from all impervious surfaces generated by a two(21 inch =X1=1= that the drainage rainfall/storm event. 3. Details&Sectional Drawings for Stormwater practices are required for approval. SEP Items requiring details shall include but not be limited to 1 a. Erosion&Sediment Controls. x 1==1 b. Construction Entrance&Site Access. 0 existing site entry driveway ING D o c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) X TOWNOFSO d. Leaching Structures (e. .infiltration basins,swales,etc.) X not required **** FOR ENGINEER G DEPARTMENT USE ONLY**** Additional Information is Required. Reviewed & ® Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: �® / [D,,SMCP has been approved by the Engineering Department. FORM # SW Check List-TOS MAY 2014 SV BUILDIN DEPARTMENT'-Electrical Q c n TOW WWF SOUTNOLD, Town all Annex-,54375 Main Road - O Box 1 1 2018 Southold, New-York 1197.1-0959"" "Telephone(631) 765-1802 -FAX(631)765- 9g,1Drq;Dgff. • roger.richert(ci?town.southold.ny.us TOWri OF SOUTHOLP APPLICATI'bN_FOR ELECTRICAL INSPE CTION' REQUESTED BY: ""(; 'tom l �-t :n w Sri; ": Date: &, Compang,Name: _ _ r a~- Name: License-No:: z/ S3 _,� . email: Address: Phone No.: jua Sat INFORMATION: (All Information Required) Name: Address: N( / 9S Cross Street: Phone No.: 9s- - _7 1 BIdg.Pennit#: 1-C—�v email: Tax'Map,District: 1000 Section: � Block: � Lot: � E BRIEF,DESCRIPTION OF ,ORK(Please Print Clearly) Circle All That Apply: Is job ready for inspection?: - YE / NORough I Final Do you need a Temp Certificate?: :` YES% NO Issued'On = Tamp Information: (All information required) Service Size i'Pt3 3 Ph Size: O "A #Meters. t star# (New Fire Reconnect; Flood Reconnect-Service Reconnected- ndei•ground-Overhead #,Underground Laterals ''i 2 H Frame,. 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'f, 't:,."'.S`.E„vT'1,{�E'.:+'£`...f,. •1f75�.'�'a.:� >.i, .,:� -'^ ¢: ,{:' .a._ '�t"y: .a' c,-. - - � .. , -.., .... _,:t�z -,:i=,- ',}'u i^n•..'_aL�;;:,=h'..,x. ,:,)c' .r P•i _, - - "r_ � Y SUFF BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD v • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone(631)765-1802-FAX(631)765-9502 Temporary Certificate # Z DateA"W-411- g 2018 Customer Name Mlekj>zr�, 01&4T>1G&,� Electrician Name c) 6��iG Address g<(, d to 021PI!7? A> Phone Sl(o - qv 3 - 7/S-/ e-mail GR/E % e-mail -2taT299 00/- - 06,(w Phone License# ?Z t;-3- C. Size 240 A Phase Overhead Underground_ _ #of Meters Remarks - #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days trom the date above. Authorized by gvFFOLIr BUILDING DEPARTMENT-Electrical Inspector a TOWN OF SOUTHOLD CD o ` Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 qt Telephone (631)765-1802-FAX(631)765-9502 �Vl 'x` �a Temporary Certificate # L Date,_,_I cV K // 2018 Customer Name �¢�1 ,C� Electrician Name Address 951& Ald� )j Phone e-mail Of-e1 j57k4 T_ e-mail Phone License# Size ZGD A Phase Overhead Underground X, #of Meters Remarks���?z� Y4R6ei6iL 727 �5kl�,J��/��� #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#1 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This veriti n is valid for 90 s trom the date above. Authorized by Town Hall Annex T�Sp hone C631)765-1802 54375 Main Road U), C= P.O. Box 1179 _I Southold, NY 11971-0959 ' D 4'4 r� , , ••�4� SEP ® 5 2017 BUILDING DEPARTMENT "'NG DIMPT. OF SOUTHOLD NOTICE OF.UTILIZATION OF TRUSS TYPE'CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: August 31,2017 Owner: Richard and Scheherazade Madigan Location of Property: 856 Narrow River Road,Orient. NY Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above '11 (check applicable line): D, Truss type construction (TT) Pre-engineered wood construction (PW) SEP 2017 V Timber construction (TC) BUILDING DEPT- in the following location(s) (check applicable line): ,,,TOWN OF SouTHOLD Floor framing, including girders and beams (F) Roof framing (R) Flo and f f 'ng roof (FR) Signature: Name (per on submit 'ng this form): Nancy Steelman, Samuels and Steelman Architects Capacity(check applicable line): Owner Owner representative TrussReql 5.doex Effective 1/112015 EL S A M U E L S & S T E E L M A N September 8, 2017 Ms. Amanda Nunemaker Plan Reviewer Town of Southold Building Department 54375 Main Road Southold, NY 11971 Re: Madigan Barn 856 Narrow River Road Orient NY 11957 SCTM# 1000-27-04-9.6 Dear Ms. Nunemaker As requested, this letter confirms that the proposed construction at the Madigan Barn is not substantial as defined in the Town of Southold Flood Damage Prevention Code. Sincerely, Samuels and Steelman Architects ��oF NEy�,r �G�(�..srE0 �� 9� Nancy Steelman, R.A. G� 01 531 D [EQ2'V[R = s aA SEP 12 2017 D BUILDWG REPT. ARCHITECTS TOWN OF SOUTHOLD 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 pF SOIOT�,®l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 �O a lyc®Uff BUILDING DEPARTMENT TOWN OF SOUTHOLD March 29. 2019 Samuels & Steelman 25235 Main Rd Cutchogue NY 11935 RE: Madigan, 856 Narrow River Rd, Orient TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Electrical Underwriters Certificate A fee of$50.00. Final Health Department Approval. X Plumbers Solder Certificate. (Ail permits involving plumbing after 4/1/84) 1� 0� Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. A Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 41981- Add/Alt to Accessory Building DATA Shall include but not be limited to: A well maintained Construction Entran e,Wire Backed Silt Fe g,SITE nein stabilization SCTM # 1000-27-04-9.6 Seeding of exposed and/or inactive sof . PROPERTY: 856 NARROW RIVER ROARiNAGE INSPECTIONS ARE REQUI ED ADDRESS ORIENT, NY 11957 Contact TOS Engineering at 765-1560 efore MADIGAN Backfill, OR Provide Engineer's Certifi tion OWNER: SCHEHERICHARDRAZA E MADI&Aj4he drainage;has been installed t Code. 255 West 90th Street New York, NY 10024 SITE: 125,451 SQ. FT. = 2.88 ACRES ZONING: R-200 APPROVAL OF STORMWATER MANAGEMENT cof mjlq P N -To Code 6 FLOOD: AE (EL. 6) Date: ZONE Approved ; SURVEYOR: NATHAN CORWIN, LS PO BOX 16 JAMESPORT, NY 11947 LICENSE #49273 DATED 612114 O LOCATION MAP d � Main R Cn W Z Z _ W Q I— hard St O W Q u Gardiners C Bay C PROJECT SITE DRAINAGE CALCULATIONS FOR AREA OF ROOF DRY WELL AREA x RAINFALL x RUNOFF FACTOR (DAA) I,420 � M CU. FT. ' DIAMETER x 2' HIGH POOL (2) 10' X 2' STORM DRAIN RI NGQU I RED C FT. PROYI DED 25-7 CU. FT. > 244 GU. FT. .•.=WN 0 0 ■ e� WALL FF EL 4.5 INLET �+ 4- �E GRADE LINE GRADE LINE SITE DATA REVISIONS6/6/2016 ? m�j, ALARM PANEL W ELEVATION 1' MIN. °� F� G `'s. ELECTRIC LINE T PUMP ' ELEVATION SCTM# 1000-27-04-9.6 V4"/FT. LINE ELEVATION 4.0' 7.0 FT. 2' MAX. 7.0 FT PROPERTY: 856 NARROW RIVER ROAD �y asyc o ADDRESS ORIENT, NY 11957 PUMP IE. +5.31' 1000 1 8" FT TOP OF POOL 5.0' OWNER: S HEHERAZA ERICHARD AMADIGAN TATION GAL ' ' �� � , ; 255 West 90th Street 8 dia x 2 ht P.& Cou New York, NY 10024 SEPTIC LEACHING I EPA¢•sTft4gjq° � . + .3IE. +3.43' TANK IE. +4.81 POOL BOT OF POOL 3.0� PSR IT FOR r H- SITE: 125,451 SQ. FT. =2.88 ACRES \ IE. +2.97' IE. +4.67' �P����fAg-1Ci �THSE " S ZONING: R-200 GROUND WATER +1.0' �i1C7fOIil� � SURVEYOR: NATHAN CORWIN, LS O' 4.0' 2' MIN PO BOX 16 PIPE INSULATED AND HEATS SEPTIC PROFILE - BARN ��� JAMESPORT, NY 11947 ° LICENSE#49273 Z N/0/F •"sFs WITH ELECTRIC HEAT TAPE (N.T.S.) �A��� DATED 6/2/14 0 TATE OF NEW YORK 0" W . �; a VAGANT LAND N 3 „ Za, ��� �� �� LOCATION MAP Z 97.72' 1s•sTEPs 25 N/0/F ` STATE OF NEW YORK Main Rd O +s z VACANT LAND TOTAL Z 3 s.4+ e o+ ` ` ��� � �CQaV�S y d W = �+ 6-0+ °d„�°�APPROI i o = Z 0 \ • At j Q I•- CID + �XCAFA GF OF Mq \ 09'4 634 EQU W toY r + ® / A Tg f= � WEER S CERTIFICATION REQUIRED. j �a<< 0 w UBMIT P.E, OR R.A. CERTIFICATION /�/ i Q 0 5.0+ n INSTA TION AND C€NS 1 RUG /TION IT INAL APF EXISTING SANIT RY SYSTEM FOR �THE EXISTING R�SIDENGE—(I)4'D GAL S PTIG TANK(ST) 3 EST HOLE NO SCALE —(U 4'DIA DIS IBUTION BOX(DB) �¢+ EXISTING RESIDENCE � rn -, � ���`�� H 6H EXISTING a; c ($)8'DIA x 2' I r h.; ::I. McDONALD GEOSCIENCE POOL(LP) LEACHING DECK :F+ ;,N ,`,.,- 2 STORIEOMS 2RAWL SPACE )54 �'d �,4141 SP ]BYMARK HOLD N +-7.5' "� S EW YORK 11971 LP LP ,�{:;*'; .;.#<1{-_t �i�',,, �.�. �.�»$ cy 1 {^ a� rn a• L - t,,,_, ;;Y, ,. I � , �if� '.I ,C :�-�-""-TEST HOLE DATA 3-24-16 ELEV+4' PRO OSED NEWW / s -4,7+\\\ +�� UNDERG " Q 1.0 FT. BROWN SILTY LOAM OL m W,3 r a UND WATER LINE W. s k5 \\ 3 3.0 FT. BROWN SILT ML I ' a 1• 'o \ + + TERRACE PROP05ED RENOVATED BARN WATER LIN� 2 STORIES LAB ON GRADE (S) I'�� � �E IN�PECT� BY'THE WATER IN PALE BROWN 1,457 SF, F.F. +4.5' � SUFFOLK COUNTY DEPT. OF HEALTH SER CES. V NO BEDROOMS 3.9+ 13 FT. FINE TO COARSE SAND SW 4 0+ 4'::; ;'? 3.0 FT BELOW SURFACE-WATER +4 i I;4'„ SAIM d, o , 48 HOURS IN ADVANCE s CALL eS�a EXISTING i, ":;'_1,1,,' Pool o y 9 ENCOUNTERED ELEV+1.0' E STING GRAVEL G OF NE C� UNDERGROUND PA}�KING AREA '3`';`I`.;; ' Ox 'L O SCHE ULE INSPECT'ION(S), (P-�� y0 17 W WATER LINE TURN AROUND .`"'r"`a, NEW / �y 5,1 CO G� I- S 7 'r PROPOSED '-",; TERRACE z NEA CONTOURS 4 PROPOSED NEW SEPTIC SYSTE FOR A \ Q POOL HOUSE (PRESSURE SEWER 5Y5TEM) ��` N/0/F I W p� 0JE No: q I TEST HOLE i �p _ - PUMP STATION (PS) E/ONE DHO71 SE IES �0 ��0 KENNETH M. STRACHAN I O INIJ: � 1 EL +4' I i- GRINDER PUMP WITH E/ONE SENTRY ARM s & STUART STRACHAN a I uT O LP 0 PANEL ON POOL HOUSE W N EXISTING WELL VACANT LAND ,Op� NS 150 FEET RADIUS L ry, - 1000 GAL SEPTIC TANK (ST) 00 WELL EASEMENT 655 O 17953 V NO WELLS FOUND \ 20 LPL - (5) & DIA x 2' HIGH LEACHING OOL (LP) �° EXISTING LIBER 12589 PAGE 904 N Qy `S a/18/2016 \n L - o UNDERGROUND / o ` v=s0•_o^ � WITHIN RADIUS � to N FOR (3) 8 D A x 2 O HIGH LEACHING POOL {/306.5' WATER LINE 12rL00� 3 0.��. o W QI SHEET TITLE: 541.98' E - ------------- -_ -_--- - -_- - N 26'22'30" W 010 � ►-� cd b 2 -- -- --- ------------- ENT - o �I co SITE 0 N IST DRIVEWAY AMENDED BY RIGHT OF WAY GO TAI INi,0EED5 I LIBER 10540 EXIST DRIVEWAY LIBER 12589 PA n PLAN 0' 371.51' N/0/F S 6.22;30" E - - - —� - - 275.00' S 26.22'30" E SHEET NO: ELIZABETH L. LATHAM NEIGHBORING L I VACANT LAND %E _ - - - - - - - - - - SITE PLAN - PETERS SCK, LLC VAGAN LAW SCDHS SUBMISSION REVISIONS: SITE DATA 9 / 4 / 2018 SCTM # 1000-27-04-9.6 PROPERTY: 856 NARROW RIVER ROAD ADDRESS ORIENT, NY 11957 OWNER: RICHARD MADIGAN SCREHERAZADE MADIGAN 255 West 90th Street + New York, NY 10024 SITE: 125,451 SQ. FT. = 2.88 ACRES ZONING: R-200 e s SURVEYOR: NATHAN CORWIN, LS PO BOX 16 , JAMESPORT, NY 11947 LICENSE #49273 uj DATED 6/2/14 0 �e .0 0 0 0 Lu z vc� < O ���y� Z l-Q� ? W W 0 W Z z O N/01F •`�s � STATE OF NEW YORK`' ° 0 W Z \/AOANT LAN]7 N 3 g•��' ?8?2s' N/0/F 0O S TA TE OF NE W YORK - ® z \lAG,4NT LANDp Lu Q O M ►� GF 0\ N co 09°44,S EXISTING SANITARY 5Y5TEM FOR THE EXISTING RESIDENCE - (1) 0100 GAL SEPTIC TANK (5T) I z - (1) 4' DIA DISTRIBUTION BOX (DB) - (5) 5' DIA x 2' HIGH LEACHING POOL (LP) O) W �I otS Z (1d r Ip NQ• MC DECK J a o � o >o Lu -J• w z w a z °u M w• v L cmM RESIDENCE I w• a N 3 SWIM POOL S�,YF� x C0my Q'.t .^' MITT O's f '' T:"9 SERV."^. ^, N I Q TERRACE APPROVAL Or X013 RRA E 0 0 \\ �, Deo tt�"T A * �mr� H.S.F"wt.N�, ��D—/,�-t7o�!�" • OF IVF INSTALLED I The 9ewage dtspoM and wstrr t' a!t b loan! been �y0 UNDERGROUND INSTALLED SEPTIC SYSTEM FOR A Inched and/v o!!4'j%d by this t "w^^•�'ffPl+ft GJ .( to WATER LINE POOL HOUSE be se--ftctory POR TOTe1-M►XI's"UE.1 OF TER GE 6 - PUMP STATION (PS) EXISTING �� BARN R 8i 9 - 1000 AL SEPTIC TANK (ST) � s, 9 G UNDERGROUND \� - (5)PARKING AREA GLEAN OUT 8' DIA x 2' HIGH LEACHING POOL (LP) Craig Kne er, P,E., Chief ' I WATER LINE ��\ TURN AROUND ( `ppof 1 rLa / n5�- 1 45" I P,ROJEC�l' O' 1405 Z ss" 5T LIM I > DRAWN BY: 73, LP I a UT LP CHECKED BY: NS LP N EXISTING WELL •GJ�J, �/ p 1 00 WELL EASEMENT AcG/ 100 EXISTING LIBER 12589 PAGE 904 N Lu DATE: UNDERGROUND q 7 / 3 / 2018 `. WATER LINE N o SCALE: Lin \ •� X22�% 3 40.00' - o O 1" = 30' - 0" _ 541 .98'- - - - - \\��-� - - - - - - - - - - - - - - - - - - - - - N 26'22'30" W —i'/ /'' oI� SHEET TITLE: M --w-------- -w------------- t------- -----------W---------- C c dIo ASEME '/ o DRIVE;NAY 25 RIGHT OF WAY - CONTAINED IN DEED LIBER 882q PAGE 426 A5 AMENDED BY RI HT OF WAY DRIVEWAY LIBER 12589 04 c GONATAINED IN DEEDS IN LIBER 10340 PAGE 25 LIBER 10340 PAGE 20 AND LIBER Io54O PA&E So--- 0 "4- 40.00' _ SITE 371 .51 S 26°22'30" E 275.00' S 26022'30" E PLAN � a D 1 0"I" E "Pt A IRMO I APR 1 7 ?v19 SHEET NO: a•, IIJ.IAJ+IYS .. ..J:IA TOWN QF uOUTA.Z;� SCDHS AS BUILT REF # R10-16-0048 W GENERAL STORMWATER POLLUTION PREVENTION NOTES PERMANENT STORM WATER RUNOFF CONTROL MEASURE SIT [= UATA SITE DESCRIPTION &GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE Development activities for this project will consist of: T T,Q SCTM # 1000-2]-04-9,6 1. Installation of temporary erosion control measures(silt fence barriers) - v` R R Q Thr 2. Excavation for a new septic system and drainage structures YY R PROPERTY: 856 NARROW RIVER ROAD Construction of a new septic stem " 71* D n R 7� -RIVE 0 ADDRESS ORIENT, NY 11957 3. Const p Y 48 40 E o a a .�1J 4. Construction of the new stone terraces 5. Renovation of the existing barn X861 �- -_ ° "E+D WIRES ___E of P� p OWNER: RICHARD MADIGAN 6. Installation of on site drainage structures 5200 7. Filling and grading of soil above drainage structures and driveway RIwaY 11'r'n�� SCHEHERAZADE MADIGAN N a5 ,RY x8.50. 8.99• 2325 255 West 90th Street 8. Construction of the driveway expansiono 9. Installation of new landscaping plants, lawns y 40.00, CONI mom. New York, NY 10024 y 10. Removal of the temporary erosion control measures �, o N � -� SITE: 125,451 SQ. FT. = 2.88 ACRES SITE DATA / c - t4 X06 -0 s WELO $ ZONING: R-200 Site Area: 125,451.6 SF=2.88 AC _ �� o N FLOOD: AE (EL. 6) Soil Classification: See test hole ys c ZONE Flood Zone:AE 6 ' WEA EASEMENT S 74o�po°- PN ' Receiving Waters: Orient Harbor USER 12589 PAGE 904 \ "' SURVEYOR: NATHAN CORWIN, LS Contractor: Boeckman Construction PO BOX 16 o o 51i\ JAMESPORT, NY 11947 POLLUTION CONTROL MEASURES On LICENSE #49273 In accordance with the provisions of the Town iof Southold, chapter 236, storm water management and erosion and sediment control n measures including, but not limited to,the following shall be employed during construction: DATED 6/2/14 0 A. Existing vegetation to remain shall be protected(by installation of construction fence or other approved means)and shall C11.4 remain undisturbed. �' m • o� � O 25 RIGHT OF WAY wooD B. Clearing and Grading shall be scheduled soy as to minimize the extent of exposed areas and the length of time that areas are n _ RIGHT OF WAY CONTAINED IN DEED USER 8829 PAGE 426 AS AMENDED A"y BIN L CM I I U I >- BY RIGHT OF WAY CONATAINED IN DEEDS IN USER 10340 PAGE 25, oI/1 exposed.A maximum of 1 acre shall be disturbed at one time unless written permission is granted by the NYSDEC. Graded USER 10340 PAGE 20 AND USER 10340 PAGE 30 and stripped areas shall be kept stabilized through the use of temporary seeding as required. Seed mixtures shall be in ZRd accordance with the soil conversation service recommendations. yUJ C. Bare soils shall be seeded within 14 days of exposure, unless construction will begin within 21 days as sections are m N � Main � completed, or if construciton on an area is suspended,the area shall be seeded immediately. m N a. Seed preparation-scarf soil if compacted, remove debris and obsticiles such as roots and stumps. +' v P p scarify p O W b. Soil Amendments X � 1. Lime to ph 6.0 o m 2. Fertilize with 6600 lbs of 5-10-10 or iequivalent per acre(14 lbs/100 sq. ft.) QQ I� c. Seed Mixtures a rd St I- 1.Temporary seedlings a. Ryegrass(annual or perennial)@ 30 lbs. per acre(0.7 lbs per 1,000 sq. ft.) wEu O b. Certified"Aroostook"winter rye(cereal rye)@ 100 lbs. per acre(2.5 lbs per 1,000 sq. ft.)use winter rye if seeding in O f f- ( October/November. N/0/F 2. Permanent seedlings-See Landscaping plans KENNETH M.8c AN m -• STUART STRACHATRACHAN � A � � A�?.�+s/o O�1 W D.The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall be diverted away from cleared slopes. E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage systems. 2 ( Ace, s", Z Sediment barriers shall be installed along the limits of disturbance prior to the start of construction and shall be maintained until sem\ Q W Gardiners _ construction is complete. Ba F.A stabilized construction entrance shall be maintained to prevent soil and loose debris from being tracked onto local roads.The y construction entrance shall be maintained until the site is permanently stabilized.Any sediment tracked onto public roads to be - N removed or cleaned on a daily basis. sS I 0 G.All runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets installed on site shall be oo. protected from sediment buildup through the use of appropriate inlet protection. -' �/) 63'37'30" E 288.10' PROJECT SITE H.Appropriate means shall be used to control dust during construction. I. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems shall be cleaned and flushed as necessary. mrn = DRAINAGE CALCULATIONS FOR AREA OF ROOF co"c.F011Mo"r° J. J.The contractor is responsible for inspection and proper maintenance of erosion control measures. Inspections / ` WELL AREA x RAINFALL x RUNOFF FACTOR must be performed every seven calendar days and immediately after periods of rainfall greater than one half inch. Maintenance EDGE OF LAWNy� N' DRY measures are to include, but are not limited to, cleaning of recharge basins, sediment traps and drywells, cleaning and repair of I / 2 C� Q: (DNA) 1,460 SF x (2/12 FT) X 1.0 = 244 CU. FT. sediment barriers, repair of berms and runoff diverters, and cleaning and repair of inlet protection devices. �� p t N USE: (2) 10' DIAMETER x 2' HISH POOL rZI K. During construction,the contractor will comply with all local regulations concerning the disposal of solid waste and debris an a �O 25' RIGHT OF WAY o (2) 10' X 2' STORM DRAIN RING = 25-1 GU. FT. toxic and hazardous waste, as well as sanitary sewer and septic syst m regulations.Temporary fencing shall be erected as A ° RIGHT OF WAY CONTAINED IN DEED BER 8829 PAGE 426 AS AMENDED, shown on Site Plan along with the placement of dumpsters to control t e buildup of debris.The co trac s all periodically / BY RIGHT OF WAY COIVATAINED IN DEEDS IN OBER 10340 PAGE 25, PROVIDED REQUIRED �' V USER 10340 PAGE 20 AND USER 1 340 PAGE 30 25 / CU. FT, > 244 CU. FT. cleanup any debris accumulated along the temporary fence and empt the dumpsters regat r�ly. �`�\ O Z 4 4 t m The contractor will report any required modifications to the SWPPP necessi at by field conditions or construction activities to the / V U Engineer/Architect for revision of the SWPPP where appropriate. o ��4 ( TEST HOLE N O SCALE DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS To ON SITE 0° BY MARK McDONALD GEOSCIEN E Construction materials shall include concrete wood forms, building lumber a d associated metal attachments, precast concrete n septic/drainage structures, outdoor paving materials. / ( �_ SOUTHOLD, NEW YORK 11971 08 Z Waste materials shall include demolition materials from the existing building tructure, unused building materials and products,trash from construction workers meals and drinks.Project shall have a dumpster that all aste marerials will be temporarily stored and dumpster C� _- TEST HOLE DATA 3-24-16 E LEV +4' n shall be emptied weekly by a private carting company. / EXIST.FENCE FRAME S"ED (` r FORADD ADDITIONAL NOTE:SEE SHEET Fo " 1 .0 FT. BROWN SILTY LOAM OL 71J y Q ° to M FRONT YARD W J- W z W U 5ETBACK t a Z LL LL LL A A W• V W h GABLE Box-,,,, M o 3.0 FT. BROWN SILT ML 1 a N " / N X EXIST. el WO TEST+HOLE ELEC. BOX W• N � O MANHOLE / "EN L $OIL`5TOZ1C . .v. TELCO BOX` • C' i,) - - 'PILE AREA"� -� ' _-•..' c o (� 5 m WATER IN PALE BROWN U) U), f1� J 4.1 55 "�wL""'J ! FINE TO COARSE SAND SW "ire eparation > X�STINAT3.0 FT BELOW SURFACE - WATER wired as per Irk ' RENOVAT NYS Code 4.2 %! � % ENCOUNTERED, ELEV +1 .0' All r lighting - - +4.3 r�' T E \ i�;>t�:i;k.:..., ;•'.., �dced Or r' +5.5 .. NFJNLAWN SOL�Tcnc ! TOP OF EXISTING GRADE / EXIST.FENCE :PI AREA. • ,� reform ` ,. ���s.��!%, rewire(( shall co `aI� J t tihter 172 �LE�T�p� tl .v NEVJPARKING AREA CAST IRON FRAME AND COVER TO O M X PE�I DR`iF-M'+T �'crT \ ?,y_ GRADE (A5 REGUIIRED) OF NC-!1Vy /v EXISTING RI 2"I+ �ON 1 A `"dl of the Town Code 1���'2ECTI0� rGIUIRDC C" M. � ISTINb ON STONE BASE �! TRAFFIC SLAB (SEE CSG.(L•STF��� ` x +4.1 g�r -,STONELANIER PLANS FOR LOCATIONS) _ EXIST.STONE DRIVEWAY � .L�,•C�, �S^��� _ - Ta APPROXIMATE SHORELINE S,T� 5.5 EXISTING P vj G� I �jyy} 01151 1 I II OK ENTR - O �c APPROVED ASWgED VUSS PLACARD!Na nnounm .�� - O S 17 3- G G O b6 / CONTROL M gensu�e�PWTM RLNOFF CR C9 S ED H ROP0 �j DRAINAGE BA51N FOR BY.I .yqFENCE INC CON5TRUCTION ® ® ® ® ® ® ® ® ® 51ZES SEE 51TE PLANS DATE: Q LIMITS OF G RING AND LAND .Z Zn ® ® ® ® ® ® ® ® ® y �ROJ NO: FEE: 3 BY: • ke F' 1� DISTURBANCE+/-12,740 SF 0 ® ® ® ® ® ® ® ED ® 1`U AGKFILL MATERIAL 1405A NOTIFY BUILDING DEP4rflNT AT ° AM TO 4 PM FOR THE ,yg ati� �18�y5 PleoPOSCD coNc WASHour AREA z a iu ® CE 765-1802 8 I?^.AINAGIr INSPCCTiONS ARE REQUIRED � w CE IS S ED ED 0.. TO BE GLEAN SAND INSPECTIONS: 0 Aact TOS S C-ClI ng at 7E REQUIRED befoRED .� ® ® ® UT ® ED ® ED ® ® AND GRAVEL DRAWN BY: FOLLOWINGa° _ 1. FOUNDATION - TWO REQUIRED Ceckflll,0^Provide Engineer's Certification o N - FOR POURED CONCRETE tilt the dr.-Inrr ht,�bttn Inrtrll�d to Cod-. ti9°'� rnrn � z_ CHECKED BY: �S _ j N - 2. ROUGH - FRAi���Nl w 3 PLUtv4i31IVG co -; GROUND WATER NS ,P �,� ti >D C DATE: 3. INSULATI011I �Q n - 4. FINAL - t :"' 1,J MUST � � ��� r4oti �s� DRYWELL TYPICAL Aug 30, 2017 BE COMFt..:' .. F `:1 C-G. � � �� \ // V0� E OF LAWN/ �`/ SCALE: !"' P ��, �� ��,� S 63'37'30" W 353.5 NO SCALE 1,t = 40' - 0" ALL CONST, I SHALL MEET THE CO!"'PLY ty:ITHPTER 1410 0� REOUIREMEN.S OF THE CODES OF NEW FLQOp ®AMAOE PREVe�'I-I'D''1 - SHEET TITLE: YORK STATE. NOT RESPONSIBLE FOR :-OUTUOLD TOWN CCOE DESIGN OR CONSTRUCTION ERRORS. / / N/0/F RICHARD XADIGAN WIRE FENCE W/ SITE FILTER CLOTH SURFACE PLAN COMPLY WITH ALL CODES OF �"LUMSER CERTIFICATION / �,� FILTER CLOTH MIN. 6" DRAINAGE WN CODES f )11 BEAD CONTENT BEFORE /sT9�� �% BELOW GRADE ' NEW YORK STATE & TO OERTIFICQTEOFOCCUPANCY O'� �' FLOW AS REQUIRED AND CONDITIONS OF �� ,\\/\\, \\/\�,. \\ ,� SWPPP SOLD8,RUSED/N WATER 04� �u I�► -- S&PPLY SYSTEM TEMPORARY STORM WATER CANNOT RUNOFF CONTROL MEASURE SHEET NO: r 11v,lrl•I• ARD EXCFEDti100F I% LEAD. � SOUTHOLD TOWN TRUSTEES EROSION & SEDIMENT CONTROL DETAILS V NO SCALE P L U 73,V�� AU OCCUPANCY OR -k&.WATER LINE-c ;-- ' _- ; -� SCALE: 1 " = 40'-0" \ G.$EF.ORE Gv'VLP1u,4, USE IS UNLAWFUL WITHOUT CERTIFiCAT� BUILDING P SET BARN BUILDING INLET WALL FF EL 4.5' TEE GRADE LINE GRADE LINE EXIST. FENCE ALARM PANEL W ELEVATION 1' MIN. ELEVATION RELOCATED ELECTRIC LINE T PUMP STORAGE SHED 7.0 FT. 2' MAX. 7.0 FT GRADE LINE ELEVATION 4.0' , IE. +5.31' 1000TOP OF POOL 5.0' PUMP 1 4" FT. STATION GAL 1 /8"/F T. 8Ll 'dia x 2'ht SEPTIC LEACHING IE. +3.3 IE. +3.43' TANK IE. +4.81', POOL BOT OF POOL 3.0' IE. +4.67 IE. +2.97' GROUND WATER +1.0' J4.0' 2' M IN PIPE INSULATED AND HEATE SEPTIC PROFILE - BARN WITH ELECTRIC HEAT TAPE i (N.T.S.) i \ r i--DRYWELL, (1) 2' HT x i 2X '�` i 10' DIA, FOR ROOF 0 � 2x10 �� RUNOFF FROM BARN �•' W Z EXIST. XI T. / I � &UNITE FE & L i l I Z POOL �� w / I O 20'x40' �I z iT HOSE EXI5TING EXISTING TREES Lu - PROPANE TANK TO REMAIN / I TO REMAIN VERIFY LOCATION W/ ARCHITECT 0 ~ x / 01< Z h- W Lu � j I w IL RRA — i PROPOSED NEW 5EP�IG SYSTEM --� � X NEW 2'X2' BLUESTONE � GRINDER PUION (FS)/E/ONE PHMP WITr� E/ONE SEO I Y RIARM EZ F _ �"— W PAVERS (NIG) PANEL ON POOL H6U5E I I /NEN �,,,- _ I Z E R _ - 1000 GAL 5EPT� TANK (ST) I L———— J IEXI5TING E W ❑❑❑ i - (5) V DIA x 2' 416H LEACHI N& (POOL (LP) f' TO BE REMO D - FUTURE LOCA CON FOR (5) 8' 131A x 2' E1E HIGH LEAGHIN POOL (EXP) I o I / I 47 ❑ / ❑❑ n ; POOL RE EXISTING, BARN LP LP �auiP 4.5 ' PC-i l- — — -- EXISTING UNDERGROUND ELECTRIC LINE \\\ , LP LP+65 C 5 iE NEN TERRACE \ Z \\\ '� o o r EXIST. FENCE `\ J• } ` z —� NE B> LGUINiBL \ 0 �\� N W�� u EXISTING ��- : AP ON 74'-.:2 CON \ \ \ % a "' ; '1 PORCH N x° I--LINE OF�x*Tt1Q�- � � ❑ I -RR14EWAY/PARKING NEW 2X2 BLUESTONE AREA PAVERS (NIG) \ \ N I EXISTING \ __ - UNDERGROUND \\ \ -------- _ -->- 5 WATER LINE EXISTING Tf�ES . . y' `\ I • : ' ' ' \� DRYWELL, (I) 2' x 44'-6" Td•BE REMOVED i 3�'-0" y,1 A �_I O DIA, FOR RO F " RUNOFF FROM B RN QUS� 2x1010, r UES .NE � ... . . • : . . .. . . .\\ _-- ' Q-G d1�?v2 EXISTING E TO w - REMAIN IFY ; A ►= _ �- ARCHITECT - X vERED \ NEW BELGIUM BLOCK NES FARKIN6 6Rf5A CURBING SET IN GONG. ROJEC 0 // ENTRY NEW'2". THK BLUESTONE � / 1405A DRIVEWAY 5URFACE ON ' DRAWN Y: •EXI5TING*.ON 5TONE BASE . (NON RCA) / NS CHECKE BY: END OF BELGIUM BLK CURBING DATE: X Aug 30, 2017 �. SCALE: 1),8" = 1' - 0,. 21'-q" .. • . ..' .• .: • . .. , �_ : . , . .. . • :. ��C15T• flR SHEET TI LE: SIT PLAN 3 I w � A x SHEET NT: ENLARGED SITE PLAN LS BUILDING PERMIT SET 1 16 lu 18' V - w NEA O NEW TERRACE STONE PA RS FENCE ENCLOSURE AROUND m ON " THK CON W SLAB W/ 6X6 POOL EQUIPMENT AND Z PATTERN 5 SHOWN ELECTRIC PANELS - SIDING TO MATCH EXISTING ON 2x4 II'-3" NEW 2x4 INTERIOR WALL W/ PT LUMBER WITH 4x4 PTL R-19 BATT INSULATION AND P05T5 SET IN 24" BELOW 11L. 3'-5" IX BD PANELING INTERIOR GRADE z VERIFY FINISH EXISTING DOOR TO BE REMO E UAL E UAL MATCH O ADJACENT -10" CL05E OPENING WITH NEW FRAMING AND SIDING TO MATCH ST� A A ` l— EXISTING / 1� X301 A I A71 AX31 O O FWG 080 F "1080 A 51 5'- W (2)3 x80 (3) 2x10 (3) 2x10 I^I a 2 2x8L OY `1 ER LAT 'i 0 0 I EXISTING GARAGE DOORS NE0x80 SOLID GO WOOD FLOORING ON 3/4" ( �-I�0 LINE (ry NEW DOORS WITH D 15H NEN PT 2x TO MATCH BOARD FL OD ®NIb" OG ON VAP �a C L05F-T i m CLADDING TO MATCH - q EXISTING FRAMING SEE m BARRI W/ SPRAY FOAM IN ION i INTERIOR ELEVATIONS In O WING GONG SLAB I Z OC NEW TYPE X GYP BD ON W NEW bxb WOOD ` ' % 'j WALLS AND CEILING OF POST TO MATCH NEW DOORS GARAGE EXISTING MECHA I CAS - %i GL 5ET a NEW 3-1/2" O.D. PIPE N I- COLUMN ON EXISTING FOUNEW bxb WOOD I -- - b+� --- - POST ANCHORS TOPATION E POST TO MATCH 4j POO EXISTING AND BOTTOM EQUI NT PROVIDE NEW 12" DIA GONG FTG ON NEW TYPE "X" GYP BD ON WALLS AND CEILING OF VERIFY EXISTING FOUNDATION OR 30"x30"xl2" THK GONG FTG W/ 4#5 GARAGE VERIFY EXISTING FOUNDATION OR PROVIDE NEW 12" DIA GONG FTG ON KEBABS EACH WAY, 36" BELOW GRADE PROVIDE NEW 12" DIA GONG FTG ON 30"x30"xl2" THK GONG FTG W/ 4#5 OP - PROVIDE POST ANCHORS 30 X30 X12 THK GONG FTG W/ 4#5A. � REBAR5 EACH WAY, 36" BELOW GRADE SET NEN REBARS EACH WAY, 36" BELOW GRADE ATE - - PROVIDE P05T ANCHORS E X I ST I N& 5ARN, BACK OF 6XL6 ON - PROVIDE POST ANCHORS � N UNHEATED COLUMN SOLID GORE DOOR r NEW SLIDING DOORS NEW WOOD FLOORING 4 EXISTING CEILING JOISTS ON 3/4" PLYWOOD ON O NEW PT 2x SLEEPERS ® 16" Or, ` NEW 2x10®Ib OG O _ - NEW RRAGE TONE PAVERS O W/ SPRAY FOAM INSULATION NEW 2X4 STUD WALL REMOVED WALL TO BE 4 m } od Z- to ;t _ ON VAPOR BARRIER ON EXISTING W/ IX BD PANELING ON X Ul [L — — O THK CON SLAB 6X6 N N 10/I MM TYPICAL PAVE G GONG SLAB TYPICAL A A ry U< ry T c POOL HOUSE SIDE OF WALL f-� f� X1= to Q• M ATTERN 5 SHOWN AND TYPE "X" GYP BD ON G G GARAGE SIDE OF WALL NEW 4" THK GONG 5LAB Ni J VERIFY EXI5TING FOUNDATION OR NEW WOOD 5TAIR5 WITH WOOD"� EXISTING GONG SLAB W/ bxb 10/10 MM OVER y o o PROVIDE NEW 12" DIA GONG FTG ON TREADS AND RISERS TO MATCH\ NIEN50L5/4 HOUR FIRED RATED COMPACTED SUBGRADE OOR W J 30"x30"xl2" THK CONC FTG W/ 4#5 FLOORING - STAIR RAILING: BY a z u "HOUSE OF FORGINGS" MODEL: NEW UTILITIES PIT / CLEANOUT I KEBABS EACH WAY 36" BELOW GRADE W• W ui C - PROVIDE POST ANCHORS HORIZONTAL RAILING IN BLACK `� 2414 FINISH FOR WASTE LINES FROM i- a N o r BARN TO SEPTIC SYSTEM W v UQ 3� NEW 3-1/2" O.D. PIPE X80 � V ` COLUMN ON EXISTING r — N N NEW 6x6 OD N R ___ _ _ FOUNDATION PROVIDE P05T TO TGHFl V i PONSD �TAN ANCHORS TOP EXISTING I V I A I i��/�"'\ LOW WALL NEW 6x6 WOOD --'' NEW ELEC IG` v 36" HT POST TO TGH _ I I _ _ I VERIFY EXISTING FOUNDATION OR PANEL PROVIDE NEW 12pi I EXIST " DIA GONG FTG ON X 30"x30"xl2" THK GONG FTG W/ 4#5 PROVIDE NEW 12" DIA GONG FTG ON V NEW DUTCH KEBABS EACH WAY, 36" BELOW GRADE 30"x30"xl2" THK GONG FTG W/ 4#5 pF NEW 10' ENTRY I I I I I _ REBARS EACH WAY, 36" BELOW GRADE �� y0 T 1 DOOR I I I ci-O VIDE POST ANCHORS - PROVIDE P05T ANCHORS c.,�=G.l�.ST�c -1- in f I I —6 NEW 3 4 HOUR F `r z / IRED RATED SOLID GORE DOOR n NEW GARAGE DOOR 7' H x a' W � i icy; � : ■ �I /�r ,/, ,/;„ '%,/„ ,' I I I ( I I NEW GARAGE DOOR 7 H x a W �'�tOJE'�'f NO: G 2 GWI 5 G 2 (/ �Ak" �'2" I 1405.4 1 NEW UNDER6 UND WA5TE - I NEW TERF ACE TONI PAVERS I 3' MECHANICAL CLOSET SEPTILINE C SYS A RN TO DRAWN BY: ' I �O 10 GO ICA PAVING 1 FOR UTILITIES NS // UNDERGROUND IDEGTRIG I / ( CHECKED BY: LINE FROM RESIDENCE PA RN 5 5 OWN VERIFY WITH OPENING --- -- - -- -- - �ENGE ABOVE CENTERED ON DATE:STUGTUR Aug 30, 2017 EXISTING WINDOW E OVERHEAD SCALE: 8 I UNDERGROUND WATER SHEET TITLE: LINE FROM RESIDENCE 7' EQUAL EQUAL EQUAL EQUAL 6' 6' FIRST VERIFY VERIFY VERIFY VERIFY c 14' 7'-7" l0'-5" II'-a" i2'-5" I- LOO R VERIFY VERIFY VERIFY VERIFY PLAN T V La VERIFY SHEET NO: L Ok H I Ro"" Low""' R IF-R SCALE: 3/8" = V -011 BUILDING PERMIT SET O LLJ Z 7' EQUAL EQUAL EQUAL v VERIFY VERIFY Z NEW WINDOWS IN NEW O LU OPENING TO MATCH CENTERS OF DOORS BELLOW > VERIFY VERIFY Orn Z Ui TA24510 AX51 AXV AX51 AX51 TN24310 TA24510 A/ II II Z NEW WlhlDOWS IN NEW I I I I NEN WINDOWS IN NEW W OPENING TO MATCH OPENING TO MATCH OFF051TE WALL I I I I OPPOSITE WALL II II O II II II II II II -- - --- ------- - -- -- -- ---- -- II -- - ---- - -- - - -II - --- - -- -- - -- - - - - - -- TTIG I I TI ,, STOi��6� p I I NEW DOORS WITH I CLADDING TO MATCH EXISTING 5U5FLOOR EXI5TING FRAMING SEE INTERIOR ELEVATIONS (2)22x48 �� LOCATE DOOR IN FIELD Wool W/ ARCHITECT II II o� z• it II OPEN TO SELON i i i i LOFT c') Q• °' Q I I I I NEW RAILING 36" HT: BY "NOUS NEW FLOORING TO MATCH J �• ° � I I I OF FORGING5" MODEL: FIRST FLOOR ON 3/4" PLYWOOD W3 HORIZONTAL RAILING IN BLACK a NEW WOOD STAIRS WITH WOOD z u TREADS TO MATCH FLOORING I I FINISH W' N w g i I AND PAINTED RISERS - STAIR I I a N c� RAILING: BY "HOUSE OF NEW DOORS WITH W• N o C, FORGINGS" MODEL: HORIZONTAL I CLADDING TO MATCH RAILING IN BLACK FINISH I I EXISTING FRAMING SEE Q H p INTERIOR ELEVATIONS 24x48 LOCATE DOOR IN FIELD N y d) I I I I W/ ARCHITECT it II G -- ------ ---- -- ---- -- - - -- --- - -- --- - -- -------- ------ -- - - - ---- -- - - - - -- II II II PSE o` NSW y El s DN NEW WINDOW5 IN I I I I NEN w1NDOW5 IN EXISTING O7?o1 OPENING I I I I EXISTING OPENING ''�S - \�G FROJE NO: — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Loll TA24510 TM4510STATI NARY 1405A AW251 AW251 TA24510 TW24310 DRAWN BY: N� ROOF BELOW 6'-1" s'-8" 2'-g" CHECKED BY: VERIFY VERIFY VERIFY VERIFY DATE: Aug 30, 2017 SCALE: 3/8" = 1'-0' SHEET TITLE: 0 L P L Av% H— SCALE: 3/8" = 1 ' -0" SECOND FLOOR PLAN SHEET NO: BUILDING PERMIT SET r:45TINO SL TE WYs ROUND ALUMINUM GUTTER ON NEW 5/4x6 PVC FASCIA O NEW Ixb PVC FASCIA BOARD EW DRIP GAP OVER NEW 300 s/4x4 PVC WINDOW TRIM EXISTING SHINGLE SIDING TO W EW SLATE ROOFING TO BE REMOVED - PROVIDE NEW Z BOARD AND BATT SIDING W W NEw s/ 4 PVG MATCH EXI5TING ON NEW W W OVER EXISTING PLYWOOD ININ WINDOW TRIMTkOc N !1>J �/� NEA �// WI OW EXI5TING Z NW NW 51 O (� TW24310 TW24310 :7245 T24310 TATINAR WOW ININ OW 0 EW Ys ROUND ALUMINUM AIA251 A0251 -41 iTATI NAR TATI NAR GUTTER ON NEW 5/4x6 > r EW DRIP GAP OVER NEW NE DRI G o R W PVC FASCIA O O s/x4 PVC, TRIM NEW s 4x4-PVC TRIM /4x4 PVC WINDOW TRIM /4x PV Nll OW I Z 411 Uj W OVERHANG 4X6 NE!W B GE5 AND 4x8 I OW WI OW WIN O NEW NEW NEW ENTRY SID DOOR SID 25 G 125 G 5 EE�: W 5/4x4 CORNER H1 'x8 �11 �H I "x6 PVG BOARDS Z m 04� \NN 43 W r sx \ 7 O NEW /4x4 E T N O 7 x E T G O 7 ' ..... pz r- SIDING-ONIER- EXI5TING 5HINGLE 51DING TO INEW 514" PLYWOOD OVER IEXI5TING BARN BOARD %0-w;"p` 0 U H SCALE: 3/8" = V -0 ca Z. co a• CD [71M � oma ^ a O W J• w z wa ~ a z u W- v w u 17 � C EXISIN6 LA aN0 � �. W. N = M U W Y2 ROUND ALUMINUM GUTTER ON NEW 514x6 PVC FASCIA pF Nr IWY ooe NEW Ixb PVC FASCIA BOARD NEH s NEW DRIP GAP OVER NEW W yy WINDOW TRIM s/4x6 PVC TRIM W W NEW s x4 PV EXISTING 5HINGLE SIDING TO EX REMOVED - PROVIDE NEW lz WINDOW TRIM BOARD AND BATT SIDING OVER EXISTING PLYWOOD PROVIDE NEW LCC TW24310 TW24310 N W NEIN W NEA FLASHING ROJ NO: EXISTING WIN OW WI OW WIOW WIN OW TW24310 TW24310 1405.4 NEW Ys ROUND A 31 31 A 31 I DRAWN BY: N` ALUMINUM STRUCTURE ROOF I NG AND C GUTTER ON - STRUCTURE TO REMAIN NEW 5/4x6 CHECKED BY: PVG FA501A EXISTING SHINGLE SIDING TO BE REMOVED - / \ / \ s DATE: Aug 30, 2017 yyIke! NEW 5/4" PLYWOOD OVER / \ I�_I�� / \ TRIM AT DOORS SCALE: If _ 1 WIN OW EXISTI G 13ARN BOARD // \\ RI /' \\ 3/8 1 -O GE DOORS c 125 s �/NEW \\ \ SHEET TITLE: EXISTING G w1NDow TRIM / New \ DOOR DOOR FWGD'1080 FWGD7080 SOUTH \ / \ / EXISTING 514INGLE SIDING \ \ TO 13E REMOVED - PROVIDE NEW CEDAR NORTH 5HINGLE 51DING OVER NEW 5/4" PLYWOOD ELEVATION -- - - ---- -- -- - - -- -- -- ---- -- ---L -- - -- ------ — --- - - --- -- -- - ------ ----- --- - -- ---- - -- — SHEET NO: NEW s/4x PVC TRIM AT DOOR5 aft KIM V A T I wf*"' N SCALE: 3/8" = l ' -O" BUILDING PERMIT SET W 5/4x6 PVC FASCIA W 5/4x6 PVC FA501A W DRIP GAP OVER NEW EW DRIP GAP OVER NEW s/4x4 PVC WINDOW TRIM g/.uc4 PVC WINDOW TRIM PROVIDE NEA LOG —' FLASHING W EXTERIOR CUSTOM BARN DOORS �y WITH FUNCTIONAL 5LIDING EXTERIOR WI OW BARN DOOR HARDWARE 81 N w NE IN EY4 Y2 ROUND WI OW WIN OWW Y2 ROUND ALUMINUM NEW Y2 ROUND ALUMINUM A 81 81 GUTTER ON ALUM I NUM NEN 4x6 O_ T� NEW ROUND GUTTER ON PVC, FASCIA Z ALUMINUM NEW FAx6 GUTTER ON PVC FASCIA NEW 5/4x6 NEW 5/4x6 PVG FASCIA PVC FASCIAO O dJ R�OOF O MAI W Y2 ROUND N W NEIN W ALUMINUM WI OW WINDOW WI OW W 5/4x4 CORNER NEW 5/4x4 CORNER GUTTER ON W PVC BOARDS PVC BOARDS NEY4 5/4x6 PVC FASCIA n > NEW 5/4x4 CORNERI N5/4x4 CORNER PVC BOARDS W OVERHANG 5 PVC BOARDS OVER ENTRY INTiO TA28410 DHP56410 TM8410 BARN WITH NEW EXISTING 5HIN6LE ROOFING AND EXISTING SHINGLE z SIDING TO BE SIDING WITH 2x4 SIDING TO BE REMOVED - AND 2xb FRAMING REMOVED - W NEW Ixb PVC FASCIA BOARD PROVIDE NEW ROOF PITCH PROVIDE NEW CEDAR SHINGLE NEW 5/4x PVC BOARD ICN MATCH EXISTING NEW Ix8 PVC FRIEZE BOARD CEDAR SHINGLE SIDING OVER NEW SIDING OVER NEW O W Y2 ROUND ALIUMINUM 5/4" PLYWOOD GUTTER ON NEW 5/4x6 PVC DRI 5/4" PLYWOOD OVER EXISTING FASCIA CAf O OVER EXISTING BARN BOARD 5/4XBARN BOARD EW OVERHANG N P4 NE W TTRRI WI OW NE W 4X6 BRACES AND WIN OW NINI>0W WI OW 4x8 BEAM GXI 5 GXI 25 GXI 25 TATI NAR TATI NAR NEW ° W PVC BEAD DOOR HA L FOR BOARD PANELING NEW 5/4x4 FW612080 SLM BA IN OORW 5/4x4 W Ix PVC EX TIN SHI GLE SIDING T ENG EN LO OU D CORNER PVC BOp��S CORNER BOARDS 2" NEW 5/4x4 CORNER BEREMWEq - Pf OVIIE NE N lool. EQ A IVC BOARDS RD ND A SID G _ LEG IG A S - IDI PVG O R ISTI G P D dJ O M TG EXI INC N 4 BOARDS IT LL -IBEI A17 I 4x PT 05 SE IN " B2 LO SRAt E �tS Z coLL:= Q• M Qi Li F WJ• wz3r ~ a z u LU v � ui C �— W• N 2 C 5 " Q F—• cc 11 co cn L V Affl% 10 H SCALE: 3/8" = V -011 SCALE: 3/8 = V -0" OF NEI'�Y GG FLASHING `� G� 2X6 LEDGER BOLTED TO EXISTING BUILDING STRUCTURE X OOF PITCH TO MATCH 0» GA, ___----ASPHALT ROOFING TO MATCHOJE NO: EXISTING ON %'PLYWD 1405A 2x6 RR 0I6" DRAWN BY: 2)2x8 BEAM N%c W Y2 ROUND ALUMINUM CHECKED BY: GUTTER ON NEW 5/4x6 PVC FASCIA DATE: Aug 30, 2017 SCALE: 3/8" = 1'-0' SHEET TITLE: ONTINUOU5 SOFFIT VENT EAST 2)2X8 CASED W/ Ix PVC TRIM & 2x4 ® 1611 WEST 21-10" 7" EW PVG BEAD ELEVATION! BOARD PANELING EW 4X6 BRACES WRAPPED W/ Ix PVC TRIM BOARD 5'-5" SHEET NO: ROVIDE SOLID BLOCKING IN BUILDING STRUCTURE FOR BARGE SUPPORT I T R`% O �v Dtl I L- SCALE: 3/4 = V -0" BUILDING PERMIT SET c D A B) QD NOTCH EXISTING ROOF RAFTERS �Q� NOTCH EXISTING ROOF RAFTER5 p� TO BEAR ON NEW PURLIN TYPICAL �� NEW bxb ppm TO BEAR ON NEW PURLIN TYPICAL NEN 6 POST �` NEW 6x6 ��-� A 5 NEW 6x6 NEW bxb O PURLIN POST PURLIN TOP OF NEW PURLIN 4 BEAM TOP OF NEW PURLIN S BEAM W EXIS IN6 4x6 T N 4Ex6 EXISTI G NEW bxb . Z EXISTING 4x6 EXISTING 4xb SILL PLATE SILL PLATE SILL PLANE BENT SILL PLATE PROVIDE SIMPSON 6 W x 6 PROVIDE SIMPSON A 81 A 81 0520 COIL STRAP G52 O GOI STRAP ST TOP OF PLATE TO C L �yq 6 NEW bxb NEW bxb TOP OF PLATE TO ♦♦^^ SIDE OF POST NEW 4xb NEw 4x6 V, „ POST POST SIDE OF P05T W W 20 LENGTH TYP BRACE " BRACE 20 ENGTH TYP wIN ow wl ow D L x Q W NEW 4 GE BRACE EXISTING 6x6 TIMBER BEAM EXISTING bxb TIMBER BEAM NW NEN NWc O O WIN OW WINDOW WI OW A + f A z C W B B OC TM0410 12HP56410 TW28410 EXISTING 6X IPOSED EXISTING 6x6 W POST MING EXISTINS bxb PG>ST EXISTING 6X6---, P05T j O EXISTING 4x6 FLOOR JOI5T5 REMOVED >::::: - - - --- - --- - -- - >: - --- - -- -- - —— ——— — —— ———— — — ———————— ——— —— —— ———— —— EXISTIN6 6x6 TIMBER TION OF EX 5 INC 6x6 TIM IR. REMOVED REUSED +/ Ia EXISTING bxb TIMBER EXISTING 6x6 TIMBER REMOVED AND REUSED +/-24' FA612080 EXISTING ?`:< EXPOSE NEW FLOORIN FRAMINGNEIN ON 3/4 LYWOOD O TO REM ON 3/N4" P�YWOOD ION NEW x SLEEPERS 6" OG NEW PTL 2x 5LEEPER5 ® 1611 OG ON VATC BARRIER 15TIN6 ON VAPOR BARRIER ON EXISTING GONG SL 0 TYPICAL GONG SLAB TYPICAL EXISTING bXb IFEXISTING 6X6 EISTIN6 bX EXISTING bxb ca Z• ..„ ... ... ......... ,.<r .h.., .. ., , - :. ::r;a 9n:. •.S^: ::,;:: ,}.:..:, :n :;{,i ..< x Y2:c ::+f:o:'x:i '''.a':'. :v>.%d . ,. .. ... ..x `.' .., n. ..:. :.: ::,.... TOP OF GONG SLAB .. _ .:. c TO O GO GS B NQ• Mc °' r -J �• o 4 F04o SPRAY FOAM IN5LATIbN TYPICAL EXISTING GONG SLAB I SPRAY FOAM INSULATION TYPICAL EXISTING CONG SLAB LLJ J• W ? w a � � I _ RPROVIDE NEW2" DATION I I W• M p Lf ORd —JL FT6 BEYOND - 56" L—J W• a in o `� BELOW GRADE - PROV c*1 x V P05T ANCHORS Q BUmT 1 N Co. WEtit INTERIO� RL&I SCALE: 3/8" = 1 ' -0" 0 srF��� Y"2 2" Y2 z" PROVIDE SIMP50N 0520 COIL STRAP TOP OF PLATE TO �`W SIDE OF POST 3/4" M.B. TYP o' 1 G� 3/5 x5" STEEL 7 20 LENGTH TYP EACH SIDE OF PL 3/4" M.B. TYP TIMBER \ OJE 'IVO: 3 _ 1405A 8 = - M.B. T`t'P 2" .2 2" 2" 2"L. /8"x5"xIO" cV 5" 3" 211 (V DRAWN BY: STEEL PL. m N Nc =N EACH 51DE � i cV CHECKED BY: OF TIMBER 3/4" M.B. TYP cV ry —_ = ------------- DATE: N 5/8"x3" 3/4" M.B. TYP iy 3/8"x3" N 3 a— _ _ 8 MI Aug 30, 2017 in (� % cV STEEL PL �'' cV STEEL PL �''�� N =ry _ SCALE: _ iv N ------- ---- cv m 3/8 — 1 -0 4;1/' ---------- SHEET TITLE: 38 m 58 = 3/4" M.B. TYP 3/8"x5" STEEL PL " BUILDING Ir 7r 11 lo /8"x5" STEEL PL /8"x5" STEEL PL EAOH SIDE EL /8"x5" STEEL PL F MBERIDE OF 'I EACH 51DE OF �,, (y TIMBER I TIMBER EACH IDE OF 2" 2112" 2" 2" /8"x5"' STEEL PL SECTIONS �2 2" �2 Y2" 2 1y2�� TIMBER 38 �'' ��� 2" �2�� �2�� 2 �2 EACH SIDE OF q 11 1 7r TIMBER A I L SHEET NO: TA I L D E�l AIL Dt ] AIL DEI�AIL Dt E AIL ABSCALE: 1 1/2" = 1 ' - 0" SCALE: 1 1/2" = 1 ' - 0" SCALE: 1 1/2" = 1 ' - 0" SCALE: 1 1/2D " = 1 ' - 0" SCALE: 1 1/2" = 1 ' - 0" SCALE: 1 1/2" = 11 , 0" BUILDING PERMIT SET c D B C NEW bxb RIDGE tiG NOTOH EXISTING ROOF RAFTERS f tiQ NOTCH EXISTING ROOF RAFTERS TO BEAR ON NEW PURLIN TYPICAL �Q� ��p� TO BEAR ON NEW PURLIN TYPICAL Q POS bxb `9fi� ���\�b POS bxb �� >"' ��- NEW bxb �-I- NEW bxb PURLIN PURLIN TOP OF NEW PURLIN 4 BEAM TOP OF NEW PURLIN d BEAM W Z EXISTING 4xb EX (STING 4xbNEW bxb NEW bEXI INC 4xbEXISTING 4xb ♦♦V^^♦ BEAM BILL PLATE SILL PLATE BEAM SILL PLATE SILL PLATE PROVIDE SIMPSON PROVIDE SIMPSON G 520 COIL STRAP COIL STRAP O W TOP OF PLATE TO TOP OF PLATE TO NEW 4xb NEW 4xb E 4x6 SIDE OF P05T NEW 4xb NEA SD I E OF P05T T NEW bxb Z NEW bxb tt ii 20 LENGTI-1 TYP $RAGE BRACE GE BRAGS BRACE 20 LENGTH TYP P05T POST EXISTING bxb TIMBER BEAM ®FT EXI TING bxb TIMBER B ,4M O O E Z F- EXI5TING bxb TIMBER BEAM - -- - ---- -- -- -- ---- ---- - - - A W _"i`' EXISTING bxb TIMBER REMOVED AND REUSED +/-24' __ _ }:• A A - -- - - TT— - - - - --- - ---- -- - - -- -- -- -- - : �� XISTING BRACE TO 5 M EXISTING BRACE TO //j NEW bxb NEW 4x4 \\ C REMOVED BE REMOVED / / POST (OLD) POST NEW bxb \ / FOR RAILING P05T \\\ TYPICAL \ iGGGG NEW RAILING: BY "HOUSE \\\ Z B OF FORGING5" MODEL: \ W HORIZONTAL RAILING IN \\\ \ \ EXISTING bxb � 0 � BLACK FINISH EXISTIN\ POST O N � N EXISTING &Xb--,,, EXISTING byCb POST TOP OF FIN FLR AT LOFT -----------P O5T — — — ——— — —— — —— — — ———— —— —— —— —— ———— ————— —— — — —————— - >':.::;. EXIS NG 4xb F OORJOISTS REMOVE . ' >.......... . .... :.....:` , '. '. a.. .. ...... . .... ...:: TI L ...., .,.,...-•. —— — — — —— —— — ——- - ———— —— ———— ——— — + - USED 4 ,.:_ ... .. . . .... ...... .. ... . _ 6 bxb TIMBER REMOVED AND RE 2 EXISTIN •��• �,. NEW WOOD STAIRS WITH WOOD ——— —— — — —— — — — — ———— —— ——— — — — ———— —— ———— —— —— ———————— - ::Y, v x TREADS TO MATCH FLOORING V. •t t EA. AND D - A - IS 6 6 A PAINTS RISERS STAIR EX TIN bx ... .. .. . . ... . .. NEVA DOOR WITHRAILIN67: BY "HOUSE OF .... .> ......+...,. ....v .. l POST G ADDIN T M FORGI 65MODEL• HORIZONTAL EXISTING FRAMIN G RAI IN6 IN B AGK FINISH _ x L L r „ NEA WOO D FLOORINry ON 3/4 PLYWOOD ON •. .... ..:.>', •.:. ....:..,.-:;,:,:',:. ;NEfN`W •..�:�•'!30 .�Cs'�<�.. ......... .. x SLEEPERS ® I b OG :QN. :P' Qi'�::• EW PTL 2 .8 �•. L; U1�:;:� x:?s ON BARRIER EXISTING VAPOR t'Y ONG SLAB TYPICAL r.... N r 11 �yn 4. C r V/ A , :..-..... ... ..moi:• Q, ..,. s .. ::.�. .. b --EXISTING bXb EXISTING bX6 ... . � .r.. : . . . . ,. . .. .. . ._ , .... , . .. > .. . �:�::•. 'r';" r EXISTING 6X �r�� EXISTING bX6 ,J �. o Y !. :. .....: . /•.. T :. : ,. ..,:..� .... ,,. ,. .. ...c. ., .. fir; .t. : x y. .... ...:::., .. r ., .. .. ...... .. _. ._..... .:. :... .,.. V.V b MDG :;�?�C.-. OF GONG SLAB �,.:. .:.... : ,,. ..., .. u, w�*,>. '}`..Gx �,�::.,.: .,��r,..J,:7 %X�.i1�v: .�r� �i,:.:, F;ii`._..'�.' O TOP u.. <. ,... ..... „_.,..:..,:. ,,.:.:.... TOP OF GO G SLAB EX[5T x .. ,, J � � TOP OF GONG SLAB GRAVE W w z D F- a z u f Lf NEA DOOR WITH = LUG � M � C SPRAY FOAM INSULATION TYPICAL EXISTING GONG SLAB SPRAY FOAM INSbLATIbN TYPICAL EXISTING GONG SLAB I GL�DDING TO MATCH a N o EXI�iTING FRAMING W v I V-------"—\/ERIFY EXISTING FOUNDATION , L —J OR PROVIDE NEW 12" DIA —J GONG FTG BEYOND - 36" � BELOW GRADE - PROVIDE POST ANCHORS IOU T # B EEL 8-j E T 3 SOF MEWy S-rt- OrQ 01/95 A �R �G P OJEC,�Jf�O: (/ 1405A DRAWN BY: N� CHECKED BY: DATE: Aug 30, 2017 SCALE: 3/8" = III SHEET TITLE: BUILDING SECTIONS SHEET NO: BUILDING PERMIT SET c �G � NOTCH EXISTING ROOF RAFTERS Fps ppm TO BEAR ON NEW PURLIN TYPICAL C� NEIN bxb ` F.05T �� NEW bxb 0 PURLIN TOP OF NEW PURLIN 4 BEAM E XISTING ROOF STRUCTURE OF G ARAGE B EYOND W NE 01 bxb W 1 6x6 Z EXISTIN6 4xb P T WIOW EXISTIN SILL PLATEE. G 4x6 W bxb SILL PLATE 81 BEAM W bxb NEW 6<6 O W POST 4W 4xb NEW 4x GE BRACE EXISTING 6x6 TIMBER BEAM 00 A - - - W LEXIS ExPo 5ED C FRAI INC B TO FfMAIN I ING STRUCTURE EXISTING GEL :�.: NEW OORS WI '�.� :�\:�:�:;.`�'•:-� ,. ;:�::r�'`:''::' � NEW OOR WIT OF GARAGE BEYOND GL DING TO ATGH G A INC TO TGH L Z EX I G FRA I G EXIS ING FRA I G - - -- -- -- --- --- N W NE bxb W bxb' EXISTING bXb > POTROST POST EXISTING bX Q POST TOP OF FIN FLR AT LOFT EXISTING bxb TIMBER BEAM NEW 2x10®Ib"OG W/ TYPE "X" GYP BD ON NEW TYPE "X„ GYP BD ON CEILING OF GARAGE - EXISTING WALLS ri QL OF GARAGE 5-1/2" O.D. PIPE COLUMN ON EXISTING FOUNDATION PROVIDE POST ANCHORS TOP AND BOTTOM otS Z EXISTING 6x6 TIMBER REMOVED AND REUSEDN Q• M TOP OF GONG SLAB 0 -! �• o F O O} EXISTING GONG SLAB W -J• F Z Q z LL � W• vuiw VERIFY EXISTING FOUNDATION L— OR PROVIDE NEW 12" DIA GONG L — J W a a FTG BEYOND - 36" BELOW Q GRADE - PROVIDE P05T ANCHORS V) tq OF NEtV Y EAST- 11NOTERIOR ELEVATOIRMO-I S��G.� �.S SCALE: 3/8 1 0 0 - 5 G� PAOjpTNO: 1405A DRAWN BY: N� CHECKED BY: DATE: Aug 30, 2017 SCALE: 3/8" = 1'-0' SHEET TITLE: BUILDING SECTIONS SHEET NO: BUILDING PERIMIT SET 3 5 O w Z NEW bxb RIDGE ♦♦^^ v♦ z Ow TOP OF NEW PURLIN 4 BEAM Ommft NEW bxb PURLIN A I A O w NEY I 6x6 BEA NOW Z EXISTING 4x6 511 L EX15I x w EXISTING ISTING bxb1 77 MI TGO x TING 6x6 BEAM EXIT G 6x6 EXISTING EXISTING EXTERIOR O BEA EXP 5ED USED ROOF STRUCTURE AND ROOFING F ING W W TO MAIN Yi W WI OW WI OW WI OW WI OW EXISTING SUBFLOOR �. T EXPO 0 _ TW24310 TA24310 N W N W N W N W TW24510 74310 FRA I GWI OW WIN OW WI OW WI OWTO AIN �t ry A 1 A;(51 A 31 A 1 EXISTING CEILING 5TRUGTURE 11 AII NEW bx I T FLOO N 3/4" P OD NEW TYPE "X" GYP BD ON BEAM T , WALL5 AND CEILING OF y� b GARAGE BEA NEW TYPE "I GYP BD ON 1ST:, XISTING 6 XISTING x EXISTING bxb EXI5TIN6 6x6 6ARA6E 51DE OF WALL Z BEAM TO BEAM TO BEAM TO BE BEAM N c REMOVED N P.EMOVED MOVED AND {iy 2x10®Ib"OG 3-I/2" O.D. PIPE COLUMN co Q REUSED REUSED USED yl/ -1-fPE "X" GYP BD ON BEYOND ON EXISTING EXISTING EXTERIOR -. CEILING OF GARAGE I FOUNDATION PROVIDE WALL —� owe EXI ING IX 2 P05T ANCHORS TOP w a O r E SED W J• FWGD7050 FWGD7o80 w I AND BOTTOM G NEW 2X4 STUD WALL ~ Z z LL U = a TO MAIN W/ IX BD PANELING ONLd Le C�� :3 LLJ POOL HOUSE 5IDE OF WALL I O / � O NEW WOO F OORING AND TYPE "X" GYP BD ON EXISTING WALL N n — I`— W 2 r , .^ ON 3/4 L OD ON t' GARAGE 5IDE OF WALL TO BE REMOVED NEW PTL LEEPERS ® IIc � r Q " Q �"'• U ON VAPORB BRIER ONE I I I NEW 4 THK GONG SLAB GONG SL I ,AL W/ 6x6 10/10 MM OVER EXISTING 6x6 N N COMPACTED SUBGRADE BEAM TO BE ;. EXISTING GONG 51 REMOVED AND .v, is :...,..0< .1. ...,.�.,x.{wf'.. ....,., .. .v,s.ric. w.,r..........S .. ........ _s.., s. ..S,Y. \ ..'ii.. .,w+' s',i:c...:>sY. �:Ma< a...X, 5: >.a h. ..1> ,a.L,.....,:: •+:+ REUSED TOP OF GONG SLAB ., .,. :.�., ��., ,r.�` n,>a... �..,. ..�., s r. ,..x . . \-EX15TIN& 6X6 NEW DOOR WITH EXISTING 6Xb EXISTING 6X6 DOIC CLADDING TO MATCH SPRAY FOAM IN5UL#TION TYPICAL EXISTING GONG SLAB—/ DO< EXISTING FRAMING DO< (S OF NEW y EXISTING FOUNDATION EXISTING FOUNDATION EXISTIN6 FOUNDATION ���G��•STF�� ,� AND FOOTING AND FOOTING AND FOOTING 011 K INORTuno llftMmI` E "" 10 "R" ELEVATIOINo- SCALE: 3/8" = 1 ' -0" f-ROJPCT NO: 1405A DRAWN BY: N� CHECKED BY: DATE: Aug 30, 2017 SCALE: 3/8" = 1'-0' SHEET TITLE: BUILDING SECTIONS SHEET NO: BUILDING PERMIT SET 1 O W Z ci)Z _ o = > o o � Z TOP OF NEW PURLIN 4 BEAM W NEW bxb PURLIN NEW 6xb PURLIN ipZ NEW b BEAM W EXISTI X5T G4x& 5ILL P O WINDOW HEAD EXISTIN r AT BOTTOM _ EXISTING LISTING bxb BEA I G EXI5 6X6 BEAM M EXISTING EXTERIOR BE ROOF STRUCTURE AND ROOFING G bxb HEIGH BOTTOM W W E REMOVED 01 A F EXI5 BEAM WI OW WI OW HT BOTTOM WI OW WI OW N W EXI5 I G BEAM WI OW EXI ING :y EXP 5ED W N W A 51 F ING WIN OW WI OW EXISTING SUBFLOOR TATI NAR TO MAIN TW24310 TW24310 51 A 51TW24310 TA24510 = EXI5TING CEILING STRUCTURE IY EX TING EXP ED F MING TO MAIN N NEW 6 6 NEW TYPE 11X° GYP BD ON 'M. . EXI TING XPO D BEAM GEIL ING OF GARA GE od Z 'i'G� -l�YT1t�1 5.. F ING O AIN N Q • M u u NEW TYPE X GYP BD ON EXISTING 6x6 J Y n EXI5TING WALL5 OF GARAGE BEAM B A'#�4'. O B NEIN NEW WI OW VINVON J<1C3 17` 4f� D A D MO W J• 11 E w z II NEW 2x10 ®Ib OG ,•v G 2 — a GO UMN 3 O.D. PIPE L 12 / REU u u E — Q z u TYPE W S W/ GYP BD ON X O v BEYOND ON EXISTI NG PR VIDE NEW u.i - W G 125 G 125 n c CEILING OF GARAGE M d � - EXPOSED FRAMIN FOUNDATION PROVIDE G I a � N :�1 N 0 POST ANCHORS TOP -..'..... . :...:.^,..>:,..... .... ..,., ..., . .:,.:. �:. _ TO MATCH EXISTING LUN .. .....-,..r... ..,..., ;.r. ,.i n AND BOTTOM (r1NE W �X4 STUD WAL L •l i •:-r U :7" •1 W/ IX BD PANELING O Q U - O OUSE SIDE OF PO H WALL r;•�� L TIG E EXI5 N WAL TO B �iJ REMOVED ? AND TYPE X GYP BD ON ,. co co GARAGE > SIDE OF WALL W WOOD FLOO ING REF _NE OI ON 3/4II PLYWOOD ON W PTL 2x SLEEPE r_-7ARAr.-;E ARA&E RS a 1611 OG L` NEW CABINETRY W/ ON VAPORA B RRIER ON EXI5 N PLYWD BEHIND TI G EXISTING 6x6 •` _ _ µ;; : GONG SLAB TYPICAL BEAM TO BE ' REMOVED AND REUSED ,. ..: .4. ... . , _ ,, .. .... . .. ....... . . �: { «.::. CONO SLAB PSE OF NF�,Y NEW 4" THK GONG SLAB EXISTING GONG SLAB EXISTING bxb \_ EXISTING 6XoIl EXISTING GONG SLAB EXISTING 6X6 �G.( L• STFFC�A� SPRAY FOAM INSULATION TYPICAL �� c �yd�� 2 W/ bxb 10/10 MM OVER � },, v COMPACTED 5UBGRADE a VERIFY VERIFY VERVERIFY EXISTING FOUNDATION EXISTING FOUNDATION EX15T'ING FOUNDATION AND FOOTING AND FOOTING AND FOOTING 0170 ROJE NO: SOUTH 11NOTER'NOR 10imm 1405A DRAWN BY: SCALE: 3/8" = V -0" NS CHECKED BY: DATE: Aug 30, 2017 SCALE: 3/8" = 1'-0' SHEET TITLE: BUILDING SECTIONS SHEET NO: BUILDING PERMIT SET WIND-BORNE DEBRIS PROTECTION FOR OPENINGS HOT 3 STRUCTURAL REVIEW B`r STEVE MARESGA, PE FOR WALL OPENING PROTECTION OF 120 NIMH 3-SECOND WIND GUSTS 188-0-7 NEST M,ONTAUK H 16HWAY, HAMPTON BAYS, N)--N)-- 11 c146 ( MAXI MUM MEAN ROOF HEI CHT: 359 51MPWN L5TA - 20 6A6E PHONE ' ` HOE 651 -72v¢ 014aO RIDGE STRAP - ALL ROOF RAFTERS I �F�R USE/OCCUPANCY N VEWOF STRAPCLASSIFICATION DESIGN GN CRITERIA: ICE SHIELD UNDERLAYMENT S I NCGLE FAMILY RES I DENT I AL SHUTTER ASSEMBLY 1 IS, , REQUIRED - 24 FROM EDGE DESIGN IN AGGORDANGE WITH AMERICAN N.T.S. oil' FOREST PRODUCTS WOOD PRAMS FOR PANEL SPANS: O < 4'0 WIDE SPAN 1 � ° CONSTRUCTION MANUAL FOR 1 + :2 FAMILY HOUSE 25/52" (5/4") APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I \ HEIGHT PRESCRIPTIVE METHOD \ (OVERLAP AROUND OPENINGS 4") I ALTERNATE P051TION OF 1 ° HURRICANE CLIP USE 5�i-Oii MAXIMUM ASSEMBLY: I,- I I 51MP50N H3 GROUND SNOW LOAD - 45 PSP. ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ °I ( P I RST LEVEL - 40 PSP. L.L. #10x5" (w/ WA5HER5) GALVINIZED OR STAINLESS STEEL I I LIVING AREAS - 40 PSP. L.L. WOOD SCREW a I6" O.G. d -" SIMPSON H2 HURRICANE BEDROOMS - 30 PSP. L.L. ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: I I CLIP NAILED. FROM RAFTER TO STUD. - WIND SPEED - 130 MPH #10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-I/2 ( w/ WASHERS) I 1 FIRE AREA � MACHINE BOLT 12" O.G. o I T5rnlSd NAILS EACH END SEISMIC DESIGN CATEGORY - B I RESIDENCE: X WEATHERING - SEVERE \ s I Q - EXPTAET D TODTOP OFTOPO PROVIDE 8d COMMON FROST LINE DEPTH - 36" w PLATE. E�ERIOR ED O.C. of ALL TERMITE - MODERATE TO HEAVY Z SHEATHING. TYPE OF CONSTRUCTION DECAY - SLIGHT s GONVENTI OVAL LIGHT FRAME WOOD ICE SHIELD UNDERLA`r'MENT REQUIRED - YES Cf) I CONSTRUCTION Z I II O W p JL lei- I ULTIPLE SECTION ASSEMBLY: I I I 1/4 THICK BOLTS @ 21 OG GENERAL NOTES 00 ZIF— 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 15. SEWAGE D 15PO5AL SYSTEM AND FRESH WATER SUPPLY W I I I I I ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL SHALL BE DESIGNED AND BUILT IN ACCORDANCE I I I 1 I CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. I PLYWOOD SHEATHING CONSERVATION CODE, AND LOCAL AUTHORITIES. i i I I I 1 „ 711o, TO OVER LAP BOX 14. TH15 STRUCTURE HAS BEEN DESIGNED IN ,f' BEAM - TOP + BOTTOM. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY MINIMUM 28 DAY STRENGTH OF 3000 PSI CONSERVATION CODE. SIMPSON M5T271 1/2" WIDE - 20 6A6E 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL Z METAL STRAP ®48" 00. LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. uJ I't' 1�, 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE SHUTTER ASSEMBLY I I 1 ' I DOUBLE TOP STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. I 2 x 6 ®I6" O.G. PLATE 1'7. ALL STRUCTURAL STEEL TO BE ASTM A56 WITH ONE O N.T.S. 1 1 1 1 I I STUDS PARTITIONS, EXCEPT AS NOTED ON DRAWING. I I II , 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND GOAT EPDXY PAINT. ALL FASTENERS TO BE A5TM FOR PANEL 5PAN5:4' OR WIDER SPAN 1 I I FLOOR BEAMS. SPAG I NG NOT TO EXCEED 8.0 FT. A-325 BOLTS, 5/4" DIAMETER. I I I I I b. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 15. CONTRACTOR SHALL OBTAIN ALL PERMITS AND 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I I VERIFIED BY CONTRACTOR(S) PRIOR TO START OF „ I I INSURANCE NECESSARY TO PROTECT THE ENGINEER (OVERLAP AROUND OPENINGS 4 ) WRAP + NAIL STRAP AND OWNER. 2x4 STRONG-BACKS @ 24" OG I°j-' 1°j - AROUND SILL PLATE 4 - Sd NAILS CONSTRUCTION AND ORDERING OF MATERIALS. THIS 1 I I AT ANCHOR BOLT FOUNDATION HAS BEEN DESIGNED FOR A SOIL 11. 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. I). PREASSEMBLE PLYWOOD TO 2x4'5.. # 10x3" (w/ WASHERS) GALVINIZED OR I I 1 1/2" WIDE - 20 6A&E LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT METAL STRAP ®48" oC. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL STAINLESS STEEL WOOD SCREW L 12" O.G. I°r' CONCRETE SLABS TO BE COMPACTED TO 415% AND IN BASEMENT ( IF APPLICABLE ). P051TION NEAR 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ - -NAIL SHEATHING TO SILL PLATE =,•...,. 5d NAILS ® 4" O.c. RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. #10x5" (w/ WASHER5) GALVANIZED OR 5TAINLE55 STEEL ' `'A-"'' .: WOOD SCREW ® I6" O.G. 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: 2 - #5 REBAR '� ' ;:�; 2 x 6 SILL PLATE 7• ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE #10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-1/2 ( W/ WASHER5) tr},';`�; AGO TREATED. SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER ON EACH LEVEL OF DWELLING A5 REQUIRED BY ad Z. MACHINE BOLT a 12" O.G. BY TRIPLE UPRIGHTS. ALL HEADERS TO BE NEW YORK STATE BUILDING GORE. ��//�� SEE FOUNDATION DWG. +:•.,-; MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. FOR DE516N. ''", Y '`` S/8" x 12" A.B. ®48" OG. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO :.;44'. w/ FENDER WASHER. J o 8. PROVIDE FIRESTOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT N a o M WINDOWS - GLAZED OPENING �' ' �}�� t. PENETRATIONS NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE w W Z W a. PROVIDE FLASHING AT ALL ROOF BREAKS HOUSE BE UPGRADED WITH HARD WIRED 4 caZ PROTECTION 15 REQUIRED FOR ALL GLAZED AREAS. CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERGONNEGTED SMOKE ALARMS. = W• ' o IN ACCORDANCE WITH LARGE M1551LE TEST OF ASTM E Iggb AND OF ASTM 1886. CONTRACTOR MAY USE WOOD STRUCTURAL PANELS AND DECKS FTG.. a N c� W. w x M 23. THE NYS GORES AL50 APPLY TO ACCESSORY IN LIEU OF THE ABOVE MENTIONED WINDOWS. HOLD DOWN + SHEAR CONNECTION 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH CRITICAL LOAD PATH HARDWARE PROVIDED. FA5TENER5 TO BE DESIGNED TO 11. ARCHITECT NOR ENGINEER IS NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIIND LOAD N U) ALIGN WITH WINDOW JACK POSTS , HEADER + SILL PLATE. FOR THE INSPECTION OR SUPERVISION OF PANELS TO BE MAINTAINED ON SITE. SHALL COMPLY A/NYSBG CHAPTER #2304.c1h THIS CONSTRUCTION PROJECT. FEDERAL, STATE LABEL LOCATIONS ON EACH PANEL. AND LOCAL ZONING AND BUILDING GORE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. OF NP-11, NAILING SCHEDULE FRAMING NOTES ����� k_STF�r �� TAKEN FROM 2015 EDITION INTERNATIONAL RESIDENTIAL GODS I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4 DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTERo.c. EXTERIOR EDGES AND 6 d ® 12" o.c. . � '�- • o INTERMEDIATE. �c Oy 953 SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES is 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" h MIN. THICKNESS OR AS NOTED. 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING RAFTER/TOP PLATE 5-16d (TOE NAILED) AND WATERPROOFING SHALL BE BY ARCHITECT. PROJ O NO: o < lO ° CEILING JOIST/TOP PLATE 4-5d (TOE NAILED) 5. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, 1405A CEILING J015T/PARALLEL RAFTER 8-16d (FACE NAILED) EXPOSURE I, 5/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE DRAWN BY: CEILING JOIST LAP5 OVER PARTITION 7-16d (FACE NAILED)' PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE UT _ COLLAR TIE/RAFTER 4-I0d (ea. end 1-1/4" :strap) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR &ABLE ROOFS BLOCKING/RAFTER 4-5d (TOE NAILED) �� TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE CHECKED BY: o < Io RIM BOARD/RAFTER 4-I6d (END NAILED) 4. ALL HEADERS 6-O AND OVER SHALL BE SUPPORTED NS WITH DOUBLE UPRIGHTS, Q'-O" AND OVER WITH CLIPS AT ALL PERIMETER JOIST TO GIRDER TOP PLATE/TOP PLATE 2-I6d (FACE NAILED) CONNECTIONS. DATE: oTRIPLE UPRIGHTS. ALL HEADERS SHALL BE A a TOP PLATE AT INTERSECTIONS 4-16d (FACED NAILEID) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. Aug 30, 2017 15. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA h STUD/STUD - 2-I6d (PAGE NAILED) SCALE: HEADER/HEADER I6d (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-I6d (END NAILED) AND FLOOR BEAMS AS PER N.Y.S. CODE OR A5 NOTED PRODUCTS OR EQUAL. ALL JOIST5, GIRDER5 AND lo° o e,45 0 _ ® 8-O O.G. MIN. PROVIDE 2 SPACE FOR AIR HEADERS SHALL HAVE SHEET TITLE: BOTTOM PLATE/FLOOR JOIST 3 16d (FACE NAILED) BEARING STIFFENERS INSTALLED o JOI5T/5ILL, TOP PLATE or GIRDER 4-5d (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 7hl BLOCKING/JOI5T 2-I0d (TOE NAILED) stairs etc. ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE 1 5/4" GABLE ROOFS BLOCKING/SILL orTOP PLATE 5-I6d (TOE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR NOTES & 0 0 ?. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL 100< o ('30 O 10 < o 4,45 LEDGER 5TRIPBEAM 4-I6d (FACE NAILED)' PERIMETERS. HANDLING, STORAGE, AND ERECTION OF JOIST ON LEDGER/BEAM 5-I6d (TOE NAILED) PARTITIONS OR A5 NOTED ON DRAWINGS. COMPONENTS SHALL BE AS PER MANUFACTURERS DETAILS AT HIGH PRESSURE ZONE - 6 PROVIDE COMMON NAILS" O.G.® 4' O.C. BAND JOIST/JOIST 5-I6d (END NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TVP. BAND JOIST/SILL or TOP PLATE 5-I6d (TOE NAILED) �� WITH RATED GALVANIZED METAL CONNECTORS BY 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF I/2" DIA. o PLYWOOD ROOF DECKING Sd ®4 O.G. EDGES ®8 O.G. FIELD 100< o iso TEGo OR APPROVED EQUAL. STRIP SHEATHING Sd (ONE/RAFTER) GALVANIZED MACHINE BOLTS ® 12" O.G.. SHEET NO: PROVIDE 8d NAILS a 4" O.G. AT PERIMETER INTERIOR PLYWOOD WALL 5HEATHING Sd ®4" O.G. EDGE5, ®8" O.G. FIELD 9. NAILING SGHEDULE SHALL BE AS PER THE N.Y.5. PORTIONS OF PANELS IN HIGH PRESSURE ZONES. PLYWOOD 5UBFLOOR DECKING 8d ®6" O.C. EDGE5, ®12" O.G. FIELD BUILDING GORE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING IS AN INSTRUMENT PREPARED TO NOTE : a = 4 FT. IN ALL CASES 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. BUILDING PERMIT SET