Loading...
HomeMy WebLinkAbout42281-Z Town of Southold 2/7/2019 P.O.Box 1179 CA Z 53095 Main Rd �W-f Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40201 Date: 2/6/2019 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 2200 Deep Hole Dr, Mattituck SCTM#: 473889 Sec/Block/Lot: 123.4-5.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/23/2017 pursuant to which Building Permit No. 42281 dated 1/8/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: RAISED DWELLING FOR FEMA COMPLAINCE, COVERED FRONT ENTRY AND REAR DECK ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Palmer Thomas A Irry Trust of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42281 11-08-2018 PLUMBERS CERTIFICATION DATED 10-29-2018 TJ ANcaro P#nbing l tho U Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT y. z TOWN CLERK'S OFFICE • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42281 Date: 1/8/2018 Permission is hereby granted to: Palmer Thomas A Irry Trust PO BOX 218 Cutchogue, NY 11935 To: raise and construct additions/alterations to existing single-family dwelling for FEMA compliance as applied for with flood permit per DEC Non-Jurisdiction letter& Trustee approval. At premises located at: 2200 Deep Hole Dr, Mattituck SCTM # 473889 Sec/Block/Lot# 123.-4-5.1 Pursuant to application dated 10/23/2017 and approved by the Building Inspector. To expire on 7/10/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $284.00 CO -ADDITION TO DWELLING $50.00 Flood Permit $100.00 Total: $434.00 Buildi l ector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. _ 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: Old or Pre-e isting Building: �(�/n�—(check one) Location of Property: J�0 4A � � /"L h /d6L House NoVolna(r Street n n Hamlet Owner or Owners of Property: 16" am eat '�' 1n Pajlquje Suffolk County Tax Map No 1000, Section � 3 Block Lot �� l Subdivision Filed Map. /��vLot: Permit No. Date of Permit. Applicant: ���� (9Z(CC/ a t-do Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: ( e k one) Fee Submitted: $ A i ant i afar t so Town Hall Annex Telephone(631)765-1802 54375 Main Road CO- Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 ® Ca � �® roper.riche rtttown.south old.ny.us ®LINTY, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To, Palmer Address: 2200 Deep Hole Dr City: Mattituck St: New York Zip. 11952 Budding Permit#: 42281 Section 123 Block: 4 Lot 51 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Richmond Construction License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 200a Heat Duplec Recpt Ceiling Fixtures 1 HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures A 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 Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 200a Switches 5 Twist Lock Exit Fixtures 11 TVSS Other Equipment. 200a overhead service, bathroom addition, move oil burner circuit and recpticle Notes: Inspector Signature: Date: November 8 2018 81-Cert Electrical Compliance Form.xls Town Hall Annex �O Old Tclephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G� •� _ �O Southold,NY 11971-0959 Nl��aUNn BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 10 - Zc�- lg Building Permit No. `` (Please print) I Plumber: () `1 CG4) (Please print) I certify that the solder used in the water supply sys/c:o , s less than 2/10 of I% lead. 7 u ers Signature) Sworn to before me this day of d� �( 20—A— D Fj DD ' Notary Public, County JAN 2 8 2019 PHYLLIS M.LADONNA T°���-�,��r;;� ?�•{.d'_'. Notary Public,Slate of Now York OWN OF SOI�al i a"LD No.011114t111 G39 Qualified in Suffolk County \!� Commission Expires December U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date:November 30,2018 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. SECTION A-PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: Thomas Palmer A2. Building Street Address(including Apt., Unit, Suite,and/or Bldg.No.)or P.O.Route and Company NAIC Number: Box No. 2050 Deep Hole Drive City State ZIP Code Mattituck New York 11952 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) Suffolk County Tax Lot No. 1000-123-4-5.1 A4. Building Use(e.g.,Residential, Non-Residential,Addition,Accessory,etc.) Residential A5. Latitude/Longitude: Lat.40*59'17" Long.72*30'37" Horizontal Datum: ❑ NAD 1927 FX� NAD 1983 A6. Attach at least 2 photographs of the budding if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 1,247.4 sq ft b) Number of permanent flood openings in thecrawlspace or enclosure(s)within 1.0 foot above adja rJE rr7/ c) Total net area of flood openings in A8.b 1,400 sq in DD d) Engineered flood openings? 2Yes El No JAN 2 8 2019 A9.For a building with an attached garage: a) Square footage of attached garage 446.6 sq ft b) Number of permanent flood openings in the attached gara a within 1.0 foot above adjacent grade ®WN �� �" c) Total net area of flood openings in A9.b 900 - sq in d) Engineered flood openings? 0 Yes ❑ No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3. State Town of Southold 360813 Suffolk New York B4.Map/Panel B5.Suffix B6. FIRM Index B7.FIRM Panel B8. Flood Zone(s) B9.Base Flood Elevation(s) Number Date Effective/ (Zone AO,use Base Revised Date Flood Depth) 36103CO482 H 09/25/2009 09/05/2009 AE 6 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 69: ❑FIS Profile ❑X FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 139: ❑ NGVD-1929 © NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes ❑X No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 1 of 6 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. 2050 Deep Hole Drive City State ZIP Code Company MAIC Number Mattituck New York 11952 SECTION C—BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑Building Under Construction* ❑x 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,ARAE,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: Vertical Datum: Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 ❑x NAVD 1988 ❑Other/Source: Datum used for building elevations must be the same as that used forthe BFE. Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor) 5. 8 ❑x feet ❑ meters b) Top of the next higher floor 9. 6 ❑x feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) x❑ feet ❑meters d) Attached garage(top of slab) 5 8 ❑x feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 10 0 feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 5 6 ❑x feet ❑ meters g) Highest adjacent(finished)grade next to building(HAG) 6 1 ® feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or,stairs,including 5 6 ❑x feet ❑ meters structural support 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. I certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ®Yes ❑No ❑Check here if attachments. Certifier's Name License Number John C.Ehlers 50202 Title ��o` N@Ly Y01" Land Surveyor y�Q,°�N c ���o Company Name John C.Ehlers Land Surveyor , I Address ' 6 East Main Street `f`�s, r✓o 5o?�Z �� City State ZIP Code Fv LArtiD s�¢ Riverhead NewYork 11901 Signature Date Telephone 01/17/2019 (631)369-8288 Copy all pag o this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. Comments(including type of equipment and location, per C2(e),if applicable) Lowest mechanical equipment servicing the building is AC units located on platform at west side of dwelling. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 2 of 6 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: 2050 Deep Hole Drive City State ZIP Code Company NAIC Number Mattituck New York 11952 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 Vied'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. Photo one Photo One Caption Front 01.17.2019 dr OF »iP # . L W Pholo Tv Photo Two Caption 01.17.2029 FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 5 of 6 SOUIyOlo # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSP15 CTION [ FOUNDATION 1 ST/4� [ ] 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: VU W/��i DATE INSPECTOR �o��OF SOUIy�� TOWN OF SOUTHOLD BUILDING DEPT. • ���y0 MV,� ,o 765-1802 INSPECTION . [ FOUNDATION 1 ST 1 ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] ,9 CODE VIOLATION [ ] CAULKING ��✓ REMARKS: �Mg o- DATE b INSPECTOR OE 50(/Th° # TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ F NDATION IST [ ] 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: h DATE INSPECTOR VAA.,--- led, �o�aOF SOGlyolo # TOWN OF SOUTHOLD BUILDING DEPT. �,Ouffv 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEG. [ ] PUNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: r ° ok In t S DATE 0 INSPECTOR ho��Of 50UlyOlo TOWN OF SOUTHOLD BUILDING DEPT. courm765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. �Z [ ] 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: dc, �k;ZT DATE b l� INSPECTOa �o��oF souTyolo TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPEC7ROUGH ION [ ] FOUNDATION 1ST 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 MARKS: uv(e�(lVm �Yl 1 Fd -C4:"vvvv6 l AA A )-A YrZ fe^-I 4AT P)VI, ove Ew" 6CA cu DATE INSPECTOR OE SOUlyolo # TOWN OF SOUTHOLD BUILDING DEPT. �o • �o `ycouKr+Ne'' 765-1802 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: A S t� y S 06$1�5 cowko!-A ilk( at..- 664.G W .&V — C-vd� A. 6�11 rMPOIA: AUA� &"00' Kw% `V v• • cxt Z,.K4c Cab' 64 S�rr� Cin o� E - DATE INSPECTOR SO jfr UIyo{o # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INWLAT [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 04-001- DATE DATE INSPECTOR - - - COMMENTS FOUNDATION(1ST) ------------------------- �1�. ROUGH FRAMING PLUMBING HMO 1M OR MI 111, l� i o ENERGYINSULATION PER N.Y-. STATE • 1 .� OII►�"y am Fta 0 PUT 20 ju . -A ADDITIONAL COMMENTS . .. jp� 1111111111 will Emil if j t 7`08WK,S;PU'THOLD 'BUILDING PERMIT APPLICATION CHECKLIST - UIIC,DING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. ✓� Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20t-C) Single&Separate Sto -Water ssessment Form Contact: Approved 20L �_ Tbail to: Disapproved a/c p/ Phone: 4 3/_ � (p—V�s 9 Expiration 20 j a y� /C "± e^l-do ® [ �d� ` I _ C D spector 0 CT 2 3 2017 APPLICATION FOR BUILDING PERMIT p.MLDRIG DEPT- Date �(1/�a9 l'�/ f , 20/1 TOWN OF SOUTHOLD INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Vame of owner of premises (As on the tax roll or latest deed) T applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) 3uilders License No. 'lumbers License No. ?lectricians License No. )ther Trade's License No. Location of land on which propos d work will be done: 69C House Number Street /Hamlet l County Tax Map No. 1000 Section /_,v 3 Block 7` Lot St / Subd_�viiio:i. a• Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and 9ccupancy of proposed construction: a. Existing use and occupancy T r b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Worko c A-jP Zv F�M /11/g/S, (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front t30 Rear 36- Depth 69 Height /q Number of Stories Dimensions of same structure with alterations or additions: Front 30 Rear 35 Depth Heights Number of Stories 1 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear �/ �e Sd' Dept o2C1 10. Date of Purchase 11 Name of Former Owner 11. Zone or use district in which premises are situated ./0/,f1,o o-,4 (J t7/,/.M 0/Dl, 12. Does proposed construction violate any zoning law, ordinance or regulation?YES ANO 13.Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO 22x0, 1�e�l+a l� �f2, 14. Names of Owner of pr raises IhC1hlU,r ��IIMP�' Address 7�-fa �h�-Urll, /yY Phone No, Name of Architect p I 6 e XrUyln A Address N1 P:e s r- Phone No 3/- 9 y�3- Mel Name of Contractor Address ay sh 6'e hone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES L---"NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? *YES NO * IF YES,PROVIDE A COPY. DATE OF NEW YORK) SS: :OUNTY OF ) 7L� �� GlL'G(L` Ola being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, _d�S�EIe fis the �/2t v (Contractor,Agent, Corporate Officer, etc.) ,f said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; hat all statements contained in this application are true to the best of his knowledge and belief; anthat the work will be performed in the manner set forth in the application filed therewith. FRANCESCA YELLICO .worn-- to bef9re me�-= his �� kr / NOTARY PUBLIC-STATE OF NEW YOR day of 201/ No.01YE6352380 Qualified imSuffolk County My Commission Expires 12-27-2020 Notary Pdblic Signa*e of A icant V t 1 11�Rsvawmir' 3 BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK r , r PERMIT NO.9069' DATE: AUGUST 16,2017 1 ISSUED TO: THOMAS PALMER IRREVOCABLE TRUST &KAREN PALMER I, i IRREVOCABLE TRUST i PROPERTY ADDRESS: 2200 DEEP HOLE DRIVE,MATTITUCK fl r t i SCTM#1000-1234-5.1 AUTHORIZATION ' Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on August 16,2017, and in consideration of application fee in the sum of$250.00 paid by Palmer Irrevocable Trust and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to raise the foundation of the existing 1,228sq.ft footprint one-story,single- family dwelling with attached garage in order to meet FEMA compliance height; remove existing seaward side deck,brick patio and metal ramp;remove existing landward side entry stairs;construct new seaward side 7'x10' deck with stairs to ground;construct new front entry j with stairs to ground; and install a 30sq.ft.mechanical room,and A/C platform;with the condition of the installation of gutters,leaders and drywells on the dwelling to contain roof runoff and in accordance with Chapter 236 of the Town Code,Storm Water Management;and +- to establish and perpetually maintain a 10'wide non-turf buffer along the edge of }' balk d t ss depksed on the m-ised site plan,prepared by PKAD N r'. Awnzftmamm $c Defts,dated Sep=ber 13.2017.and stamped approved on October 2,2017. iN W�ESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and dk-e presents to be subscribed by a majority of the said Board as of this date. �y►o`'O +1� 1f. 6 t arles J. nders ,Sa 1 I i i • ---- "t n Michael J.Domino,President � Of SOUjyolo Town Hall Annex John M.Bredemeyer III,Vice-President 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski Telephone'(631) 765-1892 Greg Williams00U O Fax(631) 765-6641 �yM`1,�� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD December 12, 2018 Karen &Tom Palmer P.O. Box 218 Cutchogue, NY 11935 RE: 2200 DEEP HOLE DRIVE, MATTITUCK SCTM#: 1000-123-4-5.1 Dear Mr. and Mrs. Palmer: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, December 12, 2018: RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#9069 for the as-built 11'5"x11'10" seaward side deck in lieu of the proposed 7'x10' deck; and as depicted on the site plan prepared by PKAD Architecture-& Design, dated November 2, 2018, and stamped approved on December 12, 2018. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, Michael J. Domino President, Board of Trustees MJD/dd Michael J.Domino,PresidentOQF S0!/l�ol Town Hall Annex John M.Bredemeyer III,Vice-President 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski G Q Telephone(631) 765-1892 Greg Williams '`p �� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1544C Date:December 20,2018 THIS CERTIFIES that the raising of the foundation of the existing 1,228sq.ft footprint one- story, single-family dwelling with attached garage in order to meet FEMA compliance height, remove existing seaward side deck brick patio and metal ramp• remove existing landward side entry stairs; construct new seaward side 7'x10' deck with stairs to ground: construct new front entry with stairs to ground; and install a 30sq ft mechanical room and A/C platform,• for the as-built 11'5"x11'10"seaward side deck in lieu of the proposed 7'x10' deck,• with the condition of the installation of gutters, leaders and dr ywells on the dwelling to contain roof runoff and in accordance with Chapter 236 of the Town Code, Storm Water Management,• and to establish and perpetually maintain a 10' wide non-turf buffer along the' edge of bulkhead/retaining wall; At 2200 Deep Hole Drive,Mattituck, Suffolk County Tax Map#1000-123-4-5.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated June 28, 2017, pursuant to which Trustees Wetland Permit#9069 Dated August 16, 2017,was issued and Amended on December 12, 2018 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for raising of the foundation of the existing 1,228sq.ft footprint one-story, single-family dwelling with attached garage in order to meet FEMA compliance height; remove existing seaward side deck,brick patio and metal rami• remove existing landward side entry stairs; construct new seaward side 7'x10' deck with stairs to ground• construct new front entry with stairs to ground; and install a 30sq ft mechanical room and A/C platform,• for the as-built 11'5"xl 1'10"seaward side deck in lieu of the proposed Tx 10' deck; with the condition of the installation of gutters leaders and dMyells on the dwelling to contain roof runoff and in accordance with Chapter 236 of the Town Code, Storm Water Management; and to establish and perpetually maintain a 10' wide non-turf buffer along the edge of bulkhead/retaining wall. The certificate is issued to THOMAS PALMER 1RREVOCALE TRUST&KAREN PALMER IRREVOCABLE TRUST owners of the aforesaid property. Authorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY�Stony Brook,So Circle Road,Stony Brook.NY 11790 P.(631)444.03651 F:(631)444-0360 %titivtiv dec.ny 9ov LETTER OF NO JURISDICTION TIDAL WETLANDS ACT August 8,2017 Thomas A Palmer Irrevocable Trust by Marilyn Kindy PO Box 643249 Vero Beach, FL 32964 Re: Application#1-4738-04550/00001 Thomas A Palmer Irrevocable Trust-2200 Deep Hole Drive - SCTM#1000-123-4-5.1 --.- - Dear Ms. Kindy: Based on the information you submitted the Department of Environmental Conservation has determined that the functional bulkhead was constructed-before August 20 1977, as shown on the Tidal Wetland Map#708-540. Therefore,the property landward of the bulkhead is beyond Tidal Wetlands Act(Article 25)jurisdiction and no permit is required for work landward of this structure. No construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above,without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project(i.e. a 15'wide construction area) or erecting a temporary fence, barrier, or hale bay berm. This letter shall remain valid unless site conditions change. 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, 010 2� F ark Carrara Permit Administrator cc: Eileen Rowan BMHP File New YORK Department of �urutr I Environmental urroa Conservation Scanned by CamScanner APPLICATION a PAGE- I of 4 — - TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION 'Phis form is to be filled out in duplicate. SECTION I: GENERAL PROVISIONS APPLICANT to read and sign): 1. No work may start 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 reissued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. b. 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 Adm' trator or his/her representative to make reasonable inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY A ME EREIN AND IN ATTACHMENTS TO THIS APPLICATION ARE,TO ES F Y O EDGE,TRUE AND ACCU��JJ1� AA (APPLICANT'S STATURE) DATE M T SECTION 2: PROP SEA DIALOTM be completed by APPLICAh NAME ADDRESS TELEPH NE APPLICANT BUILDER ENGINEER PROJBCT LOCATION: • To avoid delay in 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 acaxest intersecting road or well-known landmark. A sketch attached to thus application showing the project location would be helpful. ddoc ke'q 4� AeLtt 4k e'% B a 1 J.13 -- — 67, / FDP(93) c APPLICATION PAGE 2 OF 4 DESCRIPTION OF WORK (Check all appbc.able boxes) A STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE ❑ New Structure @ Residential (1-4 Family) ❑Addition 0 Residential (More than 4 Family) i$Alteration ❑ Non-residential (Floodprooftng? 0 Yes) 0 Relocation 0 Combined Use (Residential & Commercial) ❑ Demolition 0 Manufactured (Mobile) Home (In Manu- 0 Repfaccment factured Holme Park? ❑ Y� ESTIMATED COST OF PROJECT s / 60D•—. B. OTHER DEVELOPMENT ACTIVITIES- El Fill ❑ Mining O Drilling O Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) 0 Drainage Improvements (Including Culvert Work) ❑ Road, Street oratA8ge Construction ❑ Subdivision (New or Expansion) O Individual Water or Ser System `X! Other (Please Speciify)• After completing SECTION 2,APPLICANT should submit form to Local Administrator for re%iew- ECTIO[1 3: DP IN DETERMIKLT10t1 o be coin ]et d by LOCAL ADMITd1 BATOR The proposed development is located on FIRM Panel No.- Dated The Proposed Development: O Is !Ql 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 Area. FIRM zone designation is 100-Year flood elevation at the site ii: -Unavailable NGVD (MSL) O O The proposed development is located in a floodway. FBFM Panel No. Dated See Section 4 for additional instructions. SIGNED DATE t APPLICATION PAGE 3 OF 4 SECTION 4. ADDITIONAL INFORMATION RE UIRED To be coml2leted by LOCAL ADMINISTRATOR The applicant must submit the documents checked below before the application ran be processed O A site plan showing the location of all costing structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑ Dcvclopment 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 first floor,details o[floodproo[iug of utilities located below the fust floor and details of enclosures below the fust floor. Also ❑Subdivision or other development plans(I[the subdivision or other development exceeds 50 lots or 5 awes,whichever is the lesser, the applicant must provide 100-year flood elevations if they arc not otherwise. available). ❑ Plans showing the extent of watercourse relocation and/or landform alterations. ❑Top of new fill elevation Ft. NGVD (MSL). ❑ Floodproofmg protection level (non-residential only) Ft:NGVD (MSL). For t. s,. floodproofed structures, applicant must attach certification from registered engineer or architect. ❑ Certification n from a registered engineer that the proposed activity in a regulatory floodway will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting<£.his finding must also be submitted. ❑ Other: E 5: PERMIT DETERMINATION be completed LQ-CAL DMINI RATOR) I have determined that the proposed activity.A.❑ Is B.❑ Is not in conformance with provisions of Local Law . 19 Tic permit is issued subject to the conditions attached to and made part of this permit. SIGNED , DATE If BOX 6 is checked, the, Local Administrator may issue a Development Permit upon payment of designated fee. If BOX 13 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 hearing from the Board of Appeals. APPLICATION e PAGE 4 OF 4 APPEALS Appealed to Board of Appeals') O Yes ❑ No Hcarmg date- Appeals Board Dc6sioo --- Approved-) ❑ Yes ❑ No Cooditioos SECTION G -BUILT ELEVATION be submitted by APPLICANT before Certificate of compliance is issued The following information must be provided for proicct structures. This section must be completed by a registered professional engineer 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 floodproofng 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- COMPLIANCE ACTION (To be completed by LOCAL ADMINI TRAT R 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? ❑ YES ❑ NO DATE BY DEFICIENCIES? U YES ❑ NO DATE BY DEFICIENCIES? O YES ❑ NO SECTION 8 CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADMINISTRATORI Certificate of Compliance issued: DATE: BY: Attachment B SAMPLE CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard Area • TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: ❑ NEW BUILDING O EXISTING BUILDING ❑ VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HE, CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_1 AS MODIFIED BY VARIANCE # , DATED SIGNED: DATED: CIC(93) ( �I IF?DING DEPARTMENT - Electrical Inspector �0 TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 0 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 mal , c roger.riche rt(cr)town.south old.nV.us - APPLICATION FOR ELECTRICAL INSPECTION - -° - - - - Date: - EQUESTED-BY:"-.0 7,�u Company Name: m cl '6 0 OC- �' Name: c3mdn (4, License No.: email: CM9, 4 Address: �S -y Phone No.: (0j JOB SITE INFORMATION: (All Information Required) Name: KTO M Address: Cross Street: Phone No.: Bldg.Permit#: Z2 f email: Tax Map District: 1000 Section: 12-*:3 Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) /{, ) , Circle All That Apply: -F Is job ready for inspection?: YES"! NO Rough [n Final ' Do you need a Temp Certificate?: YES ! NO Issued On Temp Information: (All information required). Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service--Fire Reconnect-Flood Reconnect- Service Reconnected - Underground -Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional information: PAYMENT DUE WITH APPLICATION C 1� Request for Inspection FormAs 'le l0 4 • - Scott A. Russell ,��°soWQ'r `]F01kMWAT]E1[, SUPERVISOR z IM[A\NA\G]EMIEN'7C' SOUTHOLD TOWN HALL-P.O.Bax 1179 0 p 53095 Main Road-SOUTHOLD,NEW YORK 11971 ' Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET OCT 2 3-MIT— - ( TO BE COMPLETED BY THE APPLICANT ) i, DOES THIS PROJECT INVOLVE ANY— OF THE ]FOLLOWING: � Yes No (Cl ECK ALL TI LAT APPLY) l i ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑Eg-B. Excavation or filling involving more than 200 cubic yards of material lj - within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to i; 100 feet of horizontal distance. -D. Site preparation within 100 feet of wetlands, beach, bluff or coastal �± erosion hazard area. ❑ME. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square III feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes SIL_ in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. I— --- - -- --' S.C.T.M. #: 1000 Date: "--_- Ji- APPLICAN I': (Property Owner,Design Protessional,Agent,Contractor,Other) »7 Dutnct i NAME: 4 I (J Z-C fAI� h/0 �Nu i Section Block Lot FOR BUILDING DEPARTMENT USE ONLY I Contact Informatlon naq*wRn—ern Reviewed By: Date: Property Address/Location of Construction Work: Vw — — — — — — — — — — — — d for processing Building Permit. ZZ-00ter Management Control Plan Not Required. C! i; (ii ilf - - - - - - - - - - - -ter Management Control Plan is Required. to Enginccring Dcpartmcnt for Rcvicw.) ;I Ii - - - — -— -—-- — ----- - -- - -- - ---- --------------- ------- ------------ - ----- -------- ----- - ------ -- - ------------ ------------ - FORM SMCP-TOS MAY 2014 i APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. I— OS Q� CHAPTER! 236 Stormwater Management Control Plan C1 ECK LIST � NAME 41't A! 1 �� Guw ay section Block Lot a S M C P -Plan Requirements: Provide ONE copy of fhe Building P mit Application. Yiuc Yom Date: �} * The applicant must provide a Complete Explanation and/or Rea n for not providing / 04 � all Information that has been Required by the fol!lowing Checklist! I. A Site Plan drawn to Scale Not Less that 60' to tl e inch MUST If You answered No or NA to any Item, Please Provide J tification Herel show all of the following items: YES NO NA If you need additional room for explanations, Please Prov e additional Paper. a. Location & Description of Property Boundari 0 b 1'otal Site Acreage. C. Existing - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by §236-17(0( . L NZ-21 d. Test Hole Data Indicating Soil Characteristics&Depth t4 Ground Water. 5 Z O e. Limits of Clearing & Area of Proposed Land Pisturbance. U NO Z011 f. Exist Ing & Proposed Contours of the Site (Mlni urn Z Intervals) g Location of all existing & proposed structure ; roads, driveways, sidewalks, drainage improvemen3 & utilities. 0O DRAINAGE INSPECTIO h Spot Grades & Finish Floor Elevations for all existing & O� Contact TOS En ine r' _ proposed structures, Backfill, OR Provide I, Location of proposed Swimming Pool and discharge ring, 1=1F7, that the drai 1. Location of proposed Soil Stockpile Area(s), 0Caiiedode.— k. Location of proposed Construction Entrance/Staging A ea(s). = I. Location of proposed concrete washout area(s. 717— i in, Location of all proposed erosion&sediment control mez sures.—��0 2. Stormwater Management Control Plan must include Calcul tions showing a include no a im—to t0: that [lie Stormwater improvements are sized to capture,sto e,and Infiltrate A well maintained onstruction Ehtrance, on-bite the run-off from all impervious surfaces generated by a two(2.9 inch ire Backed Sit Fencing, stabilization& rainfall Storm event. Seeding of exposed and/or inactive soils. 3 Detaila&Sectional Drawings for Stormwater practices are req Ared for approval. Items requiring details shall include but not be limited to: a. Erosion & Sediment Controls. b. Construction Entrance & Site Access. Ji c, Inlet Drainage Structures (e.g.catch basins,trenc i drains,etc.) d. Leaching Structures (e.g infiltration basins,swale etc.) I'()I1 i:NGI.-:I::IZ1N_.t i EPAIi."I'141EN'1' SE 7NLY Additional Information is Required. Reviewed & I F-1 Stormwater Management Control Plan is of Complete. Approved By: — — — — — — — — —•— — — — ' — — — — — — — — — — Stormwater Management Control Plan is omplete. Date: - 2- ® SMCP has been approved by the Engineei 'ng Department. FORM " SWCP Check List -TOS MAY 2014 FEDAL EMERGENCY MANAGEMENT AGENCY DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 FEDER Waoocal Flood(nsutaace Program IMPORTANT:Follow the Instructions on pages 1-9. Expiration Date:JUIy 31,2015 Al. Building Owner's Name SECTION A-PROPERTY INFORMATION . ��11 � •� a 'sp rLJ -��65A-- A2, Building Street Address(including Apt.,Upt,Su te,an&r . fggH.. O,/��cppQ ut4e and ZP City Le)7f' At iL, K.- State V ZiP Coda ���r s2 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,ate.) ' ' tccesoA4, Building Use(e.g.,Residential, side AA5, Latitude/Longitude:Let. aO _VAddition, sryU, G� e. A6, Long. photographsif the building If the Certificate Is being used to obtain flood Insurance.Horizontal Datum: ❑NAD 1927 . NAD 1983 A7. Building Diagram Number-- A8, For a building with a crawispace or enclosure(s): a) Square footage of crawispace or enclosure(s) G AD.For a building with an attached garage; b) No.of permanent flood openings In the crawispace or sq ft a) Square footage of attached garage 3 enclosure(s)within 1.0 foot above adjacent grade sq ft �- b} Number of permanent flood openings In the attached garage c) Total net area of flood openings In A8.b within 1.0 foot above adjacent grade d) Engineered flood openings? ❑Yes (-No sq in c) Total net area of flood openings In A9.b d) Engineered flood openings? []Yes O N— o sq In SECTION 8-FLOOD INSURANCE RATE MAP(FIRM) INFORMATION 81. NFIP Communiame Community Number 3�C -c t 82.County Name B3.State B4. Map/Panel Number 85.suffix 66.FIRM Index Date 87.FIRM Panel Effective/ 88.`Flood Zone(s) 89.Base Flood Elevations Zone 34./0 SCG 4,5 2- �l -Revise Date 1 ( )( f 2 S�cd/ J d e j ZdG 4 - A0,use base flood depth) B10.Indicate the source of the Base Flood Elevation(SFE)data or base flood de EL �' EJ FIS Profile j_$-FIRM ❑Community Determined depth entered In Item 69: B11.Indicate elevation datum used for BFE In Item B9: Other/Source: D 1929 B12.Is the building located In a Coastal Barrier Resources System CBRS)area or NAA E)tee Protected Area our e: ❑yes Designation Date; / / 10 ❑CBRS ❑OPA SECTION C-BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are trased on: Construction Drawings*•A new Elevation Certificate will be required when construction of the building is Building ompleter Consiruction* ,&I�nishod Construction C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with B _ C2.a-h below according o the building diagram specified In ItemA7,In Puerto R cRico only,entermeter0,AR/AH,AR/A0.Complete(tams Benchmark Utilized: VCfd- ldof ✓� �i���� VertiIndicate elevation datum used for the elevations In Items a)through h)below.cal Datum: N�U� ���� Datum used for building elevations must be the same as that used for the BFE. NGVD 1929 L7[I INAVD 1988 El Other/source: a) Top of bottom floor(including basement,crawlspace,or enclosure floor) Z Check the measurement used. b) Top of the next higher floor?- Bleat ❑meters c) Bottom of the lowest horizontal structural member(V Zones only) Ceet ,- ❑meters d) Attached garage(top of slab) 5 ❑feet ❑meters e) Lowest elevation of machinery or equipmentservicing the bulldtn �eet 11 meters (Describe type of equipment and location In Comments) g "j Llfeet ❑meters f) Lowest adjacent(finished)grade next to building(LAG) g) Highest adjacent(finished)grade next to building(HAG) ,Q,feet [3 meters� h) Lowest adjacent grade at Iewest elevation of deck or stairs,Including ------LL�� �7 TBat Elmeters T structural support C'1"reet EJ meters SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION Thos cation.Ilse is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation _ Information.I certify that the information on this Certificate represents my best efforts to interpret the data avalJable. !understand that any false statement maybe punishable by fine cr Imprisonment under In U.S.Cade,Section 1001 F; ❑Check here If Comments are provided on back of form, Were latitude and longitude In ectlon A provided by a ❑Check here if attachments, r•`�,•.,' '"�^�,�•'�-�1� licensed land surveyor? pas Certiner's Name ❑NQ title �jLrl� Q .4NU' License Ny�mqq��r r PL_ACE Company � + ' JLC f/bZc a4^ y Name SEAL Address a G t/,.'fji �j.r/ �%1C 6 ' � t . city ,.s ' HERE_;'' j Signature � �l4,� �u3- State f See reverse side for condnuatlon, - -..._�.- Replaces all previous editions, , t � i ELEVATION CERTIFICATE,page 2 IMPORTANT:In these spaces,copy the corresponding Information from Section A. , t , Building Street Address(Including Apt.,Unit,Suite,and/or Bldg.N )or PO Route and Box No. r City G 3'6 V Icy �i�iIJ� e d State ZIP Code SECTION D—SURVEYOR,ENGIN ER,OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Cert1ficate f r(1)comr Ity official,(2)Insurance ager>X/company,and(3)building owner. Comments ��ys firy S /JCa e S I'll c. 76 �T` /tip.? �cat� Linc C:Z- U.Z''v C"Gla. �•c'.F/oo� `���j ,4/1�,d, 4• f, I/_ / e N/mac 7�tiL4 c!✓1 t �. � <' i Signature ` Date �y SECTION E—BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without SFE),complete Items EI—E5,if the Certificate Is Intended to support a LOMA or LOMR-F request,complete Sections A,Bland C: For Items E1—E4,use natural grade,If available.Check the measurement used,In Puerto Rico only,enter meters. E1.Provide elevation Information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(Including basement,crawlspace,or enclosure)is ` b)Top of bottom floor(Including basement,crawispace,or enclosure)Is ❑feet ❑maters ❑above or ❑below the HAG: E2.For Building Diagrams 6-9 with permanent flood openings provided In Section A Items 8 and/or 9❑(see p g se8-9 of ters In❑structions), 11 below the LAG, : ,°'J above the next higher floor(elevation C2,b In the diagrams)of the building Is E3.Atta,,ed garage(top of slab)Is feet ❑meters ❑above or ❑below the HAG: • E4.Top of platform of machinery and/or equipment servicine ❑feet ❑meters ❑above or ❑below the HAG. 4 E5.Zone AD only;If r.^",od depth number!s available,Is the top ofthebottom floor elevated In accordance feet ❑with the commeters munity's floodabove or plain the HAG, ordinance?❑Yes No El Unknown.The local official must certify this Information In Section G. P management SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a Zone AO must sign here.The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name FEMA Issued or communftYissued BFEor Address Signature City State ZIP Code comments Date Telephone SECTION G—COMMUNITY INFORMATION(OPTIONAL) Check here If attachments. The local official who Is authorized by law or ordinance to administer the't;ommunity's floodplain management ordfnan G of this Elevation Certificate.Compfete the applicable Item(s)and sign below Check the measurement used In Items ce can complete Sections A,B,C(or E),and 1• C1 The Information in Section C was taken from other document slow. that has been signed end sealed by a licensed surveyor,engineer, who Is authorized by law to certify elevation Information,(indicate the source and date of the elevation data In ed suruerto Rico only,enter meters. G2. ❑ A community official completed Section E for a building located In Zone A without a the g G or archlteat G3, [I The following Information(Items G4—G9)Is provided for community floodplain management u or community issued BFE)or Zone AO.area elow,) G4, Permit Number purposes. G5,Date Permit Issued G6.Date Certificate Of Compllanconstruction e'Occupancy Issued r � Gy• This permit has been issued for: G8, Elevation of as built lowest floor(incluading basement) f the boding stantial improvement G9. BFE or(In Zorie AO)depth of flooding at the building site; ❑feet Elr G10.COmmunity's design flood elevation: meters Datum ❑feet ❑meters Datum Local Official's Name ❑feet El meters Datum ' Community Name Title Signature Telephone Comments Date ' SMA Form 085_p.33(7/12) ❑Check here if attachments. Replaces all previous editions. , ELEVATION CERTIFICATE, page 3 BUILDING PHOTOGRAPHS See Instructions for Item A6. IMPORTANT:In these spaces,copy the corresponding Information from 5ectlon A. Building Street Address(Including Apt.,Unit,Suite,and/fir Bldg.Np,)or Fo.Route and Box No. city G O l Utr- �(c'(� 0 _ dlI�- State ZIP Code ? �` If FInd vation Certificate to obtain NFlP flood Insurance,affix at least 2 building photographs below accordingto the In w yv dentify all photographs with date taken; "Front View" and "Rear View"; and, If required, "Right Side View' and 'Left' '; structbns. r� hen applicable, photographs must show the foundation with representative examples of the flood openings or vents,as :.. ction A8. If submitting more photographs than will fit on this page,use the Continuation Page. ,i FEMA Form 08 0-33(7/12) Replaces all previous editions. r ELEVATION CERTIFICATE,page 4 BUILDING PHOTOGRAPHS Continuation Page rEl RTANT:In these spaces,copy the corresponding Information from Section P- ng Street Address(Including Apt, Unit,Suite,and/or Bidg.,JVa,)or W.Route and Box No. �I f� < } �+"fy A�lc1c� State ZIP Cotlebmitting more photographs than will frt on the recedlnP g page,affix the addltJonal photographs below Identify all photographs with-•I.taken; "Front View"and "Rear View";and,If required,"Right Side View"and"Left Side View."When applicable,photographs the foundation with representative examples of the flood openings or vents,as Indicated In Section A8. " 1r i 1 I Y,N I ' I • .4 I ' 1 • 'I Y' 4! FEMA Form 086-a33(7/12) ' Replaces all orPv�rnlc..al«___ " w i ,95 A 04b .im � '.. oz . t 1�Iwlr� ���' "� •tea a , •� r r Pontino, Susan From: Pontino, Susan Sent: Wednesday,January 16, 2019 9:17 AM To: 'kerry@richmondcons.com' Subject: Inspections Attachments: @pal mer_20190116081329.pdf Please see attached inspection tickets. Also I missed that besides the plumber's solder certificate, a FINAL elevation certificate from the surveyor is required before C o 0. If you have any questions, please let me know. Thank you. Susan Pontino Clerkf li pist Southold Town Building Departrnent i o��OF SO!/j�ol h O Town Hall Annex 4 Telephone(631)765-1802 54375 Main Road cn Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 �O �yCOUNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD January 23, 2019 ChChRichmond Construction U 98 Jewett Ave Staten Island NY 10302 RE: Palmer, 2200 Deephole Dr, Mattituck TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: NOTE=E1NALeleyation;certificate;required:from;the:surveyor Electrical Underwriters Certificate A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) 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. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 42281 —Raise house and add/alts REMOVE STEP 4 REMOVE EXISTING DECK s LIMIT OF . DISTURBANCE SILT FEIVC SILT FENCE LEADER REP dnW, EXISTING F.F. EL: 6. PROPOSED FF EL: 9.058' 6" PVC DRAIN PIPE FROM LEADER TO EXISTING 1 STOR FRAME RESIDENCE TO DRY WELL ' BE RAISED LEADER iREMOVE EXISTIN, a ' OUTDOOR SHOWI i ACQ LANDING AND STEPS Ali PROPOSED MECH. ROOM P 30 S.F. REMOVE EXISTING STEP PROVIDE PLATFORM LEADER FOR CONDENSINGf UNIT/ 9 PADVIDE 2 LLACutib6k — l 10'-5" / A 1741N IMUK I SUARATION DRAINAGE CALCS: Z 100 YR 1 HR RAIN VOLUME=1675 S.F. X/'(.25')= t5-el7F 4 HIGH CONCRETE DRY WELL=/ CU.F. TOTA ' . � Dov roe � a��3 d• �-.`P � Y 7 ,00 3 P V ' CERTIFIED T0; THOMAS PALMER SURVEY OF JOB No.:2016.133 DESCRIBED PROPERTY MAP SITUATE AT FILED.. - REVISIONS MAT•I TUCK TOWN OF SOUTHOLD SUFFOLK COUNTY,NEW YORK � /}�j' S.C.T.M.DIST.:1000 SEC.,123 BLK.:04 LOT:51 �W" !`(� 10 5 0 10 20 30 40 50 60 70 SCALE 1'=20' DATE:ARP1L 15,2016 LICENSE NO,050363- LOTAREA:20,620 SQ.FT.=0.4734 ACRE HANDS ON SUR- - 26 SILVER VWXMVE FLANDERS.MFA'YORK 11101 TEL(671069-0712•FAX(671 Uimj ` J '01 OCAxm D 1xS IAxD SUW9EYp/�LY!lEDSGL�tEA®O7SFD SF,p.WAU NOT 9E CQ16�O7[o iOeE A YA{LO C0►rA�D3xK1 K0T0!fn'F.0F0RAxrflAil03L O A �PAVEMPiT //r HT1 �FOLE"�� M10 �a82p0 R�� 00, • eLFc�+O ` t It 2155.38' t �d-N SUFFOLK AVENUE v 1 i � a It > Q _ � O 1 t 1.7' - 1 O lvxlq t u 8 e S6 LL 3.5' 57.4' 1 }� v �" t 1•* a 0110 3,V 1 U \ r 1 55.6 3 t a, 43.3' N 1 ' rn t • 1 ti �IIM Wb fhVfi '•` YwDwwJ M•Bhl�f � b. s 59'A 0 Dh�VN.,n eOu,MgpNMWp m 7Z.04 PI, wf&V gnpm "Ito kit" w -inent of aborjicensing & Cou'nty Depart -4' Consumer-Affairs 11� 4j. K VETERANS MEMORIAL HI0HWAY-,-,*' HAUPPAUGE, NEWYORK 1.1788 "gv DA-TE ISSUED: -1/4/20,18 No.- 59597—H- Al SUFFOLK COUNTY Ho m e. I m, -,p r6te m- eii t C tractor LicenS" This is to certif�that a doing busiriesg'a's­ :R1tHM6ND_"C0NSTR-,UCT10N INC,- 'to 'rovisi -laws,rules lav-inig furniiKed'Ahe re'q�irernents set-fbrih,i�accoraancemii�and,subj6cf &0 bns_qf applicable regu latibng,of th 6'Countyof Suffo l.k-;_-.Staie 0'fi4e W_ York is-herdb'3f I i dehsed'to condb6t b us id6ss'as a HOME IMPROVEMt CONTRACTOR, in the'dou�#X,'df Suffolk. - 71 License'Category Masonry NOT VALID WITHOUT Additional Auginesses Qther DEPARTMfNTAL SEAL AN 0 A"C URIZ&T CONSUMERAFFA ID-CAR'D, 7 ow lzov�� ltpmmissloner �v 'om '-2 x-v -5 00 UIR-11"Z/ t Estimated Cost of Repair NY Rising Housing Recovery Program Applicant: Thomas Palmer Home: (631)298-8275 Property: 2050 Deep Hole Drive Matituck,NY 11952 Home: 2050 Deep Hole Drive Matituck,NY 11952 Assessor: Robert Smith Applicant Number: 103-HA-60419-2013 Type of Loss: Hurricane Date Contacted: 7/8/2014 Date of Loss: 10/29/2012 Date Received: 4/28/2014 Date Inspected: 7/10/2014 Date Entered: 7/8/2014 11:23 AM Date Est.Completed: 7/22/2014 9:31 AM Price List: NYLI7X_SEP13_NASDY Restoration/Service/Remodel Estimate: 60419ECR Estimated Cost of Repair NY Rising Housing Recovery Program Thomas Palmer was present at the listed property at the time of inspection. The Applicant is currently living in the home. Refer to attached estimate for a detailed description of damages. PROPERTY DESCRIPTION The house is a single story,site built,stick framed wood stiucture with vinyl siding on a slab on grade and pier and beam foundation. The roof covering is asphalt based composition shingles over a felt base sheet with galvanized flashings,fittings and drip edge. The electrical system appears to be a 150 amp with overhead service. The system appears to be in good,undamaged condition. The HVAC is a central system with an exterior condensing unit and an interior air handling unit. The system appears to be in undamaged condition. The plumbing system consists of a water well and septic tank with underground service to the house. There is no storm debris accumulation on the property. Deteriorated paint was not observed on the house. The applicant was unable to access the crawlspace,as the key was with a family member who was out of state. DAMAGE DESCRIPTION ACCORDING TO THE APPLICANT The house interior received 3 feet of flood water from the storm surge causing damage to the doors,windows,walls,cabinets, floors,appliances,electrical,plumbing and HVAC. The roof covering was undamaged by wind. DAMAGE OBSERVED BY THE ASSESSOR The damage observed by the Assessor was none. REPAIRS NEEDED ACCORDING TO THE APPLICANT The repairs needed according to the Applicant are none.The applicant indicated that the house and garage are now at pre-storm condition. NEEDED REPAIRS OBSERVED BY THE ASSESSOR The needed repairs observed by the Assessor are,if eligible,elevation. All items not included in the estimate are not considered to be storm related. See the estimate for details. PRIORITY OF REPAIRS When insufficient funds are available to complete the entire scope of work described in this Estimated Costs of Repair(ECR), the generalized prioritization of storm related repairs for this property is first the restoration of the weatherproof integrity of the structure,followed by the restoration of the structures security,plumbing system,electrical system,HVAC system,thermal components,completion of the interior,and then any other remaining repairs. The determination to proceed with partial repairs will require additional coordination between the Construction Manager and Contractor to identify repairs that should be performed with available funds. 60419ECR 7/22/2014 Page:2 Estimated Cost of Repair NY Rising Housing Recovery Program 60419ECR 60419ECR DESCRIPTION QNTY UNIT COST TOTAL 60419ECR Grand Total Areas: 4,410.04 SF Walls 4,730.50 SF Ceiling 9,140.55 SF Walls and Ceiling 4,730.50 SF Floor 525.61 SY Flooring 1,003.76 LF Floor Perimeter 0.00 SF Long Wall 0.00 SF Short Wall 943.76 LF Ceil.Perimeter 4,730.50 Floor Area 4,953.27 Total Area 4,410.04 Interior Wall Area 2,635.79 Exterior Wall Area 578.84 Exterior Perimeter of Walls 1,928.16 Surface Area 19.28 Number of Squares 231.05 Total Perimeter Length 93.19 Total Ridge Length 0.00 Total Hip Length 60419ECR 7/22/2014 Page:3 Estimated Cost of Repair NY Rising Housing Recovery Program 1 FRONT *F , ,. '':. #k, ,., ►: Date Taken:7/9/2014 Taken By:Robert Smith Sc 2 STREET LEFT 1� Date Taken:7/9/2014 Taken By:Robert Smith eI� c' 60419ECR 7/22/2014 Page:4 Estimated Cost of Repair NY Rising Housing Recovery Program 3 STREET RIGHT Date Taken:7/9/2014 Taken By:Robert Smith 4 ADDRESS Date Taken:7/9/2014 Taken By:Robert Smith V4 s 60419ECR 7/22/2014 Page:5 Estimated Cost of Repair NY Rising Housing Recovery Program 5 FRONT Date Taken:7/9/2014 , Taken By:Robert Smith IAS f a i .s >� B (G " t 6 LEFT Date Taken: 7/9/2014 `' Taken By:Robert Smith .00,Vwz k i:xk 60419ECR 7/22/2014 Page:6 Estimated Cost of Repair NY Rising Housing Recovery Program 7 LEFT Date Taken:7/9/2014 = Taken By:Robert Smith *N ns'^ ' t y„\ 8 REAR - ��1+a�1 Date Taken:7/9/2014 �pp Taken By:Robert Smith vim' <' \ 4 a H \ t �. Q. 60419ECR 7/22/2014 Pa-e: 7 Estimated Cost of Repair NY Rising Housing Recovery Program i 9 REAR Date Taken:7/9/2014 Taken By:Robert Smith z rk f 10 RIGHT Date Taken:7/9/2014 Taken By:Robert Smith W. 60419ECR 7/22/2014 Page: 8 Estimated Cost of Repair NY Rising Housing Recovery Program 11 RIGHT Date Taken:7/9/2014 17, Taken By:Robert Smith 12 RIGHT Date Taken:7/9/2014 ' Taken By:Robert Smith a g. kill Z K � 60419ECR 7/22/2014 Page:9 Estimated Cost of Repair NY Rising Housing Recovery Program k�a INfA' F.r 13 RIGHT Date Taken:7/9/2014 Taken By:Robert Smith 43 i ... llw r 14 ROOF Date Taken:7/9/2014 Taken By:Robert Smithe,� �. ..ask..,. 60419ECR 7/22/2014 Page: 10 Estimated Cost of Repair NY Rising Housing Recovery Program 15 ROOF Date Taken:7/9/2014 Taken By:Robert Smith EY � 11 tw t e1 CSF a 4 16 ROOF , Date Taken:7/9/2014 Taken By:Robert Smith z y a s � IMI 60419ECR 7/22/2014 Page: 11 Estimated Cost of Repair NY Rising Housing Recovery Program 17 ROOF Date Taken:7/9/2014 ,y Taken By:Robert Smithy ' Al 3 Y M R $' 18 ROOF Date Taken:7/9/2014 6• ° Taken By:Robert Smith 1 71 . , . 60419ECR 7/22/2014 Page: 12 Estimated Cost of Repair NY Rising Housing Recovery Program 19 ROOF Date Taken:7/9/2014 Taken By:Robert Smith „ p� 20 ROOF Date Taken:7/9/2014 Taken By:Robert Smith z 5 4 w 60419ECR 7/22/2014 Page: 13 Estimated Cost of Repair NY Rising Housing Recovery Program 21 BULKHEAD Date Taken:7/9/2014 Taken By:Robert Smith � c — �k - 3` � t n _b "a 22 - R _ 22 BULKHEAD Date Taken:7/9/2014 Taken By:Robert Smith ", i res, ��,_ �:. a,. a.t,,, _. 60419ECR 7/22/2014 Estimated Cost of Repair NY Rising Housing Recovery Program 23 BULKHEAD Date Taken:7/9/2014 Taken By:Robert Smith Y s, 24 BULKHEAD z Date Taken:7/9/2014 Taken By:Robert Smith Jai$'V'•4 1 60419ECR 7/22/2014 Page: 15 ^z L-I A 5f-x�_XE TEST BORING.. INC. P.O. BOX 64, KINGS PARK,LONG ISLAND, NEW YORK 11754 (631)269-7930 FAX(631)269-7932 Data October 25, 2016 Client PKAD Architecture & Design Phone Job No. 16-444 Boring No. Job Location Marilyn Kindy Trustee 2050 Deep Hole Drive Mattituck, New York Recorded High Tide: 8:04 AM Low Tide: 2:15 PM Water Level is 4'0" TIDAL below Ground Surface 7:30 AM DEPTH 30" Blows Penetration CLASSIFICATION OF SOIL Sample of Spoon From To Spoon in inches Ground 21 Coarse to Fine Dark Brown Silty Topsoil Surface and Silty Sand, some Organics, trace Fine Gravel (SM) Sample # I @ 0" to 2' Hand Clear 24" Pd 2' 41 Fine Brown Silty Sand, trace Fine to Small Gravel (SM) z Sample # 2 @ 2' to 4' Hand Clear 24'f 41 10, Fine Brown and Black Sand, some -Silt, 0 trace Fine Gravel (SM) Sample # 3 @ 4' to 6' WEIGHT OF HAMMER WOH-W-W-2 2411 Sample # 4 @ 6' to 8' 1-3-2-3 2411 Sample # 5 @ 8' to 10' 1-3-3-4 2411 10, 12' Fine Brown and Gray Sand (SP) Sample # 6 @ 10' to 12' 3-4-3-4 24't 12' 17' Fine Brown Sand (SP) Sample # 7 @ 15' to 17' 3-5-6-8 2411 17' 22' Fine Light Brown Sand, some Coarse to Fine Gravel (SW) Sample # 8 @ 20' to 22' 13-16-20-21 2411 END OF BORING: 22'0" 1 S BORING �■ REPORT �IliiWRINGS .';I 1&/25/16 SURFACE ELEVATION. SPOON SAMPLE DESCRIPTnON SLOWS NO. of SAMPLE 'GENERAL NOTES d COARSE TO FINE DARK BROWN SILTY TOPSOIL AND SILTY ar SAND, SOME ORGANICS, TRACE Hand NE GRAVEL SM Clear FINE BRAWN SILTY SAND, WATER LEVEL: 4'0" TIDAL FINE TO SMALL G 5 WEIGHT OF (SM) 7:30 AM HAMMER 2 a FINE BROWN AND BLACK SAND, RECORDED HIGH TIDE: 8:04 AM 1 3 SOME SILT, TRACE FINE LOW TIDE: 2: 15 PM GRAVEL (SM) ' 2 3 1 3 1) WATER LEVEL SHOWN IS' THAT 10, 3 4MEASURED ON THE DATE INDICATED 3 4 6FINE BROWN AND GRAY AND MAY NOT BE REFLECTIVE OF SAND (SP) DAILY OR SEASONAL VARIATIONS 3 4 IN THE GROUNDWATER LEVEL. FINE BROWN SAND (SP) 2) THE BORING RESULTS REPRESENT, SUB-SURFACE CONDITIONS AT THE 15 BORING LOCATION ONLY AND ARE NOT NECESSARILY REPRESENTATIVE 3 5 7 1 OF CONDITIONS AT OTHER ^ 6 8 LOCATIONS. FINE LTGHT BROWN SAND, SOME COARSE TO FINE GRAVEL (SW) 20 13 16 20 21 END OF BORING: 22'0" JD8 NlMS.ft JOS DESCRIPTION LOCATION RESIDENCE: 2050 DEEP.HOLE DRIVE 16-444 fscAE NTS MATTITUCK, NEW YORK DRAWN 5Y CLB SLACKE TEST BORINGONG , DA� 10/25/16 DRAMNG MAWR P.O.SOX 64,KINGS PARK,LONG ISLAND,NY 117541 1 of 2 TEL (&31)269-7930 FAX (631)269-7932 8UL.KHEAD- - i t U W LL } uj �L l � � REFUSAL ENCOUNTERED SLAB T DEEP HOLE DRIVE .raaa�ttarxx+rcoc�mcst RESIDENCE: 2050 DEEP HOLE DRIVE 16-444 MATTITUCK, NEW YORK NTS By CLB SLACKE T BC NG, C. 10/25/16 WEE P.O.BOX 64-KINGS PARK.-LONG L ND.NY t1754 2 OF 2 SLACKE TEST BORING Invoice P.O. Box 64 DATE INVOICE# Kings Park,New York 11754 10/26,12016 16-444 631/2269-7930 BILL TO Philipp Kanipl'Architecture&Design 107 Center Street Bity Shore..Nm York 11706 . .......... P O.NO, TERMS PROJECT Due on receipt QUANTITY DESCRIPTION RATE AMOUNT I Lump Sum Fee lbr Fi0h not ing performed on October 25..2()16;submission of'Field 950.00 950.00 reports and Vertical Boring Plan LOCATION' 20501)eeplloledrive,Mzttlittick $950,00 'I NIA10"ARRANGEMENTS 'Total Allowable Activities NY Rising Housing Recovery Program - Applicant: Thomas Palmer Home: (631)298-8275 Property: 2050 Deep Hole Drive Matituck,NY 11952 Home: 2050 Deep Hole Drive Matituck,NY 11952 Assessor: Robert Smith Applicant Number: 103-HA-60419-2013 Type of Loss: Hurricane Date Contacted: 7/8/2014 Date of Loss: 10/29/2012 Date Received- 4/28/2014 Date Inspected: 7/10/2014 Date Entered- 7/8/2014 11:23 AM Date Est.Completed: 7/22/2014 9.29 AM Price List: NYLI7X_SEP13_NASDY Restoration/Service/Remodel Estimate: 60419AA Thomas Palmer was present at the listed property at the time of inspection. The Applicant is currently living in the home. Refer to attached estimate for a detailed description of damages. PROPERTY DESCRIPTION The house is a single story,site built,stick framed wood structure with vinyl siding on a slab on grade and pier and beam foundation. The roof covering is asphalt based composition shingles over a felt base sheet with galvanized flashings,fittings and drip edge. The electrical system appears to be a 150 amp with overhead service The system appears to be in good,undamaged condition. The HVAC is a central system with an exterior condensing unit and an interior air handling unit. The system appears to be in undamaged condition. The plumbing system consists of a water well and septic tank with underground service to the house. There is no storm debris accumulation on the property. Deteriorated paint was not observed on the house. The applicant was unable to access the crawlspace,as the key was with a family member who was out of state. DAMAGE DESCRIPTION ACCORDING TO THE APPLICANT The house interior received 3 feet of flood water from the storm surge causing damage to the doors,windows,walls,cabinets, floors,appliances,electrical,plumbing and HVAC. The roof covering was undamaged by wind. REPAIRS REPORTED TO THE ASSESSOR BY APPLICANT The repairs reported to the Assessor by the Applicant are to the doors,windows,walls,cabinets,floors,appliances,electrical, plumbing and HVAC. COMPLETED REPAIRS OBSERVED BY THE ASSESSOR The completed repairs observed by the Assessor are to the doors,windows,walls,cabinets,floors,appliances,electrical, plumbing and HVAC. See the estimate for details Allowable Activities NY Rising Housing Recovery Program 60419AA Property Exterior Rear Elevation DESCRIPTION QNTY UNIT COST TOTAL ------------------------------------SEPTIC TANK ---------------------------------- Remove Sewage filtration/septic tank-1000 gl. 1.00 EA @ 2,083.72= 2,083.72 Sewage filtration/septic tank-1000 gl. 1.00 EA @ 2,782.33= 2,782.33 Right Elevation DESCRIPTION QNTY UNIT COST TOTAL ------------------------------------HVAC------------------------------------ Remove Central air-condenser unit-3 ton-14-15 SEER 1.00 EA @ 61.91 = 61.91 Central air-condenser unit-3 ton- 14-15 SEER 1.00 EA @ 2,797.50= 2,797.50 Basement Crawlspace Height: 1'6" DESCRIPTION QNTY UNIT COST TOTAL ------------------------------------CRAWLSPACE------------------------------------ Remove Ductwork-flexible-insulated- 10"round 225.52 LF @ 1.12= 252.58 Ductwork-flexible-insulated- 10"round 225.52 LF @ 12.42= 2,800.96 1st Floor Dining Room Height: 8' Missing Wall 6' 10"X 8' Opens into LIVING—ROOM Missing Wall 4"X 8' Opens into KITCHEN Missing Wall 9' S 5/16"X 8' Opens into KITCHEN DESCRIPTION QNTY UNIT COST TOTAL ------------------------------------GENERAL ITEMS------------------------------------ Final cleaning-construction-Residential 131.78 SF @ 0.27= 35.58 ------------------------------------WALLS&CEILINGS------------------------------------ Apply anti-microbial agent 131.10 SF @ 0.25= 32.78 Seal exposed wall framing 131.10 SF @ 0.99= 129.79 60419AA 7/22/20.14 ' Page:2 Allowable Activities NY Rising Housing Recovery Program CONTINUED-Dining Room DESCRIPTION QNTY UNIT COST TOTAL Remove 1/2"drywall-hung,taped,floated,ready for paint 131.10 SF @ 0.64= 83.90 1/2"drywall-hung,taped,floated,ready for paint 131.10 SF @ 2.16= 283.18 Seal/prime then paint the walls twice(3 coats) 262.20 SF @ 1.35= 353.97 Remove Baseboard-3 1/4" 32.77 LF @ 0.67= 2196 Baseboard-3 1/4" 32.77 LF @ 3.70= 12125 Remove Base shoe 32.77 LF @ 0.24-- 7.86 Base shoe 32.77 LF @ 1.65= 54.07 Seal&paint baseboard w/cap&/or shoe-two coats 32.77 LF @ 2 03= 66.52 ------------------------------------DOORS&WINDOWS------------------------------------ Remove Exterior door-metal-insulated-flush or panel style 1.00 EA @ 32.05= 32.05 Exterior door-metal-insulated-flush or panel style 1.00 EA @ 330.32= 330.32 Prime&paint door slab only-exterior(per side) 2.00 EA @ 50.68= 101.36 Door lockset&deadbolt-exterior 100 EA @ 115.92= 115.92 Paint door/window trim&jamb-2 coats(per side) 2.00 EA @ 35.65= 71.30 Remove Storm door assembly 1.00 EA @ 26.17= 26.17 Storm door assembly 1.00 EA @ 294.83= 294.83 Remove Vinyl window,single hung,9-12 sf 4.00 EA @ 33.47= 133.88 Vinyl window,single hung,9-12 sf 4.00 EA @ 272.43= 1,089.72 Remove Casing-2 1/4" 64.00 LF @ 0.75= 48.00 Casing-2 1/4" 6400 LF @ 2.53= 161.92 Seal&paint casing-two coats 64.00 LF @ 1.72= 110.08 Remove Window sill 12.00 LF @ 1.03= 12.36 Window sill 12.00 LF @ 3.46= 41.52 Seal&paint window sill 12.00 LF @ 2.94= 35.28 ------------------------------------INSULATION------------------------------------ Remove Moisture protection for crawl space-visqueen-6 mil 131.78 SF @ 0.13= 17.13 Moisture protection for'crawl space-visqueen-6 mil 151.55 SF @ 0.60= 90.93 Remove Floor batt insulation-6"-R19-paper faced 131.78 SF @ 0.43= 56.67 Floor batt insulation-6"-R19-paper faced 131.78 SF @ 1.29= 170.00 ------------------------------------FLOORING------------------------------------ Remove Sheathing-plywood- 1/2"CDX 131.78 SF @ 0.84= 110.70 Sheathing-plywood-1/2"CDX 131.78 SF @ 1.85= 24379 Seal Exposed Framing&Joists 131.78 SF @ 0.75= 98.84 Remove Laminate-simulated wood flooring 131.78 SF @ 1.76= 231.93 Laminate-simulated wood flooring 131.78 SF @ 7.67= 1,010.75 ----------------------------------------------HVAC------------------------------------------------------------------- Remove Baseboard heat-steam or hot water 6.00 LF @ 3.73= 22.38 Baseboard heat-steam or hot water 6.00 LF @ 29.80= 178.80 60419AA 7/22/2014 Page:3 Allowable Activities NY Rising Housing Recovery Program CONTINUED-Dining Room DESCRIPTION QNTY UNIT COST TOTAL -------------------------------------ELECTRICAL----------------------------------------------------------------- Remove 110 volt copper wiring run,box and outlet 4.00 EA @ 7.93= 31.72 110 volt copper wiring run,box and outlet 4.00 EA @ 80.68= 322.72 Kitchen Height:8' Missing Wall 9'5 5/16"X 8' Opens into DINING-ROOM Missing Wall 4"X 8' Opens into DINING ROOM DESCRIPTION QNTY UNIT COST TOTAL ------------------------------------GENERAL ITEMS------------------------------------ Final cleaning-construction-Residential 124.32 SF @ 0.27= 33.57 ------------------------------------WALLS&CEILINGS------------------------------------ Apply anti-microbial agent 149.72 SF @ 0.25= 37.43 Seal stud walls 149.72 SF @ 0.99= 148.22 Remove 1/2"water rock(greenboard)hung,taped ready for texture 149.72 SF @ 0.64= 95.82 1/2"water rock(greenboard)hung,taped ready for texture 149.72 SF @ 1.99= 297.94 Texture drywall-light hand texture 299.45 SF @ 0.57= 170.69 Seal/prime then paint the walls twice(3 coats) 299.45 SF @ 1.35= 404.26 Remove Baseboard-3 1/4" 37.43 LF @ 0.67= 25.08 Baseboard-3 1/4" 37.43 LF @ 3.70= 138.49 Remove Base shoe 3743 LF @ 0.24= 8.98 Base shoe 37.43 LF @ 1.65= 61.76 Seal&paint baseboard w/cap&/or shoe-two coats 37.43 LF @ 2.03= 75.98 ------------------------------------DOORS&WINDOWS------------------------------------ Remove Vinyl window,single hung,9-12 sf 1.00 EA @ 33.47= 33.47 Vinyl window,single hung,9-12 sf 1.00 EA @ 272.43= 272.43 Remove Casing-2 1/4" 16.00 LF @ 0.75= 12.00 Casing-2 1/4" 16.00 LF @ 2.53= 40.48 Seal&paint casing-two coats 16.00 LF @ 1.72= 27.52 Remove Window sill 3.00 LF @ 1.03-- 3.09 Window sill 3.00 LF @ 3.46= 10.38 Seal&paint window sill 3.00 LF @ 2.94= 8.82 ---------------------------=--------INSULATION------------------------------------ Remove Floor batt insulation-6"-R19-paper faced 124.32 SF @ 0.43= 53.46 Floor batt insulation-6"-R19-paper faced 124.32 SF @ 1.29= 160.37 60419AA 7/22/2014 Page:4 Allowable Activities NY Rising Housing Recovery Program CONTINUED-Kitchen DESCRIPTION QNTY UNIT COST TOTAL Remove Moisture protection for crawl space-visqueen-6 mil 124.32 SF @ 0.13= 16.16 Moisture protection for crawl space-visqueen-6 mil 142.97 SF @ 0.60= 85.78 ------------------------------------FLOORING------------------------------------ Remove Sheathing-plywood- 1/2"CDX 124.32 SF @ 0.84= 104.43 Sheathing-plywood- 1/2"CDX 124.32 SF @ 1.85= 229.99 Seal Exposed Framing&Joists 124.32 SF @ 0.75= 9324 Remove Laminate-simulated wood flooring 124.32 SF @ 1.76= 21880 Floor preparation for sheet goods 124.32 SF @ 0 69= 85.78 Vinyl floor covering(sheet goods) 142.97 SF @ 4 40= 629.07 15%waste added for Vinyl floor covering(sheet goods). ------------------------------------CABINETRY------------------------------------ Remove Cabinetry-lower(base)units 12.00 LF @ 11.13= 13356 Cabinetry-lower(base)units 12.00 LF @ 215.74= 2,588 88 Remove Cabinetry-full height unit 3.00 LF @ 13.35= 40.05 Cabinetry-full height unit 3.00 LF @ 342.69= 1,028.07 Remove Countertop-post formed plastic laminate 1200 LF @ 6.17= 74.04 Countertop-post formed plastic laminate 12.00 LF @ 60 95= 731.40 ------------------------------------APPLIANCES------------------------------------ Remove Refrigerator-top freezer- 18 to 22 cf 100 EA @ 49.39= 49.39 Refrigerator-top freezer- 18 to 22 cf 1.00 EA @ 814.80= 814.80 Remove Range-freestanding-electric 100 EA @ 29.82= 29.82 Range-freestanding-electric 1.00 EA @ 794.85= 79485 Remove Dishwasher 1.00 EA @ 39.69= 39.69 Dishwasher 1.00 EA @ 732.84= 732.84 ------------------------------;-----PLUMBING--------------------------------------------------------------------- Detach&Reset Sink-double 1.00 EA @ 183.45= 183.45 Remove Appliance water line- 1/4" 1.00 EA @ 18.52= 18.52 Appliance water line-1/4" 1.00 EA @ 71.00= 71.00 ----------------------------------------------HVAC------------------------------------------------------------------- Remove V AC------------------------------------------------------------------- Remove Baseboard heat-steam or hot water 4.00 LF @ 3.73= 14.92 Baseboard heat-steam or hot water 4.00 LF @ 29.80= 119.20 -------------------------------------ELECTRICAL----------------------------------------------------------------- Remove 220 volt copper wiring run,box and receptacle 1.00 EA @ 11.13= 11.13 220 volt copper wiring run,box and receptacle 1.00 EA @ 161.78= 16178 Remove Ground fault interrupter(GFI)outlet 2.00 EA @ 6.69= 13.38 Ground fault interrupter(GFI)outlet 2.00 EA @ 36.60= 73.20 Remove 110 volt copper wiring run,box and outlet 6.00 EA @ 7.93= 47.58 110 volt copper wiring run,box and outlet 6.00 EA @ 80.68= 484.08 60419AA 7/22/2014 Page:5 Allowable Activities NY Rising Housing Recovery Program Dining Room Closet Height:8' DESCRIPTION QNTY UNIT COST TOTAL ------------------------------------GENERAL ITEMS------------------------------------ Final cleaning-construction-Residential 12.62 SF @ 0.27-- 341 ------------------------------------WALLS&CEILINGS------------------------------------ Apply anti-microbial agent 60.20 SF @ 0.25= 15.05 Seal stud walls 60.20 SF @ 0.99= 59.60 Remove 1/2"drywall-hung,taped,floated,ready for paint 60.20 SF @ 0.64= 38.53 1/2"drywall-hung,taped,floated,ready for paint 60.20 SF @ 2.16= 13003 Seal/prime then paint the walls twice(3 coats) 120.39 SF @ 1.35= 162.53 Remove Baseboard-3 1/4" 15.05 LF @ 0.67= 10.08 Baseboard-3 1/4" 15.05 LF @ 3.70= 55.69 Remove Base shoe 15.05 LF @ 0.24-- 3.61 Base shoe 15.05 LF @ 1.65= 24.83 Seal&paint baseboard w/cap&/or shoe-two coats 15.05 LF @ 2.03= 30.55 ------------------------------------DOORS&WINDOWS------------------------------------ Remove Bifold door set-Colonist-Double 1.00 EA @ 22.22= 22.22 Bifold door set-Colonist-Double 1.00 EA @ 253.61 = 253.61 Paint bifold door set-Double-slab only-2 coats(per side) 2.00 EA @ 55.43= 110.86 ------------------------------------INSULATION------------------------------------ Remove Moisture protection for crawl space-visqueen-6 mil 12.62 SF @ 0.13= 1.64 Moisture protection for crawl space-visqueen-6 mil 14.52 SF @ 0.60= 8.71 Remove Floor batt insulation-6"-R19-paper faced 12.62 SF @ 0.43= 5.43 Floor batt insulation-6"-R19-paper faced 12.62 SF @ 1.29= 16.28 ------------------------------------FLOORING------------------------------------ Remove Sheathing-plywood-1/2" CDX 12.62 SF @ 0.84= 10.60 Sheathing-plywood- 1/2"CDX 1262 SF @ 1.85= 23.35 Seal Exposed Framing&Joists 12.62 SF @ 0.75= 9.47 Remove Laminate-simulated wood flooring 12.62 SF @ 1.76= 22.21 Laminate-simulated wood flooring 12.62 SF @ 7.67= 96.80 Living Room 1 Height: 8' Missing Wall 2 1/16"X 8' Opens into LIVING-ROOM- Missing IVINGROOM_Missing Wall 2' 7"X 8' Opens into LIVING-ROOM- Missing IVINGROOM_Missing Wall 2'9"X 8' Opens into HALLWAY Missing Wall 6' 10"X 8' Opens into DINING ROOM DESCRIPTION QNTY UNIT COST TOTAL ------------------------------------GENERAL ITEMS------------------------------------ Final cleaning-construction-Residential 274.49 SF @ 0.27= 74.11 ------------------------------------WALLS&CEILINGS------------------------------------ Apply anti-microbial agent 235.97 SF @ 0.25= 58.99 60419AA 7/22/2014 Page:6 Allowable Activities NY Rising Housing Recovery Program CONTINUED-Living Room 1 DESCRIPTION QNTY UNIT COST TOTAL Seal exposed wall framing 235.97 SF @ 0.99= 233.61 Remove 1/2"drywall-hung,taped,floated,ready for paint 235.97 SF @ 0 64= 151.02 1/2"drywall-hung,taped,floated,ready for paint 235.97 SF @ 2.16= 509.70 Seal/prime then paint the walls twice(3 coats) 471.94 SF @ 1.35= 637.12 Remove Baseboard-3 1/4" 58.99 LF @ 0 67= 39.52 Baseboard-3 1/4" 58.99 LF @ 3.70= 218.26 Remove Base shoe 58.99 LF @ 0.24= 14.16 Base shoe 58.99 LF @ 1.65= 97.33 Seal&paint baseboard w/cap&/or shoe-two coats 58.99 LF @ 2.03= 119.75 ------------------------------------DOORS&WINDOWS------------------------------------ Remove 6-0 6-8 vinyl sliding patio door 1.00 EA @ 55.57= 5557 6-0 6-8 vinyl sliding patio door 1.00 EA @ 1,053.09= 1,053.09 Remove Vinyl window,single hung,9-12 sf 2.00 EA @ 33.47= 66.94 Vinyl window,single hung,9-12 sf 2.00 EA @ 272.43= 544.86 Remove Casing-2 1/4" 32.00 LF @ 0.75= 24.00 Casing-2 1/4" 32.00 LF @ 2 53= 80.96 Seal&paint casing-two coats 32.00 LF @ 1.72= 55.04 Remove Window sill 6.00 LF @ 1.03= 6.18 Window sill 6.00 LF @ 3.46= 20.76 Seal&paint window sill 6.00 LF @ 2.94= 17.64 ------------------------------------INSULATION------------------------------------ Remove Moisture protection for crawl space-visqueen-6 mil 274.49 SF @ 0.13= 35.68 Moisture protection for crawl space-visqueen-6 mil 315.66 SF @ 0.60= 189.40 Remove Floor batt insulation-6"-R19-paper faced 274.49 SF @ 0.43= 118.03 Floor batt insulation-6"-R19-paper faced 274.49 SF @ 1.29= 354.09 ------------------------------------FLOORING------------------------------------ Remove Sheathing-plywood- 1/2"CDX 274.49 SF @ 0.84= 230.57 Sheathing-plywood-1/2"CDX 274.49 SF @ 1.85= 507.81 Seal Exposed Framing&Joists 274.49 SF @ 0.75= 205.87 Remove Laminate-simulated wood flooring 274.49 SF @ 1.76= 483.10 Laminate-simulated wood flooring 274.49 SF @ 7.67= 2,105.34 ----------------------------------------------HVAC------------------------------------------------------------------- Remove Baseboard heat-steam or hot water 8.00 LF @ 3.73= 29.84 Baseboard heat-steam or hot water 8.00 LF @ 29.80= 238.40 -------------------------------------ELECTRICAL----------------------------------------------------------------- Remove 110 volt copper wiring run,box and outlet 7.00 EA @ 7.93= 55.51 110 volt copper wiring run,box and outlet 7.00 EA @ 80.68= 56476 60419AA 7/22/2014 Page:7 Allowable Activities NY Rising Housing Recovery Program Living Room 2 Height: 8' Missing Wall 21711 X 8' Opens into LIVING-ROOM Missing Wall 21/16"X 8' Opens into LIVING ROOM DESCRIPTION QNTY UNIT COST TOTAL ------------------------------------GENERAL ITEMS------------------------------------ Final cleaning-construction-Residential 165.85 SF @ 0.27= 44.78 ------------------------------------WALLS&CEILINGS------------------------------------ Apply anti-microbial agent 197.18 SF @ 0.25= 49.30 Seal exposed wall framing 197.18 SF @ 0.99= 195.21 Remove 1/2"drywall-hung,taped,floated,ready for paint 197.18 SF @ 0.64= 126.20 1/2"drywall-hung,taped,floated,ready for paint 197.18 SF @ 2.16= 425.91 Seal/prime then paint the walls twice(3 coats) 394.35 SF @ 1.35= 532.37 Remove Baseboard-3 1/4" 49.29 LF @ 0.67= 33.02 Baseboard-3 1/4" 49.29 LF @ 3.70= 182.37 Remove Base shoe 49.29 LF @ 0.24= 11.83 Base shoe 49.29 LF @ 1.65= 81.33 Seal&paint baseboard w/cap&/or shoe-two coats 49.29 LF @ 2.03= 100.06 ------------------------------------DOORS&WINDOWS------------------------------------ Remove 6-0 6-8 vinyl sliding patio door 1.00 EA @ 55.57= 55.57 6-0 6-8 vinyl sliding patio door 1.00 EA @ 1,053.09= 1,053.09 Remove Vinyl window,single hung,9-12 sf 800 EA @ 33.47= 267.76 Vinyl window,single hung,9-12 sf 800 EA @ 272 43= 2,179.44 Remove Casing-2 1/4" 128.00 LF @ 0.75= 96.00 Casing-2 1/4" 128.00 LF @ 2 53= 323.84 Seal&paint casing-two coats 128.00 LF @ 1.72= 220.16 Remove Window sill 24.00 LF @ 1.03= 24.72 Window sill 24.00 LF @ 3.46= 8304 Seal&paint window sill 24.00 LF @ 2.94= 70.56 ------------------------------------INSULATION------------------------------------ Remove NSULATION------------------------------------ Remove Moisture protection for crawl space-visqueen-6 mil 165.85 SF @ 0.13= 21.56 Moisture protection for crawl space-visqueen-6 mil 190.73 SF @ 0.60= 114.44 Remove Floor batt insulation-6"-R19-paper faced 165.85 SF @ 0.43= 71.32 Floor batt insulation-6"-R19-paper faced 16585 SF @ 1.29= 213.95 ------------------------------------FLOORING------------------------------------ Remove Sheathing-plywood- 1/2"CDX 165.85 SF @ 0.84= 139.31 Sheathing-plywood- 1/2"CDX 165.85 SF @ 1.85= 306.82 Seal Exposed Framing&Joists 165.85 SF @ 0.75= 124.39 Remove Laminate-simulated wood flooring 16585 SF @ 1.76= 291.90 Laminate-simulated wood flooring 165.85 SF @ 7.67= 1,272.07 ----------------------------------------------HVAC------------------------------------------------------------------- Remove Baseboard heat-steam or hot water 8.00 LF @ 3.73= 29.84 Baseboard heat-steam or hot water 8.00 LF @ 29.80= 238.40 -------------------------------------ELECTRICAL----------------------------------------------------------------- Remove 110 volt copper wiring run,box and outlet 4.00 EA @ 7.93= 31.72 60419AA 7/22/2014 Page- 8 Allowable Activities NY Rising Housing Recovery Program CONTINUED-Living Room 2 DESCRIPTION QNTY UNIT COST TOTAL 110 volt copper wiring ran,box and outlet 4.00 EA @ 80.68= 322.72 Bedroom 1 Height: 8' DESCRIPTION QNTY UNIT COST TOTAL ------------------------------------GENERAL ITEMS------------------------------------ Final cleaning-construction-Residential 145.83 SF @ 0.27= 3937 ------------------------------------WALLS&CEILINGS------------------------------------ Apply anti-microbial agent 193.33 SF @ 0.25= 48.33 Seal exposed wall framing 193.33 SF @ 0.99= 191.40 Remove 1/2"drywall-hung,taped,floated,ready for paint 193.33 SF @ 0.64= 123.73 1/2"drywall-hung,taped,floated,ready for paint 193.33 SF @ 2 16= 417.59 Seal/prime then paint the walls twice(3 coats) 386.67 SF @ 1.35= 522.00 Remove Baseboard-3 1/4" 48.33 LF @ 0.67= 32.38 Baseboard-3 1/4" 48.33 LF @ 3.70= 178.82 Remove Base shoe 48.33 LF @ 0.24= 11.60 Base shoe 48.33 LF @ 1.65= 79.74 Seal&paint baseboard w/cap&/or shoe-two coats 48.33 LF @ 2.03= 98 11 ------------------------------------DOORS&WINDOWS------------------------------------ Remove Interior door unit 1.00 EA @ 27.79= 27.79 Interior door unit 1.00 EA @ 198.92= 198.92 Paint door slab only-2 coats(per side) 2.00 EA @ 34.66= 69.32 Paint door/window trim&iamb-2 coats(per side) 2.00 EA @ 35.65= 71.30 Door knob-interior 1.00 EA @ 55.29= 55.29 Remove Vinyl window,single hung,9-12 sf 4.00 EA @ 33.47= 133.88 Vinyl window,single hung,9-12 sf 400 EA @ 272.43= 1,089.72 Remove Casing-2 1/4" 64.00 LF @ 0.75= 48.00 Casing-2 1/4" 64.00 LF @ 2.53= 161.92 Seal&paint casing-two coats 64.00 LF @ 1.72= 110.08 Remove Window sill 12.00 LF @ 1.03= 12.36 Window sill 12.00 LF @ 3.46= 41.52 Seal&paint window sill 12.00 LF @ 2.94= 35.28 ------------------------------------INSULATION------------------------------------ Remove Moisture protection for crawl space-visqueen-6 mil 145.83 SF @ 0.13= 18.96 Moisture protection for crawl space-visqueen-6 mil 167.71 SF @ 0.60= 100.63 Remove Floor batt insulation-6"-R19-paper faced 145.83 SF @ 0.43= 62.71 60419AA 7/22/2014 Page:9 Allowable Activities NY Rising Housing Recovery Program CONTINUED-Bedroom 1 DESCRIPTION QNTY UNIT COST TOTAL Floor batt insulation-6"-R19-paper faced 145.83 SF @ 1.29= 188.12 ------------------------------------FLOORING------------------------------------ Remove Sheathing-plywood- 1/2"CDX 145.83 SF @ 0.84= 122.50 Sheathing-plywood-1/2"CDX 145.83 SF @ 1.85= 269.79 Seal Exposed Framing&Joists 145.83 SF @ 0.75= 109.37 Remove Laminate-simulated wood flooring 145.83 SF @ 1.76= 256.66 Laminate-simulated wood flooring 145.83 SF @ 7 67= 1,118.52 ----------------------------------------------HVAC------------------------------------------------------------------- Remove Baseboard heat-steam or hot water 4.00 LF @ 3.73= 14.92 Baseboard heat-steam or hot water 4.00 LF @ 29.80= 119.20 -------------------------------------ELECTRICAL----------------------------------------------------------------- Remove Combination CO/Smoke detector 1.00 EA @ 16.59= 16.59 Combination CO/Smoke detector 1.00 EA @ 109.95= 109.95 Remove 110 volt copper wiring run,box and outlet 5.00 EA @ 7.93= 39.65 110 volt copper wiring run,box and outlet 5.00 EA @ 80.68= 403.40 Closet 1 Height: 8' DESCRIPTION QNTY UNIT COST TOTAL ------------------------------------GENERAL ITEMS------------------------------------ Final cleaning-construction-Residential 14.58 SF @ 0.27= 3.94 ------------------------------------WALLS&CEILINGS------------------------------------ Apply anti-microbial agent 80.67 SF @ 0.25= 20.17 Seal stud walls 80.67 SF @ 0.99= 79.86 Remove 1/2"drywall-hung,taped,floated,ready for paint 80.67 SF @ 0.64= 51.63 1/2"drywall-hung,taped,floated,ready for paint 80.67 SF @ 2.16= 174.25 Seal/prime then paint the walls twice(3 coats) 161.33 SF @ 1.35= 217.80 Remove Baseboard-3 1/4" 20.17 LF @ 0.67= 13.51 Baseboard-3 1/4" 20.17 LF @ 3.70= 74.63 Remove Base shoe 20.17 LF @ 0.24= 4.84 Base shoe 20.17 LF @ 1.65= 3328 Seal&paint baseboard w/cap&/or shoe-two coats 20.17 LF @ 2.03= 40.95 ------------------------------------DOORS&WINDOWS------------------------------------ Remove Interior door unit 2.00 EA @ 27.79= 55.58 Interior door unit 2.00 EA @ 198.92= 39784 Paint door slab only-2 coats(per side) 4.00 EA @ 34.66= 138.64 60419AA 7/22/2014 Page- 10 Allowable Activities NY Rising Housing Recovery Program CONTINUED-Closet I DESCRIPTION QNTY UNIT COST TOTAL Paint door/window trim&jamb-2 coats(per side) 4.00 EA @ 35 65= 142.60 Doorknob-interior 2.00 EA @ 55.29= 110.58 ------------------------------------INSULATION------------------------------------ Remove Moisture protection for crawl space-visqueen-6 mil 14.58 SF @ 0.13= 1.90 Moisture protection for crawl space-visqueen-6 mil 16.77 SF @ 0.60= 10.06 Remove Floor batt insulation-6"-R19-paper faced 14.58 SF @ 0.43= 6.27 Floor batt insulation-6"-R19-paper faced 14.58 SF @ 1.29= 18.81 ------------------------------------FLOORING------------------------------------ Remove Sheathing-plywood-1/2"CDX 14.58 SF @ 0.84= 12.25 Sheathing-plywood- 1/2"CDX '14.58 SF @ 1.85= 26.97 Seal Exposed Framing&Joists 14.58 SF @ 0.75= 10.94 Remove Laminate-simulated wood flooring 1458 SF @ 1.76= 25.66 Laminate-simulated wood flooring 14.58 SF @ 7.67= 111.83 Bathroom 1 Height: 8' DESCRIPTION QNTY UNIT COST TOTAL ------------------------------------GENERAL ITEMS------------------------------------ Final cleaning-construction-Residential 3942 SF @ 0.27= 10.64 ------------------------------------WALLS&CEILINGS------------------------------------ Apply anti-microbial agent 101.33 SF @ 0.25= 25.33 Seal stud walls 101.33 SF @ 0.99= 100.32 Remove 1/2"water rock(greenboard)hung,taped ready for texture 101.33 SF @ 0.64= 64.85 1/2"water rock(greenboard)hung,taped ready for texture 101.33 SF @ 1.99= 201.65 Texture drywall-light hand texture 202.67 SF @ 0.57= 11552 Seal/prime then paint the walls twice(3 coats) 202.67 SF @ 1.35= 27360 Remove Baseboard-3 1/4" 25.33 LF @ 0.67= 16.97 Baseboard-3 1/4" 25.33 LF @ 3.70= 93.72 Remove Base shoe 25.33 LF @ 0.24= 6.08 Base shoe 25.33 LF @ 1.65= 41.79 Seal&paint baseboard w/cap&/or shoe-two coats 25.33 LF @ 2.03= 51.42 Remove Bath accessory 2.00 EA @ 7.41 = 14.82 Bath accessory 2.00 EA @ 35.51 = 71.02 Detach&Reset Mirror- 1/4"plate glass 6.00 SF @ 8.52= 51.12 ------------------------------------DOORS&WINDOWS------------------------------------------------------- Remove Interior door unit 1.00 EA @ 27.79= 27.79 60419AA 7/22/2014 Page: 11 Allowable Activities NY Rising Housing Recovery Program CONTINUED-Bathroom 1 DESCRIPTION QNTY UNIT COST TOTAL Interior door unit 100 EA @ 198.92= 198.92 Paint door slab only-2 coats(per side) 2.00 EA @ 34.66= 69.32 Paint door/window trim&jamb-2 coats(per side) 200 EA @ 35.65= 71.30 Door knob-interior 1.00 EA @ 55.29= 55.29 ------------------------------------INSULATION------------------------------------ Remove Floor batt insulation-6"-R19-paper faced 39.42 SF @ 0.43= 1695 Floor batt insulation-6"-R19-paper faced 39.42 SF @ 1.29= 50.85 Remove Moisture protection for crawl space-visqueen-6 mil 39.42 SF @ 0.13= 5.12 Moisture protection for crawl space-visqueen-6 mil 45.33 SF @ 0.60= 27.20 ------------------------------------FLOORING------------------------------------ Remove Sheathing-plywood-1/2"CDX 39.42 SF @ 0.84= 33.11 Sheathing-plywood- 1/2"CDX 39.42 SF @ 1.85= 72.93 Seal Exposed Framing&Joists 39.42 SF @ 0.75= 29.57 Remove Tile floor covering 39.42 SF @ 3.71 = 146.25 Floor preparation for sheet goods 39.42 SF @ 0.69= 27.20 Vinyl floor covering(sheet goods) 45.33 SF @ 4.40= 199.45 15%waste added for Vinyl floor covering(sheet goods). ------------------------------------CABINETRY------------------------------------------------------------------- Remove Vanity 3.00 LF @ 11.13= 33.39 Vanity 3.00 LF @ 168.95= 506.85 ------------------------------------PLUMBING--------------------------------------------------------------------- Detach&Reset Vanity top-one sink-cultured marble 3.00 LF @ 20.62= 61.86 Detach&Reset P-trap assembly-ABS(plastic) 1.00 EA @ 68.05= 68.05 Remove Fiberglass shower unit 1.00 EA @ 111.15= 111.15 Fiberglass shower unit 1.00 EA @ 955.86= 955.86 Remove Shower faucet 1.00 EA @ 28.03= 28.03 Shower faucet 1.00 EA @ 281.81= 281.81 Remove Toilet 1.00 EA @ 37.06= 3706 Toilet 1.00 EA @ 467.90= 467.90 Toilet seat 1.00 EA @ 63.51 = 63.51 Remove Sink faucet-Bathroom 1.00 EA @ 27.78= 27.78 Sink faucet-Bathroom 1.00 EA @ 203.21= 20321 Remove Toilet flange 1.00 EA @ 59.49= 59.49 Toilet flange 1.00 EA @ 246.99= 246.99 ----------------------------------------------HVAC------------------------------------------------------------------- Remove Baseboard heat-steam or hot water 4.00 LF @ 3.73= 1492 Baseboard heat-steam or hot water 4.00 LF @ 29.80= 119.20 -------------------------------------ELECTRICAL----------------------------------------------------------------- 60419AA 7/22/2014 Page- 12 Allowable Activities NY Rising Housing Recovery Program CONTINUED-Bathroom 1 DESCRIPTION QNTY UNIT COST TOTAL Remove Ground fault interrupter(GFI)outlet 1.00 EA @ 6.69= 6.69 Ground fault interrupter(GFI)outlet 1.00 EA @ 36.60= 36.60 Remove 110 volt copper wiring run,box and outlet 2.00 EA @ 7 93= 15 86 110 volt copper wiring run,box and outlet 2.00 EA @ 80.68= 16136 Hallway Height: 8' Missing Wall 2'9"X 8' Opens into LIVING_ROOM DESCRIPTION QNTY UNIT COST TOTAL ------------------------------------GENERAL ITEMS------------------------------------ Final cleaning-construction-Residential 23.15 SF @ 0.27= 6.25 ------------------------------------WALLS&CEILINGS------------------------------------ Apply anti-microbial agent 79.01 SF @ 0 25= 19.75 Seal stud walls 79.01 SF @ 0.99= 78.22 Remove 1/2"drywall-hung,taped,floated,ready for paint 79.01 SF @ 0 64= 50.57 1/2"drywall-hung,taped,floated,ready for paint 79.01 SF @ 2.16= 170.66 Seal/prime then paint the walls twice(3 coats) 158.02 SF @ 1.35= 213.33 Remove Baseboard-3 1/4" 19.75 LF @ 0.67= 13.23 Baseboard-3 1/4" 19.75 LF @ 3.70= 73.08 Remove Base shoe 19.75 LF @ 0 24= 4.74 Base shoe 19.75 LF @ 1.65= 32.59 Seal&paint baseboard w/cap&/or shoe-two coats 19.75 LF @ 2.03= 40.09 ------------------------------------INSULATION------------------------------------ Remove Moisture protection for crawl space-visqueen-6 mil 23.15 SF @ 0.13= 3.01 Moisture protection for crawl space-visqueen-6 mil 26.62 SF @ 0.60= 15.97 Remove Floor batt insulation-6"-R19-paper faced 23.15 SF @ 0.43= 9.95 Floor batt insulation-6"-R19-paper faced 23.15 SF @ 1.29= 29.86 Asper HUD CPD Green Building Retrofit Checklist. ------------------------------------FLOORING------------------------------------ Remove Sheathing-plywood-1/2"CDX 23.15 SF @ 0.84= 19.45 Sheathing-plywood- 1/2"CDX 23.15 SF @ 1.85= 42.83 Seal Exposed Framing&Joists 23.15 SF @ 0.75= 17.36 Remove Laminate-simulated wood flooring 23.15 SF @ 1.76= 40.74 Laminate-simulated wood flooring 23.15 SF @ 7.67= 177.56 -------------------------------------ELECTRICAL----------------------------------------------------------------- Remove Combination CO/Smoke detector 1.00 EA @ 16.59= 16.59 60419AA 7/22/2014 Page: 13 Allowable Activities NY Rising Housing Recovery Program CONTINUED-Hallway DESCRIPTION QNTY UNIT COST TOTAL Combination CO/Smoke detector 1.00 EA @ 109.95= 109.95 Remove 110 volt copper wiring run,box and outlet 2.00 EA @ 7.93= 15.86 110 volt copper wiring run,box and outlet 2.00 EA @ 80.68= 161.36 Laundry Room Height: 8' DESCRIPTION QNTY UNIT COST TOTAL ------------------------------------GENERAL ITEMS------------------------------------ Final cleaning-construction-Residential 14.25 SF @ 0.27= 3.85 ------------------------------------WALLS&CEILINGS------------------------------------ Apply anti-microbial agent 62.00 SF @ 0.25= 15.50 Seal stud walls 62.00 SF @ 0.99= 61.38 Remove 1/2"drywall-hung,taped,floated,ready for paint 62.00 SF @ 0.64= 39.68 1/2"drywall-hung,taped,floated,ready for paint 62.00 SF @ 2.16= 133.92 Seal/prime then paint the walls twice(3 coats) 124.00 SF @ 1.35= 167.40 Remove Baseboard-3 1/4" 15.50 LF @ 0.67= 10.39 Baseboard-3 1/4" 15.50 LF @ 3.70= 57.35 Remove Base shoe 15.50 LF @ 024-- 3.72 Base shoe 15.50 LF @ 1.65= 25.58 Seal&paint baseboard w/cap&/or shoe-two coats 15.50 LF @ 2.03= 31.47 ------------------------------------DOORS&WIISWOWS------------------------------------ Remove Bifold door set-Colonist-Double 1.00 EA @ 22.22= 22.22 Bifold door set-Colonist-Double 1.00 EA @ 253.61 = 253.61 Paint bifold door set-Double-slab only-2 coats(per side) 2.00 EA @ 55.43= 110.86 Remove Door opening(jamb&casing)-36"to60"wide-paint grade 1.00 EA @ 9.32= 9.32 Door opening(jamb&casing)-36"to60"wide-paint grade 1.00 EA @ 166.90= 166.90 Paint door/window trim&iamb-Large-2 coats(per side) 200 EA @ 41.86= 83.72 ------------------------------------INSULATION------------------------------------ Remove Floor batt insulation-6"-R19-paper faced 14.25 SF @ 0.43= 6.13 Floor batt insulation-6"-R19-paper faced 14.25 SF @ 1 29= 18 38 Remove Moisture protection for crawl space-visqueen-6 mil 14.25 SF @ 0.13= 1.85 Moisture protection for crawl space-visqueen-6 mil 16.39 SF @ 0.60= 9.83 ------------------------------------FLOORING------------------------------------ Remove Sheathing-plywood- 1/2"CDX 14.25 SF @ 0.84= 11.97 Sheathing-plywood-1/2"CDX 1425 SF @ 1.85= 26.36 Seal Exposed Framing&Joists 1425 SF @ 0.75= 10.69 60419AA 7/22/2014 Page: 14 Allowable Activities NY Rising Housing Recovery Program CONTINUED-Laundry Room DESCRIPTION QNTY UNIT COST TOTAL Remove Laminate-simulated wood flooring 14.25 SF @ 1.76= 25.08 Laminate-simulated wood flooring 14.25 SF @ 7 67= 109.30 -------------------------------------ELECTRICAL----------------------------------------------------------------- Remove 220 volt copper wiring run,box and receptacle 1.00 EA @ 11.13= 11.13 220 volt copper wiring run,box and receptacle 1.00 EA @ 161.78= 161.78 Remove Ground fault interrupter(GFI)outlet 1.00 EA @ 6.69= 6.69 Ground fault interrupter(GFI)outlet 1.00 EA @ 36.60= 36.60 Remove 110 volt copper wiring run,box and outlet 1.00 EA @ 7.93= 7.93 110 volt copper wiring run,box and outlet 1.00 EA @ 80.68= 80.68 ------------------------------------PLUMBING--------------------------------------------------------------------- Remove LUMBING--------------------------------------------------------------------- Remove Washing machine outlet box with valves 1.00 EA @ 40.54= 40.54 Washing machine outlet box with valves 1.00 EA @ 271.23= 271.23 Bedroom 2 Height: 8' DESCRIPTION QNTY UNIT COST TOTAL ------------------------------------GENERAL ITEMS------------------------------------ Final cleaning-construction-Residential 112.36 SF @ 0.27= 30.34 ------------------------------------WALLS&CEILINGS------------------------------------ Apply anti-microbial agent 184.00 SF @ 0.25= 46.00 Seal exposed wall framing 184.00 SF @ 0.99= 182.16 Remove 1/2"drywall-hung,taped,floated,ready for paint 184.00 SF @ 0.64= 117.76 1/2"drywall-hung,taped,floated,ready for paint 184.00 SF @ 2.16= 397.44 Seal/prime then paint the walls twice(3 coats) 368.00 SF @ 1.35= 496.80 Remove Baseboard-3 1/4" 46.00 LF @ 0.67= 30.82 Baseboard-3 1/4" 46.00 LF @ 3.70= 17020 Remove Base shoe 46.00 LF @ 0.24= 11.04 Base shoe 46.00 LF @ 1 65= 75.90 Seal&paint baseboard w/cap&/or shoe-two coats 46.00 LF @ 2.03= 93.38 ------------------------------------DOORS&WINDOWS------------------------------------ Remove Interior door unit 1.00 EA @ 27.79= 27.79 Interior door unit 100 EA @ 198.92= 198.92 Paint door slab only-2 coats(per side) 200 EA @ 34.66= 69.32 Paint door/window tnm&jamb-2 coats(per side) 2.00 EA @ 35.65= 71.30 Door knob-interior 1.00 EA @ 55.29= 55.29 Remove Vinyl window,single hung,9-12 sf 3.00 EA @ 33.47= 100.41 60419AA 7/22/2014 Page: 15 Allowable Activities NY Rising Housing Recovery Program CONTINUED-Bedroom 2 DESCRIPTION QNTY UNIT COST TOTAL Vinyl window,single hung,9-12 sf 3.00 EA @ 272.43= 817.29 Remove Casing-2 1/4" 48.00 LF @ 0.75= 36.00 Casing-2 1/4" 48.00 LF @ 2.53= 121.44 Seal&paint casing-two coats 48.00 LF @ 1.72= 82.56 Remove Window sill 9.00 LF @ 1.03= 9.27 Window sill 9.00 LF @ 3.46= 31.14 Seal&paint window sill 9.00 LF @ 2.94= 26.46 ------------------------------------INSULATION------------------------------------ Remove NSULATION------------------------------------ Remove Floor batt insulation-6"-R19-paper faced 112.36 SF @ 0.43= 48.31 Floor batt insulation-6"-R19-paper faced 112.36 SF @ 1.29= 144.94 Remove Moisture protection for crawl space-visqueen-6 mil 112.36 SF @ 0.13= 14.61 Moisture protection for crawl space-visqueen-6 mil 129.22 SF @ 0.60= 77.53 ------------------------------------FLOORING------------------------------------ Remove Sheathing-plywood-1/2"CDX 112.36 SF @ 0.84= 94.38 Sheathing-plywood-1/2"CDX 112.36 SF @ 1.85= 207.87 Seal Exposed Framing&Joists 11236 SF @ 0.75= 84.27 Remove Laminate-simulated wood flooring 112.36 SF @ 1.76= 197.75 Laminate-simulated wood flooring 112.36 SF @ 7.67= 861.80 ----------------------------------------------HVAC------------------------------------------------------------------- Remove Baseboard heat-steam or hot water 4.00 LF @ 3.73= 14.92 Baseboard heat-steam or hot water 4.00 LF @ 29.80= 119.20 -------------------------------------ELECTRICAL----------------------------------------------------------------- Remove Combination CO/Smoke detector 1.00 EA @ 16.59= 16.59 Combination CO/Smoke detector 1.00 EA @ 109.95= 109.95 Remove 110 volt copper wiring run,box and outlet 5.00 EA @ 7.93= 39.65 110 volt copper wing run,box and outlet 5.00 EA @ 80.68= 403.40 Closet 2 Height: 8' DESCRIPTION QNTY UNIT COST TOTAL ------------------------------------GENERAL ITEMS------------------------------------ Final cleaning-construction-Residential 14.58 SF @ 0.27= 3.94 ------------------------------------WALLS&CEILINGS------------------------------------ Apply anti-microbial agent 80.67 SF @ 0.25= 20.17 Seal stud walls 80.67 SF @ 0.99= 7986 Remove 1/2"drywall-hung,taped,floated,ready for paint 80.67 SF @ 0.64= 51.63 60419AA 7/22/2014 1 Page: 16 Allowable Activities NY Rising Housing Recovery Program CONTINUED-Closet 2 DESCRIPTION QNTY UNIT COST TOTAL 1/2"drywall-hung,taped,floated,ready for paint 80.67 SF @ 2.16= 174.25 Seal/prime then paint the walls twice(3 coats) 161.33 SF @ 1.35= 217.80 Remove Baseboard-3 1/4" 20.17 LF @ 0.67= 13.51 Baseboard-3 1/4" 20.17 LF @ 3.70= 74.63 Remove Base shoe 20.17 LF @ 0.24= 484 Base shoe 20.17 LF @ 1.65= 33.28 Seal&paint baseboard w/cap&/or shoe-two coats 20.17 LF @ 2.03= 4095 ------------------------------------DOORS&WINDOWS------------------------------------ Remove Interior door unit 2.00 EA @ 27.79= 55.58 Interior door unit 2.00 EA @ 198.92= 397.84 Paint door slab only-2 coats(per side) 4.00 EA @ 34.66= 13864 Paint door/window trim&jamb-2 coats(per side) 4.00 EA @ 35.65= 142.60 Door knob-interior 2.00 EA @ 55.29= 110.58 ------------------------------------INSULATION------------------------------------ Remove Floor batt insulation-6"-R19-paper faced 14.58 SF @ 0.43= 6.27 Floor batt insulation-6"-R19-paper faced 14.58 SF @ 1.29= 18.81 Remove Moisture protection for crawl space-visqueen-6 mil 14.58 SF @ 0.13= 1.90 Moisture protection for crawl space-visqueen-6 mil 16.77 SF @ 0.60= 10.06 ------------------------------------FLOORING------------------------------------ Remove Sheathing-plywood- 1/2"CDX 14.58 SF @ 0.84= 12.25 Sheathing-plywood-1/2"CDX 14.58 SF @ 1.85= 26.97 Seal Exposed Framing&Joists 14.58 SF @ 0.75= 10.94 Remove Laminate-simulated wood flooring 14.58 SF @ 1.76= 25.66 Laminate-simulated wood flooring 14.58 SF @ 7.67= 111.83 Closet 3 Height: 8' DESCRIPTION QNTY UNIT COST TOTAL ------------------------------------GENERAL ITEMS------------------------------------ Final cleaning-construction-Residential 3.89 SF @ 0.27= 1.05 ------------------------------------WALLS&CEILINGS------------------------------------ Apply anti-microbial agent 32.00 SF @ 0.25= 8.00 Seal stud walls 32.00 SF @ 0.99= 3168 Remove 1/2"drywall-hung,taped,floated,ready for paint 32.00 SF @ 0.64= 20.48 1/2"drywall-hung,taped,floated,ready for paint 32.00 SF @ 2.16= 6912 Seal/prime then paint the walls twice(3 coats) 64.00 SF @ 1.35= 86.40 60419AA 7/22/2014 Page: 17 L Allowable Activities h NY Rising Housing Recovery Program CONTINUED-Closet 3 DESCRIPTION QNTY UNIT COST TOTAL Remove Baseboard-3 1/4" 8.00 LF @ 0.67= 5.36 Baseboard-3 1/4" 8.00 LF @ 3.70= 29.60 Remove Base shoe 8.00 LF @ 0.24-- 1.92 Base shoe 8.00 LF @ 1.65= 13.20 Seal&paint baseboard w/cap&/or shoe-two coats 8.00 LF @ 2.03= 16.24 ------------------------------------DOORS&WINDOWS-----------------------------------= Remove Interior door unit 100 EA @ 27.79= 27.79 Interior door unit 1.00 EA @ 198.92= 198.92 Paint door slab only-2 coats(per side) 2.00 EA @ 34.66= 69.32 Paint door/window trim&iamb-2 coats(per side) 2.00 EA @ 35.65= 71.30 Door knob-interior 1.00 EA @ 55.29= 55.29 ------------------------------------INSULATION------------------------------------ Remove Floor batt insulation-6"-R19-paper faced 3.89 SF @ 0.43= 1.67 Floor batt insulation-6"-R19-paper faced 3.89 SF @ 1.29= 5.02 Remove Moisture protection for crawl space-visqueen-6 mil 3.89 SF @ 0.13= 0.51 Moisture protection for crawl space-visqueen-6 mil 4.47 SF @ 0.60= 2.68 ------------------------------------FLOORING------------------------------------ Remove Sheathing-plywood- 1/2"CDX 3.89 SF @ 0.84= 3.27 Sheathing-plywood- 1/2"CDX 3.89 SF @ 1.85= 7.20 Seal Exposed Framing&Joists 3.89 SF @ 0.75-- 2.92 Remove Laminate-simulated wood flooring 3.89 SF @ 1.76= 6.85 Laminate-simulated wood flooring 3.89 SF @ 7.67= 29.84 Bathroom 2 Height: 8' DESCRIPTION QNTY UNIT COST TOTAL ------------------------------------GENERAL ITEMS------------------------------------ Final cleaning-construction-Residential 55.93 SF @ 0.27= 15.10 ------------------------------------WALLS&CEILINGS------------------------------------- Apply anti-microbial agent 136.67 SF @ 0.25= 34.17 Seal stud walls 136.67 SF @ 0.99= 135.30 Remove 1/2"water rock(greenboard)hung,taped ready for texture 136.67 SF @ 0.64= 87.47 1/2"water rock(greenboard)hung,taped ready for texture 136.67 SF @ 1.99= 271.97 Texture drywall-light hand texture 273.33 SF @ 0.57= 155.80 Seal/prime then paint the walls twice(3 coats) 273.33 SF @ 1.35= 369.00 Remove Baseboard-3 1/4" 34.17 LF @ 0.67= 22.89 60419AA 7/22/2014 Page: 18 Allowable Activities NY Rising Housing Recovery Program CONTINUED-Bathroom 2 DESCRIPTION QNTY UNIT COST TOTAL Baseboard-3 1/4" 34.17 LF @ 3.70= 126.43 Remove Base shoe 34.17 LF @ 0.24= 8.20 Base shoe 3417 LF @ 1.65= 56.38 Seal&paint baseboard w/cap&/or shoe-two coats 34.17 LF @ 2.03= 69.37 Remove Bath accessory 2.00 EA @ 7.41 = 14.82 Bath accessory 2.00 EA @ 35.51 = 71.02 Detach&Reset Mirror- 1/4"plate glass 6.00 SF @ 8 52= 51.12 ------------------------------------DOORS&WINDOWS------------------------------------------------------- Remove Interior door unit 1.00 EA @ 27.79= 27.79 Interior door unit 1.00 EA @ 198.92= 198.92 Paint door slab only-2 coats(per side) 2.00 EA @ 34.66= 69.32 Paint door/window tnm&jamb-2 coats(per side) 2.00 EA @ 35.65= 71.30 Door knob-interior 1.00 EA @ 55.29= 55.29 ------------------------------------INSULATION------------------------------------ Remove Floor batt insulation-6"-R19-paper faced 55.93 SF @ 0.43= 24.05 Floor batt insulation-6"-R19-paper faced 55.93 SF @ 1.29= 72.15 Remove Moisture protection for crawl space-visqueen-6 mil 55.93 SF @ 0.13= 7.27 Moisture protection for crawl space-visqueen-6 mil 64.32 SF @ 0.60= 38.59 ------------------------------------FLOORING------------------------------------ Remove Sheathing-plywood-1/2"CDX 55.93 SF @ 0.84= 46.98 Sheathing-plywood- 1/2"CDX 55.93 SF @ 1.85= 103.47 Seal Exposed Framing&Joists 55.93 SF @ 0.75= 41.95 Remove Tile floor covering 55.93 SF @ 3.71 = 207.50 Floor preparation for sheet goods 55.93 SF @ 0.69= 38.59 Vinyl floor covering(sheet goods) 64.32 SF @ 4.40= 283.01 15%waste added for Viny1 floor covering(sheet goods). ------------------------------------CABINETRY------------------------------------------------------------------- Remove Vanity 3.00 LF @ 11.13= 33.39 Vanity 3.00 LF @ 168.95= 506.85 ------------------------------------PLUMBING--------------------------------------------------------------------- Detach LUMBING--------------------------------------------------------------------- Detach&Reset Vanity top-one sink-cultured marble 3.00 LF @ 20.62= 6186 Detach&Reset P-trap assembly-ABS(plastic) 1.00 EA @ 68.05= 68.05 Remove Fiberglass tub&shower combination 1.00 EA @ 123.48= 123.48 Fiberglass tub&shower combination 1.00 EA @ 1,094.87= 1,094.87 Remove Tub/shower faucet 1.00 EA @ 37.06= 37.06 Tub/shower faucet 1.00 EA @ 366.91= 36691 Remove Toilet 1.00 EA @ 37.06= 3706 Toilet 1.00 EA @ 467.90= 467.90 60419AA 7/22/2014 Page: 19 Allowable Activities NY Rising Housing Recovery Program CONTINUED-Bathroom 2 DESCRIPTION QNTY UNIT COST TOTAL Toilet seat 1.00 EA @ 63.51 = 63.51 Remove Sink faucet-Bathroom 1.00 EA @ 27.78= 27.78 Sink faucet-Bathroom 1.00 EA @ 203.21 = 203.21 Remove Toilet flange 1.00 EA @ 59.49= 59.49 Toilet flange 1.00 EA @ 246.99= 246.99 ----------------------------------------------HVAC------------------------------------------------------------------- Remove Baseboard heat-steam or hot water 4.00 LF @ 3.73= 14.92 Baseboard heat-steam or hot water 4.00 LF @ 29.80= 119.20 -------------------------------------ELECTRICAL----------------------------------------------------------------- Remove Ground fault interrupter(GFI)outlet 1.00 EA @ 6.69= 6.69 Ground fault interrupter(GFI)outlet 1.00 EA @ 36.60= 36.60 Remove 110 volt copper wiring run,box and outlet 3.00 EA @ 7.93= 23.79 110 volt copper wiring run,box and outlet 3.00 EA @ 80.68= 242.04 Garage Height: 8' DESCRIPTION QNTY UNIT COST TOTAL ------------------------------------GENERAL ITEMS------------------------------------ Final cleaning-construction-Residential 399.89 SF @ 0.27= 107.97 ------------------------------------WALLS&CEILINGS------------------------------------ Apply anti-microbial agent 320.00 SF @ 0.25= 80.00 Seal exposed wall framing 320.00 SF @ 0.99= 316.80 Remove 1/2"drywall-hung,taped,floated,ready for paint 320.00 SF @ 0.64= 204.80 1/2"drywall-hung,taped,floated,ready for paint 320.00 SF @ 2.16= 691.20 ------------------------------------DOORS&WINDOWS------------------------------------ Remove Exterior door-metal-insulated-flush or panel style 1.00 EA @ 32.05= 32.05 Exterior door-metal-insulated-flush or panel style 100 EA @ 330.32= 330.32 Prime&paint door slab only-exterior(per side) 2.00 EA @ 50.68= 10136 Paint door/window trim&iamb-2 coats(per side) 2.00 EA @ 35 65= 7130 Door lockset&deadbolt-exterior 100 EA @ 115.92= 115.92 Remove Overhead door&hardware- 16'x 7' 1.00 EA @ 123.48= 123.48 Overhead door&hardware- 16'x 7' 1.00 EA @ 1,297.41 = 1,297.41 ------------------------------------PLUMBING------------------------------------ Remove LUMBING------------------------------------ Remove Water heater-40 gallon-Electric-6 yr 1.00 EA @ 85.68= 85.68 Water heater-40 gallon-Electric-6 yr 1.00 EA @ 820.26= 82026 ------------------------------------HVAC------------------------------------ 60419AA 7/22/2014 Page:20 Allowable Activities NY Rising Housing Recovery Program CONTINUED-Garage DESCRIPTION QNTY UNIT COST TOTAL Remove Boiler-natural gas- 130,000 BTU 1.00 EA @ 205.43= 205.43 Boiler-natural gas-130,000 BTU 1.00 EA @ 4,518.81 = 4,51881 Remove Swing check valve-brass-7/8"to 1 1/4" 1.00 EA @ 9.26= 9.26 Swing check valve-brass-7/8"to 1 1/4" 1.00 EA @ 58.99= 58.99 Remove Circulator pump-cast iron- 1 1/2"- 1/8 to 1/6 HP 1.00 EA @ 44.46= 44.46 Circulator pump-cast iron- 1 1/2"- 1/8 to 1/6 HP 1.00 EA @ 591.29= 591.29 -------------------------------------ELECTRICAL----------------------------------------------------------------- Remove 110 volt copper wiring run,box and outlet 6.00 EA @ 7.93= 47.58 110 volt copper wiring run,box and outlet 6.00 EA @ 80.68= 484.08 Grand Total Areas: 4,410.04 SF Walls 4,730.50 SF Ceiling 9,140.55 SF Walls and Ceiling 4,730.50 SF Floor 525.61 SY Flooring 1,003 76 LF Floor Perimeter 0.00 SF Long Wall 0.00 SF Short Walt 943.76 LF Ceil.Perimeter 4,730.50 Floor Area 4,95327 Total Area 4,410.04 Interior Wall Area 2,635.79 Exterior Wall Area 578.84 Exterior Perimeter of Walls 1,928.16 Surface Area 19.28 Number of Squares 231.05 Total Perimeter Length 93.19 Total Ridge Length 0.00 Total Hip Length 60419AA 7/22/2014 Page:21 Allowable Activities NY Rising Housing Recovery Program Summary for Property Line Item Total 91,495.01 Permit 1,000.00 General Conditions 5,963.19 Subtotal 98,458.20 Total Tax(Rep-Maint) @ 8.625% 7,891.52 Replacement Cost Value $106,349.72 Net Claim $106,349.72 Robert Smith 60419AA 7/22/2014 Page:22 Allowable Activities NY Rising Housing Recovery Program 1 FRONTw Date Taken:7/9/2014 t Taken By:Robert Smith µ, Ao. 2 STREET LEFT Date Taken:7/9/2014 Taken By:Robert Smith 60419AA 7/22/2014 Page:23 Allowable Activities NY Rising Housing Recovery Program 3 STREET RIGHT Date Taken:7/9/2014 Taken By:Robert Smith 46 1 ; 4 ADDRESS Date Taken:7/9/2014 Taken By:Robert Smith F Y N 3 s 60419AA 7/22/2014 Page:24 Allowable Activities NY Rising Housing Recovery Program 5 FRONT "� M Date Taken: 7/9/2014 Taken By:Robert Smith � . 6 LEFT Date Taken:7/9/2014 y„ Taken By:Robert Smith ;, s Y a x s 60419AA 7/22/2014 Page:25 Allowable Activities NY Rising Housing Recovery Program 7 LEFT r,1�P Date Taken:7/9/2014 �lw Taken By:Robert Smith ' „ , I r � b, F a I f � 8 REAR Date Taken:7/9/2014 Taken By:Robert Smith a �r r 60419AA 7/22/2014 Page:26 Allowable Activities NY Rising Housing Recovery Program 9 REAR ; Date Taken: 7/9/2014 Taken By:Robert Smith y ar F W F 10 RIGHT Date Taken:7/9/2014 �� Taken By:Robert Smith v :y r 77'57 r o. 60419AA 7/22/2014 Page:27 Allowable Activities NY Rising Housing Recovery Program 11 RIGHT Date Taken:7/9/2014 Taken By:Robert Smith 711 12 RIGHT Date Taken:7/9/2014 Taken By:Robert Smith 6 60419AA 7/22/2014 Page:28 Allowable Activities NY Rising Housing Recovery Program 13 RIGHT �f Date Taken:7/9/2014 Taken By:Robert Smith k IN 14 ROOF r ' Date Taken:7/9/2014 Taken By:Robert Smith w i 60419AA 7/22/2014 Page:29 Allowable Activities NY Rising Housing Recovery Program 15 ROOF 1 Date Taken:7/9/2014 �. Taken By:Robert Smith 16 ROOF :: Date Taken:7/9/2014 b' d Taken By:Robert Smith It r g- m C� � x 60419AA 7/22/2014 Page:30 Allowable Activities NY Rising Housing Recovery Program 17 ROOF Date Taken:7/9/2014 " Taken By:Robert Smith . 41, ff 18 ROOF Date Taken:7/9/2014 , Taken By:Robert Smith r * � l 60419AA 7/22/2014 Page:31 Allowable Activities NY Rising Housing Recovery Program 19 ROOF , Y Date Taken:7/9/2014 a Taken By:Robert Smith MiN 20 ROOF x Date Taken:7/9/2014 Taken By:Robert Smith c � 60419AA 7/22/2014 Page:32 Allowable Activities NY Rising Housing Recovery Program 21 BULKHEAD . Up Date Taken: 7/9/2014 Taken By:Robert Smith � b .. 22 BULKHEAD Date Taken: 7/9/2014 Taken By:Robert Smith y " kk b� �k ryA 60419AA 7/22/2014 Page:33 Allowable Activities NY Rising Housing Recovery Program 23 BULKHEAD Date Taken:7/9/2014 Taken By:Robert Smith R+„ x , v 24 BULKHEAD Date Taken:7/9/2014 Taken By:Robert Smith W A .. P � a x- 60419AA 7/22/2014 Page:34 Allowable Activities NY Rising Housing Recovery Program 25 DINING ROOM Date Taken: 7/9/2014 Taken By:Robert Smith 5. 26 DINING ROOM Date Taken: 7/9/2014 Taken By:Robert Smith ., o'; il di 60419AA 7/22/2014 Page:35 Allowable Activities NY Rising Housing Recovery Program 27 DINING ROOM ' I!,I liLppl4i ii '41 ���a t� r � III �Y IW II I I Date Taken: 7/9/2014 «' Taken By:Robert Smith a 28 DINING ROOM Date Taken: 7/9/2014 Taken By:Robert Smith ' 3 60419AA 7/22/2014 Page: 36 Allowable Activities NY Rising Housing Recovery Program 29 DINING ROOM CLOSET Date Taken: 7/9/2014 Taken By:Robert Smith x 9 x Ilq�� I M 30 KITCHEN Date Taken: 7/9/2014 Taken By:Robert Smith 60419AA 7/22/2014 Page:37 Allowable Activities NY Rising Housing Recovery Program 31 KITCHEN Date Taken: 7/9/2014 Taken By:Robert Smith 32 KITCHEN Date Taken:7/9/2014 Taken By:Robert Smith 1 fAsl� I�I 1 60419AA 7/22/2014 Page: 38 Allowable Activities NY Rising Housing Recovery Program 33 KITCHEN Date Taken: 7/9/2014 ,'m_ Taken By:Robert Smith 34 KITCHEN Date Taken:7/9/2014 Taken By:Robert Smith i �3 I' � k 60419AA 7/22/2014 Page:39 Allowable Activities NY Rising Housing Recovery Program 35 LIVING ROOM 1 3 E x>, Date Taken: 7/9/2014 Taken By:Robert Smith °r F 36 LIVING ROOM 1 F Date Taken:7/9/2014 Taken By:Robert Smith � F 60419AA 7/22/2014 Page:40 Allowable Activities NY Rising Housing Recovery Program 37 LIVING ROOM 1 F Date Taken: 7/9/2014 Taken By:Robert Smith rt. 38 LIVING ROOM 1 w Date Taken:7/9/2014 Taken By:Robert Smith f a2 60419AA 7/22/2014 Page:41 Allowable Activities NY Rising Housing Recovery Program 39 LIVING ROOM 2 � Date Taken:7/9/2014 Taken By:Robert Smith v= 40 LIVING ROOM 2 x Date Taken:7/9/2014 Taken By:Robert Smith ,E 60419AA 7/22/2014 Page:42 Allowable Activities NY Rising Housing Recovery Program 41 LIVING ROOM 2 Date Taken: 7/9/2014 Taken By:Robert Smith „ �a l ev'a A W i 42 LIVING ROOM 2 Date Taken: 7/9/2014 Taken By:Robert Smith s 60419AA 7/22/2014 Page:43 Allowable Activities NY Rising Housing Recovery Program 43 BEDROOM 1 Date Taken:7/9/2014 % Taken By:Robert Smith F � 5 4, �.. ua�9€ wa 44 BEDROOM 1 Date Taken:7/9/2014 Taken By:Robert Smith a. x x 60419AA 7/22/2014 Page:44 Allowable Activities NY Rising Housing Recovery Program 45 BEDROOM 1 ,. Date Taken:7/9/2014 WIN Taken By:Robert Smith g SII a 46 BEDROOM 1 Date Taken:7/9/2014 Taken By:Robert Smith `r 60419AA 7/22/2014 Page:45 Allowable Activities NY Rising Housing Recovery Program 47 CLOSET 1 Date Taken:7/9/2014 Taken By:Robert Smith �1 z� y� 48 BATHROOM 1 Date Taken:7/9/2014 Taken By:Robert Smith L. i i pk r' -0,- in' 4y 8% 60419AA 7/22/2014 Page:46 Allowable Activities NY Rising Housing Recovery Program 49 BATHROOM 1 Date Taken: 7/9/2014 ',. Taken By:Robert Smith �q RAI 50 BATHROOM 1 Date Taken:7/9/2014 Taken By:Robert Smith z WWI " F5 60419AA 7/22/2014 Page:47 Allowable Activities NY Rising Housing Recovery Program 51 BATHROOM 1 Date Taken: 7/9/2014 Taken By:Robert Smith ' .d g7.�s9 a . yy 52 HALLWAY Date Taken: 7/9/2014 Taken By:Robert Smith r 60419AA 7/22/2014 Page:48 Allowable Activities NY Rising Housing Recovery Program 53 LAUNDRY Date Taken:7/9/2014 Taken By:Robert Smith i i t J 54 BEDROOM 2 Date Taken:7/9/2014 li Taken By:Robert Smith 60419AA 7/22/2014 Page:49 Allowable Activities NY Rising Housing Recovery Program 55 BEDROOM 2 Date Taken:7/9/2014 Taken By:Robert Smith u 56 BEDROOM 2 Date Taken:7/9/2014 Taken By:Robert Smith y o- g Y i 60419AA 7/22/2014 Page:50 Allowable Activities NY Rising Housing Recovery Program 57 BEDROOM 2 Date Taken:7/9/2014 Taken By:Robert Smith 58 CLOSET 2 Vis, Date Taken:7/9/2014 Taken By:Robert Smith 1 f k 60419AA 7/22/2014 Page: 51 Allowable Activities NY Rising Housing Recovery Program 59 CLOSET 3 ` Date Taken: 7/9/2014 Taken By:Robert Smith nvl Ilii 9i V,,Ilf i a 60 BATHROOM 2 x Date Taken: 7/9/2014 Taken By:Robert Smith s t 60419AA 7/22/2014 Page: 52 Allowable Activities NY Rising Housing Recovery Program 61 BATHROOM 2 ,` Date Taken: 7/9/2014 a';b Taken By:Robert Smith 62 BATHROOM 2y Date Taken:7/9/2014 Taken By:Robert Smith � _ x find '3 F 5 `c\�� � Jb•.. 60419AA 7/22/2014 Page:53 Allowable Activities NY Rising Housing Recovery Program S BATHROOM ^ \ \ \ Date Taken: 79Z2m4 \ .? \ Taken By:Robert Smith 6 GARAGE Date Taken:7/9/2014 Taken By:Robert Smith c. . 60419A 72222& Pg 54 Allowable Activities NY Rising Housing Recovery Program 65 GARAGE Date Taken:7/9/2014 " Taken By:Robert Smith 66 GARAGE Date Taken:7/9/2014 Taken By:Robert Smith �a f IA " � z 60419AA 7/22/2014 Page:55 Allowable Activities NY Rising Housing Recovery Program 67 GARAGE Date Taken:7/9/2014 Taken By:Robert Smith ,s t� 68 GARAGE Date Taken: 7/9/2014 } Taken By:Robert Smith '3 60419AA 7/22/2014 Page: 56 Allowable Activities NY Rising Housing Recovery Program 69 GARAGE Date Taken:7/9/2014 Taken By:Robert Smith 70 GARAGE Date Taken:7/9/2014;?_ Taken By:Robert Smith s f r x t. F n� y \i. Yn 60419AA 7/22/2014 Page: 57 Allowable Activities NY Rising Housing Recovery Program 71 GARAGE Date Taken:7/9/2014 Taken By:Robert Smith s 60419AA 7/22/2014 Page:58 Footprint 14.'6.. La n a in Ed 1,4'0 6,7_ 12'5' 1TY 24' is B'7.. FootDrInt 3-7- 2'11" 4-1 andia lV 21' Footprint 60419AA 7/22/2014 Page:59 Basement i 4'o' X3'2" <V N 24' 24' c� rs s o 1D N Crawls-pace h ' 0 `O do 61 23'8" I 24'8" (V O_ N SlablFoundation 21' Massment 60419AA 7/22/2014 Page:60 1st Floor Lin 24' i w � w e Bedroom 1 ' N Livino Room i t'S' 9'S" 5' SW athroom 1� Cton Irk v,� fs \ -z �a" a$e 3 A `Y 2't0" Dining Roonf ' i Dinin 3 oom se ethroi ltt2' r a 3^ Bedroom 2 ♦ 34 I IT 2" Il 8 2G'4" Garage 2,' \ U� 'Est Floor 60419AA 7/22/2014 Page: 61 Roof ~s'a"mss°a•� 23 6' Raof 2 Fl <} V �I I - X11'2' Roof 1 N c0 F5(A; G 12'2" G 12'2" 11'?. I 23'2" r�aaf 60419AA 7/22/2014 Page:62 'OKAD Architecture&Design 631-943-10810 ,N I A Attn: 12/31/17 Amanda Nunemaker RE: Palmer Residence 2200 Deep Hole Drive Mattituck, NY Amanda, i I The above project has been design for 130 MPH wind. Please disregard reference to 120 MPH in the drawings it was put there in error. Regards ED ARC �g JQP E Philipp E. Kampf-RA-NCARB PKAD Architecture&Design 107 Center Street,Bay Shore, NY 11706 631-943-1081 PKAD.net �A� 032946 y®�� oFr 107 Center Street Bay Shore, NY 11706 PROJECT ISSUE 10/23/17 REVISIONS f � No. Description Date ROMw ` BOARD COMMENTS 9/13/17 A. n► WETLANDS «: - ` 79 s.f. M ._ , . . . .. = r' .,. ._.. - __ .. _1 • . ..w r`.f" .._ ... :.i"'�, '�ss ,!:'-` �i'j.' ""' +.. ' e` er. •'` ♦ v _ sem— � . > .-_ ` APPR VED AS NOTED 10'-0"WIDE NON-TURF BUFFER x DATE: 7 B.P.# - ` FEE:_2PL bb BY: /i NC 61-Iii-DING DEPAR ENT AT 76,,-'.. 8 AM TO 4 PM FOR THE IMPERVIOUS AREA: 3197 S.F. OR 15.2% `j 1 r � a > "'>'�4� `_. �,,,.h '' 4 FOS. . "vG INSPECTIONS: �~ 'v" ``� ` �' 1. Ft :.TION- TWO REQUIRED 2. PROJECT AREA IS RELATIVELY FLAT Fc ^URED CONCRETE WIDTH 2• F. FRAMING & PLUMBING 3• IN,,,-ATION i 1% OR LESS SLOPE IN ANY DIRECTION � �, 4. FINAL - ' 3. THERE IS NO FILL TO BE TAKEN OUT ` 4, CONSTRUCTION MUST 10/23/2017 9.39.51 AM 4. APPROX 50 YARDS OF FILL TO FILL IN BE COMPLETE FOR C.O. i; EXISTING FOUNDATION - ' ALL CONSTRUCTION SHALL MEET THE 5. REFER TO SHADED AREA FOR NEW REQUIREMENTS OF THE CODES OF NEW " IT IS A VIOLATION OF THE LAW FOR ANY PERSON, , ®, ' YORK STATE. NOT RESPONSIBLE FOR UNLESS ACTING UNDER THE DIRECTION OF A MECH ROOM ADDITION LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY �` DESIGN OR CONSTRUCTION ERRORS. WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM �.� 7 p r BEARING THE SEAL OF AN ARCHITECT/ENGINEER IS _ ALTERED, THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX REMOVE STEP I t FOUNDATION NOTE: (7174";^PLY 1P,1ITH ALL CODES OF NOTATION "ALTOERED BY''FOLLOWED BY HIS/HER TEM THEIR SEAL ND THE 't r NF ?': -TATE TOWN CODES SIGNATURE AND THE DATE OF SUCH ALTERATION, , } THE PROPOSED A`; _ ;.r 1 I\ND CONDITIONS OF AND A SPECIFIC DESCRIPTION OF THE ALTERATION ` FOUNDATION WILL BEA ON THE DRAWING. ' THE PLANS AND SPECIFICATIONS HEREIN ARE INTENDED FOR THE 77_77REMOVE EXISTING DECK F J L LY CLOSED PO U RE a .,- _'_ /V r:_:{�INI ,a 713, SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE CO N C RET FOUNDATION s�1UTNCLD iC`u`did TRUSTEES gPECIFRICAT SPEAND CIFICATIONS BE THE SUBJECT E. KAMPF.THESE LENS AND tis;yn WITH FLOOD VENTING. ' N.Y.S.DEC REUSED BY ANYONE WITHOUT THE WRITTEN REVISEDCOPYRIGHT PETITION AND MAY NOT BE OR AUTHORITY OF PHILIPP E. KAMPF. " THERE WILL BE NO LIMIT OF ._ ._. _-._ ._.____. _. ..._•.. _. ._.__.__ . _. ._ _ DISTURBANCE SILT FENC SILT FENCE �'M s CHANGING OF GRADE AS A u u xx x x x u x x x x x x tr �.. ,.e y w _�; - - - - - - - - --`—A 1_7 .77 — = - - == - - - - - - - - - - PART OF THIS PROJECT. OCCUPANCY OR — 'NCE THE INTERIOR SLAB WILL USS IS UNLAWFUL ARCH ITECTU FIE Sc IDES 1 G N '> _ - 's,�r _ BE AT THE SAME WITHOUT CERTII"� .' REMOVE EXISTING FE PHILIPP E. KAMPF LEADER RAMP NCE . 1 L� ELEVATION AS THE OF OCCUPANCY i� I � � h. •' �`�+ N c - 1 07 CENTER STREET PHONE: r.31-943-1081 j! I mo• '• """"" ` - .. PIS OADJACENT GRADE SAY SHORE, N-Y. 1 1 706 EngAIL- PHiuPPKAMPF(7a PKAD.NET q,y ill I L,a e�L•m �."^ , t C� DRAINAGE INSPECTIONS ARE REQUIRED REMOVE EXISTING BRICK Contact TOS Engineering at 755-1560 before Backfill,OR Provide Engineer's Certification - m-. PATIO x' that Hifi drainage has been Installed to Code. EXISTING F.F. EL: 6.6' ' ur PROPOSED FF EL: 9.058' 6" PVC DRAIN PIPE FROM LEADER TO EXISTING 1 STORY ,.✓, - �4 FRAME RESIDENCE To �; %ER CERT1,�=,r�. - f nIiON DRY WELL BE RAISED ��� CONTEP4li- " .SFO RE LEADER %REMOVE EXISTING G T'�OF0('C;UpANCY - .,1(_L. r i tt �II / OUTDOOR SHOWER '' � `�`�'�-='f- � " � �' "` ' IIA TER +,, . ! '���, p �,,� SUPPL Y S;`7-El,� i CANNOT ACQ LANDING AND STEPS `����, `r „� EXCEED 2110 OF ego LEAD PROPOSED MECH. ROOM ADDITION ,`; 30 S.F. � :,i ; w,,y PLUMB!,4 REMOVE EXISTING "� r ALL i P iis_ ld� i. STEP ,; �. iY ,� .&t^AT_,� r :tis t :z .Z, TESTI?;G r'3E; Gi��C;; . t;lidG ' PROVIDE PLATFORM LEADER FOR CONDENSING UNIT ; <, ��- ti f PROJECT TRUSS �:,��ACAF1,D'SIG R1E0U17ED PALMER RESIDENCE Q) 2050 DEEP HOLE . , T' 3 ` - .Cel 10'-5 / ` < t �• F�,fix; . . i;}�iai'�E���3' ;rI �s0,7= DRIVE MATTITUCK a.+�:a ' NY 11952 � { i ,> AeI evtrlor iihtin? 3n g.ex P,�, replaced or ' repaired shall conform to Chapter 172 _ of the Town Code 00 YR DRAINAGE RAIN= 3" j PLOT PLAN d rr , VOLUME=1675 S.F. x 3"(.25')=418.75 CU.F. aration •* (1)8'-0" DIA.xS 0 HIGH CONCRETE DRY WELL=670 „ `�r' nye r CU.F. TOTAL' twq v, p _ STAMP AREA: . Code DATE: 10/23/17 60419DEC - `� ` pa. "` � -z '� �• •�;= PROJECT .,,. NUMBER: DRAWING BY: PEK CHK BY: PEK Q 3 PLOT PLAN " '• M � f���� .-_. . DWG No: �; ILI A-001 .0 CAD FILE N N 60419DEC N 0 PROJECT ISSUE 12/4/17 FLOOD VENT NOTES: ++�� / r� REVISIONS R324.2.2 Enclosed area below design flood elevation.Enclosed areas,including crawl spaces,that are below the design L,• S4 ZIc`I, ri washer w A d1LM No. Description Date flood elevation shall: +� �F 1.Be used solely for parking of vehicles,building access or storage. �;C1ChCt` Bolt A UI' { �� 1W 1 TOI COMMENTS 1/14/16 2.Be provided With flood openings that meet the folllowing criteria: 2.1.There shall be a minimum of two openings on different sides of each enclosed area;if a building has more than one overs ted hole) enclosed area below the design flood elevation,each area shall have openings on exterior walls. 1 2.2.The total net area of all openings shall be at least 1 square inch(645 mm2)for each square foot(0.093 m2)of enclosed area,or the openings shall be designed and the construction documents shall include a statement that the design and 1 f t f 8IB thick k rrn. Was her r qui-ed installation will provide for equalization of hydrostatic flood forces on exterior walls by allowing for the automatic entry and exit of floodwaters. 2.3.The bottom of each opening shall be 1 foot(3015 mm)or less above the adjacent ground level. 2.4.Openings shall be at least 3 inches(76 mm)in diameter. ANCHOR BOLT SPECIFICATION �1 CONNECTOR COMPATABILITY NOTES: 2.5.Any louvers,screens or other opening covers shall allow the automatic flow of floodwaters into and out of the enclosed 4 1/411 - 1'-0" J 1/4" = 1'-0" area. 2.6.Openings installed in doors and windows,that meet requirements 2.1 through 2.5,are acceptable;however,doors and windows without installed openings do not meet the requirements of this section. 7 " ' 1' ' * ' I r' "HS, r• r,- r- • r- - , r, , �� [�:, `�1tJT:z, ,1►v,��,HE[?�., �1;. F�.rTEi'`EIrt=-1_ II`�I::LI.J!�I"J'�a I-:(!T P��I:.T LI vflTE:i T�7 A t' r. {- ti r51 Z y '1' d � 1, r+ r� I'r' ^ y, {,=.,1 , ir'r•�, AI��"r rr E40LT.� "%HE HE..L.h-;iEI_) Foo ANY GO ,JI KETE �'(_',N �Et.Tl1'1.)N= D�; - HEATED LUI.'HE=, 24'-21/2" ^r` , " 3 r-r N T� ININ t , �, ,�� ,N_ , ,►,�I r.r`, �, �. ';�— r �� C :—,_. T�,E�,TI'><E�,T+-. 13'-4 3/4,. ,I E TI. r . I �_,;I,, ,�, , 1 w�; Y:4_.,' 1t I ;,!Y II�Yf a r. Y, r 1 r' ' ' .. u� ti� « sw J � NC, �� —� i �' e .ALL ': THE� `::ES C-1-- T[;E�•TE%r L.1f:��E� & R" LL TrRE�TE�a LUMBER' CXP:�:;Eif T;: �'E�=.?�! SALT � I�� ��';ILL 6'-41/2" 6'-41/2" 12'- 11/4" 12'- 11/4" STA 'lLES` :`TEEL (.."1)NNE'�T`P,_S, \1UPS, ;'v' .HEM'S, FA£:TENEPS., 1ke(-:LIJl31\K'1 HUT N2137 LIVITE") TO NAILS, Lit;?�E"ti':`�:, LAf..: liXTS MAINTAIN 36"WIDE ACCESS PROVIDE EXTERIOR GRADE FATCH ACID STEPS RAILING AND LANDINGS PER CODE T /� /� REFER TO NOTES FOR ADDITIONAL INFORMATION DET /` I.L DT /` !RAM 12'dia. 00 psi p.c.footing L`1 11`1tJ SV - „ with belle footing _ _ MODEL 1540-510 12/. 1 017 3:13:53 PM THESE LANS COMPLY WITH CHAP ER 324 OF THE 2010 r. RESIDENTIAL CODE OF NEW YOR STATE VENT II DUAL FUNCTION FLOOD AND VENTILATION VENT " IT IS A VIOLATION OF THE LAW FOR ANY PERSON, i 877- 441 = 8368 UNLESS ACTING UNDER THE DIRECTION OF A _ -__ _ a__ NOTE: LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY CALCULATION FOR FL D EXISTING2"x6" F.J. Il--li- II -li I li WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM o ��m a ������j®� BEARING THE SEAL OF AN ARCHITECT/ENGINEER IS I °, w II II II II II II I VENTING PROVIDES F AT 16"O.C. II II a II II GREATER THAN CODE �� II II II II I II N111 16 1 /4 R/O II II II II II II COMPLIANCE FOR VEN I ATION o ALTERED, THE ALTERING ARCHITECT\ENGINEER Q I I J _ II__IIIII II II STATED IN 2015 IRC TH EFORESHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE Sv w d 2"x6"ACQ. d$==1 -$-fie_$s I _ e SEPARATE CALCULATI S STRAP SLOTS USE TWO NOTATION "ALTERED BY"FOLLOWED BY HIS/HER m eQ ' U V - - FOR VENTILATION ARE NOT TOP AND TWO BOTTOM SIGNATURE AND THE DATE OF SUCH ALTERATION, I I I I Q@ 16' O.C. Q REQUIRED. AND A SPECIFIC DESCRIPTION OF THE ALTERATION w - _ Iw I I �� ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ ON THE DRAWING. ""THE PLANS AND ❑❑❑❑❑❑0000❑❑❑❑❑a❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ BEHIND THE RODENT SCREEN LOUVERS ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ SPECIFICATIONS HEREIN ARE INTENDED FOR THE 'IT I I N v 8"THI K 4000 PSI ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ooa❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ AUTOMATICALLY OPEN AND CLOSE WITH SUBJECT PROJECT ONLY AS A RESULT OF X ❑❑❑❑❑ao❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ w I I P.C. F !DATION WALL ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ CONTRACTUAL NEGOTIATIONS BETWEEN THE ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ TEMPERATURE. NO ELECTRICITY IS NEEDED OWNER AND PHILIPP E. KAMPF.THESE PLANS AND 81 /4 " ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑o❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑oo - - - - - - - -Sv- - - - ❑a❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑a❑❑❑ SPECIFICATIONS WILL BE THE SUBJECT OF A : � ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑o❑o❑❑❑❑ ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ COPYRIGHT PETITION AND MAY NOT BE REVISED OR ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑oo❑❑❑❑❑❑❑❑❑❑o❑ REUSED BY ANYONE WITHOUT THE WRITTEN R/O ❑❑❑❑❑❑❑❑❑❑❑❑❑❑oo❑❑❑❑❑❑❑❑o❑oo❑❑❑❑❑❑0000❑ -�— -W8X24 STEEL BEAM - - - - - V-4"x2'-0"GRADE BEAM- - - - - - - - - - - °❑°o°o°o°o°o°o°❑°o❑°O❑°❑a°❑°❑°❑°oo°o°❑❑°❑°❑°❑°❑°❑°❑°°❑o°❑❑°❑°o°❑°❑o°❑°❑°❑°❑ AUTHORITY OF PHILIPPE. KAMPF. " ❑❑o❑❑00000000❑❑❑a❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ I PROVIDE NEW I I BEAM- SILICON ❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑a❑❑❑❑❑❑❑❑❑❑❑❑o❑❑ sv FLOOR SYSTEM -? ❑❑❑o❑❑o❑❑❑o❑❑❑❑o❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑❑ ADHESIVE LOCATION ® o°❑❑o°°❑a°❑°❑°❑❑°❑O°❑°❑°o°❑ooa°❑oo°❑000❑❑°o°O000❑°O❑a°❑°o❑°a°o°°❑ THIS AREA AFTER SLAB " (FLANGE) C141I DISCONNECT io N -1 0.0 � I I CNC) I I ARCHITECTURE Sc DESIGN T zO X p ~ I 4 I o \ FLOAT SLOTS 4 Q PHILIPP E. KAMPF r X 4"4000 PSI P.C. SLABC"I SV w Q OVER COMPACTED Q I I O BAY CENTER N.Y. ET PHONE: 631-943-1001 Z Q V SUB-GRADE O I I 107 CENTER STREET EMAIL: PHILIPPKAMPF@G PKAD.NET 1 , N � I F= w W8X24 STEEL BEAM — — — — — — — — — — — — — — W -- — w /l., � � � _ _ _ FIGURE 1 � r _ — - - - - - - - � _ - - - - - - � � -� - - � � N STRAPS INSTALLED: TWO C) I ON TOP TWO ON BOTTOM i i 0 w ¢ VENT Front View Q U)z o a I DOOR EXISTING CHIMNEY TO BE DETACHED FLOOD VENT CALCS x 0) I LIFTED,AND RESUPPORTED 1228 S.F.1200 S.F. PER VENT c� 0 a 0) o (7) VENTS REQUIRED Z . VENT t`V {n � N STRAPS I � w Q � �: I FRAME W8X24STEEL BEAM - - - - - - - - - - - - � - - - - FIGURE2 ; a a r- MAX FROM _ _ _ _ _ _ _ _ _ _ _► - - - - - - - - Side View FINAL GRADE SV I FIGURE FINAL GRADE Q a DUAL ACTION FLOOD/AIRVENT BY SMART VENT MODEL 1540-510 I I Side V1eW Zo SEE ATTACHED SECTION AT co 200 S.F.COVERAGE PER VENT _ ' EXTERIOR WALL x I �- -- 0 0 Qp N VC NJ z0 I I Co ACQ STEPS RAILING AND LANDINGS PER CODE F- Co 8"THICK 4000 PSI SMART VENT Foundation Flood Vents REFER TO NOTES FOR ADDITIONAL INFORMATION N P.C. FOUNDATION WALL I I " STRAP DETAIL 80� �/ 450 AndBro Dr.Suite 2B X H 2x8 LEDGER TOLERANCES UNLESS :f` W Q — — — — BEND TO WALL ^_ OTHERWISE SPECIFIED -� Pitman NJ 08071 - - - - - - - - TEETH MUST CLICK IN TIGHT TO IUSURE THK. XX +i-o.o6 SMART VENT e XXX x""xx +/-0.03 DUAL FUNTION FLOOD ---�=-- - -- - SECURE INSTALLATION. 877-441 —8368 AND VENTILATION VENT _ � �"ACQ LEDGER— — — BEND PAST 90° FOR WWW.SMARTVENT.COM 2' 8"ACQ LEDGER II ° Sv MODEL 1540-510 II II I II I SPRING BACK O I I I II II II II II I THE INFORMATION CONTAINED IN THIS DRAWING SIZE DWG NO. REV n n II _ II__II _ I__II _ _f' n " SV 2"X8"F.J.@ 16"O.C. IS THE IF USED W PROJECT,HANG S TO DRAWING 1540-510 B fiC=I__31__� — 2 2 XX®CQ ARE PROHIBITED WITHOUT THE WRITTEN �. 2x6 ACQ. �_ _ ---- -- r,r..� ( ) , . . -.. , .,,.., :" @ 16"O.C. I- - �` I PERMISSION OF SMART VENT,INC. DATE. 5-15-09 Fs HCET 1 OF 2 PROJECT #_ (2)2"x8" ACQ '- . SV - �I!M�J � <V UP - I N I r -' 111 m ul I11 I I 2"x6"ACQ. I14 r , r PALMER RESIDENCE 111 III a lu @ 16"O.C. III III_,T-0":_II�I 11 I I VERTICAL urn/- -Ilt Ill - lu ill I PLATFORM nrnl=____=11u I I LIFT I ° III III III III _ (ILII III Il I I - urnl- 6"4000 PSI P.C. SLAB I m III ul III °Ili ---_=i1�11 OVER COMPACTED - - III 2050 DEEP HOLE null______IIJI a SUB-GRADE " 6"ACQ. o III- -I�" _ 1 = DRIVE MATTITUCK 04 -UP -- I � I ' NY 11952 ACQ STEPS RAILING AND LANDINGS PER CODE J mREFER TO NOTES FOR ADDITIONAL INFORMATION a I�� to I 00 Q i;. It sv I I I x Tsv o c� FLOOD VENT CALCS N - o I I o 463 S.F./200 S.F.PER VENT 1 (3) VENTS REQUIRED I ACQ POST D I���C DTIC FOUNDATION PLAN II D sk EC)i�' N OF SQJMOLD STAMP AREA: � -SV — — — — — — — — — — — — " 1'- 10 3/4 F 'D�''��� DATE: 12/4/17 11'-3 1/2" 9'-10 1/2" 9'- 10 1/2" 4'-0" PROJECT NUMBER:RFP2 60419 DRAWING BY: PEK 1 i'-31/2" 20'-43/4" 4'-0" 1'- 1 CHK BY: PEK _ DWG No: A-100.00 1 FOUNDATION PLAN ._ M CAD FILE Nc6r-1 N FP2 60419 1--1 N PROJECT ISSUE 10/23/17 REVISIONS HELICAL PILE SPECIFICATIONS: No. Description Date QUANTITY 1.ALL PILES SHALL BE PATENTED HELICAL PILES AND APPURTENANCES RATED @ 20 ITEM NO. DESCRIPTION PART NO. CAT.NO. TON (40K)ULTIMATE CAPACITY(F.O.S.=2.0)AS MANUFACTURED BY chance AND A B C D E FURNISHED EXCLUSIVELY BY PREMIUM TECHNICAL SERVICES(1-800-282-7453). ALL P16052 >D660S0608 1 HELICAL PILES ARE TO BE INSTALLED BY A FACTORY CERTIFIED INSTALLER, 1. D6 SHAFT 1-112"RCS 60",3/8"x 6"-8" OTHERWISE A CERTIFIED TECHNICIAN FROM PREMIUM TECHNICAL SERVICES MUST BE 2. D6 SHAFT 1-112"RCS 60",3/8"x 8"-10" P14394 >D660S0810 1 ON SITE AT ALL TIMES TO WITNESS PILE INSTALLATION.MANUFACTURER TO HAVE IN 3. D6 SHAFT,1-1/2'RCS 60",3/8"x(10"-12") P11677S >D660S1012 1 EFFECT INDUSTRY RECOGNIZED WRITTEN QUALITY CONTROL FOR ALL MATERIALS AND MANUFACTURING. ALL WELDING TO BE PERFORMED BY WELDERS CERTIFIED UNDER SECTION 5 OF THE AWS CODE D1.1. PART NO. NEW CAT. NO. ITEM "HS" "HD" OLD CAT. NO. DIA.("HD") 2• PRIOR TO INSTALLING ANY PILES, PILE CONTRACTOR SHALL INSTALL(2)TEST PILES AS SHOWN ON PILE PLAN TO VERIFY SOIL CONDITIONS,TORQUES,AND DEPTH OF PILE F722742 D660SO608 A 18" 6',8' T4; REQUIRED TO ACHIEVE FULL LOAD RATING,AS DIRECTED BY THE EOR. F724315 D660SO810 B 24" 8",10" 3" 3/811 3. HELICAL PILE LEAD SECTIONS SHALL BE MODEL 150-1012-7' LG WITH A 1.5"SQUARE SHAFT AND A 8"& 10 F724794 D660S1012 C 30" 10",12" N-6203-0026S DIAMETER HELIX. LEAD SECTIONS SHALL BE 7' LONG. HELIX PILE EXTENSION MAY BE —� 5, 7 OR 10' LONG DEPENDING ON VERTICAL CLEARANCE. TORQUE STRENGTH RATING-6,000 FT-LB 4. HELICAL PILES, EXTENSIONS AND APPURTENANCES SHALL BE HOT-DIPPED ULTIMATE CAPACITY-60 KIPS WITH ATORQUE FACTOR(Kt)=10 ALL HELIXES FORMED BY PRESS DIE GALVANIZED STEEL IN ACCORDANCE WITH ASTM A153(LATEST REVISION). 318"HELIX ULTIMATE STRENGTH-6',-KIP;8',30 KIP;10'",28 KIP;12",26 KIP;14",24 KIP. FORMED VIEW 5.ALL PILE INSTALLATION OPERATIONS SHALL BE SUPERVISED BY A LICENSED ACTUAL BEARING LOAD IS DEPENDS ON SOIL CONDITION AND OVERBURDEN PRESSURE. ( ) ULTIMATE TENSION STRENGTH-70 KIP WITH COUPLING BOLT. ENGINEER. THE INSPECTOR SHALL KEEP A COMPLETE RECORD OF THE PILE INSTALLATION OPERATION . 6. HELICAL PILES SHALL BE INSTALLED TO A MINIMUM DEPTH OF 15'AND A MINIMUM TORQUE OF 2000 FT-LBS. SUBJECT TO THE FOLLOWING PROVISIONS: A)IF THE MINIMUM TORQUE REQUIREMENT HAS NOT BEEN SATISFIED AT THE MINIMUM DEPTH LEVEL, THE CONTRACTOR SHALL HAVE THE FOLLOWING OPTIONS: a) INSTALL THE PILE DEEPER USING ADDITIONAL EXTENSIONS UNTIL THE SPECIFIED L 1 10/23/2017 9:39:52 AM TORQUE LEVEL IS OBTAINED. b) REMOVE THE EXISTING PILE AND INSTALL A PILE WITH LARGER AND/OR MORE HELICES. THE REVISED PILE SHALL BE INSTALLED BEYOND THE TERMINATION DEPTH UNLESS ACTING UNDER THE DIRECTION OF A IS A VIOLATION OF THE LAW FOR ANY PERSON, UN OF THE ORIGINAL PILE,AS DIRECTED ENGINEER. c) ADD ADDITIONAL PILES AS RECOMMENDED BY ENGINEER. LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY B) IF THE MAXIMUM TORQUE RATING OF THE PILE AND/OR INSTALLING UNIT WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM HAS BEEN REACHED PRIOR TO SATISFYING THE MINIMUM DEPTH REQUIREMENT,THE BEARING THE SEAL OF AN ARCHITECT/ENGINEER IS 24"SQR POURED CONCRETE PILE CAP CONTRACTOR SHALL HAVE THE OPTION TO INCREASE THE TERMINAL TORQUE TO A ALTERED,THE ALTERING ARCHITECT\ENGINEER WITH(5)#5 EPDXY COATED MAXIMUM OF 5500 FT. LBS. (5000 FT.LBS.WITH PORTABLE EQUIPMENT.),AFTER SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE REBAR EQL SPCD E/W&NEW CONSTR CONSULTING WITH THE ENGINEER OF RECORD.THE CONTRACTOR MAY REDUCE THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER BRACKET(PTS MODEL#NCB-6-6-2H- SIZE OF THE HELIX AS REQUIRED TO ACHIEVE THE MINIMUM DEPTH WHILE STILL SIGNATURE AND THE DATE OF SUCH ALTERATION, RCS ACHIEVING THE MINIMUM TORQUE. AND A SPECIFIC DESCRIPTION OF THE ALTERATION W/3"COVER 15'-0' 7. HELICAL PILES SHOULD BE INSTALLED AS SHOWN ON THE ENGINEER'S PLAN.ALL ON THE DRAWING. ""THE PLANS AND MINIMUM PILE DEPTH CHANGES IN PILE LOCATION MUST BE APPROVED BY THE ENGINEER. SPECIFICATIONS HEREIN ARE INTENDED FOR THE NOTE:ALL REBAR FOR THIS PROJECT 8. IF UNDERGROUND OBSTRUCTIONS ARE ENCOUNTERED DURING INSTALLATION,THE SUBJECT PROJECT ONLY AS A RESULT OF S/13 ASTM GR60 HD GALV SR EPDXY CONTRACTOR SHALL HAVE THE OPTION OF REMOVING THE OBSTRUCTION IF POSSIBLE CONTRACTUAL NEGOTIATIONS BETWEEN THE COATED OR RELOCATING THE PILE WITH THE ENGINEER'S APPROVAL. THE LATTER OPTION MAY OWNER AND PHILIPP E. THESE PLANS AND REQUIRE THE RELOCATION OF ADJACENT PILES. SPECIFICATIONS WILL BEE THE HE SUBJECT OF A 9.THE HELICAL PILE SHALL BE CONNECTED TO THE STRUCTURE USING A PTS COPYRIGHT PETITION AND MAY NOT BE REVISED OR APPROVED STEEL BRACKET OR SLAB-SUPPORTING CHANNEL AS THE CASE MAY BE-AS REUSED BY ANYONE WITHOUT THE WRITTEN HELICAL PILE RATED @ SHOWN ON ENGINEER'S PLAN. THESE CONNECTION DEVICES SHALL BE CAPABLE OF AUTHORITY OF PHILIPPE. KAMPF. " 20 TON ULTIMATE LOAD SAFELY TRANSFERRING THE STRUCTURAL LOADS TO THE HELICAL PILE. (10 TON WORKING LOAD) 10.WRITTEN INSTALLATION RECORDS SHALL BE OBTAINED FOR EACH HELICAL PILE. &NEW CONSTR BRKT BY THESE RECORDS SHALL INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: PTS a) PROJECT NAME AND/OR LOCATION. l=i</VD b) NAME OF CONTRACTOR'S FOREMAN OR REPRESENTATIVE WHO WITNESSED THE INSTALLATION. ARCHITECTURE & DE510N 1 TYPICAL PILE CAP DETAIL c) DATE AND TIME OF INSTALLATION.d) LOCATION AND REFERENCE NUMBER OF EACH PILE. NTS e) DESCRIPTION OF LEAD SECTION AND EXTENSIONS INSTALLED. PHILIPP E. KAMPF D OVERALL DEPTH OF INSTALLATIONS REFERENCED FROM BOTTOM OF GRADE BEAM CONTROLLED INSPECTION REQUIREMENTS OR FOOTING. TEST PILE INSTALLATION...................................................AHJ OR CONTRACTOR ENGINEER g) TORQUE READING FOR THE LAST THREE FEET OF INSTALLATION IF PRACTICAL. IN l oY CENTER STREET IL631-943-1081 EMAIL:: PILE INSTALLATION......................... .....................AHJ OR CONTRACTOR ENGINEER LIEU OF THIS REQUIREMENT,THE TERMINAL TORQUE SHALL BE RECORDED ASA eav SHORE. N.Y. i 1�De EMAPHILIPPKAM PF@PKA D.N ET CONCRETE MIX CERTIF..........................................................AHJ OR CONTRACTOR ENGINEER MINIMUM. REBAR PLACEMENT AND FORMWORK.............................AHJ OR CONTRACTOR ENGINEER h) ANY OTHER RELEVANT INFORMATION RELATING TO THE INSTALLATION. TIMBER POST&UPLIFT CONNECTION INSTL...........AHJ OR CONTRACTOR ENGINEER 11 PILE MFG; PREMIUM TECHNICAL SERVICES 2487 NORTH JERUSALEM ROAD EAST MEADOW, NY 11554,WWW.PREMIUMTECHNICAL.COM NOTE: CONTRACTOR TO PROVIDE SIMPSON H2.5 CLIPS ON ALL BEARING WALLS WHERE FLOOR JOISTS MEET NEW GIRDER. 1.1rZ' 1-1n' 1' 13116"DIA.HOLE o STEEL STENCIL 55" 7WC3 60" ws" TYP 3"TY . PROJECT 1-1/2"X 60"D6 HELICAL LEAD PALMER RESIDENCE TYPICAL PILE DETAIL (20 TON ULTIMATE CAPACITY) � � == � _ _�---_^ �_-- ---- -- - ----- _ _ -- --_ ---. = - - � _ - --- 2050 DEEP HOLE 2 NTS FIRST FLOOR DRIVE MATTITUCK, -- 17' - 7 1/4" NY 11952 N PROPOSED FIRST 0/2 FLOOR v4 ITEM# DESCRIPTION PART NO. DWG.N0, QUAN. A B PILE INFORMATION , 1. PIPE SHAFT,2"SCH 80X6- 304028 M-1986 1 \ B FE+2 2. PLATE,1/2 X 6"SQ. 304108 M-2762 1 8 011 NOTES EXISTING FIRST DETAILS 1.HOT DIP GALV.PER ASTM A153, FLOOR AFTER FABRICATION. 6' - 7 1/4" 2"SCH 80 M rn Cl) M PIPE CATALOG N0. PART N-6401-0081 A o — STAMP AREA: DATE: 10/23/17 _c� — — _ NEW CONSTRUCTION BRACKET — — — — — — M — — — — FOR 1 1/2&13/4 ROD — BFE PROJECT 6' - 0" NUMBER: 60419DEC - TYPICAL FOUNDATION BRACKET DETAIL -�; =-� � \�` DRAWING BY: PEK T YP C = I I= I I= I I I _ I I= — Wl I CHK BY: PEKNTS I—iii—iii I iii Iiiiiiii—iiiiii—iiiiii—Iii iI iI—iiiIiiiii—iliiI iii—iii GRADE HAG 5' - 91/21, DWG No: 2 Section 2 A-110.00 1/4" = 1'-0" CAD FILE NcJi'ii M 60419DEC lJ N 0 LEGEND PROJECT ISSUE 10/23/17 REVISIONS No. Description Date EXTERIOR WALL O INTERIOR WALL 101 DOOR (KEYED TO DOOR SCHEDULE) LE WINDOW (KEYED TO WINDOW 1)t SCHEDULE) STRUCTURAL BEARING MEMBER, SEE PLANS FOR REFERENCE TO TYPE; IE. STEEL,WOOD OR LAMINATED MEMBER. INDICATES THE DIRECTION OF FRAMING SIM 1 ELEVATION OR SECTION DETAIL A101 10/23/2017 9:40:03 AM CEILING MOUNTED COMBINATION SMOKE/HEAT DETECTOR WITH BATTERY BACKUP,AND WIRED FOR CENTRAL ALARM. PROVIDE'HARD WIRED' " IT IS A VIOLATION OF THE LAW FOR ANY PERSON, CONNECTION,TYP. OF ALL. PER NYS CODE R31 UNLESS ACTING UNDER THE DIRECTION OF A ® LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY 5� WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ENGINEER IS 7 -0' _ CEILING MOUNTED COMBINATION SMOKE/CARBON MONOXIDE ALTERED, THE ALTERING ARCHITECT\ENGINEER DETECTOR WITH BATTERY BACKUP,AND WIRED FOR CENTRAL SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE © ALARM.PROVIDE'HARD WIRED'CONNECTION,TYP. OF ALL. PER NOTATION "ALTERED BY" FOLLOWED BY HIS/HER NYS CODE R317 AND A SPECIFIC DESCRIPTION OF THE ALTERATION ACQ STEPS AND RAILINGS SIGNATURE AND THE DATE OF SUCH ALTERATION, PER CODE. REFER TO NOTES ON THE DRAWING.""THE PLANS AND FOR ADDITIONAL INFORMATION SPECIFICATIONS HEREIN ARE INTENDED FOR THE i i i i i i i i SUBJECT PROJECT ONLY AS A RESULT OF t i i i i i i CONTRACTUAL NEGOTIATIONS BETWEEN THE t i i i i i i t i l I i i I I I H CEILING MOUNTED SMOKE DETECTOR WITH BATTERY OWNER AND PHILIPP E. KAMPF.THESE PLANS AND BACKUP,AND WIRED FOR CENTRAL ALARM. PROVIDE SPECIFICATIONS WILL BE THE SUBJECT OF A ' 'HARD WIRED'CONNECTION,TYP. OF ALL. PER NYS COPYRIGHT PETITION AND MAY NOT BE REVISED OR LIVING ROOM CODE R317 REUSED BY ANYONE WITHOUT THE WRITTEN AUTHORITY OF PHILIPP E. KAMPF. " IF A VERTICAL PLATFORM LIFT 15 NOT 05E2 VERTICAL PLATFORM THESE LINES REPRESENT A RAMP WITH RAILINGS. LIFT OTHER M5E THI5 WILL 0E A NFU/WALKWAk gi ARCHITECTURE �c DESIGN PHILIPP E. KAMPF ;7-5'xl0'ACQ LANDING 1 07 CENTER STREET PHONE: 631-943-1061 BAY SHORE, N.Y. 1 1'706 EMAIL: PHILIPPKAMPF@PKAO.NET 2 -110.0 KITCHEN REMOVE EXISTING MASONRY CHIMNEY AND FIREPLACE DEN EXISTING BATHROOM TO BE GUTTED AND REBUILD AS SHOWN.ALL FINISHES AS APPROVED BY GOSR 8'-3" Le 00 CLOSET DETACH AND RESET REMOVE EX. WALL EXISTING © 0-05ET KITCHEN �- — — — — — — -� BATIi 3Ha I I CLO56T N 3 REMOVE EX.WALL 0 O - O 0 1 5'x7'ACQ LANDING PROVIDE 3/4" PLYWOOD _ UNDER SHEET ROCK N� TH "' (28 N �EVRooM d ao I 0 ' OORDINATE DOOR X. ACQ STEPS AND RAILINGS a, I3 ' ITH WASHER/DRYER � PER CODE. REFER TO NOTES i 6 , FOR ADDITIONAL INFORMATION / ,tea /NEW WALL R. @ 16"O.C. `' PROVIDE NEW DRYER VENT PER CODE t N J.@ 16"O.C. PROJECT 0SHOWER I3 FSP In ON NOTE: Ili t i i i o i i t o PROVIDE 5/8"TYPE'X'GYP. BD.@ WALLS AND CEILINGS DIRECTLY ABOVE AND `f' —IN, AROUND ALL HEAT PRODUCING EQUIPMENT � - DN - - - =- 2050 DEEP HOLE - ❑ PROVIDE FRESH AIR VENTING AS PER NYS RESIDENTIAL CODE SECTION M1801. PROVIDE ----- i; I� HORIZONTAL VENT WITH DUAL OUTLETS PROVIDING DRIVE MATTITUCK 72 SQUARE INCHES(12"x6")FOR A TOTAL CAPACITY ----- ;'� = OF 288,000 BTUS. ------ 0 _ , 952 =F� ,r .zr� i VERTICAL PLATFORM LIFT 4'x4'ACQ LANDING FOR EXISTING CONC ENSING UNIT FLOOR PLANS 5'-9 1/2" I11', 19'-3 1/4 10 11 EXISTING ELECTRICAL SERVICE O BE LOWERED STAMP AREA: DATE: 10/23/17 PROJECT 60419DEC � NUMBER: DRAWING BY: PEK f CHK BY: PEK o 1 PROPOSED FIRST FLOOR - - DWG No: 1/4" = 1'-0" A-200.00 0 CAD FILE N Q 60419DEC `� PROJECT ISSUE 10/23/17 REVISIONS No. Description Date ------------------------- ---------------- ------------ ✓� ' -- `_—------___----------------- -_-------_-- -- `i10/23/20179:40:11 AM ---------- -- -----_ -- - ---------_ N IT IS A VIOLATION OF THE LAW FOR ANY PERSON, ---- II ! ! 'UNLESS ACTING UNDER THE DIRECTION OF A ---------- l -- -_ - / LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ENGINEER IS _ - fALTERED,THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE _ ---- _--`--- -- ___ ----- - ___ % NOTATION "ALTERED BY" FOLLOWED BY HIS/HER - — R - SIGNATURE AND THE DATE OF SUCH ALTERATION, - ------------------------ -----__ -- y ------ _ ----- ------ ------------- - ANDA SPECIFIC DESCRIPTION OF THE ALTERATION - ------------------------------------------------------------ ------ ------------------ ----- - ------ - -- R`- - - ----- ON THE DRAWING. ""THE PLANS AND -------__ - ------- -- ----_ - -----_ __ __ SPECIFICATIONS HEREIN ARE INTENDED FOR THE ---- ----- ----- _ - ---- _ ` SUBJECT PROJECT ONLY AS A RESULT OF ------------------------ ----------_ --- --- ----- --------- -- ------ _--- - ---- - ------------- _- - CONTRACTUAL NEGOTIATIONS BETWEEN THE -- ------ __ ------------- - --------------- ------ ------- 1,' / ' __ I OWNER AND PHILIPP E. KAMPF.THESE PLANS AND _ �� r~ SPECIFICATIONS WILL BE THE SUBJECT OF A --- -- - ---- -- -- ---- ---- -- ----------- - -- - -- - _ " _ �3=- % -- -___ -- - COPYRIGHT PETITION AND MAY NOT BE REVISED OR I -_---- -- _ _ — -----_ ------ --------- ------- -- M� _ i= --- -- - - �/ ' REUSED BY ANYONE WITHOUT THE WRITTEN /` AUTHORITY OF PHILIPP E. KAMPF. ----------- _ I _ ------- --____—._ _ I.JA -A -------- rmmm"0000 ------------ - � JD _---__ - ---- ______ f AR10HITECTUF2E Sc DESIGN PHILIPP E. KAMPF i 107 CENTER STREET PHONE: 631-943-1081 BAY SHORE, N.Y. 11706 EMAIL: PHILIPPKAMPFa@PKAD.NET 151 -------------- 1 FRONT 3D I. - - .�_ -a -- -- __ -- - - - - - _- - _. - -- - - - . - -- _.. -- - - - _ -- - _ �- i - - -- ---- - --- - - PROJECT PALMER RESIDENCE -- -y-- ---- - - - =- - - ---__- __- - _ I -- -_------_--- _----___-- - ! ___________-------____,__ ---- --____ ---- -- -- -- -_-_ -_ - I -- -- --- --- `-------------- --- - -- - - 2050 DEEP HOLE DRIVE MATTITUCK, I! IIS 1I �/ �3� il� :i' i ------------ ---------- _-_-_----- _ / --- - ��i- Y - - --------- -- ---------- _________ NY 11952 - -- -- - ----------- ,�/ _____-- / -------------- -------------------- -- - --------- ---- - ' -_- - -- -- ----- ` 3D VIEWS 2 REAR 3D STAMP AREA: DATE: 10/23/17 PROJECT NUMBER: 60419DEC DRAWING BY: PEK CHK BY: PEK a _ DWG No: o A-250.00 CAD FILE N�:I N 60419DEC N "If==77777777 7- 0 PROJECT ISSUE 10/23/17 3"x3"x1/4"GALV.WASHER REVISIONS No. Description Date (2)3"x12"ACID. GIRDER WHERE FLOOR PACKAGE IS NEW: IF THERE IS A SLAB DISCONNECT REFER TO SLAB DISCONNECT DETAIL THIS SHEET SIMPSON HURRICANE CLIPS(2) - FINISHED FLOORING FOR DETAILS IN THIS AREA AT EACH JOIST GIRDER CONNECTION REINSTALL APPROXIMATELY 2'-0"BAND -3/4"PLYWOOD SHEATHING -2"x8" F.J. @ 16"O.C. J OF SIDING AFTER STRAPPING INSTALLATION -R-19 FIBERGLASS BATT. INSULATION -6 MIL VAPOR BARRIER r- - - - - - - - - - - - - - -� o Zoo U) U) Qo 0 X W REFER TO STRAPPING INSTALL DETAIL w Q FOR STRAPPING UP STUDS AND UNDER = NJ -_=- ADD R-19 BATT INSULATION TO FLOOR --- — - w w w SILL PLATE — = U) w 0° _ PROVIDE NEW 1/2"GYP.BO.AS REQUIRED REINSTALL APPROXIMATELY 2'-0" BAND I— Q OF SIDING AFTER STRAPPING INSTALLATIONw= 3 M = BASE MOLDING PER GOER SPECIFICATIONS i z a �:0 ' w w = W 0 z NEW FLOOR FINISH PER GOSR >O zz J SPECIFICATIONS REFER TO STRAPPING INSTALL DETAIL I ", FOR STRAPPING UP STUDS AND UNDER Q SILL PLATE z o w� II Z w 0 I 3/4"PLYWOOD SUBFLOOR O z II I I—U)W 1= STEEL f-BEAM WITH WEB VAPOR BARRIER 10/23/2017 9:40:12 AM yj X PACKED OUT WITH LUMBER I� ,, ,_ ___--- .. ---- ADD R-19 BATT INSULATION TO FLOOR U.1 " IT IS A VIOLATION OF THE LAW FOR ANY PERSON, I R-19 BATT NSDULATION O FLOOR 0 . . da __ __ NESS ACTING UNDER THE DIRECTION OF A d LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY LL WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM _ d z ° BEARING THE SEAL OF AN ARCHITECT/ENGINEER IS ++ ++ ++ ALTERED,THE ALTERING ARCHITECT\ENGINEER d ° , °� 3/8 x16 x16 STEEL BASE PLATE w W/ 2 ANCHOR BOLTS PER PIER SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE 0 I I d NOTATION "ALTERED BY" FOLLOWED BY HIS/HER °I ° °I SIGNATURE AND THE DATE OF SUCH ALTERATION, w I I NEW F.J. @ 16"O.C. ° d ° AND A SPECIFIC DESCRIPTION OF THE ALTERATION N I I PER FOUNDATION PLAN (2)#4 each way 1. °° ON THE DRAWING. ""THE PLANS AND SPECIFICATIONS HEREIN ARE INTENDED FOR THE VAPOR BARRIER VAPOR BARRIER 1 I SUBJECT PROJECT ONLY AS A RESULT OF — — — — — — — — — — J — �° °la �.a WELDED CONNECTION CONTRACTUAL NEGOTIATIONS BETWEEN THE Qe. d `°• OWNER AND PHILIPP E. ICAMPF.THESE PLANS AND ACQ.PLATE • •° A. PLATE SPECIFICATIONS WILL BE THE SUBJECT OF A COPPER TERMITE SHEIL `_ d COPPER TERMITE SHEILD °° COPYRIGHT PETITION AND MAY NOT BE REVISED OR ° I REUSED BY ANYONE WITHOUT THE WRITTEN ANCHOR BOLT.REFER TO MODULAR a „ DESIGN FOR SIZING AND SPACING ° °d ANCHOR BOLT.REFER TO MODULAR ° d° °_ , AUTHORITY OF PHILIPP E. I<AMPF. I e ° .41 ° e DESIGN FOR SIZING AND SPACING ° c PROVIDE FOAM SILL SEALER a, 'i < e PROVIDE FOAM °d . e l` °° d C2Y#REBAR SILL SEALER 1 ° .d .1 (2}#4 REBAR °° .d ° 1°°a. 'I ARCHITECTURE Sc DESIGN e a - ° PHILIPP E. KAMPF d ° a d ° 1 07 CENTER STREET SLABpI6GOPtdEGTpETAIL .°d ° EMAIL:L: P 3IPPKAMFI @PKAD.NET as d' � 1 ° 1 d ° BAY SHORE, N.Y. 1 1 706 1 OPTIONAL 8"CONCRETE FOUNDATION WALL ,e ° d ° a' WITH C 37`5 TOP AND BOTTOM ° I d 1. d de ° .4 4 2"3500 PSI PL.RAT 6LAB ° I I° . 4. d °°0'-8 _g 41 I °a. .a (2)#5 DOWELS a I < I . TYPICAL @ PILE e ° ° ° CAPS d d. a < F d- 2"3500 P6I P.G.RAT 6LAB a d da ° . d a . GRADE _ _—_— d _ _-_-I I I-III-III-III ° °. ° 1e ° ° e d _ d i, i— I-I I I-III III-I I I-III III-I I III-III-I i I-III-III-III-III 11=1 I I-I I I--III-111-11 E9 E III I 1-IIII 11-I I I-I I Ed I El 11=1 -111-111-III-III-III-III-I I i-I I e d ° ' e III-III-III-III-111-III-I I! °° I I-I I I-I I I-111-IIla 1 I-I I I-lI1 I� °. III-1 I II 11-11 IEI I IEI 11=1 11-I ° _ _ _ _° °d ° e _ _ ____ A11-Ill-111-II1-1 11-111-III-1 I ° 111-111=1 11-lIEdI1=1 11=111 Ill-III- E III-111-1 � I 1 a d ° I-i l I-III-IIt It .. 11 11=1 11=1 11=1 11=1 I E1 I II 1 1E 1 I I °1 . I I IEI I Ed 11=1 11=1 I Ed 11=1 11=1 II 11=1 I l=1 1 1EI I lEI I I a 8 °° -1 I IEI 11=1 11 I-1 1:. -�I�_ -III=111=III=III=111=111=111=11 111=III=III=111=11Ia I IEIII I I -� -I 1=III=IIIEI I F1 111=1 . I=III=III=III=III=I —_-—- _(2)#5 DOWELS;I I 11=I I I=111=111=1 11EII1El I IEII1 ° 1 ° 11=111=111=111=1 I IEII1=111=1 =lI1=III=1 IEI I IEIII-III=1 11=1 I IEIII=III=1I1=111 ' ° ° d -11 I=1 11=1 I I=-=I I I=1 I HzI I I=III=I I I�YPICAL @ PILE= =111=111=111=111=111=111=111=11 111=111=111=111=111=111=IIII 1=111=III III=111-III-III=111=111=111=111=111=1 °I ° 1 ` ° 1=III===1I1=111=IIF9I1=1I1=1I1ElCAPs-='--'-"1 I -1 =1 11=1 11=III=III=III=III 1 I I=III=III=III=III=I 11=III=I III 11=I 11=l 1=l 11=(2)#4 each way 1-1 H=HiN-m-01, :° 9 d =1I 1=111=111=111=111=III=111-III .11a l ll-III= =Ili-I I i-1 I IEIll-III-lIl-111-11 lIl-III-III-III-Ill-111-Ill 1�-III-111 l I I-1 I I-I I I-I I I-I I I-I 11=1 11- .. ° . ° 1-111-III-IIIIII-III-I 1 I-1 I iIIIIII-1 I I-11 I11 I-III-I 1 1 =11111C1rNREBAR =III=I II=I I=III=III=IIIEII ElII=lIIEIII . . 111111111=IIIEIIIEEIIIEIIElI1EIII=III=11l=I I1=III=11111=111=III=III=III=I I 111=III=111=111=111=111=III vERTlcal, I ElIIEIIl l I IEIIEllIEd 11=1 11=1IEd I Ela . ° ° 1=1 I E9IEl I IE] I=1 I Ed I Ed I I=l 11-1�1-1 I EA I I-1IElI1=1�I 11-III-III-111=1II-lll-Ill °<• de 1.° 111=111=III=111=111=III=III=1 =III=111=1 1=111=111=111=111=111=111=111=111=111 e d ° ° III-111=III=111=111 -IHkPOT�+ETIca.�1=111=111= 11=1 11=1 1IEI 11=1 11=1 1IEI I I I I=1 11=1 11=1 I I-1 I I-I 11=1 I I HATCH INvscATEs 11=1 11=1 I I I I I=1 11=1 I IEI I IEI I IEI 1 1EI I II I II I II 1 I 1=1 1=1 11=1 11=1 I I- 11=1 I I-1 11=1 I 1:50"A? D�r oFI=1 11=1 I IEI I I -111=1 11=11 El 11=1 11=l I I I .a = _- -1 2r#REBAR FouNDA F WALL,A� =1 11=1 I El 1=1 11=1 I IEI 11=1 11=1 11=1 I la 11=1 11=1 I I •� • ° ° -111=1 11=1 11=1 I FEI I =1 11=1 11=1 I =IPILE CAPI I I=1 1=1 11=1 I I- III=1 11=1 11=1 11=1 11=1 I I I I=1 I El I I-I I I I i � i 1=1 I I-I I I 1 I 1-I I I-1 1 1-I 11=1 11=1 I IEI I I-III-III-fIII-III-I 11=1 I I-I 11=1 I I-i l I-III-III-I I i _ I I I-111=111=1 -111-I 11-1 I-III-III-III-lIMII1-111-111-III-1 I l ° I l l-III-I 11-I 11 11-i I I-I 11-I l II 11=111=111-111=111-1 I I _I I I-11 =111-III-III I I-I I l 0 111-111-111-111-111-III-III-111-II I-I ° • _I_I I I-III-III-I -III-III-III-111-III-III-111-I I I-III-111 I IEI I I d I '° ° I I_111=11 I-I -111-I I .I I_I I I-111-111-111-I I I_I I I-111_1 I I_I I I -I 11-111-111-111 111-I 11-111-1 i 1-11 I-111-I 11-111-111-111 ad ° l l=l 1-M. I l l=111=111=111=1 I I- 11=1 11=1 l 1=1 11=1 ° Ia° ° 1° : 1=111=111=111 11=1 11=111=1 11=1 11=III=111=111=111=111=III III-III ° ° e 1 ` ° d ° °:° . ° 1 I-1 I 1-1 I 1-I e ° °° d' d° . -III-III-III d _ ° =111=III I-1 `.° d —_- 3500 96I P.C.PLL=CA9/6?We BEAM °1 PR JECT -1 l 1-III- X-O"WIDE X 1''!/"DEEP.REFER TO _ _ _ _ Y I I-1 I Ill ° -III-I I -' FOUNDATION PLAN ° =III=III II=III=1I' ° d -1 11-111-1 l a ° -111-► I— I i I a_ e _ PALMER RESIDENCE -111=111=11 ' A. ° , •° -Ill=1 11= I-III-III REBAR6 GONTItJ1E AT d _ a C N1"N EACH WAN AT HELIUU.9ILE6 ° d ° —III—III—, 6RApE BEAM MY ° ° . BOTTOM ° d ° ° Ill III I I III-III-III-III-III-I 1 1 1-III-111-III-11�-I I Ill-Ill l l l- 1 I I I ° \d° IEI _ _ FE] 111-III- I I _ _ _ _ _ _ _ _ _ _ _ _ _ ° e II-III I11-1111-111-1 -111-III -II1-IIl-IIII-� -III-II I ° 17 LI,i�11 II11111111111111111 — III=1IElII�IIIIIIIIIIIIII I l Ilr I 2'-0" 1 ° _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2050 DEEP HOLE GRADE BEAM I-III- I I-III-I I-I I I�III-I I -III=111 III-III-III-III-III- I-III-III-III-I I c#r#EACH WAN AT HI5ICAL PILES -III=III=III-III III-I 11=1 I I = 11-1 I I-1 11=1 11=1 11=1 I I I I=1 I I-III-I 11= BOTTOM _ -1►1-111-111-1 1=111-1►l-1 l - _ =►II=III-1 I ITI-1 l=1 I-1 DRIVE MATT I T U C K, -►I►_►11=1►1=III I I►=1►I►I I III-I 11=1►I ► =1 I I-III-I I I- - - - - eeN_. 4I. IIIIIII1111111111111111 111111111111111" ►i T1=►j►ITII�IITII�►►�i►�►► �l�i 'I�ll�ll�ll�l►�l" NY 11952 p��g��� �=1 11=111=1I1=► 1=111111=11Ill-111-111=►11-111-1 1=1 l III dI1=1 I I--3'_ B a�T, grade beam per foundation plan -III=III-III-III 111=111-111 = - =1 I I=111=1 I I I I 1=1 =III=III= grade beam per foundation plan �-Ill-Ill-III-I I-III-1111 I =1 I I=111=1 I=1 I I- I=1 I I=1 ° d ° I -III-I 11=1 I I-III III-III-III- 1=1 11=1 11=1 I I I I I=1 I I I I 1=1 I I- H`'p0h'�� I-III-III-III-I I-III-III=III=_ =111=111=111=III-I 1=III-II III=1I eouNDARpN of -I 11=1 I I-III-III III-III-III- =1 11=1 I 11=1 I I_-I 11=1 11=1 I I I I I=1 11=1 -__ 3500 PGs P.c.PILE CAP/GRADE BEAM HELICAL PILE.REFER TO NOTES FOR PILE CAP _ _ _ _ _ _ _ _ 2'_0"WIDE X i'-#"peep.REFER TO ADDITIONAL INFORMATION I-IIIEdI1-1 I l-I I-III-III=1 I 111=MEd SII•=III-I 1-I I I-1 l I-11 I-1 l a �. . e m I _ ` -111-III-Ill-111 I I I-111111 -111-_-1 1 I III-III-III-III- FOuwATsoN PLAN. x ° 1-1 11=1IEd 111=1 1=1I1-111=1 I i-III-II- =III=III=El Ei N a d e I t< , I I-111-I 11 I I I-I I -I 11- _ 1-I I IEI I I-1 I I _ _ _ = HELICAL PILE.REFER TO NOTES FOR 1=III-1 I-III-I 11-I 1 = 1-lIl-I 11-1 11-11 I-1 1-111- - - ADDITIONAL INFORMATION =111=111 l I El 111=111 -I I 11-111=111-I I I-111-111 I I 1=1T-1►1=1 11- SECTIONS I-III-I I-III-III-11 -I I I-III-lIl-1 1-111-111-111-11 d a'. ° .° ° „ -111-111 111-111-111 111-I111I1 Ill-ill-111-111 #4 STIRRUP 12 OFF CENTER l-1 11=1 I-III-MEI 1 11 I-II1=1 11=1 1=1 1 1=111=111=1 I -I I I-I I I 1 I 1-I I IEI I I- - - I=1 11=1 11-I 11=1 I I 111=1 I FEI I I-1 I I- C#r#EACH WAN AT HELICAL PILE6 I-II 1=1 l=1 11-1 11=1 I - -111I_= 1 1= 1=1 1=1 11=1 11=1 1 1= I BOTTOM (I I I I-1111 11 I I-III-I I Il I -1 I -1 I I-I 111 11 I I-I I l-1 11-1 11= -III- -III-III- _ 1-111-Ill- -III-III-III-1I El I IEIIl 111=1 11-I I I =1 11-111-I 11 l I 1=1 11=1 I IEI 1I- d °d 1 IEI I IEI I-I I I=I I I=I I = I IEI I I=I I I-I I IEI 1=I I I=I I I=I I I- STAMP AREA: DATE: 10/23/17 -1 I I-I I I I I Ed I = - _ - _ - - 1-I 11=1 I I 1 I I-I 11=1 I' -III- III-I 1111- -IIIIII-I I-III-III= PROJECT l I I i I i-I I IEI I I I I I-I 11=1 I I-1 11=1 11=1 11=I 11=1 11=1 i IEI 11-I I I-I 11 11 I-I I IEI NUMBER: 60419DEC 2'-0„ I -III-I I IEI 1=1 I IEI I IEI I IEI 11=1 11=1 I I-1 11=1 I IEI I IEI 11=1 I IEI 1=l 11=1 11= �RApE BEAM I I 'III-III-III I IEI I I-I I 1=1 =1 I I=111=111=1_I I-I_I M-1 II=III=1 DRAWING BY: P E K I-III-I I I-I I-I 1511 I-I 11=1 1 1=111=111=1 11=1 11-I I IEI I I-I I I-I 1=1 11=l 11- I I I -I II=I I I-I I I I I I-I I I-I I Ed I I-I I I=I 1=11,1-I I I=I I I=I I I-I I IEI I I I I IEI I I=1_I CHK BY: PE K Q HNPOTHeTIGAL f I 1-I i-III-I =1 11=1 11=1 I = I I-1 1 12_o -1 I I-1 I I-1 I II 11=1 I I-1 =1 I I-I I I- BMWARVN of -III-III-I I - I I-I 11=111Cq PILE GAP `-III-III- 1=III=III-III=III=III=III=III=III=III=III=III- I-III-ill= ,_; ;' = DWG N o: o FOUNDATION PERIMETER WALL 'I=1I I-I I1=1I I-I I1=1I I-I I_I-I I I-III-I I 1=1I1=111=111=1_I -I 2 SECTION PLANVIEw 1 SECTION @ PIER '-III-III-III-III=III-III=III-III=111=111=111=III-III-III-III-' A-320.00 °' i 1—�i i=iii=Tf=Ti=iii=Ti=lTi=iii—iTi—iTi=iii=iTi_I��- 1 1/2" = V-0" 1 1/2" = 1'-0" CAD FILE NQ 60419DEC LJ N 0 PROJECT ISSUE 10/23/17 RIDGE VM Mk6 TYP. WALL CONSTRUCTION REVISIONS A5PHAIJ ROOF0 R.R. No. Description Date PER Pl•AN5 ANv,5T E5.DOLOR NDST�-EA55El,EGTED R.R.C�16"O.C. -EXTERIOR FINISHES AS PER PLANS. COLORS AND BgomeR v5tCONTSt�JOC15 RIDGE STYLES AS SELECTED BY OWNER. 2x10"RIDGEf -TYVEK HOUSE WRAP I ��� 1/2 2'x#"GT.0WO.C. - 1/2" EXTERIOR GRADE CDX PLYWOOD SHEATHING. T�IRU BOLTS 30LD.FEL1 RR It le 0G. -2"X4"STUDS @ 16"O.C. (U.O.N.) � •~ 2"X3"Ri85 8"OG. 9 -BATT INSULATION WITH VAPOR BARRIER AS PER PLANS BETWEENM41VOOVARCH65 GDX EXTERIOR C.J. kI&O.0 � - 1/2"GYPSUM BOARD ON WALLS (U.O.N.) �� (2) 3/4"0 64ZA9E PL41kWOD -R-15 BATT. INSULATION IN WALLS I TNRU BOLTS VENTED VtW1.1 3 1/2"0 STL. 50FnT 4Z-V BATT.IN50LATION TYP. ROOF CONSTRUCTION COLUMN AOR 4x4 ACO POST; (z)31#"PLNWoov ARCHES TO MATCH 2"X6"GOI,LAIR T1E5 ARCH SHOWN AT THE ALVMUW a.AD AT le 01C.1.13 90" AeaAAT1oN TH15 SHEET. FA501A FROM RIDGE �\ THRU/BOLTS -ASPHALT ROOF SHINGLES AS SELECTED BY OWNER. -30 LB. BLDG FELT 1-� WALL •CMiNGS (2)LAYERS @ 3:12 SLOPES(REFER TO 2:12 SLOPE NOTES THIS SHEET v 5/6`0 ANCHOR - 1/2" EXTERIOR GRADE CDX PLYWOOD SHEATHING (2)2YOB,9ROVIDE -ROOF RAFTERS @ 16"O.C. (REFER TO PLANS FOR SIZING , BOLTS MIN. 5 1/2" GALV.V005-5 J015T -R-30 BATT INSULATION WITH VAPOR BARRIER IN I I II EMBEDMENT 5ET HANGE9ATH005E519E CocttCT10N. CEILINGS II II I IN ACRYLIC TIE -1/2"GYPSUM BOARD ON CEILINGS(U.O.N.) I II II PROVIDE BEAD I, � ADHESIVE BOARD CESLSNG 12`0 PC PIER W/ 10/23/2017 9:40:13 AM 24"0 FLARED BASE PORTICO GABLE END SCALE:1/4"=1'-0" A SECTION OVERHANG SCALE:1/#"=s'0 8 SECTION 6D RIV6E 50ALE:1/#"=1'-0" C WALL ROOF 59EUNN C5. scALE:1/#"=1'-d' 31000 PSI MIN.; 3G° " IS A VIOLATION OF THE LAW FOR ANY PERSON, MIN DELOW GRADE LESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM VTWAf 5ZDINGA5 BEARING THE SEAL OF AN ARCHITECT/ENGINEER IS 6ELECTEvegON4,1SR I ALTERED,THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE ASPHALTROOF NOTATION "ALTERED BY"FOLLOWED BY HIS/HER yNGLES•COLOR I SIGNATURE AND THE DATE OF SUCH ALTERATION, TWW Hp05f�WRAP AND 5TL-EAS SELECTED AND A SPECIFIC DESCRIPTION OF THE ALTERATION eqOMER I ON THE DRAWING. ""THE PLANS AND c2 /#"PL�rwooD O R SPECIFICATIONS HEREIN ARE INTENDED FOR THE ARCHES TO MATCH 2"CDX EXTERIOR �„ Z"X6"R R L�16"OG. PROVIDE NEN/FLA51 FZNG AS ARCH SkiOWN IN THE GRADE pLcrWwoD 3oLe•FELT SUBJECT PROJECT ONLY AS A RESULT OF WILLS CEILINGS CONTRACTUAL NEGOTIATIONS BETWEEN THE REQuzREv ELEVATZONTHT66"EET. SHEATHyNG• 2'X1.0"LEDGER OWNER AND PHILIPP E.KAMPF.THESE PLANS AND ATTACH W/1/2"DIA.6oLT5 CQP '"CDX EMERIOR ATTACH W/1/2"DIa e01T5 LO SPECIFICATIONS WILL BE THE SUBJECT OF A 1h,O.C. MICROLAM HDR.OR CONY. 2 16"O.C. 2"X#"5TU�5 GRADE A-kwWOD I COPYRIGHT PETITION AND MAY NOT BE REVISED OR 2"X6"LEDGER eOARD W/1/2" 3„� ,� MICROLAM OR CONY. WOOD HDR.FLUSH 5HEATRTW5. REUSED BY ANYONE WITHOUT THE WRITTEN DIA.e0LT5&16"O.C. a FLOOR WOOD HDR. W/GALV.JOIST R-15eATT.ZN5uLATZON DROPPED HANGERS EACH FJ. ���� 2x6"LEDGER �2 5TEEL L.AL.LY COLUMN CONNECTORS AUTHORITY OF PHILIPP E. KAMPF. " SOFFIT ATTACH W/1/2"DIA.BOLT5 0 LALLY COLUMN CAPS $ BASES TO BE ENGINEERED W oc dDWO.C. I TO RESIST AN UPLIFT OF 6000 LBS PER CONNECTION P11<)atD - --; AuSMCIyAUM a.Av 2"`"��"°�• THIS DETAIL 15 THEREFORE SUBJECT TO CHANGE COPPER TE—NtITE _ �- I ]-ARCHITECTURE Sc D E S I G N SHIELD• 60DER-19"BATT.IN6ULATZON TYPICAL HEADER DETAIL PHILIPP E. KAMPF NOT TO SCALE I NOTE:JOIST TYPE PHONE: 631-943-10e 7 REFER TO WINDLOAD 1 07 CENTER STREET AND SIZE MAY VARY. DESIGN FOR UPLIFT BAY SHORE, N.Y. 1 1706 EMAIL: PHILIPPKAMPF@PKAD.NET COWECTIU6 VERIFY CONDITION PER 5IMP50H STRONG TIE DRAWINGS. "STAND-OFF" AB SERIES SECURED W/ 5/5" DIA. PC EMBEDDED ANCHOR . ' "J-BOLT" (MAXB5) ATTACHMENT TO HOUSE SCALE:1/4"=1'-0" E SECTION WALL 13A5E SGALE:1/#"=s'o F TgMCAL HEAPEK SCA1.E:srN"=1'-0" 6 5ECTTON 0 OVERHANG SGALE:1/N"=1'-0 44 POST i� CONNECTION L/ 54NTF+ETZG DEG�cZNG __. � T-` VI*L SIDING A5 Sheathing wrap lapped ` Eve`f OWNER PECK 905T FOOTING DETAILS SCALE: NT.S. N RAILINPER LOCAL i over t#aslimgs G COX _ _ - �� +"611Y9.ev.ON N4 N 4TCHES D Minimum'ta"gap TwvEKHouSEWRAP WILLS CEILINGS D/6 MAX. NO NOTCHES— CH ED —I• T ACQF.7.PE(ZPLAN Pressure-treated j D/6 MAX. band joist --�- �; } - � � 2:12 ROOF SLOPE NOTES: SHEATHING. WINTER GUARD SELF ADHERING RUBBERIZED ASPHALT MEMBRANE 71 -- UNDERLAYMENT W/INTERNAL REINFORCEMENT. INSTALL PER MANUFACTURER'S ----'f2"corrosion- 2xk"STUDS RECOMMENDATIONS FOR 212 ROOF SLOPES IN ORDER TO MAINTAIN ROOFING ACQ.GIRDER PER PLANS ACQ•LEDGER w/1/Z" " resistant bolts FLOOR JOIST—CENTER GUT VIA.LAG Ba.TS cA Pressure-treated - -'� " )' WARRANTY. NY STATE CODE: R905.2.7 UNDERLAYMENT APPLICATION. ' DJ/ ' ' FOR ROOF SLOPES FROM 2 UNITS VERTICAL IN 12 UNITS HORIZONTAL 17%SLOPE �"O.O• ledger �, � ; ',, Corrasion-resistant R-�seATT•yNSULATyoN UP TO FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL(33%SLOPE), ( ) joist hanger Fy UNDERLAYMENT SHALL BE TWO LAYERS APPLIED IN THE FOLOWING MANNER. ' dD W°.0 APPLY 19"STRIP OF UNDERLAYMENT PARALLEL WITH AND STARTING AT THE EAVES, FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EAVE, V1,shers create r2 APPLY 36"WIDE SHEETS OF UNDERLAYMENT, OVERLAPPING SUCCESSIVE SHEETS drainage space 19"AND FASTENED SUFFICIENTLY TO HOLD IN PLACE. FOR ROOF SLOPES OF FOUR - Opt onal pee!-and-stic'�c D/3 MAIL UNITS VERTICAL IN 12 UNITS HORIZONTAL OR GREATER, UNDERLAYMENT SHALL BE PROJECT APPLIED SHINGLE FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND \\ bituminous membrane LAPPED 2", FASTENED SUFFICIENTLY TO HOLD IN PLACE. END CAPS SHALL BE `- Metal Bashing OFFSET BY 6'. PALMER RESIDENCE MAX. D FROM SECTION @ PORCH FLOOR SCALE:1/4"=1'-0" J SECTION @ LEDGER SCALE:1/4"=1'-0" K SECTION cz 2NV FLOOR M SUPPORT FLOOR JOIST—END CUTS ROOF SLOPE NOTES SCALE: NT.S. O VIWI.SIDING A5 D UPLIFT HOLD DOWN PER DETAIL ON 2050 DEEP HOLE VZNkI.SIDING AS SELECTED e� WN OWNER SHEET DRIVE MATTITUCK, SELECTED Bk OWNER BLUESTONE CAP&FLASHING D/3 MAX' NY 11952 11 6W.EV.ON TWFK HOUSE WRAP TgWK H005E WRAP W 11 CEILINGS OWENS CORNING CULTURED 4"PLifWOOD 50B- LL00(z � 1"� eo ON d a STONE RAFTER CEILING JOISTS "CDX EXTERIOR SHEATHING. WIl l.5 CEILINGS N GRADE M41WOp P.C. REINFORCED PIER SHEATHING. 2_V#"5T0V5 T d 2'W"STUDS SUBS ,f ', GRADE D//3 MA SECTION DETAILS R-15 BATT.ZN5U ATZON ✓, R-.55ATT.ZN5uLATZON (4)#5 REBAR 2"X10" FJ. F.J. 00 16"O.C. CD 16"O.C. Z ` cc d G - COPPER Te"IN o 3000 PSI P.C. SINGLE POUR TRENCH 2 IN. MIN. FROM TOP SHIELP r, FOOTING/PIER, %ND BOTTOM OF JOIST STAMP AREA: 9-19"BATT.ZN5ULATION � R�19"BATT. DATE: 10/23/17 IN5uLATION PIPE OR CONDUIT PROJECT D (ACTUAL DEPTHS NUMBER: 60419DEC 1'-�" DRAWING BY: PEK REFER TO WINDLOAD `� Dc« CTi IFI 2'-0�� UTTIN DRILLING AND NOTHING DETAIL 'r ° CHK BY: PEK a PIER DETAIL OF JOISTS - _ - co DWG No: o NOT TO SCALE ai A-330.00 CAD FILE N N SECTION @ CANTILEVER SCALER/4"=1'-0" P 515"10N CD EXTERIOR WALL 50ALE:1/#"=1•o R SECTION C�PIER SCALE:1✓�r"=1'o" 5 CUTTING ANP PRILLING GUIVELINES scaLE:s✓#"=1'-a' T 60419DEC N 0 PROJECT ISSUE 10/23/17 REVISIONS No. Description Date REMOVE 6)a5TIN6 MA5cwq CHIMNFX REMOVE EXI5TIN6 MA5cwq CHIMNFX _ MECHANICAL 1 - ROOM ADDITION �-�----rte- _EXTERIOR PLATFORMI LIFT - - __. .-. -. �. .� - - ---------- ACQ STEPS WlN M65 AW CANDM6 PERGOOF EXTERIOR PI ATFOPM LIFT -- - --------------- AcosTEPsRAtW-s,AWLAWN6PERCooE -- - PROPOSED FIRST --- - - - -- - 7 - _ FLOOR _ -- -- _ - 9' - 71/4° 10/23/2017 9:40:21 AM - Aca coNOENsn�6 uNrr � - . .. . ._. --.. N PLATFORM -- --- -� ---- i I I J IT IS A VIOLATION OF THE LAW FOR ANY PERSON, 1 1; UNLESS ACTING UNDER THE DIRECTION OF A BFE+2 -- -- I' - -- - I - i, -- _ _ _ _ LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY LOWER BOTTOM OF ELECTRICAL - - -1 I. WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM _ --- - - - "-- -- - - -- - - - - ---- - -- I �' - BEARING THE SEAL OF AN ARCHITECT/ENGINEER IS METER TO BFE+2 MIN. I 81 - 0 - - - ---- -------- ---- - -- -- ------ ------- I � � ALTERED, THE ALTERING ARCHITECT\ENGINEER I _ --- -- --- ------ ---- - i — --- EXISTING FIRST _ I — - •-• � SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE FLOOR r .1 _. r - , rr , ` I - NOTATION "ALTERED BY" FOLLOWED BY HIS/HER DUAL ACTION FLOOD/AIRVENT 6 - 7 1/4 DUAL ACTION FLOOD/AIRVENT L ^�^ - - - - - _ I SIGNATURE AND THE DATE OF SUCH ALTERATION, BY SMART VENT MODEL 1540-510 Y BY SMART VENT MODEL 1540-510- u �- - ! -- 200 S.F. COVERAGE PER VENT 200 S.F. COV GE ER VENT _ l._. a<�, - ANDA SPECIFIC DESCRIPTION OF THE ALTERATION _�_ ON THE DRAWING. ' THE PLANS AND I T I r BFE 1 SPECIFICATIONS HEREIN ARE INTENDED FOR THE G� OR V - SUBJECT PROJECT ONLY AS A RESULT OF = co -- '- e CONTRACTUAL NEGOTIATIONS BETWEEN THE — —— 6RNOE - - � - AND OWNER AND PHILIPP E KAMPF THESE PLANS SPECIFICATIONS WILL BE THE SUBJECT OF A (HAG) III I I I ! I I i I I I I I I 1 -- III ! I I III COPYRIGHT PETITION AND MAY NOT BE REVISED OR GRADE — - --- --- i — I I - - - - --- !-- i _{ : .— i — I .1-- ' I ---, I I—III— I : t . . : I III—Ill i I E I i I I i I I ! I I ' + `--I I 1 1 I I I I--. . 1- . . .--- . . .-- . ! _ -- — REUSED BY ANYONE WITHOUTTHEWRITTEN REFER TOFOLNDATIONPLAN I .��. ,1;, I I I , I I I , I I . . . - 9 1/2 _REFER TO FOUNDATION ANr ...` -. , AUTHORITY OF PHILIPP E. KAMPF. - F_ _ .! FOR ADDITIONN.INFORMATION i i. _ _ -. I i I I i I II' I _ FOR ADDITIONAL INFORM TION I ( � ! I I � I I l i I •�-*'-'�` =+-*_' ' -- I S-' �'•+-ti'-;--- ! -�-= --= �1 I i— i—I -- - I I 1 T,•-i I —f i � ',•-,••J— — I ------- I I r=-=�—�_ =1 I !-1 I ► � l_—I 1— � I I ---I � —I I —! I ,_! I ,—� — --- =t-= �.— 1 -- � I ---I-�—�=�—I.� I , 111 111 �;• . ,__I � , 1 I , 1 — 1=— � � � �_— — — --I -- ---- -- I , P1t<j&tD ARCHITECTURE Sc DESISN 1 FRONT ELEVATION 2 LEFT SIDE ELEVATION PHILIPP E. KAMPF 1/4 = 1 0 1 07 CENTER STREET PHONE: 6311-943-11081 BAY SHORE, N.Y. 1 1706 EMAIL: PHiuPPKAMPF RKAD.NET • le`( 1X`� v /�� � o—v REMOVE EXI5TIN6 MA5"q CHIMWq REMOVE EXI5TIN6 MA50NRK CHIM*q -!=- MECHANICAL a - 1 . A :-r--I ROOM ADDITION PROJECT 0-7777777 T!= ACQ STEPS RAILIN65 ANO LANOW�6 PER CODE I GQ STEPS RAW,M65 ANO LANOM6 PER GODS -7r — — -_---- -- --- _ — --- PALMER R RE S I D E N C E r ,• �;� .i. �u ., ,i ,. ,it ----- --- �— — ---- - ,: — ----- --j-- , •; - - f - - -- - i Asci coNOENSW16 uN _ I i 1 �i ELECTRICAL ��- __ _ _ .. � �I — � - METER TO BFE 2 MIN II I�_ _ - - - - - • 2050 DEEP HOLE OM OF 11 if ij LOWER BOTTOM - l ' I � DRI U C K, _ , f I :;:: I, �: :I i,,, , ► VE MATTIT �. DUAL ACTION FLOOD/AIRVENT _ --- -----------I- —DUAL ACTION FLOOD/AIRVENT - NY 952 BY SMART VENT MODEL 1540-510 &4 BY SMART VENT MODEL 1540-510 1 '!•�, V v _ 200 S.F. COVERAGE PER VENT 200 S.F. COVERAGE PER VENT I I I -------, ' ; _ I — - I, _ I FI III III I ; � i -I ► � _ -- _ _ ► ! i � , . EXTERIOR if I I III I I I III I I I I ' i ! � T I . Ili —�— REFER TO FOUNDATION PIAN I . ' . . . I ! I I I. � � l _REFER TO FOUNDATION PLAN �. _— .-- — -- =- -�`- I I I — i,. -- I -- --- -' - -FOR ADDLTIOW�I.INFORMATION —III—. ' - _ -- --I -FOR ADDITIONAL INFORMATION - - _i — - I I I _ --- � -I I� � � I —i � III— � I— I I— ---ill— � , I � a I � — --- I -- . .- . . . . . . . . . . . .- . . . . 77111 I ; , I _ ELEVATIONS 1 �. ill Ili 1 11i I ! 1 ! -rl 4. I _ I I � i i i i . IT ;-�- III I —f i= I — — —T 1 I ( _f— =! , — ----I —, I T -- I 13� I •I— 11— T, -- � I � - • I I i L STAMP AREA: DATE: 10/23/17 n REAR ELEVATION RIGHT SIDE ELEVATION PROJECT U 1/4 - 1 0 4 1/4 - 11-011NUMBER: 60419DEC DRAWING BY: PEK i CHK BY: PEK Q - -`-> DWG No: o A-400.00 °' CAD FILE N� N 60419DEC N 0 NOTE:. PROJECT ISSUE 12/4/17 y (6)89 COMMON NAILS CD EAG#END OF 11/#'7120 6A.STRAP. PROVIDE 11/#"X20 6A REVISIONS WIND LOAD DE5T C-N CRZTERA AND CONSTRUCTION NOTES= PER R R FOR 80TH GARAGE AND SECOND STORM ADDITION STRAP PER R R.TO I,NAT(f OR HIP RIAFTER.ALL NAILING 1.ALL WORK SHALL 8E ZN CONFORMANCE WITH THE 2015 IRC COLLAR TIE NOTE: PER ABOVE RIDGE CONDITION 'L ALL WIND LOAD L ee IN CRITERIA NOV GAL C.ULATIONS ARE PERFORMED IN 5.ALL MILT*5HALL BE IN ACCORDANCE WITH TABLE 3.1,33A,31/AND 3.7 COLLAR TIE5 TO BE LOCATED IN UPPER i/3 OF ATTIC No. Description Date ACCORDANCE WITH AMERICAN FOREST AND PAPER A550CZATION CAF PA)WOOD FRAME OF THE 2015 EDITION OF WOOD FRAME CONSTRUCTION MANTEL.C WFCMI 12" rfP) e SPADE 15 O.G.WHEN RIDGE Z5 STRAPPED OR AT 16 O.C.IF 1 TOI COMMENTS 1/14/16 CONSTRUCTION MAWJAL 2015 FOR ONE AND TWOFAMILK WWELLWNGS(WFCM)AND THE 6.ALL M610 AND CON5TRUCTION SHALL CONFORM TO WFCM, e o RIDGE Z5 NOT STRAPPED. MINIMUM DE516N LOAD5 FOR WTLDIN65 AND OTHER STRUCTURE5 C A5CE 71 PER5GRZPTIVE 96510,CHAPTER 3. e COLUMN HEADER,REFER TO STRUCTURAL-PLANS. ALL FLOOR 5�(5TEM5 5HALL CONFORM TO WFCM 5ECTION5 3132 33 WHEN 9.7:5 DO NOT CONNECT ° -ALL WALL 5�f5TEM5 SHALL CONFORM TO WFCM 6ECTION5 3.133 31/ A ToP PLATE PROVZVE STRAPPING ° ALL ROOF 5K5TEM5 SHALL CONFORM TO WFCM 5ECTION5 3.1311 AND 3.5 AND SGREWAeI E RAFTER HANGER ° C 1)5IMP50N STRONG TIE STRAP G 6rUR6F69 WITH C#)100 3.IN REFERENCE TO THE A5GE 5TANDARD5 C WFCM): -ALL CONNECTION5 SHALL CONFORM TO WFCM SECTION 32 AT RIDGE ° FASTENED TO COLUMN HEADER FAGS REFER TO MANUFACTURER FOR GOMPL ETE INSTALLATION -PER SECTION 6.51/.WIND SD=11 PEE0 MPH 7.ALL ALLOWABLE LOAD5 FOR FRAMZN6 MEMBERS AND -PER SECTION 6.5.5,IMPORTANCE FACTOR I(MR WIUVIN6 CAT%Mef FASTENERS/STRAPPING CONNEC TIONS ARE FOR U5E WITH 9006LA5 FIR REQUIREMENTS. 11)=1.00. LUMBER. -PER SECTION 6.5,6.EXPOSURE CAT%M(f 15 V. 8.THE CONNECTION DETAILS PROVIDED ON THE ARCHITECTS MAWP466 #.MEAN ROOF HEI6HT OF PROJECT 15 LE55 THAN 33'-07 ABOVE GRADE PROVIDE FOR A CONTINJOU5 LOAD PATH CONNECTION A5 PER THE LOAD AND 25 IN COMPLIANCE WITH WFCM ENGINEERING DE516N LIMITATION5, VALUES AND NAILING PATTERNS PROVIDED B�f 5IMP50N STRONG TIE PER WFCM TABLE 31/,NOTE 3. SECTION 2.13,1 FOR MEAN ROOF HEIGHT ALLOWANCE. PER A5CE 7, CaWICT095. PROVIDE COL.LAtR TZE(P 16"O.G. FIGURE 6-2,BUILDING HE164T AND EX905URE ADJU5Tm(K FACTOR A= IN LIEI 10 F RIDGE STRAP IN C 3)1 M 7.0 COMMON NAILS,EACH END. UPLIFT STRAP GONNEGTZON RF-QUZREAhENTS: NOTE: ALL To WALL.AND WAIL TO ALL STRAPPING SHALL BE 11/N"X20 6A(5ZMP50N OOF/ATTIC (RooF To WALL.W FOUNDATION)PER ALLWIFT W LL°338 0520 OR EQUAL)AND SHALL HAVE A MINIMUM BEARIN6 MMBEQ OF 8D COMMON NAILS IN EACH END OF 11./#,Y OF 12"ALONG RAFTER/STUD/JOIST FAGS C T�fPIC.AL FOR Q G1�1 At MPI50N C520 OR 6(QUAL) ALL CONDITIONS) RAFTER TO RATE CONNECTION USE A(ROOF SPAN 2D -IKE 5 NAIL5 IN REALIT�f STRAP EDGE 2OOF SPAN 20-05E 6 NAILS (1)51M950NN STRONG TIE GODNEGTOR 141" WILL ON..lf BE ZN VIIIN ROOF 59AN 28'-05E 7 NAILS ROOF SPAN 32'-USE 8 NAILS 'WITH(6)80 X 1112"FASTEtD TO ROOF SPAN 36'-USE 9 NAILS RAFTER AND(6)8D X 11/2"F-A5TftT ENGINEERED METI4012 FOe ROOF 59AN5 OVER 36% TO TOP PLATES. ROOF 59AN N2'-USE 10 NAILS " NEW STEPS 12/4/2017 3:13:53 PM CONTINUE 5TRA9 THROUGH 61RDER " IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A KA, PLATE TO 5TU9 CONNECTION F LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY L EACH 5TUD y WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM C5TA66ER59REWIN69ATTERM (6)8d COMMON NAILS @ EACH END OF 1'-4"x20ga STRAP AT EACH STUD, FOR BEARING THE SEAL OF AN ARCHITECT/ENGINEER IS UPLIFT FORCES ONLY. ALTERED,THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE NOTATION"ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION ON THE DRAWING. ""THE PLANS AND SPECIFICATIONS HEREIN ARE INTENDED FOR THE C T�fPJ (1)3/#"ANCHOR BOLT AT EACH COLUMN SUBJECT PROJECT ONLY AS A RESULT OF MINIMUM 8" CONTRACTUAL NEGOTIATIONS BETWEEN THE NOTE. 11/ N"XZOGASTRAPC�EACH 51DE,FORUPLIFTFORGESCN.�f. EMBEDMENT.ANCHOR BOND OWNER AND PHILIPP E. KAMPF.THESE PLANS AND Wl-4ERE ROOF RAFTER5 ALIGN WITH NON SHRINc 6RouT SPECIFICATIONS WILL BE THE SUBJECT OF A CONTINUE 5TRAPPIN6 TO REFER TO HEADER 5T09PIN6 CHART BELOW. COPYRIGHT PETITION AND MAY NOT BE 0 o C-Ot�CT ROOF RAFTERS. REUSED Y ANYONE WITHOUT THE WRITTEN OR PROVIDE (2-)16D FROM TOP PLATE TO HEADER Cb 1d'O.G.To o� RE515TLATERAL,FOR0E5. AUTHORITY OF PHILIPP E. KAMPF. " a o (#)80 COMMON NAILS Lb EACH END OF 11/N"X20 6A.STRAP,FOR l-FOLLOW COLUMN UPLIFT CONNECTION ° ° UPLIFT FORGES ON.�f. NOT TO SCALE (1)5ZMP50N STRONG TZE CONNECTOR"H2.5" WITH(5)8D X 11/2"FA5TEI-D TO RAFTER m DOUBLE JACK 5TUD,NAIL WITH c 2n6D CZ 2N"O.C. 1ARCHITECTURE & DESIGN AND(6)1317)(J.-11r FA5Tft7 TO LEDGER 2X HEADER,REFER TO PLANS FOR 51ZIN6.REFER TO PHILIPP E. KAMPF ADDITIO*L LATERAL.AND SHEAR NAILING REQUIRE WT5. LEDGER 1 07 CENTER STREET PHONE: 631-9431 OB 1 BAY SHORE, N.Y. 1 1 706 EMAIL: PHiuPPKAMPF@a PKAD.NET 5TRUCTURAL CONNECTIONS FOR C0NTZNU005 LOAD PATH TO RE515T WIND LOAD5(UPLIFT, TAeLF 3.5) LATERAL OVERTURNING) HEADER "OF SOD COMMON NAAS IN EACH NOT TO SCALE - - " 5PAN END OF 11/#"20 6A,STRAP C THP.) y # 6 6 L M ROOF 5HEATHIN6-#'PERIMETER: gl�4qE0 HEADER 5TiZA9PING DETAIL 8D COMMON NAILS Cb 6"OL.AT PANEL.EDGES 6"OL. I , py AT 19MMFMATF 5099ORT5 IN THE PANEL FIELD. NOT TO SCALE Typr_ `�9L NOTE: 1.ALL REQUI9EMENT5 FOR WALL SHEATHING SHALL BE IN CONFORMANCE WITH WFCM TABLE 3.11A 2,ALL REQUIREMK5 FOR ROOF 5HEATHZN6 SHALL W IN C 5)80 COMMON NAILS CT EACH END OF CONFORMANCE WITH WFCM TABLES 3.10A 3.108. 11/41Y2_0 6A STRAP AT KING 5TUD STRAPPING 3.ALL ROOF AND WALL 5HEATHING NAILING 5H"e6 IN COMPLIANCE EACH 5TUD,FOR UPLIFT FORGES ON K kEADiER OF 10D COMMON NAA5 IN EACH N ROOF SHEATHING-INTERIOR ZONE. WITH WFCM TABLE 3,8 AND TABLE 39 RE59ECTSVEI.k. OMMIT FLOOR PACKAGE WHERE SD COMMON NAILS 0 6"O.G.AT PANE,6176-f5 12"'O.C.AT NEW ROOF 5�� END OF 11/N"X20 GA STRAP SLAB ON 6RAW FLOOR 15 U5ED INTERMEDIATE 5UPPORT6IN THE PANEL FIELD. N # 6 6 (KV-6 5TUD TO PLATE) 8 8 WALL SHEATHING-N'EDGE ZONE. 8D COMMON NAILS 65 6'OL.AT PANEL EV666 1.2"OL. REFER TO FOUNDATION AT INTERMEDIATE 6099ORT5 IN THE PANEL.FIELD,PER AND ANCHOR BOLT WFCM 65C TABLE 39. DETAILS THIS SHEET. NEW WALL KING STUD TO SILL PLATE WALL SHEATHING-INTERIOR ZONE: WA COMMON NAILS CN 6 TOk AT PAIL ED6E5 12" PROVIDE(2)16D COMMON NAILS 6"0,C.TO FASTEENV N WALL NOT TO 5GALE CORNER STuv TO 51DEWALL CORNER 5TUD HOLD DOWN O.C.AT INTERMEDIATE SUPPORT5 IN THE PANE. A55EMBLK. FIELD. FZR5T FLOOR NOTE:GONNEGTICNS TO BE - 990VIDED(P CORNER AND AT EACH 80 COMMON NAILS lP EACH END OF 11/#"X20 6A 5TRAP AT EACH y FRAMING MEMBER 51MP50M 6TRON6 TIE HDO-8 5HEARWALL HOLD DOWN TO PROJECT ROOF SHEATHIN6-GABLE ENDWALL RAKE: �RI'L1� RE515T OVERTURNING FORCES. PROVIDE WITH C 1)5/8" 89 COMMON NAILS 00 jr O.C.AT PANE.ED6E5 N" T 80 COMMON NAILS Lb EACH END OF 11/#"X20 6A STRAP AT EACH THREADED ROD EMBEDDED INTO E - PALMER RESIDENCE OL.AT INTERMEDIATE SUPPORTS IN THE PANEL \--� FIELD. 5TUD,FOR UPLIFT FORGES ON.k.REFER TO UPLIFT STRAP MINIMUM.REFER TO MAWIFAGTURER FOR E CONNECTION REQUIREMENT5 THIS 5HEET FOR NAIL COUNT. INSTALLATION REQUIREMENTS.SEE OVERTURNING CONNECTIONS DIAGRAM,TH25 SHEET A9 FOR LOCATIONS. SNEATi-4ING DIAGRAM (?AFTER TO 5TUD) NOT TO SCALE UPLIFT STRAP CONNECTION REQUIREMENTS: 2 0 5 0 DEEP HOLE (ROOF TO WALL,WALL TO WALL,AND W"TO 8D COMMON NAILS 0 EACH END OF 11/N"X20 GA STRAP AT EACH FOUNDATION)PER WFCM TABLE 338 69 COMMON NAILS L+)EACH END OF 111/%7(20 6A STRAP AT EACH REFER TO UPLIFT 5TRA9 CONNECTION REQUIREMENTS "5151Z OF M ATT I T U C K, "5151ZOF 8D COMMON NAILS IN EACH END OF 11/N" 5TUD,FOR UPLIFT FORCES OVY R '15`115EFER TO UPLIFT 5TRAP '15`115 5HEET FOR NAIL GOUNT5. CONCRETE WALL. 20 6AU6E STRAP(51MP5ON 0520 OR EQUAL) CONNECTION REQUIREMENTS V15 5HEET FOR NAIL COUNT. N Y 11952 ROOF 5PAN 16'-USE#NAIL5 ROOF 5PAN 2U'-U5E 5 NAILS ROOF 5PAN 2#'-U5E 6 NAILS -" ROOF 5PAN 2Z'-05E 7 NAILS " C PLATE TO 5TUD) FOUNDATION 516Ab.0 115'0f-WITH ROOF 59AN 32'-056 8 NAILS C TKPJ E? 3'X-15'X 1/#"PLATE WA54E1Z i OMMIT FLOOR PACKAGE WHERE SHALL CONTINUE 12"MIN.ON 5TUD SURFACE WRAP UNDER 27X6"SAL PLATE; NOTE. SLAB ON GRADE FLOOR 25 USED 5ILL A5 PER 1995 WFCM.REFER TO UPLIFT STRAP COI�NEGTLON ALL STRAPPING SHALL BE 11/#'7(20"6E(51MP50N REQUIREMENTS TH15 SHEET FOR NAA COUNT. CONCRETE WALL C52-0 OR EQUAL)AND SHALL HAVE A MINIMU 00RIN6 OF 12"ALONG RAFTER/5TUD/JOi5T FAGS.C TqP'M FOR ALL CONDITIONS) 89 COMMON NAILS CD EACH END OF 11/#'7 2-0 6A STRAP AT EACH+ WIND LOAD DESIGN 5TUD,FOR UPLIFT FMCI55 mq.REFER TO UPLIFT STRAP FOR HOLD-DOWN ANCHOR CONNECTION REQU 9WWT5 TH16 SHEET FOR NAIL COUNT 5/8"ANCHOR 5OLT5 CD 36"OL,7"MINIMUM 5/8"X12"ATR AINCHOR EMBEDMENT AND 1-0"FROM EVERY WALL OPENING,CORNER 31/2" MIK 5.5"EMBEDMENT ' ON SAL PLATE END. SET IN ACRgL1C TIE (A5 PER WFCM TABLE 328) ADHESIVE(Al) 5/8"ANCHOR BOLT 0#5"O.C.FOR 1-3 5TORIE5 8D COMMON NAIL5 0 EACH END OF 11/#"X20 6A 5TRAP AT EACH 112"ANCHOR BOLT 0 30"O.C.FOR 1-3 5TORIE5 EACH 5TUD,FOR UPLIFT FORGE5 ON.k. STAMP AREA: DATE: 12/4/17 E 1.MIR 7"EMBEDMENT INTO CONCRETE (STUD TO FLOOR) QUARE WA5HER5 AND END WIT 5ETUP PROJECT �.. NUMBER:RFP2 60419 W/3"S 2.ANCHOR NOTED HEREIN ARE NOT TO BE 05Ev FOR DRAWING BY: P E K RIM JOIST OR REPLACED Bif HOLD DOWN`'FOR S4EARWALL5 REFER TO FOUNDATION 3.1-ANCHOR BOLT 15 TO BE LOCATED BETWEEN 6"MIN ANP ANCHOR MT To 12"MAX.FROM END5 OR CO?NM!5 vETAZL5 V16 5HEET. STRUCTURAL GONNEGTZONS FOR C H K BY: P E K a 3'- q' N.CONG.BLOCK To BE FACED SOLID CD ANCHOR WLT5. CONTINUOUS LOAD PATH DWG No: "' "AW ROOF PITCH 7:12 OR 69EATM CON51"ITUT155 AN AWITZONAL STORM TO RE525T WIND LOADS C UPLIFT, LATERAL OVERTURNING) M T�fPIGAL GALLE WALL CONNECTIONS e- . A-500.00 FOUNDATION ANCHOR DETAIL - NOTTo5GALE NOT TOSGALE CAD FILE N� N PLAN VIEW FP2 60419 N PROJECT ISSUE 12/4/17 y.1 Nallint: Schedule ONS No. REVISIONS IIrSIItion Date 1 TOI COMMENTS 1/14/16 Number of N umbe r of Joint D escripliGn Common Rails BGS€ Nails N aill Spacing ROOF FRAC INET - Re fter to Top Plate (Tcie-na it ed� (see Table 3.4A) (se a Table 3_&,A) pe r rafter Ce i i ng, )Gist to, Top Plate (Toe-n,a ifed f !see Tab'a 3.4 i (se Table 14A] pe r jc:int WE ng joist-to Parallel Rafte r (Face-na ilie d) f see Tab'a 3.96-A) (se a TabI a 3_9A) each I a p Ceiling JGist Laps over Partitions (Face-na iled) I see Table 3.9Ai (see Tele Mr7 I e 2ch IF.p Co11a r Tie to Rafter (Face-nailed) Isere Tab!e 3.6% (see Table 3_E) per tie Mocking to IRafter I[Tbe-nailed) 2- 8d 2-10d -each end' lei hoard to Rafter (End-nailed) 2-16d 3-16d Pac h end. k1hfALL ERM IN 12/4/2017 3:13:53 PM TGp Folate tG Top Plate (Face-nai led) 2-16d' 2-1Ed' pe r fcot Tip Plates et Intersections I Face-nailed) + -1d 5-16d at;i n; - achI � "IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A Stud tG Stud (Face-nailed) 2-16d 2-16d 24" c.c. LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM Head er t-D Head er (Face-na!led) 1.Eo 16d 116'1 o•c• Yong edges BEARING THE IS ALTERED, E ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE Tc o r E cttom Plateto Stud End-n�a ile �.e�em Tae 3.5A se a Table 3_5r� of s ud NOTATION "ALTERED BY" FOLLOWED HIS/HER p � r I � � � P� SIGNATURE AND THE DATE OF SUCH ALL TERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION S AND Bottom) Plate to F IGOT joist, B and joist, Endj ai5t 2-16d:" 2-16d'� per foot SPECIFICATIONS HEREIN ARE IIN ENDED FOR THE Grlocgn Fa re-�I��le da SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND PHILIPP E. KAMPF.THESE PLANS AND FLOOR FRAMU l" G SPECIFICATIONS WILL BE THE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ANYONE WITHOUT THE WRITTEN Joist to Sil Ir To p plate or IS!rd er IToe-n@i lied) 4-10d per ac:Isst AUTHORITY OF PHILIPP E. KAMPF. " Bridging toJ.aisit JTae-nailled) 2- 8d 2-10d eacf-g end Bloc king to Joist (Toe-mile da 2- Sd 2-10d Pach end F7i<)8tD Bloc king to Sill or Tip Plate ff ne-ne iled) 3-16d 4-16d ea ch blo[k ARCH ITE CTU R E & DESIGN Ledge r Strl p to Beam (Face-nailed) 3-16d 4L-1 Ed eac•• 5a!st PHILIPP E. KAMPF ,foist an Ledger to Beam ITS-nailed) 3- 8d 3-10d pier jccist. Band Joist to ,l list I End-na!le dl 3-16d 4-1 1.ad DAY SHORE, N.Y.per ac!s} 1 07 CENTER STREET 1 1706 PHONE: 631-943-1 OB 1 f. Ll �L EMAIL: PHIUPPKAMPF a@PKAD.NET Ban d Joist to Sll I or Top Plate (Toe-Haire d) 2-16d' 346d per foot ROOF SHEATKING Wood Structural Panels :9d 10d (see Table 3.10) Diagonal B Qa rd Sheathing 1"xE" Gr 1"x8" 2-8d 2-10d per supp ort 1"rx10" or wider 3-3d 3-10d per Supp Drt CEIEI N G SHEATH I NG Gypsum Wallboard 5d cool erg: 5d coolers 7" edge J 10" field WALL SH EATPU lid G Wood Stru ctu ral Panel s 8d 10d see Table 3.11) Structu ra I Fiberboard Panels 11.2" 11 ga_ g.alv_ roofing na it - 3" edge IV'' °field P.1120"N.1-1/2`'Ion rr x 7116" he a d) 25132." 11 ga_ Caf-%-_ roofing nail - 3" ed'z a 1 .6" fiel d (0.1 long x .3-18' h e2 dl GYPSUM W3,11L313ard 51d cod,ers 5d cDolers 7' edge / 10"' field PROJECT H.ardbDard 9d .3d �see Table 3.11.) PALMER RESIDENCE P articl ebna:d Pan els 9d .3d ase e m2 nL.-factu rer) Diagonal Bi3a rdi Sheathing 1"xE" or 1"X.E" 2-fid 2-10d per su pp-ort 1"x1,0"" or wider 3-8+d .3-10d per SU pp ort 2 05 D E E P H �E FLOORSWATHING RIVE MATTITU K, Woctd Structu ral Panels NY 11952 1" or I-ess 8d 10d 6" edge / 12" field. �:..,�., . .. greater than 1" 10d 16d 6' edge / 12 r geld D iagon.al B D,a rd Sheath inn 1"°xE" Gr 1Wso2-8d 2-10d p-er support NAILING SCHEDULE 1%1.0" or wider 3-3d 3-10d per su pp ort Nailing requirements are based on wa I sheathing nailed 6 inches on-cent,er at &ie panel -dge. Altemative rig it Ing sche ui es STAMP AREA: DATE: 12/4/1 be - f m ! s NUPROJECT MBER RFP2_604 9 use ti�.he r� �srr,al I she ath in,� nai I n is reduced. FirxC n�p�ler if .� Ir �. :��ti hir-�� i . r2 i.�d inches the p� n�e� �� tic DRAWING BY: PEK Obtain hio�-er shear t.e pac it`es., r-.a Hing r�e.ajirem encs for struictwal me mbe rs shal II he doubled, c: r alter, af'e cor.inectors &,a II h e CHK BY: PEK used. tI F mai ntn 6n the Ic a d path. _. DWG No: Lin as ��l shethink i� con :u�U� ��e�er ���:n�st d me be r j the t.a bU Iat-ed n uimb er a-f na ilc sh.a ll be pe rm itte� to be redlxed t� A-510.00 co 6 16d nai I ip er foo!C CAD FILE N r• -� FP2 0419 N '77 r dERAL NOTES: ALL FIREPLACES SHALL BE ZERO CLEARANCE U.L. RATED, UNLESS OTHERWISE SPECIFICALLY NOTED. NOTES: PROJECT ISSUE 10/23/17 _L WORK TO BE DONE IN ACCORDANCE WITH ALL APPLICABLE LOCAL AND STATE CODES. CONTRACTOR SHALL REFER TO MANUFACTURERS INSTRUCTIONS ON INSTALLATION AND MINIMUM REVISIONS CLEARANCE DIMENSIONS.ALL APPLICABLE NYS CODES REGARDING ZERO CLEARANCE FIREPLACES SHALL PLACEMENT OF FILL, INSTALLATION OF WALLS, DUMPING OF MATERIALS, EXCAVATING, ALTHOUGH THESE PLANS ARE DRAWN TO SCALE, NO DIMENSION IS TO BE SCALED. CONTRACTOR SHALL BE FOLLOWED ACCORDINGLY. MINING OR OTHER SIMILAR DISTURBANCE OF LAND REQUIRES A SITE PLAN. COMMENCEMENT No. Description Date NOTIFY ENGINEER PRIOR TO COMMENCEMENT OF WORK. OF ANY ACTION OF THE ABOVE WITHOUT APPROVAL IS PROHIBITED AND SUBJECT TO LEGAL ALL FLUES MUST BE SIZED FOR ALL APPLIANCES THAT ARE CONNECTED BY MAXIMUM RATED BTU OUTPUT ACTION. NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM THE OF TOTAL CONNECTED APPLIANCES. EXECUTION OF ALL WORK IN ACCORDANCE WITH ALL STATE AND OR LOCAL CODES.THE DRAWINGS ARE SITE PLAN TO BE PREPARED BY OTHERS AND SHALL INCLUDE THE FOLLOWING INFORMATION: INTENDED TO BE COMPLETE. SHOULD ANYTH ING BE OMITTED FROM THE DRAWINGS, NECESSARY TO THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND OTHER PRODUCT SUBMITTAL AS REQUIRED BY THE PROPER CONSTRUCTION OF THE WORK HEREIN DESCRIBED, IT SHALL BE THE DUTY OF THE CONTRACTOR LOCAL BUILDING DEPARTMENT. 1. ROOF DRAINAGE SHALL BE INSTALLED FOR 2: RAINFALL CAPACITY. TO NOTIFY THE ENGINEER, 2. ROOF DRAINAGE SHALL BE CONNECTED WITH 4" PVC SDR 35. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD.ANY DISCREPANCIES SHALL BE CONCRETE BLOCK: DRAINAGE SHALL BE (INSTALLED A MINIMUM OF 2'-0"ABOVE GROUNDWATER. REPORTED TO ENGINEER BEFORE PROCEEDIING. ALL CONCRETE BLOCK TO HAVE"DUR-O-WALL"REINFORCING EVERY THIRD COURSE. FILL TOP COURSE KEY TO RESIDENTIAL CODE OF NEW YORK STATE THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION AND SOLID. MORTAR MIX TO BE ONE PART PORTLAND CEMENT, ONE PART LIME PUTTY,AND SIX PARTS SAND,OR, ONE PART MASONRY CEMENT AND THREE PARTS SAND. SECTION 308 GLAZING FOR SEQUENCES AND PROCEDURES TO BE USED. R308.4 HAZARDOUS LOCATIONS.THE FOLLOWING SHALL BE CONSIDERED SPECIFIC ALL WORKMANSHIP AND MATERIALS SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER FILL TOP TWO COURSES SOLID. HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: COMPLETION BY THE CONTRACTOR.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THIS GUARANTEE. STAIRS, HANDRAILS AND GUARDS: R308.4(5)GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS,WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ALL MATERIALS SHALL BE NEW, UNLESS OTHERWISE SHOWN.ALL WORKMANSHIP SHALL BE FIRST CLASS. 1.ALL STAIR AND RAILINGS SHALL BE IN COMPLIANCE WITH SECTION R311 OF THE RESIDENTIAL BUILDING OF ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS NYS 2007. THAN 60" MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. ANY DEFECTIVE WORK AND DAMAGE RESULTING THEREFROM, SHALL BE REPAIRED AND/OR REPLACED AS 2. MINIMUM DEPTH FOR TREADS SHALL BE 9",WITH A MINIMUM NOSING OF 3/4",AND MAXIMUM NOSING OF 1 REQUIRED AT NO COST TO THE OWNER&AT THE EXPENSE OF THE CONTRACTOR. 1/4". THE GREATEST TREAD DEPTH SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 SECTION 309 GARAGES AND CARPORTS 3. MAXIMUM RISER HEIGHT SHALL BE 8 1/4". THE GREATEST RISER HEIGHT SHALL NOT EXCEED THE ALL WORK IS TO BE LEVEL, PLUMB,AND TRUE. SMALLEST BY MORE THAN 3/8". R309.1 OPENING PROTECTION 4.ALL HEADROOM CLEARANCES AT STAIRS SHALL NOT BE LESS THAN 6'-8"MEASURED VERTICALLY FROM OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING SHALL ALL WORK SHALL BE EXECUTED IN SUCH A MANOR AS TO PROTECT THE SAFETY OF WORKMAN AND THE THE SLOPED PLANE ADJOINING THE TREAD NOSING OR FROM THE FLOOR SURFACE OF THE LANDING OR NOT BE PERMITTED.(OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE PUBLIC, DURING CONSTRUCTION. PLATFORM. EQUIPPED WITH A 45 MIN. FIRE RATED DOOR ASSEMBLY WITH A SELF CLOSING DEVICE. 10/23/2017 9:40:27 AM ALL BARRIERS AND OTHER PRECAUTIONARY MEASURES SHALL BE ERECTED IN ACCORDANCE WITH THE SECTION R311.5 STAIRWAYS AUTHORITIES HAVING JURISDICTION OR AS REQUIRED FOR SAFETY DURING THE ENTIRE CONSTRUCTION R311.5.1 WIDTH DUCT .1 DUCT PENETRATION DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE OPERATION. STAIRWAYS SHALL NOT BE LESS THAN 36" IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE(0.48 IT ISA VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. HANDRAILS SHALL NOT PROJECT MORE MM)SHEET STEEL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. THE CONTRACTOR SHALL USE ADEQUATE NUMBERS OF SKILLED WORKMAN WHO ARE THOROUGHLY THAN 4.5 ON EITHER SIDE OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INCLUDING TREADS LICENSED ARCHITECT ENGINEER, TO ALTER IN ANY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND COMPLETELY FAMILIAR WITH THE AND LANDINGS, SHALL NOT BE LESS THAN 31.5"WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27" R309.2 SEPARATION REQUIRED WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM REQUIREMENTS AND METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK NOTED ON THE PLANS. WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY BEARING THE SEAL RI G ARCHITE T\ENGIN EER IS THE CONTRACTOR SHALL BOTH COORDINATE HIS ACTIVITIES WITH THE OWNER AND ENGINEER DURING HORIZONTAL OR VERTICAL SEPARATIONS CONFORMING TO SECTIONS R309.2.1 AND R309.2.2. ALTERED, THE ALTERING ARCHITECT\ENGINEER EXCEPTION SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE CONSTRUCTION. THE WIDTH OF SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE WITH SECTION R311.5.8. R309.2.1 VERTICAL SEPARATIONS NOTATION"ALTERED BY" FOLLOWED HIS/HER WHERE PARTITIONS ARE USED TO SEPARATE VERTICALLY AN ATTACHED GARAGE FORM A SIGNATURE AND THE DATE OF SUCH ALL TERATION, ANDA SPECIFIC DESCRIPTION OF THE ALTERATION FRAMING AND ROUGH CARPENTRY: SECTION R311.5.6 HANDRAILS DWELLING OR ITS ATTIC,THE PARTITION ASSEMBLY SHALL HAVE A 3/4"HOUR RESISTANCE MATERIAL FOR STRUCTURAL MEMBERS IS TO BE IDENTIFIED IN ACCORDANCE WITH R502.1. MATERIALS FOR RATING. THE DRAWING. ""THE PLANS AND SP LOAD BEARING STUDS, PLATES AND HEADERS ARE TO BE IDENTIFIED IN ACCORDANCE WITH R602.1. R311.5.6 HANDRAILS SPECIFICATIONS HEREIN ARE INTENDED FOR THE HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH STAIRWAY WITH TWO OR MORE RISERS. EXCEPTION SUBJECT PROJECT ONLY AS A RESULT OF HANDRAIL HEIGHT MEASURED ABOVE NOSINGS, SHALL NOT BE LESS THAN 34"AND NOT MORE THAN 38".ALL IN LIEU OF PROVIDING PARTITIONS THAT HAVE A 3/4 HOUR FIRE-RESISTANCE RATING, ONE CONTRACTUAL NEGOTIATIONS BETWEEN THE STRUCTURAL MEMBERS ARE NOT TO BE CUT, BORED OR NOTCHED IN EXCESS OF THE LIMITATIONS OWNER AND PHILIPP E.REQUIRED HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE OF THE STAIRS FROM A POINT LAYER OF 5/8"THICK TYPE W GYPSUM BOARD MAY BE INSTALLED ON THE GARAGE SIDE THE THESE PLANS AND SPECIFIED IN FIGURE . CUTS NOTCHE'S AND HOLES BORED IN ENGINEERED WOOD PRODUCTS ARE DIRECTLY ABOVE THE TOP RISER OF A FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE PARTITION AND (1)LAYER OF 1/2"THICK TYPE W GYPSUM BOARD MAY BE INSTALLED ON THE SPECIFICATIONS WILL BEE THE HE SUBJECT OF A NOT PERMITTED UNLESSSS TTHHE EFFECTS OF SUCH PENETRATIONS ARE IN ACCORDANCE WITH R502.8.2.AND FLIGHT. ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. OPPOSITE SIDE.APPLICATION SHALL BE IN ACCORDANCE WITH SECTION R702.3. COPYRIGHT PETITION AND MAY NOT BE REVISED OR AS PER ENGINEERED WOOD PRODUCTS MANUFACTURER RECOMMENDATIONS. STUD DRILLING AND HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1 1/2"BETWEEN THE WALL AND REUSED BY ANYONE WITHOUT THE WRITTEN AUTHORITY OF PHILIPP E. KAMPF. NOTCHING ARE ALSO TO COMPLY WITH R602.6. THE HANDRAIL. R309.2.2 HORIZONTAL SEPARATION " WHERE HORIZONTAL CONSTRUCTION IS USED TO SEPARATE THE GARAGE FROM THE PIPING PENETRATION THROUGH FIRE-RESISTANT RATED WALLS OR FLOOR ASSEMBLIES ARE TO COMPLY R311.5.6.3 HANDRAIL GRIP SIZE RESIDENCE OR IT'S ATTIC,SUCH CONSTRUCTION SHALL BE PROTECTED WITH (1)LAYER OF WITH R317.3. ALL REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE EQUIVALENT 5/8"THICK TYPE W GYPSUM BOARD INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS GRASPABILITY. OF SECTION 805.1. OPENINGS IN HORIZONTAL SEPARATIONS SHALL NOT BE PERMITTED F=� :�AD ALL LUMBER EXCEPT LAMINATED BEAMS SHALL BE K.D. DOUGLAS FIR, OR HEM FIR WITH THE FOLLOWING TYPE 1 EXCEPT WHERE THE RESIDENCE IS OTHERWISE PROTECTED BY VERTICAL SEPARATIONS. MINIMUM VALUES; Fb=975 PSI, Fv 75 PSI,AND E=1,600,000 PSI.WHERE FLUSH FRAMED METAL JOIST HANGERS HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1 1/4"AND WHERE THE HORIZONTAL SEPARATION IS A FLOOR-CEILING ASSEMBLY,THE STRUCTURE ARCHITECTURE Sc [DESIGN SHALL BE USED. UNLESS OTHERWISE SHOWN, PROVIDE METAL CONNECTORS AT ALL CONNECTIONS NOT GREATER THAN 2". IF THE HANDRAILS ARE NOT CIRCULAR IT SHALL HAVE A PERIMETER DIMENSION OF SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 5/8"THICK INCLUDING JOIST HANGERS AND POST CAPS. UNLESS OTHERWISE SHOWN, USE 2-2X12's OVER ALL BEARING AT LEAST 4"AND NOT GREATER THAN 6 1/4"WITH A MAXIMUM CROSS SECTION DIMENSION OF 2 1/411. TYPE W GYPSUM BOARD OR EQUIVALENT. PHILIPP E. KAMPF OPENINGS 6-0"OR MORE. TYPE 2 LAMINATED VENEER LUMBER SECTIONS SHALL HAVE THE FOLLOWING MINIMUM VALUES; HANDRAILS WITH A PERIMETER GREATER THAN 6 1/4"SHALL PROVIDE A GRASPABLE FINGER RECESS AREA SECTION R311.5 STAIRWAYS Fb=2800 PSI, FV=265 PSI,AND E=2,000,000 PSI. FOLLOW MANUFACTURES RECOMMENDATIONS FOR BEARING, ON BOTH SIDES OF THE PROFILE.THE FINGER RECESS SHALL BEGIN WITH A DISTANCE OF 3/4"MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF AT LEAST 5/16"WITHIN R311.5.1 WIDTH 1 AY CENTER STREET PHONE: b3IPPKAM1 F 7 BRACING,AND FASTENING REQUIREMENTS. 7/8"BELOW THE WIDEST PORTION OF THE PROFILE.THE REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST STAIRWAYS SHALL NOT BE LESS THAN 36" IN CLEAR WIDTH AT ALL POINTS ABOVE THE BAY SHORE, N.Y. i /706 EMAIL: PHILIPPKAM PF@PKA D.NET ALL WOOD IN CONTACT WITH MASONRY SHALL BE A.C.Q.TREATED. 318"TO A LEVEL THAT IS NOT LESS THAN 13/4" BELOW THE TALLEST PORTION OF THE PROFILE.THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. HANDRAILS MINIMUM WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALL BE 1 1/4"TO A MAXIMUM OF 2 3/4". EDGES SHALL NOT PROJECT MORE THAN 4.5"ON EITHER SIDE OF THE STAIRWAY AT AND BELOW THE SHAI I HAVF A MINIMI IM RADIUS OF 0.01". HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL NOT BE LESS THAN 31.5" ALL METAL CONNECTORS TO BE USED W/AC'.Q SHALL BE APPROVED FOR SUCH USE WOR IN A MANNER TO SECTION 312 GUARDS WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27"WHERE HANDRAILS ARE PROVIDED ALLOW CONNECTION. R312.1 GUARDS REQUIRED ON BOTH SIDES. PORCHES, BALCONIES,AND RAISED FLOOR SURFACES LOCATED MORE THAN 30"ABOVE THE FRAMING TO BE ERECTED PLUMB,TRUE,AND LEVEL AND TO BE FASTENED SECURELY. FLOOR OR GRADE SHALL HAVE GUARDS NOT LESS THAN 36"IN HEIGHT.OPEN SIDES OF STAIRS EXCEPTION WITH A TOTAL RISE OF MORE THAN 30"ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS THE WIDTH OF SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE WITH SECTION R314.5. ERECT STUDS IN TRUE ALIGNMENT TO TAKE. FINISH MATERIALS. NOT LESS THAN 34"IN HEIGHT MEASURED VERTICALLY FROM THE NOSING TO THE TREADS. SECTION R311.5.6 HANDRAILS FRAME OUT FOR HEATING, PLUMBING,AND ELECTRICAL AS REQUIRED. R312.2 GUARD OPENING LIMITATIONS ALL NAILS, STRAPS, BOLTS, RODS,JOIST HANGERS,AND OTHER FRAMING HARDWARE TO BE HOT DIPPED REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED FLOOR AREAS, BALCONIES AND R311.5.6 HANDRAILS GALVANIZED.OISTS AROUND ALL OPENINGS AND PARTITIONS AND UNDER PARALLEL JOISTS. PORCHES SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES THAT DO NOT ALLOW HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH STAIRWAY WITH TWO OR PASSAGE OF A SPHERE 4"OR MORE IN DIAMETER. MORE RISERS. HANDRAIL HEIGHT MEASURED ABOVE NOSINGS, SHALL NOT BE LESS THAN 34" UNLESS OTHERWISE SHOWN LOOSE LINTELS FOR OPENINGS UP TO 4 FEET SHALL BE ONE 4X3 1/2X 5/16 A36 AND NOT MORE THAN 38".ALL REQUIRED HANDRAILS SHALL BE CONTINUOUS THE FULL STEEL ANGLE FOR EACH 4"OF MASONRY. BEARING FOR EACH STEEL LINTEL SHALL BE 6"MIN,ON EACH SIDE. EXCEPTION LENGTH OF THE OF THE STAIRS FROM A POINT DIRECTLY ABOVE THE TOP RISER OF A FLIGHT THE TRIANGULAR OPENINGS FORMED BY THE RISER,TREAD AND BOTTOM RAIL OF A GUARD AT THE TO A POINT DIRECTLYABOVE THE LOWEST RISER OF THE FLIGHT. ENDS SHALL BE RETURNED ALL NAILING PATTERNS AND ATTACHMENT METHODS SHALL BE AS PER DETIALS INCLUDED IN THESE OPEN SIDE OF A STAIRWAY ARE PERMITTED TO BE OF SUCH SIZE THAT A SPHERE 6" IN DIAMETER OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A DOCUMENTS AND THE RESIDENTIAL CODE OF NYS.2007 CANNOT PASS THROUGH. WALL SHALL HAVE A SPACE OF NOT LESS THAN 1 1/2" BETWEEN THE WALL AND THE HANDRAIL. ALL REQUIREMENTS FOR ROOF COVERING SHALL BE IN COMPLIANCE WITH SECTION R905 OF THE RESIDENTIAL CODE OF NYS. ATTIC ACCESS R311.5.6.3 HANDRAIL GRIP SIZE ALL REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR PROVIDE BUILDER NOTES: ATTIC ACCESS EQUIVALENT GRASPABILITY. IN BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF CONSTRUCTION AN ATTIC ACCESS OPENING TYPE 1 ALL ITEMS AS PROVIDED BY CONTRACTOR SHALL BE IN CONFORMANCE WITH ALL APPLICABLE LOCAL AND SHALL BE PROVIDED TO ATTIC AREAS THAT EXCEED 30 SQUARE FEET AND HAVE VERTICAL HEIGHT HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT STATE CODES. 3COR GREATER.THE ROUGH FRAMED OPENING SHALL NOT BE LESS THAN 22" BY 30"AND SHALL LEAST 1 1/4"AND NOT GREATER THAN 2". IF THE HANDRAILS ARE NOT CIRCULAR IT SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION.A 30"MINIMUM HAVE A PERIMETER DIM2iro)aN OF AT LEAST 4"AND NOT GREATER THAN 6 1/4"WITH A GYPSUM WALLBOARD: UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE SHALL BE PROVIDED AT SOME POINT ABOVE THE MAXIMUM CROSS SECTION DIMENSION OF 2 1/4". ACCESS OPENING. SEE SECTION M1305.1.3 FOR ACCESS REQUIREMENTS WHERE MECHANICAL TYPE 2 GYPSUM WALLBOARD APPLICATION SHALL BE TAPE JOINT SYSTEM. GYPSUM BOARD TO BE 112"ON WALLS EQUIPMENT IS LOCATED IN ATTICS. HANDRAILS WITH A PERIMETER GREATER THAN 6 1/4"SHALL PROVIDE A GRASPABLE FINGER AND CEILING UNLESS OTHERWISE INDICATED. FINISH JOINTS,J-BEADS,NAILS AND SCREW DIMPLES, RECESS AREA ON BOTH SIDES OF THE PROFILE.THE FINGER RECESS SHALL BEGIN WITH A CORNERS,AND EDGES SHALL BE TAPED AND RECEIVE THREE COATS OF JOINT COMPOUND.ALLOW 24 HOURS SITE: DISTANCE OF 3/4" MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE PROFILE AND TO DRY BETWEEN COATS. FINAL COAT TO BE SANDED SMOOTH. METAL CORNER BEADS TO BE USED ON ALL ACHIEVE A DEPTH OF AT LEAST 5/16"WITHIN 7/8" BELOW THE WIDEST PORTION OF THE CORNERS AND AROUND ALL OPENINGS. PLACEMENT OF FILL, INSTALLATION OF WALLS, DUMPING OF MATERIALS, EXCAVATING, MINING OR PROFILE.THE REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 3/8"TO A LEVEL THAT IS NOT OTHER SIMILAR DISTURBANCE OF LAND REQUIRES A SITE PLAN. COMMENCEMENT OF ANY ACTION LESS THAN 13/4" BELOW THE TALLEST PORTION OF THE PROFILE. THE MINIMUM WIDTH OF71111111 _77777 n3 ALL WALLS AND CEILINGS OF GARAGES AND MECHANICAL ROOMS TO BE SHEETED WITH 5/8"TYPE X FIRE OF THE ABOVE WITHOUT APPROVAL IS PROHIBITED AND SUBJECT TO LEGAL ACTION. " " THE HANDRAIL ABOVE THE RECESS SHALL BE 1 1/4 TO A MAXIMUM OF 2 3/4 . EDGES SHALL PROJECT CODE SHEETROCK. HAVE A MINIMUM RADIUS OF 0.01". SfTE PLAN TO BE PREPARED BY OTHERS AND SHALL INCLUDE THE FOLLOWING INFORMATION: SHOWER AND TUB ENCLOSURES TO BE LINED WITH 1/2""WONDER BOARD".ALL OTHER BATHROOMS AND SECTION 312 GUARDS LAUNDRY ROOMS TO HAVE 1/2"WATER RESISTANT SHEETROCK. 1.ROOF DRAINAGE SHALL BE INSTALLED FOR 2: RAINFALL CAPACITY. R312.1 GUARDS REQUIFED PALMER RESIDENCE 2.ROOF DRAINAGE SHALL BE CONNECTED WITH 4"PVC SDR 35. PORCHES, BALCONIES,AND RAISED FLOOR SURFACES LOCATED MORE THAN 30"ABOVE THE WINDOWS AND DOORS: DRAINAGE SHALL BE INSTALLED A MINIMUM OF T-0"ABOVE GROUNDWATER. FLOOR OR GRADE SHAL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT, OPEN SIDES OF STAIRS WITH A TOTAL RDE OF MORE THAN 30"ABOVE THE FLOOR OR GRADE BELOW SHALL WINDOWS AND DOORS ARE TO BE TESTED BY AN APPROVED INDEPENDENT LABORATORY AND ARE TO BEAR A HAVE GUARDS NOT LES:THAN 34" IN HEIGHT MEASURED VERTICALLY FROM THE NOSING TO LABEL IDENTIFYING MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED INSPECTION GARAGES AND CARPORTS THE TREADS. AGENCY TO INDICATE COMPLIANCE WITH AAMA/NWWDA 101/ME S2 OR ASTM E330. THIS IS IN ACCORDANCE 2050 DEEP HOLE WITH R613.3. THE WINDOWS AND DOOR ANCHORAGE SYSTEM IS TO COMPLY WITH R613.5. GLAZING IN THE CPENING PROTECTION R312.2 GUARD OPEN INC-LIMRATIONS SLIDING DOOR IS TO PASS THE TEST REQUIREMENTS OF CSPC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I CPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING SHALL NOT BE REQUIRED GUARDS ON)PEN SIDES OF STAIRWAYS, RAISED FLOOR AREAS, BALCONIES AND OR II IN ACCORDANCE WITH R308.3. GLAZING PANES ARE TO BE IDENTIFIED IN ACCORDANCE WITH R308.1 AND PERMITTED.OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH PORCHES SHALL HAVE NTERMEDIATE RAILS OR ORNAMENTAL CLOSURES THAT DO NOT DRIVE MATT I T U CK, R308.1.1. A45 MIN. FIRE RATED DOOR ASSEMBLY WITH A SELF CLOSING DEVICE. ALLOW PASSAGE OF A;PHERE 4"OR MORE IN DIAMETER. ALL EMERGENCY ESCAPE AND RESCUE WINDOW OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF DUCT PENETRATION EXCEPTION NY 11952 5.7 SQUARE FEET, MINIMUM OPENING HEIGHT: 24", MINIMUM OPENING WIDTH 20",AND A MAXIMUM SILL HEIGHT DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE THE TRIANGULAR OPEIINGS FORMED BY THE RISER,TREAD AND BOTTOM RAIL OF A GUARD =44"A.F.F.,AS PER SECTION R310.1.1, R310.1.2, R310.1.3, R310.1.4 OF THE RESIDENTIAL CODE OF NEW YORK DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE(0.48 MM) AT THE OPEN SIDE OF A STAIRWAY ARE PERMITTED TO BE OF SUCH SIZE THAT A SPHERE 6" IN STATE. SHEET STEEL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. DIAMETER CANNOT PA)S THROUGH. PLYWOOD PROTECTION PANELS AS REQUIRED FOR PROTECTION OF WINDOWS FROM WIND BORNE DEBRIS, SEPARATION REQUIRED SECTION R807 ATTIC A"CESS TO BE PROVIDED WITH FASTENERS AND LABELS,AS PER SECTION R301.2.1.2 OF THE RESIDENTIAL CODE OF THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY HORIZONTAL NEW YORK STATE. OR VERTICAL SEPARATIONS CONFORMING TO SECTIONS R309.2.1 AND R309.2.2. R807.1 ATTIC ACCESS IN BUILDINGS WITH CO/IBUSTIBLE CEILING OR ROOF CONSTRUCTION AN ATTIC ACCESS SECTION 308 GLAZING VERTICAL SEPARATIONS OPENING SHALL BE PROVIDED TO ATTIC AREAS THAT EXCEED 30 SQUARE FEET AND HAVE WHERE PARTITIONS ARE USED TO SEPARATE VERTICALLY AN ATTACHED GARAGE FORM A VERTICAL HEIGHT 30"OR GREATER.THE ROUGH FRAMED OPENING SHALL NOT BE LESS THAN GENE RAL NOTES R308.4 HAZARDOUS LOCATIONS.THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS DWELLING OR ITS ATTIC,THE PARTITION ASSEMBLY SHALL HAVE A 3/4" HOUR RESISTANCE RATING. 22" BY 30"AND SHALL EE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION. FOR THE PURPOSE OF GLAZING: A 30" MINIMUM UNOBS RUCTED HEADROOM IN THE ATTIC SPACE SHALL BE PROVIDED AT EXCEPTION SOME POINT ABOVE THE ACCESS OPENING. SEE SECTION M1305.1.3 FOR ACCESS R308.4(5)GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS,WHIRLPOOLS, SAUNAS, STEAM ROOMS, IN LIEU OF PROVIDING PARTITIONS THAT HAVE A 3/4 HOUR FIRE-RESISTANCE RATING,ONE LAYER REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS LOCATED IN ATTICS. BATHTUBS AND SHOWERS. GLAZING IN ANY'PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS OF 5/8"THICK TYPE W GYPSUM BOARD MAY BE INSTALLED ON THE GARAGE SIDE THE PARTITION WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60"MEASURED VERTICALLY ABOVE ANY STANDING AND(1)LAYER OF 1/2"THICK TYPE'X'GYPSUM BOARD MAY BE INSTALLED ON THE OPPOSITE SIDE. OR WALKING SURFACE. APPLICATION SHALL BE IN ACCORDANCE WITH SECTION R702.3. STAMP AREA: DATE: 10/23/17 STEEL: HORIZONTAL SEPARATION PROJECT WHERE HORIZONTAL CONSTRUCTION IS USED TO SEPARATE THE GARAGE FROM THE RESIDENCE / `\ NUMBER: 60419DEC ALL STEEL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE AISC"SPECIFICATIONS FOR DESIGN, OR IT'S ATTIC,SUCH CONSTRUCTION SHALL BE PROTECTED WITH (1)LAYER OF 5/8"THICK TYPE'X' FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". STEEL SHALL CONFORM TO ASTM A-572 GYPSUM BOARD INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 805.1. DRAWING BY: PEK OPENINGS IN HORIZONTAL SEPARATIONS SHALL NOT BE PERMITTED EXCEPT WHERE THE (GRADE 50)AND A-501. RESIDENCE IS OTHERWISE PROTECTED BY VERTICAL SEPARATIONS.WHERE THE HORIZONTAL CHK BY: PEK Q ,. ;'i FIREPLACES AND FLUES: SEPARATION IS AFLOOR-CEILING ASSEMBLY,THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 5/8"THICK TYPE'X'GYPSUM BOARD OR DWG N0: 0 MULTIPLE FLUES ARE TO BE INSTALLED IN ACCORDANCE WITH R1001.10. CHIMNEY FLUES CONNECTED TO EQUIVALENT. MORE THAN ONE APPLIANCE ARE TO HAVE,A CROSS SECTIONAL AREA NOT LESS THAN THE AREA OF THE / ' A-600.00 LARGEST CONNECTOR PLUS 50%OF THE AREAS OF THE ADDITIONAL CHIMNEY CONNECTORS. o FURTHERMORE, FLUE CROSS SECTIONAL AREA IS TO COMPLY WITH R1001.11. CAD FILEN N 60419DEC � �' N O EXTERIOR AIR INTAKE IS TO COMPLY WITH R1005. TABLE M1506.3 MINIMUM REQUIRED EXHAUST RATES PROJECT ISSUE 10/23/17 TABLE P2605.1 PIPING SUPPORT FOR REVISIONS ELECTRICAL: 1.ELECTRICAL FIXTURES&COMPONENTS ARE TO BE LABELED IN ACCORDANCE WITH SECTION - - I1 WEtt1N E3303. INTERRUPTING RATING OF CIRCUIT PROTECTIONS IS TO COMPLY WITH SECTION E3304. PIPE MATERIAL MAXIMUM HORIZONTAL SPACING MAXIMUM VERTICAL SPACING GS No. Description Date AREAS TO BE VENTILATED VENTILATION RATES FOR EQUIPMENT WORKING SPACE AND CLEARANCE SEE SECTION E3305. ELECTRICAL CONDUCTOR MATERIAL,SIZE,INSULATION AND CONNECTIONS ARE TO COMPLY WITH SECTIONS KITCHENS 100 CFM INTERMITTENT E3306 AND E3307. CAST IRON SOIL PIPE 5' EXCEPT MAY BE 10'WHERE 10' BASE AND EACH STORY HEIGHT OR 2.ELECTRICAL SERVICE LOADS ARE TO COMPLY WITH CHAPTER 35. THE RATING OF LENGTHS OF (PIPE ARE BUT 25 CFM CONTINUOUS UNGROUNDED CONDUCTORS IS TO BE IN ACCORDANCE WITH SECTION E3502. SIZING OF CONDUCTORS IS TO BE IN ACCORDANCE WITH SECTION E3503. BRANCH CIRCUIT VOLTAGE BATHROOMS-TOILET ROOMS MECHANICAL EXHAUST LIMITATIONS AND CURRENT RATINGS ARE TO COMPLY WITH CHAPTER 36&38. THREADED STEEL PIPE a-0 AND UNDER 10'-0" 15'-0" 3.ELECTRICAL GROUNDING SYSTEM IS TO COMPLY WVITH SECTION E3508. CAPACITY 4,REQUIRED RECEPTACLE OUTLETS,GFI PROTECTIONS,LIGHTING OUTLETS ARE TO COMPLY 1"Q�AND OVER 12'-0" OF 50 CFM INTERMITTENT OR 20 WITH CHAPTER 38. SUBMIT DETAILS. ENCLOSED ELECTRICAL WIRING IS TO COMPLY WITH CFM CONTINUOUS TABLES E3804(1)THROUGH(10). 5.ELECTRICAL DEVICES AND LIGHTING FIXTURES ARE TO COMPLY WITH CHAPTER 39. TABLE P3111.3 SIDE OF COMBINATION WASTE AND VENTCOPPER TUBE 1 4"AND UNDER 6'-0" EACH STORY HEIGHT BUT 6.ELECTRICAL CONDUCTOR PENETRATIONS THROUGH BUILDING STRUCTURAL COMPONENTS AND 1 2"AND OVER 10'-0" NOT ARE TO COMPLY WITH SECTION E3302. GOPPER PIPET 7.THE CONTRACTOR SHALL PROVIDE ALL LABOR,MATERIALS,EQUIPMENT,AND APPLIANCES, MAXIMUM NUMBER OF FIXTURE AND PERFORM ALL OPERATIONS FOR THE WORK SHOWN ON THE DRAWINGS.THE LEAD PIPE CONTINUOUS SUPPORT 4'-0" INSTALLATION SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE,ALL UNITS d.f.0 TABLE E3902.1 .2 RECEPTACLE RATINGS REQUIREMENTS PER AUTHORITY HAVING JURISDICTION.THE CONTRACTOR SHALL OBTAIN AND 4'-0" FOR VARIOUS SIZE MULTI OUTLET PAY FOR ANY PERMITS REQUIRED FOR THE INSULATION OF THE SPECIFIED WORK AND WORK Connecting to a PLASTIC PARALLEL EACH STORY HEIGHT AND PIPING CIRCUITS REQUIRED BY OTHER CONTRACTORS.ALL ELECTRICAL EQUIPMENT SHALL BE U/L APPROVED. CoWATER SHALL 8.THE ELECTRICAL CONTRACTOR SHALL PROVIDE LOCATIONS OF RECEPTACLES,SWITCHES, horizontal Lnnecting to a DISTRIBUTION HAVE A MIDSTORY GUIDE CIRCUIT RATING (AMPERES) RECEPTACLE RATING (AMPERES) SWITCH OPERATED RECEPTACLES AND LIGHTING LOCATIONS AS REQUIRED FOR PERMITTING AND SCOPE OF WORK DIAMETER branch building drain or 9.THE ELECTRICAL CONTRACTOR SHALL FURNISH THE OWNER WITH A CERTIFICATE OF t 4'-0" EACH STORY HEIGHT AND PIPING 15 15 INSPECTION ATTESTING THAT ALL ELECTRICAL WORK HAS BEEN INSPECTED AND IS IN PIPE inches or stack buildin subdrain SHALL PLASTIC PIPE (DWV) ' COMPLIANCE WITH THE NATIONAL ELECTRIC CODE(LATEST EDITION). HAVE A MIDSTORY GUIDE 4 PLASTIC PIPE AND TUBE20 15 OR 20 MECHANICAL: , 3'-0" EACH STORY HEIGHT AND PIPING IDENTIFIED IN ACCCORDANICE WITHIN1.HVAC IS TO COMPLY WTH 11101.3.3HEAQ 01 3.3HEASTING AND COOLING EQUIPMENT IN1 10 . EUIPMENT AND MATERIALS ARE TSS TO BE 21/2 6 26 RIGID COLD-WATER SHAVE A MIDSTORY GUIDE HALL 30 30 DESIGNED IN ACCORDANCE WITH M1401.3 DUCT SYSTEM FOR HVAC IS TO BE FABRICATED IN i 32.. ACCORDANCE TO BE N ACCORDANCE WITH TABLE 1 DAN OFALUMINUM AND GALVANIZED SHEET 3 1 31 PLASTICPIPE AND TUBE, TORY HEIGHT AND PIPING 40 40 OR 50 10/23/2017 : 0:28 AM HOT-& COLD WATER SHALL EXISTING CONDITION NOTES: 4 20 50 FLEXIBLEVE-A--MIDST9Ra'-G,IDE 50 50 1.CONTRACTOR TO PROVIDE VERIFICATION OF ALL DIMENSIONS,METHODS AND MATERIALS OF FOR SI: 1 inch=25.4mm, 1 foot=304.8 mm IT IS A VIOLATION OF THE LAW FOR ANY PERSON, - UNLESS ACTING UNDER THE DIRECTION OF A EXISTING CONSTRUCTION&MECHANICAUELECTRICAL SYSTEMS. 2.THESE DOCUMENTS ARE INTENDED TO REPRESENT A SPACE PLAN OF THE EXISTING EN ARCHITECT ENGINEER,TO ALTER IN ANY CONDITIONS ONLY. NO OTHER CONDITIONS ARE IMPLIED OR INTENDED. BEARING THE SEAL OF AN ARCHITECT/ENGINEER IS 3.CONTRACTOR TO FIELD VERIFY LOCATION AND CONDITION OF ANY BEARING WALLS, IWAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM COLUMNS CT OTHER REQUIRED SHORING. CONTRACTOR TO NOTIFY ARCHITECT(IN WRITING)DEFICIENCIES. ALTERED,THE ALTERING ARCHITECT),ENGINEER OF ANY DISCREPANCIES U SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE 4.CONTRACTOR SHALL REVIEW ALL HVAC,DOMESTIC AND SERVICE PIPING,ELECTRICAL NOTATION"ALTERED BY"FOLLOWED BY HIS/HER CIRCUITING,SECURITY ETC.,PRIOR TO SUBMISSION OF PRICING. 5.CONTRACTOR SHALL REVIEW ALL PROPOSED MECHANICAUELECTRICAL CHANGES AND ANDA SPECIFIC DESCRIPTION OF THE ALTERATION UPGRADING WITH THE OWNER PRIOR TO START OF WORK. ADVISE THE OWNER OF ANY SIGNATURE AND HE DATE OF SUCH ALTERATION, REQUIRED WORK SEQUENCING/SHUT DOWN IN WRITING PRIOR TO START. ON THE DRAWING. ""THE PLANS AND SPECIFICATIONS HEREIN ARE INTENDED FOR THE PLUMBING: SUBJECT PROJECT ONLY AS A RESULT OF 1.SERVICE WATER FOR HEATER AND GAS BOILER ARE TO COMPLY WITH SECTION N1104. WATER-HEATING EQUIPMENT PERFORMANCE IS TO COMPLY WITH TABLE N1104.2. THE TABLE P2904.4 WATER SERVICE PIPE CONTRACTUAL NEGOTIATIONS BETWEEN THE HEATING BOILER AND WATER HEATER ARE TO COMPLY WITH CHAPTER 20. SEE ALSO SECTION G2408(305)FOR CLEARANCE REDUCTIONS SEE SECTION G2409(308). IN ADDITION THE BOILER OWNERAND PHILIPP E. KAMPF.THESE PLANS AND IS 40 COMPLY WITH SECTION REDUCTIONS TION STANDARD TABLE P2904.5 WATER DISTRIBUTION PIPE SPECIFICATIONS WILL BE THE SUBJECT OF A 2.FUEL GAS PIPING SYSTEM MATERIALS,COMPONENTS, FABRICATION,ASSEMBLY, MATERIAL N LLlI COPYRIGHT PETITION AND MAY NOT BE REVISED OR INSTALLATION TESTING METHODS,OPERATION AND MAINTENANCE SHALL BE IN ACCORDANCE REUSED BY ANYONE WITHOUT THE WRITTEN WITH SECTION G2401 (101)G2417(407). GAS PIPING IS TO BE DESIGNED IN ACCORDANCE WITH Acryl art i tri I e butad i ene styrene (ABS) p I asti c pipe ASTM D 1527, ASTM D 2282 MATERIAL STANDARD AUTHORITY OF PHILIPP E. IG4MPF. " SECTION G2412(402)PIPING MATERIALS ARE TO COMPLY WITH SECTION G2413(403) pipe STRUCTURAL MEMBERS ARE NOT TO BE WEAKENEDAsbestos-cement pip IBY INSTALLATION OF GAS PIPING IN ASTM ❑" 296 Brass pipe ASTM B 43 ACCORDANCE WITH SECTION G2405(302). PIPING INSTALLATION IS TO COMPLY WITH G2414 ASTM B 43 3.GAS EUSEDEPTABLONACCORDANCE WITH DINGCONDUCTORFORE ELECTRON IC 5(DC Brass pipe Chlorinated polyvinyl chloride (CPVC) plastic pipe and tubing ASTM D 2846; ASTM F 441; ASTM F 442; CSA 3.GAS PIPING IS NOT TO BE USED AS A GROUNDING CONDUCTOR FOR ELECTRIC AND CONTROL F' 4.GAS PIPING IS TO BE TESTED FOR LEAKS IN ACCORDANCE WITH G2414.16(404.16). REFER TO Chlorinated polyvinyl chloride (CPVC) plastic pipe ASTM D 2846; ASTM F 441; ASTM F 442; CSA B137.6 ARCHITECTURE �E 5 I G N SECTION G24169(406)FOR ADDITIONAL NOTES OF COMPLIANCE. B137.6 13'7.6 � GAS SHUTOFF VALVES ARE TO BE PROVIDED IN ACCORDANCE WITH SECTIONS G2419(409)AND Copper or copper-alloy pipe ASTM B 42; ASTM B 302 G2421 (411). Copper or capper-allay pipe ASTM B 42; ASTM B 302 I ��ll` L�! ��/ �+ { /� p 5.WATER AND DRAINAGE PLUMBING IS TO BE INSTALLED IN ACCORDANCE WITH SECTION t�j �1 ��/ /� ❑ 4 ❑ 30 ASTM p ^y (�J� Copper or copper-alloy tubing (Type K V Y f� L Y 5F L M or 1'Y M) ASTM B 75; ASTM p 88; ASTM B 251 ; ASTM L] PHILIPP E. KAMPF P26E3. WOOD FRAME DRILLING SI AIL DAMAGE AND CORROSION ISSTO BE N ACCORDANCE Copper or copper-alloy l l a tubing T e K, Y y K, L, Y Y L, M or w 5I M) ASTM B 75; ASTM B 88; ASTM B 251; ASTM`E B p p � yp � j l f f l� f f DANCE WITH P2603.2. PIPE PROTECTION AGAINST PHYSICAL p p p p y �(Type WITH P2603.2.1 AND P2603.3 RESPECTIVELY. REFER TO P2603.4 AND P2603.5 FOR PIPES IN FIRE- 447 447 RATED ASSEMBLIES AND FOR PIPES THROUGH FOOTINGS OR FOUNDATION WALLS �O7 CENTER STREET PHONE: 631-943-1081 RESPECTIVELY. PIPEAND FOR THROUGH F FOUNDATION ON WALLSFOUND ARE IO TO RE SLEEVED WIH , Cross-linked polyethylene (PEX) plastic tubing ASTM F 877; CSA 8137.5 BAY SHORE, N.Y. 1 1 706 EMAIL: PHILIPP KAMPFQPKAD.N ET A SLEEVE TWO PIPE SIZES GREATER THAN THE PIPE PASSING THROUGH,IN ACCORDANCE Cross-linked polyethylene/aluminum/crass-linked ASTM F 1281; CSA B137.10 WITH P2603.5. Cross-linked polyethylene/aluminum/cross-linked ASTM F 1281; CSA-8137.10 6.PIPE SUPPORTS ARE TO COMPLY WITH SECTION P2605. TABLE P2605.1 APPLIES EXCEPT polyethylene (PEX-AL-PEX) pipe ,n� LEAD PIPE IS NOT TO BE USED. PIPE MATERIALS ARE TO COMPLY WITH SECTION P2608. polyethylene (P E -i-LL-P EX pipe 7.PRESSURE RELIEF DEVICES FOR WATER HEATER ARE TO BE PROVIDED AND ARE TO COMPLY Cross-linked polyethylene/aluminum/high-density ASTM F 1986 WITH SECTION P2803. polyethylene (PEX-AL-HDPE} Crass-linked polyethylene/aluminum/high-density ASTM F 1986 8.FIXTURE TRAPS ARE TO COMPLY WITH SECTION P3201.ASDAD 9.ALL WORK SHALL MEET OR EXCEED THE LATEST REQUIREMENTS OF ALL NATIONAL,STATE, p p (` polyethylene (PEX-AL-HDPE) COUNTY,MUNICIPAL AND OTHER AUTHORITIES WHO HAVE JURISDICTION. Cross-linked polyethylene (PEX) plastic tubing ASTM F 876; ASTM F 877; SA B137.5 10.ALL REQUIRED PERMITS AND INSPECTION CERTIFICATES SHALL BE OBTAINED,PAID FOR, AWWA Galvanized Steel pipe ASTM A 53 AND FURNISHED TO THE OWNER AT THE COMPLETION OF THE PROJECT BY THE CONTRACTOR. Ductile Iran water pipe C151; AWWAC115 pipe ASTM A 53 Polyethylene/aluminum/polyethylene (PE-AL-PE) composite ASTM F 1282 Galvanized steelp p Polyethylene/aluminum/polyethylene (PE-AL-PE) pipe ASTM F 1282; CSA B137.9M pipe Polyethylene (PE) plastic pipe ASTM D 2104; ASTM D 2239; CSA-8137.1 Polypropylene (PP) plastic pipe or tubing ASTM F 2389; CSA 8137.11 PolyethyleneyPE plastic Lubin ASTM D 2737; CSA 8137.1 Stainless steel (Type 304/304L) pipe ASTM A 312; ASTM A 778 ) p g Stainless steel (Type 316/316L) pipe ASTM A 312; ASTM A 778 Polypropylene (PP) plastic pipe or tubing ASTM F 2389; CSA 8137.11 Polyvinyl chloride (PVC) plastic pipe ASTM D 1785; ASTM D 22.41; ASTM D 2672; CSA B137.3 Stainless steel (Type 304/304L) pipe ASTM A 312; ASTM A 778 Stainless steel (Type 316/316L) pipe ASTM A 312; ASTM A 778 PROJECT TABLE P3002.1(1) ABOVE-GROUND DRAINAGE AND VENT PIPE TABLE P2904.6 PIPE FITTINGS MATERIAL STANDARD PALMER RESIDENCE MATERIAL STANDARD Acrylonitrile butadiene styrene ABS plastic pipe STM D 2661 ; ASTM F 628• CSA 8181. 1 Acrylonitrile butadiene styrene (ABS) plastic ASTM D 2468 Brass pipe ASTM B 43 Brass ASTM F1974 Cast-iron pipe ASTM A 74; C]SPI 301 ; ASTM A 888 1 2050 DEEP HOLE Cast-iron ASME B16.4; ASME B16.12 Coextruded composite ABS DWV Schedule 40 IPS STM F 1488 Chlorinated polyvinyl chloride (CPVC) plastic ASTM F 437; ASTM F 438; ASTM F X39; CSA pipe solid DRIVE MATTITUCK, 8137.6 CoeXtruded composite ABS DWV Schedule 40 IPS ASTM F 1488 NY 11952 Copper or copper alloy ASME B16. 15; ASME B16. 18; ASME B16.22; pipe cellular core ASME B16.23; ASME B16.26; ASME B16.29 CoeXtruded composite PVC DWV Schedule 40 IPS ASTM F 1488 07 Cross-linked polyethylene/aluminum/high-density ASTM F 1986 pipe solid polyethylene (PEX-AL-HDPE) CoeXtruded composite PVC DWV Schedule 40 IPS ASTM F 1488; ASTM F 891 Fittings for cross-linked polyethylene (REX) plastic tubing ASTM F 877; ASTM F 1807; ASTM F 1960; pipe cellular core ASTM F 2080; ASTM F 2159; CSA 8137.5 CoeXtruded composite PVC IPS-DIS, PS140, PS200 STM F 1488 MECH/ELECT. Gray iron and ductile iron AWWA 0110; AWWA 0153 DWV Malleable iron ASME B16.3 Copper or copper-alloy pipe ASTM B 42• .45TM B 302. Copper or copper-alloy tubing (Type K, L, M or DWV) STM B 75; ASTM B 88; ASTM B 251 ; ASTM 8 Polyethylene (PE) plastic ASTM D 2609; CSA B137. 1 306 , Polypropylene (PP) plastic pipe or tubing ASTM F 2389; CSA B137. 11 Galvanized steel pipe STM A 53 STAMP AREA: DATE: 10/23/17 PROJEC Polyvinyl chloride (PVC) plastic ASTM D 2464; ASTM D 2466; ASTM D 24617; polyolefin pipe CSA B181.3 NUMBER: 60419DEC CSA B137.2 Polyvinyl chloride (PVC} plastic pipe (Type DWV) STM D 266; ASTM D 2949; CSA B181 .2; -� ` DRAWING BY : PEK Stainless steel (Type 304/304L) pipe ASTM A 312; ASTM A 778 ASTM F 1485 ': . '1 CHK BY: PEK Q Stainless steel (Type 316/316L) pipe ASTM A 312; ASTM A 778 Stainless steel drainage systems, Types 304 and SME A1123.1 °_ ''; DWG No: 0 Steel ASME B16.9; ASME B16.11 ; ASME B16.28 316E B16.11 ; MEP-1 CAD FILE Nc� N 60419DEC co 0 PROJECT ISSUE 12/4/17 SCOPE OF WORK: A-100.00 ` REVISIONS DEMOLITION: 101 T � � C � No. Description Date REMOVE EXISTING FOUNDATION, SLABS AND FOOTINGS IN THEIR ENTIRETY. REMOVE ALL EXISTING ENTRY F DECK MODIFICATION 11/2/18 STEPS AND FOOTINGS. LCUT BACK ALL SITE ITEMS A MIN. OF 5'-0" AROUND THE PERIMETER OF THE EXISTING FOUNDATION. ITEMS TO INCLUDE BUT NOT BE LIMITED TO PAVERS, CONCRETE WALKS, LANDSCAPING, FLOWER BEDS ETC. INGROUND SPRINKLER SYSTEMS, FENCES. ITEMS THAT CAN BE SAVED FOR OWNER REINSTALL SUCH AS FENCES AND PAVERS SHALL BE REMOVED AND STORED ON SITE. CONSTRUCTION: PROVIDE NEW 3500 PSI P.C. FOUNDATION ALONG WITH ALL GRADE BEAMS, PILE CAPS AND FOOTINGS. PROVIDE FOOTINGS FOR ALL REQUIRED STEPS AND LANDINGS FOR ENTRANCES AS WELL AS MECH/ELECT. PLATFORMS. PROVIDE COMPACTED SUBGRADE AS REUIRED TO PROVIDE FOR GRADE AND SLAB HEIGHTS SHOWN IN SECTIONS. PROVIDE RECESS AT FOOTINGSIFOUNDATION WALLS AS REQUIRED AT ALL GARAGE DOORS AND ENTRY DOORS TO GRADE. PROVIDE EXTERIOR GRADE DOOR/HATCH MIN 3'-0" WIDE FOR CRAWL SPACE ACCESS LOCATED AS PER PLAN. t PROVIDE FEMA COMPLIANT FLOOD VENTS AS SHOWN AND SPECIFIED ON PLANS. PROVIDE HELICAL PILES AS SPECIFIED ` I PROVIDE 6" REINFORCED 3500 PSI AIR ENTRAINED P.C. SLAB AT ALL GARAGES AND 4" REINFORCED 3500 PSI AIR ENTRAINED P.C. SLAB IN ALL OTHER AREAS. PROVE 4 MIL VAPOR BARRIER UNDER ALL NEW P.C. SLABS. PATCH ALL DRIVEWAYS AND WALKWAYS DEMAGED DURING CONSTRUCTION. M�1 �± ' °'`"' r .,. , ti :•1 IF ENTRANCE STAIR LOCATIONS EXCHANGE FROM EXISTING PROVIDE WALKWAY FROM NEW LOCATION TO CONNECT TO EXISTING DRIVEWAYS/WALKWAYS. SLAB DISCONNECT SCOPE OF WORK PARTIAL SLAB DISCONNECT AREA UNDER EXISTING KITCHEN: j M • WALLS: • 1. SEPARATE EXISTING WALL FRAMING FROM EXISTING FOUNDATION. # 11/2/2018 8:08:10 AM • 2. PROVIDE NEW FRAMING AND STRAPPING PER SECTION DETAILS ON ALL SHEETS. • 3. PROVIDE WALL CONSTRUCTION AND INSULATION PER DETAIL 'D" SHEET A-330.00. ' " IT IS A VIOLATION OF THE LAW FOR ANY PERSON, • 4. R-15 BATT INSULATION AT ALL WALLS. ' UNLESS ACTING UNDER THE DIRECTION OF A • 5. PROVIDE NEW DOUBLE 2"x4" SILL PLATE DRILLED FOR NEW ANCHOR BOLTS. -' & LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY 6. PROVIDE STRAPPING AS PER PLATE TO STUD WINDO LOAD DETAIL SHEET A-500.00 AT SEAM BETWEEN NEW AND EXISTING WALL FRAMING. WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM • BEARING THE SEAL OF AN ARCHITECT/ENGINEER IS • 7. PROVIDE BUILDERS GRADE BASE MOULDING. ALTERED,THE ALTERING ARCHITECT\ENGINEER • r�'1 SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE 8. PRIME AND REPAINT WALLS. �•3 '` NOTATION"ALTERED BY"FOLLOWED BY HIS/HER • FLOORS: REMOVE STEP r y SIGNATURE AND THE DATE OF SUCH ALTERATION, • 1. PROVIDE NEW FLOOR CiONSTRUCTION AND INSULATION PER DETAIL 'D"SHEET A-330.00. AND A SPECIFIC DESCRIPTION OF THE ALTERATION • 2. PROVIDE R-19 BATT INSULA TION AT ALL FLOORS . ON THE DRAWING. ""THE PLANS AND • 3. PROVIDE BUILDER'S GRADE FLOOR FINISHES AT SLAB DISCONNECT. SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A RESULT OF • MECH: REMOVE EXISTING DECK CONTRACTUAL NEGOTIATIONS BETWEEN THE • 1. DETACH AND RESET ALL RADIATORS AND BASEBOARD HEATING AS REQUIRED. REPLACE AS NEEDED. OWNER AND PHILIPP E. KAMPF. THESE PLANS AND • 2. DETACH AND RESET ALL BOILERS, HOT WATER HEATERS, AIR HANDLERS, FURNACES ETC. SPECIFICATIONS WILL BE THE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR • ELECTRICAL: REUSED BY ANYONE WITHOUT THE WRITTEN • .• v J� �r 1. REWIRE ALL OUTLETS EFFECTED BY SLAB DISCONNECT. AUTHORITY OF PHILIPPE. KAMPF. KITCHENS:1. DETACH AND RESET ALL BASE CABINETS, COUNTERS, SINKS , APPLIANCES, ETC.BATHROOMS: • 1. DETACH AND RESET ALL TOILETS, SINKS AND VANITYS. TUBS AND SHOWER BASES WILL BE REPLACED IN WITH BUILDERS GRADE FIXTURES AS SPECIFIED IN NYS RISING MODEL HOME COMPONENT SPECIFICATIONS. A R C H ITE CTU R E Sc [DESIGN • DOORS: .. _ _ ....... .. ,. �� f • 1. DETACH EXISTING DOORS AND INSTALL NEW BUILDERS GRADE DOORS AND HARDWARE. 3... REMOVE EXISTING RAMP' - PHILIPP E. KAMPF "4Ig_.. 'y< `v.�•.^' <_.. 107 CENTER STREET PHONE: 631-943-1❑ SCOPE OF WORK: A-110.00 ! y B 1 BAY SHORE, N.Y. 1 1706 EMAIL: PHILIPPKAMPF@PKAD.NET F v i REFER TO NOTES AND DETAILS FOR ALL INFORMATION ON HELICAL PILE SPECIFICATIONS AS WELL AS REQUIRED BEARING AND TORQUE CAPACITIES. ' ` •�° " ' : REFER TO SECTION FOR ALL HEIGHTS AND CLEARANCES. w • '�'' REMOVE EXISTING BRICK SCOPE OF WORK: A-200.00 PATIO r ry PROVIDE VERTICAL PLATFORM LIFT IN GARAGE •.....f '' PROVIDE WOOD STEPS AND LANDING IN GARAGE REFER TO SLAB DISCONNECT SCOPE OF WORK ABOVE. FOR SLAB DISCONNECT IN! KITCHEN ALL STEPS, RAILINGS AND LANDINGS SHOWN SHALL BE ACQ. WITH HOT DIPPED GALV. FASTENERS. ; EXISTING 1 STOR / IF THE INTERIOR STAIR CASE CANNOT BE REUSED THE CONTRACTOR MUST PROVIDE NEW. FRAME RESIDENCE TO A CONDENSING UNIT PLATFORM WILL BE REQUIRED BE RAISED f AN ELECTRICAL SERVICE PLATFORM WITH STAIRS WILL BE REQUIRED PATCH ALL CRACKS TO FINISHES CREATED DURING THE ELEVATION PROJECT. FINISHES SUCH AS TILE, PAINT, GYP. BD. FLOORING ETC. `REMOVE EXISTING AS PER CODE PROVIDE ALL SMOKE DETECTORS, CARBON MONOXIDE AND HEAT DETECTORS AS SHOWN AND SPECIFIED ON PLANS. ' OUTDOOR SHOWER PROVIDE CODE COMPLIANT ACQ STEPS RAILINGS AND LANDINGS PER PLANS 1 � ACQ LANDING AND STEPS REMOVE EXISTING MASONRY CHIMNEY AS INDICATED ON PLANS DETACH AND RESET BOILER, AND HOT WATER HEATER DETACH AND RESET CONDENSING UNIT ON NEW ACQ PLATFORM ;] � f y} 8 INSTALL NEW BACK FLOW PRE EVENTOR ON EXISTING WASTE LIN ; �— PROPOSED MECH. ROOM ADDITION j`''' W f '` ' EXISTING ELECTRICAL PANEL TO BE RAISED WITH HOUSE. I c� / 1? SCOPE OF WORK: A-250.00 D REMOVE EXISTING STEP If • (A.) NOV - 8 2018 SCOPE OF WORK: A-320.00 .� � PROVIDE PLATFORMrUM FOR CONDENSING .�,4 TOWN O SO }�.� REFER TO SLAB DISCONNECT DETAIL FOR CONNECTIONS AT NEW FLOOR SYSTEM. REFER TO SLAB DISCONNECT SCOPE OF WORK ABOVE FOR ADDITIONAL UNIT % {, '' INFORMATION. {.... I - - -. ... ... .. . ..._.. . .... ....�._. +;� PROJECT SCOPE OF WORK: A-330.00 ALL DETAILS SHOWN MAY NOT BE APPLICABLE TO THIS PROJECT. >� � ���""` � '=' PALMER RESIDENCE SCOPE OF WORK: A-400.00 REMOVE AND REPLACE SHEATHING, FLASHING, SIDING AND VENT BOOTS AS REQUIRED. REMOVE AND REPLACE GUTTER LEADERS TO EXTEND AS REQUIRED. j 2050 DEEP HOLE PROVIDE FINISHED GRADING WITH TOP SOIL AND GRASS SEED. ` DRIVE MATTITUCK SCOPE OF WORK: A-500.00 ALL DETAILS SHOWN MAY NOT BE APPLICABLE TO THIS PROJECT. ~ NY 11952 SCOPE OF WORK: MEP-1 -- ALL NEW/REPLACED MECH/ELECTRICAL SHALL ADHERE TO THE NYS RESIDENTIAL CODE. TABLES AND NOTES HAVE BEEN ADDED FOR YOUR CONVENIENCE t COVER f , 1 STAMP AREA: DATE: 12/4/17 TABLE R301.2(1) ..��• ,.. `� � ,>�,, , �,► �`- ' ;"* �-���._ ���.� PROJECT CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ��., x• �t !"i ,;�. ¢o, \ NUMBER RFP2 60419 DRAWING BY: PEK WIND SUBJECT TO DAMAGE FROM: WINTER ICE SHIELD ='' '� +,G GROUND SEISMIC FLOOD AIR ; < ' ^# ° CHK BY: PEK Q SNOW DESIGN FROST LINE DESIGN UNDERLAYMENT HAZARDS FREEZING `��✓ �`'� L ' WEATHERING TERMITE DECAY x` I 6 O LOAD SPEED (MPH) CATEGORY DEPTH TEMP. REQUIRED INDEX LOT PLAN _ � � a \ �� �o DWG No: 20 110 C SEVERE 3'-0" MODERATE- SLco IGHT- 7° YES PER CODE PER CODE .� — _ ._._, _.. _ __..w__'„'»°. �:� �':� .. am::. � (; •:y, i-��1� `� 5��� �C00 , '� O HEAVY MODERATE OFFICIAL OFFICIAL "` - _-- ., "+':' _ < '. 'r (� S - -� coo E _�.. - _ , ..� . :._ < A-001 .00 CAD FILE N a FP2 60419 /60J PROJECT ISSUE 12/4/17 FLOOD VENT NOTES: .•y.. 4`+ r , � �, � .. REVISIONS R324.2.2 Enclosed area below design flood elevation.Enclosed areas,including crawl spaces,that are below the design L c riser Irl f t flood elevation shall: r„ �+ No. Description Date 1.Be used solely for parking of vehicles,building access or storage. Anchor Bo� EA 6S Ui ale 1,116I ,16'r 20 I r, OC 1 DECK MODIFICATION 11/2/18 2.Be provided with flood openings that meet the following kriteria: 2.1.There shall be a minimum of two openings on different sides of each enclosed area;if a building has more than one overs zed hale} enclosed area below the design flood elevation,each area shall have openings on exterior walls. 2.2.The total net area of all openings shall be at least 1 square inch(645 mm2)for each square foot(0.093 m2)of enclosed area,or the openings shall be designed and the construction documents shall include a statement that the design and 1/81n f!8IB thick ffB, was sS her (L"''qu(,e d installation will provide for equalization of hydrostatic flood forces on exterior walls by allowing for the automatic entry and exit of floodwaters. 2.3.The bottom of each opening shall be 1 foot(305 mm)or less above the adjacent ground level. 2.4.Openings shall be at least 3 inches(76 mm)in diameter. ANCHOR BOLT SPECIFICATION CONNECTOR COMPATABILITY NOTES: 2.5.Any louvers,screens or other opening covers shall allow the automatic flow of floodwaters into and out of the enclosed 4 1/411 - 1'-01' area. 2.6.Openings installed in doors and windows,that meet requirements 2.1 through 2.5,are acceptable;however,doors and windows without installed openings do not meet the requirements of this section. HC1T :1,1P:-'EI' -: L-,,1ANILEI" C-IDN��IEt70.__-J, `dlJT�a, ':SA�:HEI �:, FAS., Ir r;;Li.11,1"�14a Illi I��I:�T LIQ, ITE :I T�) NAILS, r,' <•r'' t ,/,1{• A r.`: r' {- APE 1 ti 5 „ 5 r, �, � NAI S, ,��r�E►f.�, L���'a �� E-OLP rPE RE(,L.l!-1,EL FLT: ANY (,;C,'�C~.ETE �'(-',N ��EuTI'�)NIS t.�R -KEATEI_:� LUI.�HE X` 13'-43/4" 1 " c,�hw ..P�.:-, ,TI,vi r r CE I I I r, I ACO- 1 �,n �� T�'E TI'Y ENTI`, r1 rti!!I �', r. 1 S• r--r-1 h h I i^ l 1�^ � �6 /r�� I+�t e 1 ti 7 rl tti 1 R ti r-+.r�. r r r- .-n r r-. '--, , � 24 -21/2 1, EL+TI iCr s a-7 vs ` .a i'",ast1 1 ��l S viivl�_a 9 bra.'— a✓, st .r, x s, 1',�a_, f', ALL I,THE'; —,/='ES CG T"P111TEI=r L.Jf'BE�� �sr° DLL TREATED LUMBE14 C�:�i.�:,ED TTf CN;'E�'N =SALT AIS% �r,'ILL s�E:r'ill�'E 40l/ 6'-41/2" 6'-41/2" /too12'-1 114" 12'-1 1/4" _aT. 1 1LE{�::• ::.TEEL ��: N 'E�1Tt;i; `JUT.:, ;'Y'>.HE��s, F S—TENERS, II�E;L1J111 1t, HHJT N-10T LI Y�ITE:sr TO Iti,.�ILS, `i�:i�E's.`.., L�f�.� & I?� LTA} THESE PLANS COMPLY WITH CHAPTER 324 OF THE 201 MAINTAIN 36"WIDE ACCESS RESIDENTIAL CODE OF NEW YORK STATE PROVIDE EXTERIOR GRADE ATCH -- ---- --- 1 V-9 314" 12"dia.4000 psi p.c.footing ACQ STEPS RAILING AND LANDINGS PER CODE with belled footing REFER TO NOTES FOR ADDITIONAL INFORMATION :: DE 1 A� DllZG,y\J!ZlVl —SV _` ' MODEL 1540-510 j 11/2/2018 8:08:11 AM - - - - - - SmartVENNET a I DUAL FUNCTION FLOOD AND VENTILATION VENT " IT IS A VIOLATION OF THE LAW FOR ANY PERSON, _ - - 877m w 8368 UNLESS ACTING UNDER THE DIRECTION OFA _ - - - - LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY � �-_� - EXISTING2"x6" F.J. it--I - II--IT - II--IF I N E WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM I I I tr CULATION FOR LOOD W II II II II II I I BEARING THE SEAL OF AN ARCHITECT/ENGINEER IS n u 11 II u u I ENTTE THAN FOR _ S m a V V c® �� I I �AT 16 O.C.- _ I o � u u u n n u I BEATER THAN C E _ � 16 1 /4 R/O ALTERED,THE ALTERING ARCHITECT\ENGINEER b g W n II II a II a II OMPLIANCE FOR ENTILATION ' I I q I I � _ _illi_ilu _ nu _ h_ I N SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE SV W ° a 2"x6"ACQ. = �_ -? =$= E=$= �= e TATE❑IN 2015 IR THEREFORE STRAP SLOTS USE TWO NOTATION"ALTERED BY" FOLLOWED BY HIS/HER M U U _ e �- EPARATE CALCU TIONS SIGNATURE AND THE DATE OF SUCH ALTERATION, W I a> I Q @ 16"O.C. Q R VENTILATION RE NOT TOP AND TWO BOTTOM QUIRED. ANDA SPECIFIC DESCRIPTION OF THE ALTERATION �'W Co 00 ❑o❑n❑❑❑❑❑❑❑❑❑❑❑noon❑❑nn❑❑❑❑❑❑❑Dnn❑❑❑D ON THE DRAWING. ""THE PLANS AND N ❑Dan❑n❑❑❑❑Don❑❑❑❑❑D❑r_�n❑❑❑❑❑u❑I goo❑Dn❑o SPECIFICATIONS HEREIN ARE INTENDED FOR THE I I ❑❑❑❑n❑❑❑Doo❑ppnDr�p❑uu❑unn❑D❑❑❑❑❑❑non❑Dn BEHIND THE RODENT SCREEN, LOUVERS 8'T 4000 PSI ❑❑❑❑D❑❑❑❑unl�l_�I inui�uuuuul-�I�nD❑n❑❑❑n❑nn❑Dnn SUBJECT PROJECT ONLY AS A RESULT OF ao P.C. FOUNDATION WALL ❑❑❑❑n❑❑❑❑❑❑uuuul�[�❑nD❑❑❑u❑nn❑nnD❑❑❑❑Dnnn AUTOMATICALLY OPEN AND CLOSE WITH CONTRACTUAL NEGOTIATIONS BETWEEN THE 0]LAD❑❑DDD❑❑❑L�u❑Duun❑❑❑n❑❑❑❑❑❑❑Dnnn❑❑❑❑❑ TEMPERATURE D1�unE10 if-10L EinnnnnDn❑nnnnnDnDnD❑onnnnDD NO ELECTRICITY IS NEEDED OWNER AND PHILIPP E. KAMPF. THESE PLANS AND SV _ _ Q /^ �� Duunuu❑uuuuuuuuouunouuaD❑❑nnno❑nnno❑D❑n V �I° DDDDDDDDDDo❑oDDnnnD❑nonDnoo❑DDDDnonDD❑D SPECIFICATIONS WILL BE THE SUBJECT OF A i. DDD❑nnnnnnnnnnnnnnnDDnDDnnnDDD❑DD❑n❑❑❑❑ ❑Dnnnnnonnn❑nDDon❑nnono❑D❑Donn❑❑❑nnD❑❑❑ COPYRIGHT PETITION AND MAY NOT BE REVISED OR — — — _ — — — — — R/O nDoonnnnnnnnnnnnonn❑❑❑❑Dnn❑D❑DD❑n❑❑❑❑ REUSED BY ANYONE WITHOUT THE WRITTEN ❑nnonon❑❑❑Donors❑DDDDn❑❑❑Donn❑nr�❑Donn❑❑❑ -W8X24 STEEL BEAM — — — — 1'-4"x - RADE ❑n❑❑❑❑❑Drs❑Dnnn❑❑❑❑❑❑❑n❑❑❑❑❑❑❑I�uuuuuu❑D❑ AUTHORITY OF PHILIPPE. KAMPF. " ❑�❑noonDDD❑DDDDnD❑❑❑CII�I�❑CID❑❑❑I_ll__JI J(�CI❑❑❑❑❑ I ❑❑oD❑n❑DD❑❑n❑❑Dnnnn❑i�uuu❑i_�I_�L_lu❑Uuui_�n❑❑❑❑ DDDR❑Dnn❑Dnn❑❑non❑❑❑❑❑I_II 7�11.11�i�uuuu❑❑nnnnn I PROVIDE NEW I I SILICONE/POLYURETHANE D❑nnDnn❑n❑DDD❑❑D❑onD❑DuuuuonD❑Doo❑ono❑n sv FLOOR SYSTEM DU❑DnnnDn❑nD❑nDDDDUC1I__1CJn❑I�nLILA-3000 ❑D❑n00 . ( � I I ADHESIVE LOCATION ` °Du000D°oo°❑❑Dao❑o]°oo 00000000aooa°Do°0000000 THIS AREA AFTER SLAB (FLANGE) F= N Ir CAD or DISCONNECT i PROJECT ISSUE 12/4/17 LEGEND REVISIONS No. Description Date EXTERIOR WALL 1 DECK MODIFICATION 11/2/18 O INTERIOR WALL 101 DOOR (KEYED TO DOOR SCHEDULE) WINDOW (KEYED TO WINDOW 1)t SCHEDULE) STRUCTURAL BEARING MEMBER, SEE PLANS FOR REFERENCE TO TYPE; IE. STEEL,WOOD OR LAMINATED MEMBER. �7 INDICATES THE DIRECTION OF FRAMING 1 SIM ELEVATION OR SECTION DETAIL A101 11/2/2018 8:08:19 AM CEILING MOUNTED COMBINATION SMOKE/HEAT DETECTOR WITH BATTERY BACKUP,AND WIRED FOR CENTRAL ALARM. 12'-0" PROVIDE'HARD WIRED' IT IS A VIOLATION OF THE LAW FOR ANY PERSON,00, CONNECTION,TYP. OF ALL. PER NYS CODE R31 UNLESS ACTING UNDER THE DIRECTION OF A 0 LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ENGINEER IS CEILING MOUNTED COMBINATION SMOKE/CARBON MONOXIDE ALTERED,THE ALTERING ARCHITECT\ENGINEER DETECTOR WITH BATTERY BACKUP,AND WIRED FOR CENTRAL SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE © ALARM. PROVIDE'HARD WIRED'CONNECTION,TYP.OF ALL. PER NOTATION "ALTERED BY"FOLLOWED BY HIS/HER NYS CODE R317 SIGNATURE AND THE DATE OF SUCH ALTERATION, ACID STEPS AND RAILINGS AND A SPECIFIC DESCRIPTION OF THE ALTERATION PER CODE. REFER TO NOTES ON THE DRAWING. ""THE PLANS AND FOR ADDITIONAL INFORMATIO i i i i i i i SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE r i i rO CEILING MOUNTED SMOKE DETECTOR WITH BATTERY OWNER AND PHILIPP E. KAMPF. THESE PLANS AND BACKUP,AND WIRED FOR CENTRAL ALARM. PROVIDE SPECIFICATIONS WILL BE THE SUBJECT OF A 'HARD WIRED'CONNECTION,TYP. OF ALL. PER NYS COPYRIGHT PETITION AND MAY NOT BE REVISED OR LZVSNGROOM CODE R317 REUSED BY ANYONE WITHOUT THE WRITTEN AUTHORITY OF PHILIPP E. KAMPF. " i -- ARCHITECTURE Sc DESIGN PHILIPP E. KAMPF ACQ DECKING 1 07 CENTER STREET PHONE: 631-943-10e 1 BAY SHORE, N.Y. 1 1 706 EMAIL: PHILIPPKAMPF@a PKAD.NET 2 REMOVE EXISTING MASONRY CHIMNEY KiTC�ffi4 AND FIREPLACE DEN EXISTING BATHROOM TO BE GUTTED AND 5WROOM REBUILD AS SHOWN.ALL FINISHES AS APPROVED I BY GOSR 8'-3" CLOSET DETACH AND RESET REMOVE EX.WALL EXISTING © CL05ET KITCHEN r — — — — — — -t BATH 30 1 CLO56T I r w-- 0 I I REMOVE EX.WALL 0 3 /— 5'x7'ACQ LANDING PROVIDE 3/4"PLYWOOD UNDER SHEET ROCK ` ' 26 0o I COORDINATE DOOR ACQ STEPS AND RAILINGS — WITH WASHER/DRYER PER CODE. REFER TO NOTES �— ss FOR ADDITIONAL INFORMATION /NEW WALL/ 6 � c2 2"x8"R.R.@ 16"O.C. PROVIDE NEW DRYER -7 7,1;7:a� VENT PER CODE N ' 0 2"x6"C.J.@ 16"O.C. PROJECT SHOWER (3 FSPC - - - - PALMER RESIDENCE i DN NOTE: C) PROVIDE 5/8"TYPE'X'GYP.BD.@ WALLS AND CEILINGS DIRECTLY ABOVE AND "' ROUND ALL HEAT PRODUCING � T-7 112" ——————'I "� nnEGNANiGAt ______` EQUIPMENT 50 DEEP HOLE - N - � ❑ PROVIDE FRESH AIR VENTING AS PER NYS RESIDENTIAL CODE SECTION M1801.PROVIDE A HORIZONTAL VENT WITH DUAL OUTLETS PROVIDING DRIVE M ATT I T U C K, 72"SQUARE INCHES(12"x6")FOR A TOTAL CAPACITY OF 288,000 BTUS. NY 11 952 Lb i Y I_. VERTICAL PLATFORM 6ARA6E LIFT ------ `i "IISTFOR EXISTING NDING FLOOR PLANS G CONDENSING UNIT .,;.; 5'-91/2" ti �,I 19'-3 1/4" ".win EXISTING ELECTRICAL SERVICE TO ii BE LOWERED 1 =` STAMP AREA: DATE: 12/4/17 PROJECT NUMBER:RFP2 60419 � Rno% �0 DRAWING BY: PEK Q DWG No: PROPOSED FIRST FLOOR J-1 / , 1/4 - 1 -0 - 1 s .� A-200.00 66 00 -_ CAD FILE Nc6:1 FP2 60419 u N_ T PROJECT ISSUE 12/4/17 REVISIONS No. Description Date 1 DECK MODIFICATION 11/2/18 - _ -� ==J 11/2/2018 8:08:31 AM -- "IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT ENGINEER, OALTER IN Y WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ENGINEER IS ALTERED,THE ALTERING ARCHITECT\ENGINEER SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE NOTATION"ALTERED BY"FOLLOWED BY HIS/HER �I SIGNATURE AND THE DATE OF SUCH ALTERATION, ANDA SPECIFIC DESCRIPTION OF THE ALTERATION ON THE DRAWING. ""THE PLANS AND SPECIFICATIONS HEREIN ARE INTENDED FOR THE _ •`•��:'� ••;'•'•' SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE •- OWNER AND PHILIPP E. KAMPF. THESE PLANS AND SPECIFICATIONS WILL BE THE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ANYONE WITHOUT THE WRITTEN +' AUTHORITY OF PHILIPP E. KAMPF. " ARCHITECTURE DESIGN -• : PHILIPP E. KAMPF 107 CENTER STREET PHONE: 631-943-1081 BAY SHORE, N.Y. 1 1 706 EMAIL: PHILIPPKAMPF@G PKAD.NET n FRONT 3D 1 - _ - - - -- _- - - -�_- �r l —_ -- -- - - - II �I PROJECT _ PALMER RESIDENCE 00 00 OP 1 2050 DEEP HOLE It DRIVE MA TTIT UCK NY 11952 J 3D VIEWS REARM DATE: �L� TAMP AREA: 12/4/17 PROJECT NUMBER RFP2 60419 DRAWING BY: PEK CHK BY: PEK Q DWG No: co O x.22£`" co _ A-250.00co °- CAD FILE N� N FP2 60419 N PROJECT ISSUE 12/4/17 REVISIONS No. Description Date 1 DECK MODIFICATION 11/2/18 REMOVE EXI51,ZN6 MA50NRq GNSMNF1f REMOVE Oa6l`TN6 MA50NRK CHSM*q MECHANICAL ROOM ADDITION �• •� ••• _'1 ...r::: ` --- - - - -- - - ------- -- -- ----- -- -- ACQ STEPS RAM M65 AND I ANDtNh PER CODE EXTERSOR Pt.ATFORM LIFT ACO STEPSRAINGSAWLANDINGPERCODE = - PROPOSED FIRST - -..— 7 - FLOOR 9' - 7 1/4" 11/2/2018 8:08:38 AM CONDENSMG UNrTORAk-- C14 r' \ " IT IS A VIOLATION OF THE LAW FOR ANY PERSON, 1 UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT ENGINEER,TO ALTER IN ANY 1 _ BFE+2 WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM LOWER BOTTOM OF ELECTRICAL I,� METER TO BFE+2 MIN. 81 - 011 -- BEARING THE SEAL OF AN ARCHITECT/ENGINEER IS ALTERED,THE ALTERING ARCHITECT\ENGINEER EXISTING FIRST SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE FLOOR -- NOTATION"ALTERED BY" FOLLOWED BY HIS/HER film DUAL ACTION FLOOD/AIRVENT r " DUAL ACTION FLOOD/AIRVENT SIGNATURE AND THE DATE OF SUCH ALTERATION, BY SMART VENT MODEL 1540-510 6 - 7 1/4 Y SMART VENT MODEL 1540-510 200 S.F. COVERAGE PER VENT 200 S.F. COVERAGE PER VENT AND A SPECIFIC DESCRIPTION OF THE ALTERATION BFE ON THE DRAWING. „„THE PLANS AND — — — —' - SPECIFICATIONS HEREIN ARE INTENDED FOR THE • . - ' ' , °' 6 0 I SUBJECT PROJECT ONLY AS A RESULT OF r) CONTRACTUAL NEGOTIATIONS BETWEEN THE :. . - _ I= _ 6RA�E OWNER AND PHILIPP E. KAMPF.THESE PLANS AND GRADE _ — — — — SPECIFICAT I- COPYRIGHT IPETITION AND MAY NOT BE REVISED OR GRADE HAG = _ _ _ — — — — _ — — — — _ _ _ _ — = I I REUSED BY ANYONE WITHOUT THE WRITTEN ,. _ I II 114 II I 1 I 1=I —III IIIIIII I ! 1 1=1 I I-1 � _ I— ! 1=1 1 I=1 ___I I_I I _I _I I I It.w I�! EFERTOFOL>tJDATiONPI.AN , , __ I — 5 - 9 1/2 - -RET0Fo11NDATSONPI AN — . — I I ( I I i t t t-