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HomeMy WebLinkAbout40482-Z ��otiOSUFfGt'fcoGy Town of Southold 8/14/2017 -A P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39121 Date: 8/11/2017 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 3575 Mill Rd,Peconic SCTM#: 473889 Sec/Block/Lot: 67.-2-12 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/16/2016 pursuant to which Building Permit No. 40482 dated 2/24/2016 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: alterations (raise house)to an existing one family dwelling(covered porch not included) for flood compiance as applied for. The certificate is issued to Baskurt,Erol of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED UW A th ' ed Signature gvt,��o TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE a � 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#: 40482 Date: 2/24/2016 Permission is hereby granted to: Baskurt, Erol 3575 Mill Rd Peconic, NY 11958 To: make alterations (raise house) to an existing single family dwelling for flood compliance as applied for with flood permit. At premises located at: 3575 Mill Rd, Peconic SCTM #'473889 Sec/Block/Lot# 67.-2-12 Pursuant to application dated 2/16/2016 and approved by the Building Inspector. To expire on 8/25/2017. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $200.00 Flood Permit $100.00 CO -ALTERATION TO DWELLING $50.00 $350.00 ilding 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 I% 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: l 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. C6py 6f-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-existing Building: (check one) Location of Property: J cJ 75 l ` t-t- tN�j E q- House No. Street Hamlet Owner or Owners of Property: O, SAS )�y e Suffolk County Tax Map No 1000, Section CP7 Block Z Lot Subdivisionr,9i (�67 Filed Map. 04) � Lot: Permit No. 9::� Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ O Applicant ignatur D��" �OESOUl H O TOWN OF SOUTHOLD BUILDING DEPT. 76:5-1502 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Q &Ae. og ov, -jml- 6( co ((Q �W Ay OKUV--A�OFV 4;�)' 3 0� f � is v erjvd DATE 3 INSPECTOR L I-V BOE SO(/ly TOWN OF SOUTHOLD BUILDING DEPT.- 765-1802 INSPECTION [4 FOUNDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION- [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ;7RICAL (FINAL) REMARKS: 6rd& 6M 12 12's4pa/ o K V/ DATE INSPECTOR J qo q OE SOUIyo� N O i �y�0UN1'I,N� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - FOUNDATION 1ST [ ] ROUGKPLBG. [ ] FOUNDATION 2ND [ ] NSULATIQN [ ] FRAMING / STRAPPING ,V FINAL 'e© [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Skpwlvlj�, kvm (�✓ OV-1 6takstz 0 &,OP4 6albeo r t Cv*— go& v �b cSfK'1 i I ri✓ DATE' = INSPECTOR Lmgloo� �q SOUL TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION' [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] I LATION [ ] FRAMING / STRAPPING [ FINAL A� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) _ REMARKS: .S i - � &MCDA(e--�') n5 1 DATE INSPECTOR v �tf so �ycouhm TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLSG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECT ICAL (FINAL) REMARKS: braAlf, AMAV�4 l ` DATE INSPECTOR LATHAM • • SAND & GRAVEL, INC. 35180 Route 48•P.O.Box 608•Peconic,NY 11958 Office(631)734-6800•FAX(631)734-2318 March 15, 2017 Inland Homes, Inc. Custom Home Builders PO Box 117 DL5 n Mattituck,NY 11952 D - Re: Baskurt Residence - 3575 Mill Lane, Peconic NY AUG 82017 BUILDING DEPT. Helical Piling Certification Toil OF s® ®LID 16 helical piles installed for building and chimney foundation as follows: • All piling located by surveyor as per piling plan of Tiderunner Engineering and Design dated 10/9/15. • Helical piles used were hot-dip galvanized 1.5" square shaft with 12/10/8" helix lead section. • All piles driven by excavator-mounted hydraulic auger to a minimum penetration of 12'. • All piles in excess of 10 ton ultimate capacity based on the torque correlation method. • Piles meet or exceed New York State requirements as set forth in the 2015 International Building Code. Helical piling were installed on February 15-16,2017. IS OF N1jj9� Respectfully submitted, CD H John D. Hocker, P.E. Vice President JDH:mgl Marine Construction•Dredging•Precast Cesspools•Gravel•Fill•Topsoil•Excavating and Land Development 07119/2017 9. 10AM FAX 110002/0002 Air • --w+`NaIY�stir .- .'✓.•�•..•.•�. ,.• ,'w -.•,.�Y..•'`F ... .. SrLFRh7Sl]ZAHpru�..Fci,..,r, >m>i �ftAaAR #s eENIE C Radiant prywall and Insulation Corp. rAmmmasmasyuww.RadisntInsuISv%y ms.corn P 0 15ox 8579 Middle Island,MY'11953 Phone;631-974-0500 Fax-62.1-924-4584 C' E�Y [+��f:t,,E� ommerclat tic:Suffolk:36254-N fr3U Resldrntl�l tic,NBS .H1901550000 ,,, , 7/19/2017 Project: 3575 Mill Lane Peconic, NY 11958 Speclfic�t(c►as CRAWL SPACE CEILING ICYNENE CLOSED CELL FOAM R Value:21 -3" D D AUG - 8 2017 ETTMDING DEPT. TOWN OF SOUTSOLD I , MA ^i tIMUL.ATION. -'lplo!�JffiP4 L�t.l'�_'�;� r BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health , SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502IZZ Survey SoutholdTown.NortbFork.net PERMIT NO. D Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Storm-Water Assessment Form Contact: Approved 20 '�ct-&"*e-N''Z Disapproved a/c Phone: Expiration 20 Buil p for i APPLICATION FOR UILD ERMIT e� FEB 6 2016 Da 1 2,6 , 20_� I INSTRUCTIONS a. This aRplication MUST be com letely fill�d 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 d regulations to admit authorized inspectors on premises and in building for necessary inspections. ( ' ature 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 014-� Name of owner of premises C�L- IA516 V Q:T- (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: ��, La 60J& �c�nr� House Number l� Street Hamlet County Tax Man No. 1000 Section VI Block Lot 2. State existing use and occupancy of premises and intended use and occupancy of pr posed construction: a. Existing use and occupancy 9ES t 17G�j T t kL- &wyrce.'P-( b:. -Intended use and occupancy 6 Vii,l Ad- 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other WorkSE- 9&&U6 4 (Description) 4. Estimated Cost o oo 6 Fee (To be paid on filing this a plication) 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. r, 7. Dimensions of existing structures,if any: Front /-Z-ZRear ZZ P 2 Depth 561 Q Height I S Number of Stories 1 r t, Dimensions of same,structure with alterations or additions: Front 22, 'Z Rear 7-a1 2, Depth C) , y` Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Ream Depth S 5 ® /`.S 10. Date of Purchase I ludo Name of Former Owner MA-TWivi CA 0 6144COr 11. Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law, ordinance or regulation?YES NO_ 13. Will lot be re-graded?YES NO � Will excess fill be removed from premises?YES NO Sl 14.Names of Owner of premises L 4CAddress Phone No. Name of Architect Yu c z, G C2 Address 7 6'sPac& n f 4�l one No Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. W,,,< gaviAa b.Is this property within 300 feet of a tidal wetland? * YES Y NO .C„ ,,,v LAMi * IF YES,D.E.C.PERMITS MAY BE REQUIRED. vea/ Hbvo WPB 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF&L55au) �o Ir being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the 6X0"eE (Contractor,Agent,Corporate Officer,etc.) 04)rveA" of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this a„�_day of A 20 ° ESTELLE WEISS Notiy Public,State of New York, N �Py'Pvblix o• oso721 Vi atuae�� �licapTi• Qualified in Nassau County Commission Expires 07/02/26ii U.S. 15EPAR";MENT 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: EROLBASKURT A2. Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Company NAIC Number: Box No 3575 MILL ROAD City State ZIP Code PECONIC New York 11958 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) Lot 25, Map No.2 Peconic Shores SCTM 1000-67-2-12 A4 Budding Use(e.g , Residential, Non-Residential,Addition,Accessory,etc.) Residential A5 Latitude/Longitude Lat.N41 03' 13" Long.W072 28'24" Horizontal Datum: ❑ NAD 1927 ❑x NAD 1983 A6. Attach at least 2 photographs of the budding if the Certificate is being used to obtain flood insurance. AT Budding Diagram Number 1A A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 670 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade 4 c) Total net area of flood openings in A8.b 800 sq in d) Engineered flood openings? ❑x Yes ❑ No A9. For a building with an attached garage. a) Square footage of attached garage sq ft b) Number of permanent flood openings in the attached garage within 1 0 foot above adjacent grade c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? ❑Yes ❑ No SECTION B—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1 NFIP Community Name&Community Number B2.County Name B3. State Southold,Town of/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) 36103CO161 H 09/25/2009 09/25/2009 AE 9 B10 Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 139: ❑ FIS Profile ❑x FIRM ❑ Community Determined ❑ Other/Source B11. Indicate elevation datum used for BFE in Item 69: ❑ NGVD 1929 x❑ NAVD 1988 ❑ Other/Source- B12. ther/SourceB12. 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 i OMB No 1660-0008 ELEVATIO'W 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: 3575 MILL ROAD City State ZIP Code Company NAIC Number PECONIC New York 11958 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 budding is complete C2. Elevations—Zones Al—A30,AE,AH,A(with BFE),VE,V1—V30,V(with BFE),AR,AR/A,AR/AE,AR/A1—A30,AR/AH,AR/AO. Complete Items C2 a—h below according to the building diagram specified in Item A7. In Puerto Rico only,enter meters Benchmark Utilized: GPS Vertical Datum:NAVD1988 Indicate elevation datum used for the elevations in items a)through h)below ❑ NGVD 1929 0 NAVD 1988 ❑ Other/Source- Datum ther/SourceDatum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement, crawlspace,or enclosure floor) 6.0 ❑x feet ❑ meters b) Top of the next higher floor 14 7 0 feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) NSA. ❑x feet ❑meters d) Attached garage(top of slab) NSA. ❑x feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 13 8 ❑x feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 5.5 ❑x feet ❑ meters g) Highest adjacent(finished)grade next to budding(HAG) 6 1 ❑x feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including 5. 9 ❑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 /certify that the information on this Certificate represents my best efforts to interpret the data available /understand that any false statement maybe 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 Z No ❑Check here if attachments. Certifier's Name License Number Howard W Young 45893 j'+1�� Title ��- \"D y rJ Land Surveyor C/ aP OG Company Name rA_ p l' a ea Young&Young Address C)' = �- �O 400 Ostrander Avenue �✓� 4 5 8 9 3 �J� City State ZIP Code u� Riverhead New York 11901 SAND S Signature ,s Date Telephone ., p 07/31/2017 (631)727-2303 Copy all pages of this Elevation Ceiiifi6je and all elachments for(1)community official,(2)insurance agent/company,and(3)building owner. Comments(including type of equipment and location,per C2(e), if applicable) Aft Engineered vent rated for 200 sq ft. C2e.A/C unit on wood platform. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 2 of 6 C, - ' I n:.•n I1;:11. S.11)u5 A1��r r -I'H T. TERRY i � :, ,-`, P o. nnr 1 l7a ' 'ro" CLERK �' , LP Southold. Nc- l i:rk '1 ItEGIsrnAR Of VITA.STA-nsllcs �+�w { 1- Fax (.S I fil 765.(F.� MARRIAGr•. OFFICF'R _ ��Ol Telephone (1 6) M.S. RECORI)S MnNAGEMENTOFFICEII i FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1'993: RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations of the Code of the Town of Southold: "Floodplain Development. Permit /Application" [FDP(93) ] , and Certificate of Compliance r Develc,pment in Special Flood Hazard Area [C/C(93)] . - - � it TOW4 of SOLMIOLD �Ju T. Terr Y Southold Town Clerk August 25, 1993 APPLICATION f PAGE t of a TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERNfIT AITTLICATION This form is to be filled out in duplicate. SECTION 1 GENERAL PROVISIONS (APPLICANT to read and si6)- 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 re=issued. 4. Development shall not be used or occupied until a Certificate of Ls iss anc is issued. S. The permit will expire if no work is commenced within six moaths of issuance• 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator-or his/her representative to make rmasonable inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT ALL ST MEM EREIN AND W ATTACHMENTS TO _ THIS APPLICATION ARE,TO THEfBOF ICNO DGE,TRUE AND ACCU TE. -. (APPLICANTS SIGNATURE) DATE-17 f - % i � SECTION 2: PROPOSED DE�ELOpAr`[ENT 71-,L comptctcd by APPLICA 'D NAME A^D�DRESS �o TELSPHONE APPLICANT � `'�V2T )�7�� (-LL '4r4C ENGEER �U00('; cqce (2t``Z5(z IN PROJECT LOCATION: • To avoid delay in prooeasing the application, please provide cuough information to easily ideatify the project location- Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark- A sketch attached to this application showing the project location would be belpful. FDP(93) y A APPLICATION- PAGE 2 OF d PPLICATION-PAGE20Fa DESCRIPTION OF WORK (Check all applicable boxes): A- STRUCTURAL DEVELOPMENT ,ACTIVCTY STRUCTURE TYPE O New Structure $Residential Residential (1-4 Family) O Addition (More tha-n 4 Family) DdAlteration ❑ Moo-residential (Floodproofmg? ❑ Yes) ❑ Relocation O Combined Use (Residential & Commercial) O Demdlidoo' P ❑ Manufactured (Mobile) Home (In Manu- 0 Replacement factured Home Park?- O Yes) ESTIMATED COST OF PROJECT S Q t B. OTHER DEVELOPMENT ACTIVITIES: O Fill D Mining O Drilling !' l Grading CSD Excavation (Except for Structural Development Checked Above) O Watercourse Alteration (Including Dredging and Channel Modifications) O Drainage Improvements (Including Culvert Work) ,) D Roafi4 Street or Bridge Construction j O Sub�fivision (New or Expansion) ,1 O I //dual Water or Sewer System O'Otber (Please Specify) After completing SECTION 2, APPLICANT should submit foim-to Local Administrator for-review_ ------------------------------ --------------------------------------------------------------- ,SECTION 3• FLOODPLAIN DETERMINATION (To becompletedby LOCAL ADMINISTRATOR) The proposed development is located on FIRM Panel No.J6I© �!D�ted The Proposed Development: O IsI'L U located in a Special Flood Hazard Arca (Notify the applicant that the, application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). Is located in a Special Flood Hazard Arca. FIRM zone dcsipalion is 100-Year flood elevation at the silt is' _Ft. NGVD (MSL) O Unavailable ❑ Tbc proposed dcvclopmcnt is totaled to a floodway. FBFM Panel No Datcd ❑ Scc Section for add (to al inswicn os SIGNED DATE : APPLICATION # PAGE ] OF 4 SECTION 4 ADDITIONAL- INFORMATION REQUIRED (To be completed by LOCAL ADMINIST•RATORl The applicant must submit the documents checked below before the application can be processed: ❑ A site plan showing the location of all existing structures, water bodies, adjacent roads, lot dimensions and proposed devclopmcnt. ❑Development plans,drawn to scale, and specificatioru,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 of floodproofi.ng of utilities located below the first floor and details of enclosures below the first floor. Also ❑Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide, 100-year flood elevations if they are not otherwise available). ❑ Plans showing the extent of watercourse relocation and/or landform alterations- 0 Top of new fill elevation Ft. NGVD (MSL). - ❑ Floodproofmg protection Ievcl (non-residential only) Ft:NGS ( SL). For floodproofed structures,�appUcant must attach certification from registered engineer or _ architect. � ; ❑ Cercation from a'regtstered engineer that the proposed acti�it�in a regulatory floodway tifi will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting this funding must-also bc-submitted. ❑ Other. SECTION 5 PERMIT DETERMINATION (To be completed by LQCAL ADMINISTRATOR) I have determined that the proposed activity A.❑ Is B. O Is not in conformance with provisions of Local Law if , 19_• The permit is issued subject to the conditions attached to and made part of this permit. SIGNED DATE If BOX A is checked, the Local Admiaistrator may issue a Dcvclopm'eot Permit upon payment of designated fee If BOX B i5 chcckcd, the Local Administrator will provide a written summary of defietencics. Applicant may revise and resubmit an application to the Local Administrator or may request a bcartng from the Board of Appeals ' APPLICATION h? PAGE 4 OF 4 APPEALS: Appealed to Board of Appeals? O Yes O No Hearing date: �? PPed --- rvvtiu-. 8 Yes ID Pie Conditions SECTION 6• AS GUILT ELEVATIONS (To be submitted by APPLICANT before Certificate-of Compliance is issued The following information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 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: FT. NGVD (MSL). L Actual (As-Built) Elevation of floodproofwg protection is FT. NGVD (MSL). NOT' Any work performed prior to submittal,bf the above information is at the riskpf the App6?cant. .7 f JJ SECTION 7• COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATORI The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to ___ —_____—______.cnsur_�complianee vcith_the_communi[}rs_loca!_lasl_for flood damage_prev_ention. _�T_�_ ___ INSPECTIONS: DATE BY DEFICIENCIES? O YES O NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO ,SECTION $• CERTIFICATE OF QQMPLIANCE(To be completed by LOCAL kDAIINISTRAT R Certificate of Compliance issued: DATE-- BY: I I , Attachment B //% SAMPLE f CERTIFjICATE %�F COMPLIANCE for Develdpment' in a Special Flood Hazard Area rr J4 V I l li ' 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: D NEW BUILDING O EXISTING BUILDING s D VACANT LAND ' THE LOCAL AD"MINISTRATOR -IS TO---COMPLETE A. OR B. BELOW:-_ - - - . --------A:-- C-OMPP,IANCE_,.SHEREB_Y__CERTIFIED_VYI�I THE REQUIREMENTS OF LOCAL LAW # , 19_ SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_, A.S MODIFIED BY VARIANCE # DATED SIGNED: DATED: CIC ( 93 ) ��- Scott A: Russell �����° ��` �Z STOIRN[WATIER, SUPERVISOR U) AWAN A 1E1AIEN T SOUTHOLD TOWN HALL-P.O.Box 1179 p tti 53095 Main Road-SOUTH OLD,NEW YORK 11971 'own of,So u th o l d CHAPTER 236 - STORAIWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) FEB -11201- DOES THIS pRoj ECr INVOLVE ANY OF THE )FOLLOWING: (CHECK ALL THAT APPL`n Yes No ❑N A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ® B. Excavation or filling involving more than 200 cubic yards of material W ithin any parcel or any contiguous area. ❑[ C, Site preparation on slopes which exceed 10 feet vertical rise to s 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal t erosion hazard area. floodplain as depicted [ }❑ E. Site preparation within the one-hundred-year t - .on-1{IIS Map--of-any watercourse: f 0I4 F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces_ If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property OwnertDesignProfess,ona.'Agent-Controctor,Other) S_C_T-M. ": IOOO DateNAME: v j S {�CA/' `Q _�— tp",,,, Section Block Lot DEP jWF:�7:F"JiNT Contact Informat,on — 1! - Reviewed By — - -- — - - — — --, - — - - - - - - — Date Property Address / Location of Consttuctton Work- — — — — — — — — — — — — — — — — — FApproved'for proce��-rng Budding Permit _ pp�,Q (� Imnaem orwater Magent Control Plan Not Required i" \_� ! Stormwater lvlanaeement Control Plar, ,� Required — (Fory and to Engme,'ring Depariment for Revie, FORIN1 SMC P YOS tit y 20 l-I �PPLIC•\NT [� r i'rnperry Owner Design Professional,Agent,Contractor,Other) S'C•T,Iv1. 1-�0— QSUPF(�' CHAPTER 236 N -7 sem_ ° Stormwater Management Control Plan CHECK LIST 20Li{c.-� t n Block Lot �+ t S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. MA Date: �e The applicant must provide a Complete Explanation and/or Reason for not providing - • ��I Q ftp01 b:�Y all Information that has been Required by the following Checklist! T,h Piw�r ,n,l,r A Site Plan drawn to Scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! shclw all of the following Ite1,; YES NO NA If you need additional room for explanations, Please Provide additional Paper. a Location & Description of Property Boundaries h Total Site Acreage. c Existing - Natural & Man Made Features within 500 L.F. ' of the Site Boundary as required by §236-17(C)(2), 'x 7-7 d Test Hole Data Indicahng Soil Characteristics& Depth to Ground Water. e Limits of Clearing & Area of Proposed Land Disturbance. 17127 EROSION&SEDIMENT CONTROLS _ f Ex ist Ing & Pi oposed Contours of the Site (Minimum z Intervals) / Shall include but not be limited to: g Location of all existing & proposed structures, roads, A well maintained Construction Entrance, di iveways, sidewalks, drainage Improvements & utilities, , Wire Backed Silt Fencing, stabilization &. l) Spot GI ales & Finish Floor Elevations for all existing & Seeding of exposed and/or inactive soils. pi oposed structui es. I Location of proposed Swimming Pool and discharge ring, U0 ---:,C- I Location of proposed Soil Stockpile Area(s), ,.QP�� k Location of proposed Construction Entrance/Staging Area(s), _ I Locat ion of pi oposed concrete washout area(s). =1W IE KEWItED M Local ion of all proposed erosion&sediment control measures, y ORAINSPECTIONS AR 2 Sioi nnwater Nlanagement Control Plan must include Calculations showing i En sneering at 71155-j!560 before that the Sio,mwater impiovements are sized to capture,store,and infiltrate vide Enginee s e on•,,ite the run-ol f f ion)all impervious surfaces generated by a two(2•'1 inch s been Insta e ' ra ofall /slprn) event. L11421. Lill J Delail, Sectional Diawings for stormwater practices are required for approval, Itcrs r-equirinq details shall include but not be limited to: a Eiosion & Sediment Controls. III I b Consh uct ion Entrance & Site Access. c Inlet Di a lnage Sit uctures (e.g.catch basins, trench drains,etc, P&T L16 P b d Leachinq Structures (e s Infiltration basins,swales,etc,) 13S1: (:)11\11,1, %'y�`k` •I- ._._ ....._.,. _ ..._..._.... ., Additional Information is Required. Reviewed & i Approved By. 1 _ Stormwater Management Control Plan is Not Complete. Stormwater Management Control Plan is Complete. Date 1 SMCP has been approved by the Engineering Department. • i I V FORM " SWCP Check List - TOS MAY 2014 Or- SOUTHOLD, PROPERTY RECORD CARD vow OWNER 1 STREET,35 VILLAGE DISTRICT L SUB. LOT ILI JZ t—�ro I Skurf FORMER OWt_ER N E ACREAGE 6, cx-A(T S W TYPE OF BUILDING RES. SEAS. -1 CB. misc. ,j 0 VL. FARM comm. IND. LAND IMP. TOTAL DATE REMARKS 3 VB ' F -0 tV v- S, kiw //i/ �?O'04Q- b& /w !Ce - Ae-,2 C.�2 0 �-V 1-:)P 1� CID 6 d /?/ v-/ -70 &4' vi AGE BUILDING CONDITION NEW NORMAL BELOW ABOA Form Acre Value Per Acre Value e, 54- Tillable 1 Tillable 2P, 411, jh Tillable, 3 Woodland NJ (D Swampland Brushland House Plot MCI A�^ V: j.. 2A'a`- .y^:'X""`n.};..�✓r.,".e.°:. .,. '"r •.:. .'e rrx.°�. ?*x" ,. .:;x• ,t+:�� IV,�S?���,..yz:r s`i'fr,".A- §,r"'p, ' �,: - 2�' l G.! F, 5" M. Bldg. } c `, Foundation ' }'f r.�r' Bath Extension Basement x,; Floors Extension 1 ?/ /� ' rrt� Ext. Walls ;tfm Interior Finish Extension Fire Place l Heat :e '0. �1 ! tliv�l ' � �" 6 f rt® Porch Attic Porch Rooms 1st Floor r � otio Rooms 2nd Floor G - ` Driveway. 0. B. Llo qqz (P�o Renewal Itemized Order Receipt Andersen. dba:Renewal By Andersen of Long Island Erol 8askurt tea, Legal Name.Long Island Custom Windows 3575 Mill Lane Suffolk 1-1043991-H, Nassau Lic#H0810150000 NYC Lic#1307704 Peconic,NY 11958 WINDOW Rr LACEAtEt1T2029 New Highway I Farmingdale,NY 11735 C.(516)286-8145 Phone 631-843-1713 1 Fax 631-843-1717 1 sales®rbali net N -- D r ly — - ? # Room Field 0 W Misc: Misc - Application of TQ Foam and Nova Fier. Seairnarlt, 0H # Room Field 0 W Misr. l"Jisc - :liummum Wrap, r 0H 101 Kitchen 92 W Window: Gliding, Double, 1-1, Active/Passive, Ease Frame, ! 42 H Eyterior Whito, inrerior White, Glass:Ail Sash- High Peifornlance No Pare rn, Hardware: t-vhrte, Smndard Color Pull, Screen: TruScene with Ex-orior Color Klatch, Full Screen, Grille Style: No Guiles, Grille Pattern: All Sash No Guiles, Misc: Ncne 102 Kitchen 40 W Window: Awning, Vented, Ease Frame, Exterior White, 26 H Interior White, Glass: All Sahli High Performance, No Pattern, Hardware: White, Screen:TrL.Scene with Interior Color Match, Grille Style: No Grilles, Grille Pattern:Ail Sash: No Grilles, Misc: None 103 Bathroom 23 W Window: Casement, Single, 1.0t, Base Frani;,Exterior White, 26 H Inleno)r 1^,'hi;ir. Glass:Ali ',ash Nigh Performance, No Pat lerr, Tempered Glass, Hardware:4°visite, Screen:TruScene earth Interior Color Match Grille Style: No Grilles, Grille Pattern: All Sash. No Gilles. Misc None 104 Living room 47 W Window:Avrning, Vented, Else F:•ame, Exterior,White, 38 H inleiior Whj',e, Glass:All S-„vh ',sigh PerfLlimance, No Pattern, Hardware: White. Screen: TuSCene with Interior Color March, Full Screen, Grille Style: No Grilles, Grille Pattern: All Sash No Grilles, Misc: Now, D JUL 202017 BuiLDINNG DEPT. TOWN OF SOUTHOLD Renewal Itemized Order Receipt bYAndersen. dba:Renewal By Andersen of Long Island Erol Baskurt ♦ori Legal Name Long island Custom Windows 3575 Mill Lane Suffolk Lie#43991-H, Nassau LU011-10810150000 NYC Lie#1307704 Pecomc,NY 11958 MOW RE WiEMiff 2029 New Highway I Farmingdale,NY 11735 C (516)286-8145 Phone,631-843-1713 1 Fax 631-843-1717 1 salesOrbali net "k.KS ��L ."Mt" �r.K.. __ ®3� ;ti's .� H, .��.�kia „ °'gi.• 105 Living room 23 W Window: Casement, Single, Left, Base Frame, Exterler While, 27 H Interior White, Glass:,Ail Sash High Performance, No `ratterr, Hardware: `•Nhite, Screen: Tru3rene v)th Interior Coh,r k Match, Grille Style: No Grilles, Grille Pattern:All Sash No i Grilles, Misr. None 106 Living room 23 W Window: Casement, Single, Left, Base Frame, Exteitor White 27 H Intrgnot Whlt•z, Glass:All Sash tflgh Peifornlance, No Patterr, Hardware: White, Screen:Tri-Scene with Interior Color h1a:ch, Grille Style: No Grilles, Grille Pattern: Ail Sint No Misc: None 107 Living room 96 W Window: eliding, Cr?+�rle, t 1 Acti,�e/P�.ssive, Gasp Frame, 38 H Exterior White, Inte'ior ;rtiitiia, Glass: All S,1sh• High Performance, No Pattern, Hardware: White, Standard Color Pull, Screen: TruScene with Exterior Color Match, Full Screen, Grille Style: No Grilles, Grille Pattern; All Sash, No Gilles, Misc: None 108 Master 47 W Window: Gliding, Doubt,?, 1. Active/Passive, Base Frame, 38 H Exterior While, Interior VVhite, Glass:All Sash- High Performance, No Patein, Hardware-White, Screen:T� r with Exterior Color Match, Full ;ueeri, Grille Style: No Or hes. Grille Pattern: 'all Sash No Grilles, Misc: None WINDOWS:8 PATIO DOORS:0 SPECIALTY:0 MISC:2 DD JUL 2 0 2017 Renewal by Andersen is committed to our csisromers'safety lry TOWN OF SOUTHOLD {:•;` aEFFs"' coinplying with the ruler and lead-site work rdetices specified b the EPA. l (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW (2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARF NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY (4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING I.STITUTIC" CERTIFICATIDNS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS 400 Ostrander Avenue,Riverhead,New York 11901 tel.651.1212505 fax.651.12"!.0144 S �T admin®youngenglneering.com Howard W.Young,Land Surveyor Thomas G.Wolpert,Professional Engineer Douglas E.Adams,Professional Engineer / \31 w ® E Robert G.Tast,Archltect / \ NYT 2 A 51TE DATA . r \0 \\ \0 ` ` �. S yO 00 �0 a�. \ ,t � N AREA = a,112 50. FT. n \ / �!\\PJ �{ o °SLODIV15ION- "MAP NO.2 OF PEGONIG SHORES"FILED IN THE o / i �c �w OFFICE OF THE CLERK OF SUFFOLK COUNTY ON SEPT. 15,1450 AS ol SG / y\0� o0• y<0 I. w FILE NO.654. c 6 N% • - O «SUBJECT PARCEL 15 IN ZONE AE(EL-q)-SEE FLOOD INSURANCE s.e i RATE MAP NO. 56I05001611-1 LAST DATED SEPT.25,200q c \ SG S/ \ u? FII 1 °VERTICAL DATUM = N.A.V.DATUM(14188) CO t`' �6 GO SURVEYORS CERTIFICATION o, «YVE HEREBY CERTIFY TO E R O L SA 5 K U RT THAT THIS SURVEY YVAS PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE ` O �\ 584 �� +`� FOR LAND SURVEYS ADOPTED BY THE NEW YOR�C \ � \ / ,) � /�\. ASSOCIATION OF PROFESSIONAL LAND SURNE o ` O / Oh Ai_ O %O � C`_ Pt I N 0,9 \� �coo �\ mss'' .4j0� �� � � � ��• � 0 0�6(\ / HOWARD W.YOUNG,N.Y.S.L.S.NO.45E. 8413 / ��`0 01e `�a o �� �0 2 o SURVEY FOR 0� LOT 25 "MAP NO. 2 OF PEGONIG SHORES" rrjr at PeconiG, Town of Southold \C"I0C NO Suffolk County, New York \ G "00� O 0�Q 07r' SURVEY o �O \ ��G6 \ O•�' County Tax Map District IOOO Section 67 Block 02 Lot 12 FIELD SURVEY SEPT.02,2015 MAP PREPARED SEPT. 05,2015 RECORD OF REVISIONS Cord of Revisions DATE 0 `c CO 50 O 15 50 60 a \ Scale: 1" = 50' J05 NO.2015-0101 DW6.418006920I5_0101_svrvey OF I O = MONUMENT SET ■= MONUMENT FOUND A= STAKE SET ®= STAKE FOUND 0)UNAUMICRIZED ALTERAMON OR AMMON M THIS SURVEY IS A VIOLATION Or SECMON 72DO OF WE WW YORK STAIE EDUCATION LAVE(2)INSTAMCES SHOV01 HEREON FROM PROPSM LKM'M EoM9 S11RUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT 70 BE USED To MMM PROPERTY MUM OR FOR ElEMION M FENCM(3)COPlES OF IM SUgWy NAP Nor BrAlaNr M LAND SMEVOWS DUIED SEAL OR DMOSSED MAL MAL NOT BE CONSIDERED 70 EE A VAuD IMUE (4)CER10CAMON DIMCA70 HEREON WALL AUN ONLY M)INC PINSON FOR WIM INS SLMV IS PREPARED AND ON WS BEHJU TO TW UILE OWAFM GOVESNUMAL AGENCY AND LENDNO MSTMMON LWIED HERMK AM TO TK ASWJEES OF YK LENWO DIS TITUMLICERIFICATIONS AM NOT TRAWMAMI To AMUNAL WSMMnCNS OR WWDUW DWMM (5)7NE LDUAMCN Or VaLS(9&SEPM0 TAW CESSPOOLS M SHOM HEREON ARE FROM FMD owmvwms AND CR DATA o9TA01ED FROIA OnOM 400 Ostrander Avenue,Riverhead,Nom York 1IqOI tel.691 W : 1 .1212SO5 fax-65I. .01-44 Howard K Young,Land Surveyoror ja Thomas 0.Violpart,Professional "Inver Douglas E.Adams,Frolesslonal Engineer Robert C..Toot,Architect 10 CL 011, SITE DATA KIM S AREA = 41,1125Q.FT. •SLWM51ON '~NO.2 OF FEWNIC SHO�FLED IN THE % OFFICE OF THE CLERK OF SUR OLK COUNTY ON SEPT.15,14150 AS PILE No.654. 0 SUBJECT PARCEL IS IN ZONE AE(EL-4)-SEE FLOOD INSURANCE 6 1& & f &0 t\O- PROPOSED RATE MAP No. 961o3ZO161H LAST DATED SEPT.25,200q %% PORC44 jo •VERTICAL VADATUM- NAV.DATUM 0488) NO &1k ig SURVEYORS CERTIFICATION \ < Its 01- 9) > > q 0e)0 HOWARD A.YOUNs,N.Y5.L.S.NO.451540 5 A j %* 0 (0 &Y 11 \00 '.11 ",tepl 1� odp SURVEY FOR. �� �' S,O\ z F-1WL BASKURT 01 0 01 LOT 25 "MAP NO. 2 Or- PECON10 SHORES" at Per-on1c, Town of Southold Suffolk County, New York 4' Nx Of BUILPINS PERMIT SWVr:Y ox, County Tax MCIP District 1000 Sectl=6"T Block 02 Lot 12 V 41!?\0 KV-,0 %\1 ?OW P FIELD SURVEY COMPLETED SEPT..a 2015 \` y0 \f y i �J MPREPARED SEFr. 2015 Racord of Revisions RECORD OF REVISIONS PATE N. "A,6 <,, IT DATA �00�I5 201 IN,- 400p so 0 is so 60 S&CID.- I" = so, JOB NO.2011-0024 ON& of I MONUMENT SET ■z: MONUMENT FOUND D=STAKE SET = STAKE FOUND N 5,UILDINO DEPARTMENT D T : 00 a, ABBREVIATIONSClassification/Floor Area _° M IJ Floor Level Existing Proposal Total ACQ ALKALINE COPPER QUATERNARY LVL LAMINATED VENEER LUMBER RAI N M ACT ACOUSTICAL TILE MAX MAXIMUMj Cellar (Finished) O 0 0 AL ALUMINUM MIN MINIMUM ALT ALTERNATE MRB MARBLE AFF ABOVE FIRST FLOOR MS MARBLE SADDLE 1st Floor 1907 5f O 1907 Sf C _ ' ASF ABOVE SUBFLOOR MTL METAL to M L 2nd Floor O 1214 Sf A.S. ALUMINUM SADDLE NA NOT APPLICABLE Total 3121 5f O 3121 Sf . A.P.B. ANTHONY POWER BEAM NIG NOT IN CONTRACT B.C. BRICK COURSES NOM NOMINAL 0 Garage O 490 5f 490 5f ,+* BD BOARD NR NOT REQUIRED A BOT BOTTOM NTS NOT TO SCALE W LL Front Porch 0 0 BLDG BUILDING OC ON CENTER CBB CEMENT BACKER BOARD OCC OCCUPANT(5) N Rear Porch 0 0 0 GL CLOSET OH OVERHANG [Decks O O 0 CLG CEILING PART. PARTITION ONI NY CLR CLEAR(ANCE) PG POURED CONCRETE , COL COLUMN PT POINT GONG CONCRETE PKT POCKET CM,,U CONCRETE MASONRY UNIT RAD RADIUS GT . COLLAR TIE REQ. REQUIRED Z CJ CEILING JOIST REV REVISION(5) o CANT CANTILEVER RM ROOM Q CMD CARBON MONOXIDE DETECTOR RR ROOF RAFTER O DIA DIAMETER R/R REMOVE AND REPLACE N DIM DIMENSION SEC SECTION O DR DOOR 5F SQUARE FEET W o DTL DETAIL SIM SIMILAR U Q DWG DRAWING 5Q SQUARE ON DOWN STL STEEL EA EACH SD SMOKE DETECTOR r` EL ELEVATION 5TD STANDARD EQ EQUAL TG TOP OF CURB EX EXISTING TEL TELEPHONE EXhi EXHAUST THK THICKNESS D I 8301.2.1.1 (2007 Residential Code of New York State) EXT EXTERIOR TOS TOP OF SLAB EF EXHAUST FAN TX TOILET EXHAUSTDesign Criteria Construction in regions where the basic wind speeds EW EGRESS WINDOW TXF TOILET EXHAUST FAN exceed from Figure 8301.2(4) equal or exceed FC FIRE CODE TYP TYPICAL 110 miles per hour (1771.1 km/h) shall be FD FLOOR DRAIN TEM TEMPORED FIN FINISH(ED) TEMP TEMPORARY 5 N designed in accordance with one of the following: FLR FLOORING) LION UNLESS OTHERWISE NOTED FPSC FIRE PROOF SELF CLOSING VIF VERIFY IN FIELD FT FOOT(FEET) WC WATER CLOSET / OSO% Plans have been designed American Forest and Paper Association (AF�PA) FJ FLOOR JOIST WR WATER RESISTANT 9S� in accordance with: Wood Frame Construction Manual for One or Two Q GA GAUGE E-` h / W E Famiy Dwellings (W.F.C.M.) 2001 a GALV GALVANIZED �\'� , NYT O GFI GROUND FAULT INTERRUPT GL GLASS • ,/ roc�� CLIMATIC $ GEOGRAPHIC DESIGN CRITERIA: (Table 8301.2(1) GWB GYPSUM WALL BOARD �v /' L0 \G� S Wind Exposure Category: B O HC HOLLOW GORE 0 " wry o� i N Ground Snow Load: 20 PSF CA HOW HARDWARE V .Q�\Pj \ `P oj;- K HM HOLLOW METAL `\ / ll �C\ > 3 Wind Speed: 110 mph 3 sec Gust O HOR HORIZONTAL \ S6 ,' �y\0 (�0' W (JO fastest mile) r� HP HIGH POINT \ O J�% - � y � w Z HT HEIGHT v S iS G,Pv � o. \ Cn Q Seismic Design Category Exempt Z w HVAC HEATING/VENTILATIOWAIR CONDITION I \ ,c,�o,7 v a , 4se Extend Porch to Full Width of House IN INCH t C ,o \ *�1 � �0 as 4.T Keep 4'Wide a WeatheringSevere O INT INTERIOR t5 vv `yF�� . fas�,.. 1 O ° INV INVERT r ca \ W. J� �," �r ~ p ,p �o p A; D Frost Line Depth: 3G inches w SPLs1\ �, b � � *� Termite Infestation: Moderate to Heavy JT JOINT io ,f,`�icPa�O a^ Raise AC on a- KIT KITCHEN "� '7` �o v O S `v 584 0 �,�< \�� Platform to EL 11.0 �� E Decay Probability: Slight to Moderate W H LAV LAVATORY C` 15 e3 �v�PI \^ y_ 3 0 io �0 F y Winter Design Temperature: Suffolk 11 Degrees 0111 s o Ice Shield Underlayment Required Valleys and Perimeter O Flood Hazard M b� of e 11 1 Air Freezing Index 452 ; \0 MIN. DESIGN PRESSURE (DP)t . o U Windows ZONE 4 DP 25 0 / $Doors DP 30 a 11ZONE 5 '" Z 0 Q / N ZONE 1 DP 25 U O cn `45 ZONE 2 DP 30 W W / v\ 0!. m Q a ZONE 3 DP 30 �r0 cv ZONE 1 OP 20 47 v` // 0,�, \Ot \V _n ZONE 2 DP 45 Legend \ %� \ /' �J a�Q00 ZONE 3 DP 45 0010 V. Existing Walls to emam \` oNA6 <o \` 0 0 '� � iy 1 Existing Walls to bye Ilk New Walls and Pa v S,5 v fiV _ a Insulation ms "J O Interior Door Zone `, `, Zone EM Zone ctce yr to W Window Structural Beam _ Minimum Uniformly Distributed Live Loads: Table R301.5 L USE LIVE LOAD DEAD LOAD Outlet Exterior Balconies ro0 psf 10 psf �p c� � � N Decks 40 psf 10 psf w O U GFI Outlet6GFI Plot Plan Passanger Vehicle Garages 50 psf as per plan _� w Scale 1=30' ATTICS without Storage 10 psf 10 psf 3 z Switch ATTICS with Storage 20 psf 10 psf z q Ca Q ROOMS other than Sleeping Rooms 40 psf 10 psf Q 3 ¢x Ceiling Fixture Seeping Rooms 30 psf 10 psf v ra O v Exterior Fixture Stairs 40 psf 10 psf SCALE,r� Guardrails and Handrails 200 psf 10 psf 1/ 1 t� Smoke Detectores Liv + Ground Snow Load 12 psf for Attic I 20 psf 15 psf for Cath ov: CO Detector �5 N� O ALLOWABLE DEFLECTION: Table 8301.7 Vent DR Structural Member Alowable Deflection = - Rafters having slopes greater than 3/12 with no finished "y Vent/Light nceiling attached to rafters L/180 `rFp o�I006-" lo°(Y A sP`' Ceiling Fan Interior Walls and Partitions H/180 WG. Floors and Plastered Ceilings 1-1360 COVER /CG� All other Structural Members LJ240 Exterior Walls w/plaster or stucco 1-1/360 SHEET Exterior Walls-Wind Loads(a)w/Brittle Finishes V240 Exterior Walls-Wind Loods(a)w/Flexible Finishes L/120 DWG. NO.: Note: L- Span Length H= Span Height a. The Wind Load shall be permitted to be taken as 0.7 times the coal Component and Cladding loads for the purpose of the determining 'C'g Q deflection limits herein PAGE 1 OF 3 DECK/PORCH RAILINGS TABLE 9,4022 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE00 N GENERAL CONDITIONS 8312.1 Guards Required TYPE OR LOCATION OF CONCRETE CONSTRUCTION Framn (Continued MINIMUM SPECIFIED COMPRESSIVE Strapping Details 1 All work shall conform To 2010 Residential Code of New Yor tat , local Building 0ning�odes 9� � P�.rches balcQJ�ies�r raised floor surfaces Iota+ed more than 30"above the floor and the New York State Energy Conservation Code All Codes_ h 1I=upercede the drawina-and shall Loci Bolts or erode below shall have guards not less than 36" In height,open in sides of stairs STRENGTHo(f°) 000 be incorporated in+o+he drawings,whether they 'tndi�ated on the Dlans or no+. 1. Shall be of structural grade steel with a total rise of more than 30" above the floor or grodeJbelow sholl havvauards WC~V Potennalb LSTA Strap Install 10" On Center M not less than 34" rIn height measured vertically from the nosing of the treads, Negligible Moderate Severe � D Contractor shall check and verify all dimensions notes and conditions 0f+he s to before anyconstruatiati 7 Washers shall be placed under the head of lea bolts bearing on wood len&h of lag bolts Basement walls,foundations and other concrete not exposed to the weather work is started The Contractor shall notify the Archltect of any discreponrjes or conflicts in the drawing_-L _shall be c minimum 2/3 depth of members being bolted together. 2,500 2,500 2,500c R312.2 Guard Openina Limitations Basement slabs and interior slabs on and/or field condition= before starting the work.The discove-v of discrepancies after beginning+he work shall ° grade,except garage floor slabs 2500 2500 2500c � ReLIU(Ced-gLlardS_011_open-aldes-of stall�NGya� raised�laal GCeas,�7alaaJ7les�nd�?aCLlles ° Basement walls,foundation ways,exterior walls and other vertical concrete - be the full-res-parsibility full-responsibilityof the Contractor to correct Altering Structural Members shaWhave intermediate_r_ai r-ornamentd_closures-fl t anot_allowDassag"f-_ work exposed to the wwfner 2500 3,000d 3,000d °o a 1. No structural member shall be omitttedd, notched,cut, blocked out or relocated without _Can+t or shall logate stake out all ext fling dsrground utiliti prior+o env exravotion The Utilities shown 5pher�4�r�ore.in�oameter Porches,carport slabs and slept exposed to the weather,and garage floor slabs 2500 3,000d 3500e 3. ; prior approval of the Architect Do not alter sizes of members noted without approval On _"_the clam an approxima+e location only. of the Architect. Ir. ' For 51:1 pound per square Inch=6.895 kPa. Exception 4 Contrac+or shall_be_responsible for arranging all necessary permi+s and inspec+ions, including Certificate of Dccupanc�(G.O.I The trlanguar openings formed by the riser,tread and bottom rail of a guardnat the open a•strength at 28 days pr;. Built-up Beams " l ' b.See Table 9,3012(1)for weathering potential. unless otherwise noted. 1 Built-up beams or joists formed by a multiple of:2 x membersshall be interconnected as follows: throua Simpson Strong-TI a. Members 12"and lee n_depth_Palue and internal w/2 rows 16d nails at 12" c.Concrete In these locations nt that may be subject to freezing and thaw ng dor ng construction shall be air e m alned concrete y 5. Writtenslimensions shall have precedence over scaled dimensions and larger scale details shall have precedence over smaller "aaaardaeewhfiEaaroted. Rafter to Rafter I�� - Rafter Clip Rafter to Top Plate O_C. staagered. HABITABLE SPACE d.Concrete shall be dr-enh-alned.Total air content(percent by volume of concrete)shall be trot less than 5 pearcent or more Con neetio n Deta i I sZ• ' Connection Detail scale detail= drawings_ Drawings are not to be scaled, In. Members greater than S 1/4"In depth or mutjple 3 x members through bolt with 1/2" than 7 percent s" 1. All habitable spaces shall conform to the following sections of the Residential Code diameter machine bolts at 24"O.C. e.See Section R402.2 for maximum cementtlous materials cortertt. !' G. Any deviation from the Architect's drawings mu=+be submitted to the Architect in writing for approval. of New York 5+ate f.For garage floors with a steel troweled finish,reduction of the total air content(percent by volume of concrete)to not less than 8303 Liah+,Ventilation and Heating 3 percent is permitted if the specified compressive strength of the concrete is increased to not less than 4,000 psl. a 7 Contractor shall be responsible or._IldeAuately bracing and p'oteciin9nll work during construation�aainst damage, brewkaae_ Cutiing of Beams, Joists and Rafters 8304 Minimum Room Areas 1. Cutting of wood bea»�,joists and rafter=shall be limited to cuts and bored holes not deepp� 8305 Ceilin Height collapse, distortion and misalignment accordingto_applicableoades,standards and�aadpractice, a H2.5 Clips than 1/6 the depth of the memberand shall not be located in the middle 1/3 of the span. Notch 8306 Sanitation TABLE 8403.1 MINIMUM WIDTH OF CONCRETE OR MASONRY FOOTINGS Qnchesb 8 All work shall be performed In in first class manner with all new materials Contractor shall provide all equipment, labor and depth of the ends at the member shall not exceed 1/4 the depth of the member Holes bored-= Spaces 9,307 Toilet,Tub and-Shoat ccs materials necessary for the proper execution and timely_G.ompletion of the work_Contractor shall be responsible for all materials out Into the joint shall no+be closer than 2 Inches to the+ip or bottom of the joints and the LOAD-BEARING VALUE OF SOIL s Use every other Hall ho e ENGTH O ms_,_joists (P in-e row u provide ih a � and equipment stored at the site, diame+e EMERGENCY ESCAPE S RESCUE OPENINGS RB1O 1,500 2,000 3,000 E4,000 code-required minimum and rafters of 4 inches or greater nominal thickness shall notbe notched, except at ends Of Conventional light-Frame construction center-to-center 12" n • E'" r-t 1.___Basements_ ith_habitabl�spaae�nde�y sleepip�asoom�hall havesrtJeast�ne�perAble�mergenay S All contractors and their sub contractors shall carry Insurance that will protect the Owner and the Architect from members.claims from _cnd�escue Qng. s peniuch-opening-shoiLapen__directly into eubli"tree public alley, vor_d_orcourt 1-story 12 12 12 12 spacing for nails C520 V] _damages for personal Injuries, including death,which may ori a in connec ion with +his pprizlart -W-here-basements.containLone rmor e-sleeping-roams-emergency_egress shall he-required-h-each-room 2-story 15 12 12 12 1 0 Pipes in Stud Bearing Nails or-Shear Nails 3-story 23 17 12 12 C but shall not be required in adjolning�reos�f_the basement._1�/her�em�raencv and rescue�penings�re_ 1. Notches or bored holes to studs of bearing walls or partition shall not be more than 1/3 the SPAN W CL R O 10 Contractor to Indemnify Architect and Owner and hold harmless _ptovldedthe�shall_havQ a_sill_heigh+of not more than 44 inches aboyethe�loor._Wher_ethe�oor�pening 4-inch brick veneer over light frame or 8-inch hollow concrete masonry C520 0 x depth of the stud_ having a threshold-below_the_adjacent around_elevationserveslas-an�mergencv escape and-'escue�pening 1-story 12 12 12 12 11 The Architect is not responsible for construction means,-_methods,techniques, sequencer. procedures or for the safety precautions _andis provided wl+h a bulkhead_enclosure shall comply wlth 5ectionR310 3Shellet�lear�pening 2-st°n 21 16 12 12 A �" and programs in connection with thisproject. Bridging and BIOCkina _dimensions.rsquiretLby th"ection shalLb"btained by the normaloperra ion-ofthe-emergenev_escope and_ 3-story 32 24 16 12 1. There shall be not less than one line of bridging-lin-every six(6)of span in floor, attic, and roof resaue_fromlhe-Inside-Emer enc -esaa "ndnescue� enin s�hal en�ir__e ublic�wa C52o i fromin The bridling shall consist of not less than 1 x 3 inch lumber doubled nailed at each end g y � R 9 LQR city�nta_a p y_ar_to 8-inch solid or fully grouted masonry 12 All construction with+he 11Omph and 120 mph three second wind speed regions(Nassau ff Suffolk Counties)shall be in conformity a _yarA"r-ourtthat-o_aens+o a lit way, 1-story 16 12 12 12 , 1-sto Provide minimu 12„ Manual-with the American Forest� Paper Association CAMPA) eOO1 Wood Frame Construction or of equivalent metal bracing of a ual rgidi Midspan bridain�a is not required for attic or roof 1.1 Minlmuml? ningAreas-_Il-emergenay�saope anti r_esaue�genings shallllavQsminimum__ne�clear 2-st°n 29 21 14 12 end distance framing where joist depth does not exceed 12 inches nominal opening of-9.7 squar- -,feet 3-story 42 32 21 16 Equal number o 13 All contractors shall be licensed and insured 1.2__MlnimuniO enin -lei ht�he-minimunicleor-c enin ehallhe24__inches specified nail Header ti Studs P 9 9 R 9 In each end 2. Block solid a+alLbearing supports where adequate lateral support is not otherwise provided. 1"3 Mlnlmum_0 ening�I:116 She minimum clear ooenina_sha11 babe inciTes For 9I:1 inch:25.4 mm,1 pound per square foot=0.0479 kPa. COnneCi'IOn Detail k Bloc 14 Contractor to obtain Owner's at Ahitect'S�.?proval for all( materials finishes l and el,�ipm�nt prior to purchasing All equipment all stud walls at maximum intervales of8feet with minimum of 2 x solid material with 1-4__Qpeeing_CanS^h"aInfs--Emergencv escape-andrescue openings-shallhe-operotionaLfromthe inside_ Stud to Stud 'Dints. a.Where minimum footing width is 12 inches,use of a single Wythe of solid or and materials are+o be fns+ailed per manufa tions Ig J of the room�ithoihe_use�f�ceys,taols�r�pecial�snowledge. fully grouted 12-inch nominal concrete masonry units is permitted. Connection Detail CS O C O 15 Contractor shall keep the site clean and free of debris. 3. Provide 2 x firestops at mjdpaint-vandcally of stud wall. 2 Window ells_She-riinimum_horizontaLare"f the-vindowwelLsholLbe 0 quorefeetwith a minimum horizant aI _--projection-and-width-of she�rea of the window welLshall._allowthe__emergenayY�scapeopen ng O 16 These dregs are thproperty of the Architect and shall not be used without his consent. Drawings shall not be used for issuing_ Plywood to be.fullyLcpenied of a bJuilding permit unles�gned and sealed by Louis-Schwarz .E. 1 All plywood shall be Doug-Fir or equal I+shall be manufactured and graded in accordanae-with TABLE 9,401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALFz, US Product-Standard PS 1-83 for Construction and Industrial Plywood 3-Bulkhead Enclosures-�LJkhead enclosures shatLprovide-direct-cccesstothebasement--Thehulkhead-i-nalosure CLASS OF MATERIAL LOAD-BEARING Q 17 Contractor to follow all manufacturer's.specifications, recon2mendations and installations onall products used in this project,Notify 2. Each plywood sheet shall bear+he"APA"trademark �viththe door panels In the fuliv openJaositio�shoLprovidethe-minimu>n-netslear-operingrequired-by-Section a PRESSURE(pounds per square foot) the Architect of any conflict between the plans and manufacturer'sspecificetions, recommendations and installation details prior+0 S. All end join+s shall be stagger nd=hall but+ along the center lines of framing members. 8310.1.1. Bulkhead enclosures-shalLalso=rnplyywith5ection-pBll3.8.2. Crystalline bedrock 12,000 0 instolia+ion of-prod ct on this project Contractor shall be responsible for correction of any work that prevents the-correct installation 4. The face yarah_afthe plywood shall be laid at right angles to the-joists and trusses and paralleL Sedimentary and foliated rock 4,000 x of Specified_product as shown on the drawings, to the studs. ENERGY NOTES 5-, Nails shall be placed 3/8"minimum from edge of sheets. The minimum nail pentrotion into framing Sandy gravel arid/or gravel (GW and GP) 3,000 Sand, silty sand, clayey sand, silty gravel and clayey gravel O 18 Match ail existing conditions as they relate to finishes lighting.coo ng. dimensions, height alignments etc, Move and re-locate members shall be 11/2"for 8d nails and 13/8"for 10d nails, (SW, SP, SM, SC, GM and GC) 2,000 any_portition5,wiring, I1umbinaond ductwork that may conceded in walls or ceilingsbeingrevised to provide a complete job in all (S. All floors shall be ELECTRICAL Clay, sandy clay, silty clay, clayey silt,silt and sandy silt res CL ML, MH and CH U w PQCtS• 1. All electrical work shall conform to the rules and of the NgtianaLElectrical ( ) 1,50Cb � Q Partitions Code, Residential Code of New York State, and Board of Underwriters and its r 1-t Z rTl ,z 1 General: referenced standard NFPA 70-200 `.J Fri a. Provide solid blocking at 4'-0"o.c. between the joist and first interior parallel joist, 2•The slectriaalsquipment and wiring shall be installied in accordance with Cha rs 33 Z ^^� splicer, of the top and bottom portion of double;cp. plates must be staggered a min. thru 42 of the Residential Code of New York S+cte. C) of 4'-0". 3. Electrical work to be inspected by an approved electrical inspection company. Floor to Floor ►--1 [� EXCAVATION A Bor'KRL L in. Splices shall occur only diree+l_y over stud= 4 All electrical outlets in "wet"areas to be ground fault Interupter(GFl)•t_y� Connection Detail ~ underground Utilities prior to an brava+ion The utilities shown on the Ian d. Lap top plates at corners and intersections. �T� 1 Contractor shall locate and stake out all existing rg p Y P W are an appra�dmate location. 2. Bearing Walls supporting one floor or more: Single and Multiple Station Smoke Alarms a_Parttiona; must be constructed of minimum 2 x 4 studs spaced 16"a c of type lumber Shg1e and mol+iple-station smoke alarms shall be ins'+ailed in the following�aaotians: 2. Fxcnvote all areas indicated on the drawings All excavations hall be the minimum dap+hs required aghieving clean undisturbed s eaiZ ified- 1_ In each sleepin-q room ILING SCHEDULE"B"(Wood Framing Construction Manual ~ vin 'n soil with stable moisture cartel+and non-shifting and non-shrinking soil characteristics The Contractor shall be responsible b. if double top plateof less+han 2 2 x G's or!2 2 x 4's is used floor joists shall be Centered_ NAILING SCHEDULE: Table 3.1(WFCM) OUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS gl 2.Outside of each separate sleeping area in the immediate vicinity of the for notification of poar soil characteristics to the Architect and 5_h_all not proceed with the work until recejvina instructions from the Architect. directly over and below booing wall studs with a tolerance of no more than 1". bedrooms. Note: This schedule does not include nailing for metal framing straps(see section for strapping and requirements section for rough o enin framing NOTATION c• Bearing = ,d�a+alls must be sheathed with minimum 1/2"a);n bol fastened according to PP 9 q � 9 P 9 9 RouGH 3. On each additional story of the dwelling, including o_na basemen+s and cellars but 3_ The Architect has prepared the drawings and spea[ficationsw'ith an assumed bearingCapa i of 1 ton per sg ft. and an assumed_soiL manufact)rerrs recomme dation requirements). O �j re uirements OPENING A B G D E F not Including crawl=paces and uninhabitable attics. In dwellings or dweling units � M characteristic of sand or gravel with minimum traaes__Q� sssthern:ise-noted. with split levels and without an intervening door between the o41ccont levels, All nailing is a general Specification it applies unless otherwise noted. 2 (1)2 X 4 1 1 1 1 Corner Bracing smoke alarm installed on the upper leveleholl suffice for the adjacent lower level 2 X 4 2 2 2 2 4 All excavations for concrete pie elow finished grade unless otherwise noted an the plans. 1 Unless otherwise noted, brace eterior carvers of building w/4 x 6 plywood sheet of thickness to match provided that the lower level is less than one full story below the le upper vel. ll Z (2)2X4OR12X 6 3 3 3 3 O that of sheeting. ROOF CEILING FRAMING S. All backfill shall be cleananu grlar fill• When more than one smoke alarm is required+a be installed within an Individual dwelling unit 2 2 X4 OR 12 X 6 3 3 3 3 2. Overlap plates at all corners. the- alarm devices shall be interconnected in such a manner that the actuatuion of one alarm Rafter to Top Plate(Toe-Nail) (3)8d Common Per Rafter 2 2 X 6 4 4 4 4 A-, ��- 6 No backfill shall be permitted against concrete or masonry fowndatjon walls without floor framing or proper bracing as required to prevent will activate all of the alarms in the individual unit. The alarm shall be clearly audible in all ae+o walls N0 backfill shall be permitted within a minilmlum of talo weeks after o Irincl The contractor shall be responsible for any bedrooms over backround nois_elevels�with_all int•evenin doors closed. Ceiling Joist to Top Plate(Toe-Nail) (3)8d Common Per Joist " 2 2 X 6 LY.., tc-t Notations: (, 0 �ama� p Nallin g U �� A. Number of 8d nails at each end of strapping � damage toconcrete or masonry wall. I All nailing shall comply with nailingschedules shown. Ceillro Joist to Parallel Rafter Face-Nail (6)16d Common Each Lap S. Number of sill studs on the flat(does not apply ashore. W (� All smoke alarms shall be listed and installed in accordance with the provisions of the C. Number of full height king studs at each end of side header. Q a Alignment Residential Code of New York State and the household fire worning provisions of NFPA 72. Ceilin Dist lops over Partition Face-Nail (2)16d Common Each Lap D. Number of 16d nails end nailed through adjacent king stud to end of header 1. All raftersand iTistsframing from apposite sides shall lap at least six inaheg and nailed together with Collar Tie to Rafter Face-Nail (3)8d Common Each End at each Power Source E.Number of Jjack studs at each endof headers(assume double headers) (3)10d face nails. Blockin to Rafter Toe-Nail (2)8d Common Each End F. Number of 16d naiisend-nailed through adcentjack studs to end of stills)at CONCRETE 2 When framing end to end joists shall recur n,the re _ed together with metal straps. In new eons+nuc+ioquired smoke alarms shall receive their primv o power from the each side. (Does not apply to owner) 1_ As Per Chapter 4 Residential Code of New York and Tables 40141,402.2$ 403.2 included on this sheet. building Wirt g when such wiring is served from a commercial source or can on-site electrical Rim Board to Rafter End-Nail (2)16d Common Each End FIREBLOCKING/DRAFTSTOPPING power system, and when prima_e power is in terrrltp d,shall receive power from a battery. � Concrete shall be air entrained Total air content(percent b volume of concrete shall not be less than 5%or more than 7% WALL FRAMING Table 5.11 Wail Sheathing and Cladding Attachment Requirements for Wind y ) 1. Instal freblocking required as per Section R-60:2.6 and drafts+opping as_-pper Section R502.12 of the Wiring shall be permanent and without disconnecting switch other than thosenequiredfor loads-Exposure B Residential Code of New York State. ova urrent protection. Smoke alarms shall be permitted to be battery operated when To Plate to To Plate Face Nail (2)16d Common Per Foot i an Second Gus83 90 100 110 120 140 ISO STEEL NOTES D Fire stopping shall be provided+o cut ofF all concealed draft openings(both horizontal and vertical)with installed in buildings without commercial power or an on-site electrical power system or in Thwmd5 a1:11't 130 b IiL Idin s that under o repair, alteration h e of occupancy,addition or relocation in To Plates at Intersections Face-Nail (4)16d Common Each End FMAC UTRALSHFATHING 1 All Steel shall have a minimum Fb of 24,000 p.s.i. 2" n0mimal lumber or 2 thicknesses of 1"nomwr nominal lumber th brokettlapjoin+s or other approved material. g g R 'c-ng E F E F E F E F E F E F E F E F accordance with Appendix J. Stud to Stud Face-Nail (2)16d Common Each End 2. Ali Steel shall conform+o the latest A S T M specifications for A-36 steel,_ Pipe calumnyhall conform to A.-S.T.M.A-53. g.a1 g 8heethinplaatlon' (,m-hn,o.c) Mu,mum Ndl gpacing fir 8,11-Neds«IOd Box Nails finchn,o.c)' rp, FLASHING/CAULKING NOTES Carbon Monoxide Alarms Header to Header(Face-Nall) 16d Common 16"o.c.along edges 2 a 12 a 12 a 12 a b 12 a 2 a II a Z 1 Provide metal flashing where frame lumber is in contact with soil or concrete Provide hi (in ind)metal '^'rn°=�^° la c 12 a 2 a 12 a 1x a .2 6 12 a ,z a z O Carbon monoxide to hall be installed in the followin locations _+ a ,2 a : a 2 a 2 a 12 a 12, a 1= a Iz fleshing where tops of roofs intersect vertical wall surfaces. Provide metal step flashing arond all chminevs, g To of Bottom Plate o stud End-Nail (2)16d Common Per Stud � 12 a 12 e : a : a z a 12 a 12 a 12 a 12 "" 1. Carbon Monoxide are required on each level on which sleeping spaces are located « la a 1: a z a 12 4 ,2 a 1: a 12 a ,2 a 12= FRAMING skylights and where sides of roof intersect with vertical wall surfaces All metal flashing shall extend up Bottom Plate to Floor Joist, Band Joist, End 24 a 12 a 12 a 1z a 12 a 1: a 12' a 4 12 2. On anys±pry where (2) n.fLeL-fired appliance es nd equipment,solid fuel burning 16d Common Per Foot vertical) of 4"from roof unless otherwise noted. Josit or Blocking (End-Nail) i COARDSHIF THTNGa,LAP SIDING W 1._min MUM site+o be(2)2 x 6 with 1/2" CDX P opd Flitch plate unless otherwise noted_ y appliances equipment replaces or attached caraces are located_ 5a"mmgsue Rafler?rvwgp"ang MmnnumNumberof80CommonN",hurlW bxNmis 2_ Flash,caulk and seal all functions of new and existingroofs,oofs walls and penetrations to form a watertight Ixa or lx8 sheeWmg 12-24 2 z2 2 2 2 z 2 assembly. f Ixlo«v ar sne.min ¢-24 3 3 3 3 3 3 3 3 D All exterior lumber and/or lumber with onc masonry/crete shall.be pressure treated(ACO) fns less otherwise noted. When more than one CO alarm is required to be Installed within an individual dwelling unit FLOOR FRAMING the alarm devices shall be interconnected in such a manner that the actu atruion of one alarm pE Nail apacing inteledgecaap VENTILATION Joist to ill To Plate or Girder Face-Nail (4)8d Common Per Joist F N.,ap«nga,omnnm,aterapF«ammeF�elfield(in) i 3. All wood Aubfinors;-shall be 3/4" pl�mood to clued and nalled to ' ts. will activate all of the alarms in the individual unit The alarm shall be clearly audible in all F«,,,I,abemmgwtm,n,rMalmae««,,,ux,inn„aj�,dga,«,a,„kuma,,,,,,,,;,am",nshall aeed Ventila+ionRegured Tabuaudl2nho.c.nadryamgeaeumaahealh,ngetehdroMudgamngmemamthGaaau -mu42<c<o.49.mana,lpehg bedrooms over backround noise levels with all intevening doors closed, Brid in to Joist(Toe-Nall) (2)8d Common Each End m,hne<a«dmamrh n.e. Y 4. All wood frame openings in floors roofs ceilings shah have a rminlmum double"trimmer and header"framing unless otherwise noted Enclosed attics and enclosed rafter spaces formed where Ceilings are applied directly to the underside of roof F«ax b p.nalaangg.N.nadaaxmila�alha..- �+a� ad� Blockin to Joist(Toe-Noll) ( ) Tabu aea^,n anae�g...0 ne.s,wine oaaamexpoeart s. 2 8d Common Each End m � rafters shall have Cross ventilation for each separate space by yen+Ilating opening pro+ea+ed against the_ All CO alarms shall be listed and installed in accordance with the provisions of the 5 LO e s shell have minimum double stud posts at each end. entrance of rain or snow Ventilating op_,_e_nings shall be provided with corrosion-resistant wire mesh with 1/8" Each Block Table a.aA Rafter and/or Ceiling Joist to Top Plate Lateral and Shear Connection C9 W O .5. All wood p nine p Residential Code of New York State and the household fire warning of NFPA 72 I skin t Sill or To Plate(Toe-Nail) (3)16d Common Requirements-Exposure B minimum to 1/4" maximum openings. (Prescriptive Alternative to Table 3.4) Ledger Strip to Beam Face-Nail (3)16d Common Each Joist W G, All hanaina-woodJoists_and rafters shall be supported with steeljaist hangers. Power Source ,00 uo I:lo ,30 ,,, ,� p Minimum Area Those Second OW Wind Speed(o,ph " Carbon monoxide alarms, carbon monoxide detectors, and alarm control units to which carbon Joist to Led Ledger t Beam (Toe-Nall) (3)8d Common Per Joist N I«nberoradcammooxaIsml0d fNals(Toe- ijed) Z (� Q Z The total net free ventilating area shall not be less than 1 to 150 of the area of the s ace ventilated, "'""�'°g'°" god W 3 Q 7 When joist hangers are in contact w/AC 1 joist hangers an fastners only g P monoxide detectors are connected shall receive their primary power from the_building wiring, spuing(in) Hight(ft.) Requi ed nEa hRefle eMo Ceiling lol"tt(Top P,tae Coppet 0n and shall bee ped with a bane back-up system that automatically provides ower from and Joist t Joist End-Nail (3)16d Common Per Joist g z z 2 2 3 3 3 a Q Q quip, battery P ys y P p 12 la : z 2 z ! 3 7 3 L2 Vent Clearance U Q Q 8 All roof and wall sheathing shall be 1/2"CDX Pywood• one or more botterieswhen primary power is interrupted. Wiring shall be permanentand_ Ban Joist to Sill or To Plate Toe-Nat (2)16d Common Per Foot g 2 2 3 3 4 + 4 U A minimum of a 1" space shall be provided between the Insulation and the roof sheat» gat+he location of he-vent- without a disconnecting switch other than those required for over current protection. la ° 3 z 3 3 3 4 + + SCALE S. All wood Poor joists.and�lat_roaf rafters spanniing 10'-O" or greater shall be provided w/bridling at mid-span or at no greater than G'-O" ROOF SHEATHING za g 3 3 ` ` 5 3 5 s 10 3 3 4 4 3 5 5 a .1/ " 1' Presenpave Ivmrs are bused on esaum,aiow h Table 7.4. intervals. GLAZING Exceptions = Tabuknd co me on mryi emeob saeumeabuild ng loeatcd in F.xpoem B. i S etur I Panels See zone iia ram , .vbrn«Bmgwianaare�.Ialleapm,Heltnnnal.,meelnnortbeloe-n.ueine�+grand«i)�g;«,ta,,,,lequa,nrexcadme // 1. AIII glazing shall conform to 8308(Gi g)of the Residential Code of New York-State 1_ Carbon monoxide alarms and carbon monoxide detec+ors installed in a building or structure tabulated-beranalaD%p"irea. n «-""' 10 Provide double floor oists under all aralllel walls above. Tn.wia+phnmg.nomoem. 2loon.ilaahaobeinaallaineac aide-fl"' r;oa.nenr tenaaaa2x4bp j p without an electrical power source shall be battery operated. Interior Zone 8d Common 12"oz. p,k line 1 inrachaienwbenraarneatoo2xaleppmrc. �0 r `�,W r..• WINDOWS Perimeter Zone 8d Common 6,°•c• Table 5.5A Top and Bo**-•s ria a to Stud lateral onnections for Wind Loads Jv5 hw9, 11. Install steel strapping at all framing members as required. All windows specified as an egress window shall meet ar exceed the requirements of the RSCNYS(Section 310 2. in buildinogs that undergo repair, alteration,change of occupancy, addition or relocation in Expoasore B Q Min. Openina Area=5.7 sq-ft, accordance with Appendix J,carbon monoxide alarms and carbon monoxide detectors may be 8d Common 4"O.C. fr+escriptiveAlternative toTable 3.5) w;g 12 All top plates in wood frame walls shall b ion wa_Ils if possible. Min, Opening Height=24" battery operated,cord a or direct plug Thns,Swoodaa,Wind Speed(mph) 95 vo loo n0 u0 130 n Cu CEILING SHEATHING �.M1a1C«nm "° 150 Min. Dpeni Width=20" 13 Dimensional lumber+o be Doug Fir#2 or better,(Min, Fb�1-a_QO E=1 5 x 10(� Sill Heght-44" Max AFF stud spa iagon) wellNei�I(flJ "`q""" Natmr4)RaxNedwpaswrol'late -Don fid, C9 Gypsum Wallboard 5d Coolers 7"Edge/10"Field g 2 2 = 2 2 2 2 �O 0 061 to 2 2 z 2 2 2 2 A 'b 14 Laminated Veneer Lumber(LVI ;� have a min Fb-!2"Sso and an E=15 x 10(c) DRYWALL NOTES WALL SHEATHING '2 2 2 2 2 2 2 2 2 DWG. 12 14 2 2 2 2 2 2 3 Tvpivv�al$ Bathroom Walls� Ce'ilinas A 2 2 2 2 2 3 3 DETAILS Structural Panels 8d Common Edge/12"Field R 2 2 Z 2 2 2 3 2 10 2 2 2 2 3 3 3 15, All shims under cellar girders+o be steel only. 1 Provide 1/2" mold$ moisture resistant gypsum board to all walls$ceilings, Including oil bathroom walls and ceilings12 2 2 z , 2 2 2 2 Gypsum Wallboard 5d Coolers::j7r"Edge110"Field 14 2 2 2 2 3 . NOTES and any wet areas All gypsum board shall receive one coat of tape and three coats of joint compound minimum. 16 2 2 I 2 2 2 3 3 Bolts In Wood FromIna All walls ceilings and a_ledges-to receive file or stone shall be set on 1/2"Cement board 1. All bolts in wood framing shall be standard machine bolts w/standard malleable iron washers or steel plate washers FLOOR SHEATHING Subfloor 1a z i z z 2 3 3 3 I 2 3 3 a 20 Z 2 2 '] 3 1 4 4 g 2 2 2 2 2 2 3 4 4 DWG. NO.: Structural Panels 10 z 1 - Garage Walls Ceilings 12 2 z 2 2 3 3 3 4 D Steel p�was-her sizes shall be as follows: D Provide one layer 5/8"Type-X sum board to all wales and Ceilina5_of_alI attached garages and room a 24 14 2 2 2 3 3 3 ` ' y gyp 9 nalosing- 1"or Less 8d Common 6"Edge/12"Field la 2 2 3 4 s a 1/2" and 5/8"[)!am- bolts- 2 1/4"sq.x 5(16° heat producing equipment. Provide one layer 1/2"Type-X gypsum board at all interjor house walls common to lE z 2 3 3 3 4 5 e b-3/4"[)'am, bolts 2 5/8"sg x 5/16"_ Greater than 1" 10d Common 6"Edge/6"Field zn 2 2 3 4 ' 3 b acro aes Provide one layer 5/6"Type-X gypsum board over al heat producing equipment In ail unfinshed open ; Rescriplivg)imitseeyesedonessumppooeiaTable3.5, 3 Each bolt hole In wood shal be drill 1/16" larger than diameter of the bolt. cellars. Note: Maximum wall height 110/120 mph zone, Exposure B Spacing @ 16"o.e. Tabuletedfaming loads end connec ion rap vttncn4 shell be pain inedbbe muhipl cd lry 0.932 r«tiam ng nab alai with)n g het of cane,. Amml is 14 feet,see Ian for additional s ecfcation if applicable. 7abulatcd framinglads assume abuilding Iota ed in Expoaurc B. 4 For all anchors se�pical details. P p pp [PAGE 2 OF 3 N 00 IT 00M M Railings to comply with R312.1 8312.2 See Notes on A-1 for Full Description 2 x 6 DJ @ 16" O.C. t Ex. Front Porch Treated 4 x 4 Post On PB Post Base 8" PC Wall On 12"Diam PC ". 22 10" Post Ftg 36"Deep Min(Typ) Railings to comply with 8312.1 R312.2 B" Bedroom r n A-1 f I �'. See Notes o or Full Description ,�, &• ., (2)Treated 2 4 8 Hdr Simpson HD-3 Holddown #3 Bars 24" O.G. Simpson HD-3 Holddown 22-2 Ke Living Room Flood Vents Use Smartvent Model 1540 Closet Placed 12'Above Grade 1 #5 Bars Horizontal Closet reated 2 x 6 LedgerLagged I I to Foundation TECO DJ to Area to be Vented 676 SF Simpson HD-3 Holddo n I Smart Vent 1540 200 511 I p HD-3 Holddown 1 I Ledger Simpson 1150/200= 3.1 Vents i i Q New 18"w x 24"d PC Grade Beam I I Use 4 Vent ( I A Z ew Beam Pocket8 x 15 Ste e eam Bedroom O W I - - Wo x New Bec 11 Pocket I I /8 AnchorAB Chance 555 Helical Pile Q Bolt(28" C.Max) I ( 12-10-8 Hellix 10 Ton Ultimate pa II X � Capacity Min 777=1 r- xLi I Ln N I U3 U3 I Kitchen u i i I Grade Beam Detail Bathroom Scale 3/4"=1' b I I 4"PGSlab I I I I b I Simpson HO-3 Holdd New 8"n I i i i Simpson HD-3 Holddown PC Wall 1 1 I I Q Railings to comply with 8312.1 $ R3 2.2 See Notes on A-1 for Full Descri tion x r Keyway in Grade Beam Floor Plan W r� 3'-6" ( I New 12"Diam PC Pi on , f AB Chance 555 Helical Pile I 24"x 24"x 10"D P tg � I 12-10-8 Helix 10 Ton Ultimate U I I i I Capacity MinZ rT� z� W 2 x 6 DJ 016" O.C. ( I , New 16" x 24" I i Simpson HD-3 Holddown New 18"w x 24"d PC Gra a Bea I PG Grade Beam F--� ——New earn acket a I AB Chance 555 Helical Pile w10--"1 -- -------- ------------- 12-10-8 Helix 10 Ton Ultimate 4 Treated 4 x 4 Post Capacity Min On PB Post Base On 12"Diam PC ►��1 Post Ftg 36" Deep Min(Typ) 22-2 Wall Foundation Detail M Scale 3/4"=1 Foundation Plan 0 Ga Simpson HD-3 Holddown H a U U O U W W Q a Prop. Ridge EL 24.67 Ex. Ridge EL 21.67 W10 x 22 Steal Beam Ex 3 x 8 FJ 1/2 Anchor Bolt min " Embedment Uj One Each Side Z 0 Steel Beam ~ ® ® 1//4" Plate Flange W Copper Termite Shield Use 3/8" Bolt w/nut and washer Rim Joist Prop. FF EL 12.2 Treated 2 x 6 Sill L p New Cana Block Found � � Fill Voids Solid #5 Bars Vert 24"O.G. \ BFE+2 EL 11.0 Simpson PA51 Strap Holddown (S) a J 12"Diameter Concrete Pier Ex. FF EL 9.2 New 12" Diam PC Pier #5 Bars Vert w ' FEMA BFE 9.0 2 Inch Min Clearance Z A A 3 A W C7 w U 01 01 U Avg Grade EL 6.0 SCA LE r7Ex..2 x 8 FJ . ,1 4' = 1 New 18"x 24" PC Grade Beam 24'x 24'x 10" PC , Col. Ftg w/4"Steel Col Area to be Filled to Grade New 36"x 36"x 10" d � OF ��Y .- PC Pier Ftg J� q New 36"x 36"x 10"d Kik v ' PC Pier Ftg = 3 A5 Chance SS5 Helical Pile o AB Chance 955 Helical Pile 12-10-8 Helix 10 Ton Ultimate �� 0 Steel Connection 12-10-6 Capacity Min Helix 10 Ton Ultimate 0�7006-° 4A Capacity Min WG. Detail PLANS 10 Ton Capacity C Pier Foundation Detail Helical Pile(Typ) Scale 3/4"=1' DWG. NO.: Schematic Section Al2 PAGE 3 OF 4 d- N 00 00M M u S i Prop. Ridge EL 24.67 1 e� oz � o Prop. FF EL 12.2 BFE+2 EL 11.0 Ex. FF EL 9.2 iv FEMA BFE 9.0 i9 Avg Grade EL 6.0 Front Elevation Rear Elevation Q O x H 0 UZz o � W W � ZQz O � M z pa 0 i~ a u z v O w W Q a 0 ffI'll' \11J >w ® ® Left Elevation Ln Right Elevation w w �- o � Q Z Q Q 3 A w � U 01 01 U SCALE 1 4�1 I OF .-- / n fiys�c 006-A, icy DWG. ELEVATIONS DWG. NO.: A - 3 PAGE 4 OF 4 o� ABBREVIATIONS . Classification/Floor Area Q Floor Level Existing Proposal Total .� ACQ ALKALINE COPPER QUATERNARY LVL LAMINATED VENEER LUMBERH IN , ig ACT ACOUSTICALTILE MAX MAXIMUM / _ j Cellar (Finished) O O O - O 1907 Sf T AL ALUMINUM MIN MINIMUM ALT ALTERNATE MRB MARBLE - - - „ ,. ,- � {{ , , . ., �. -0 1st Floor 1907 Sf AFF ABOVE FIRST FLOOR MS MARBLE SADDLE ASF ABOVE SUBFLOOR M METAL (7 ' i; -= t' TL a� i 2nd Floor O 1214 Sf � A.S. ALUMINUM SADDLE NA NOT APPLICABLE ' U'' � Y �- Total 3121 5f O 3121 Sf A.P.B. ANTHONY POWER BEAM NIC NOT IN CONTRACT B.C. BRICK COURSES NOM ._ O NOMINAL 2 ;G,~a, "' - :� -- ...._ - o Garage O 490 Sf 490 Sf BD BOARD NR N07 REQUIRED 0 i ,�r } - . " J BOT BOTTOM NTS NOT TOSCALE 4. r=?'' �I_ CG':Si !:CT'' `J ;"US Front Porch O BLDG BUILDING OC ON CENTER CB8 CEMENT BACKER BOARD OCC OCCUPANT(S) 4�� SL C✓'1PL_i P � �,.G � Rear Porch O O O ,LL CL CLOSET OH OVERHANG _ CLG CEILING PART. PARTITION YO 1, r`� '`r C`: T`F` �C' `'r"'��`t°A,� Decks O O 0 (�R ` RETAIN STORM WATER RUNOFF ' YVitll 3t�{�i„ f �� ..,�;..:=;,J�Y';!"r l_L I'a�.:R �s CLR CLEARANCE) PC POURED CONCRETE 11-,)R ^O;y SUCTION cRf<OR& PURSUANT TO CHAPTER 236 .. COOF THE TOWN CODE. L COLUMN PT POINT -- CONC CONCRETE PKT POCKET CMU CONCRETE MASONRY UNIT RAD RADIUS �r ® Z 1 CT COLLAR TIE REQ. REQUIRED :1'a '�t .� +:a � �� O CJ CEILING JOIST REV REVISIONS ' s r- IS ` ` °'' P -.�- .-.� a - CANT CANTILEVER RM ROOM ( ) " � � ��� y.� CMD CARBON MONOXIDE DETECTOR RR ROOF RAFTER fir' Ol�T CERTIFICATE DIA DIAMETER WR REMOVE AND REPLACE ('► R^+ %° ,•. DIM DIMENSION SEC SECTION �..%� v����iVVi � �, •f,. ,.. n..; .j,, . _ ; O DR DOOR SF SQUARE FEET � W � DTL DETAIL SIM SIMILAR _ DWG DRAWING SQ SQUARE V Q N DOWN 57L STEEL � Q EA EACH SD SMOKE DETECTOR _ ,-,r �,f4'si I •.y'.�iF• EL ELEVATION STD STANDARD EQ EQUAL 7C TOP OF CURB -- EX EXISTING TEL TELEPHONE it th drattyj,-,a 1-5 EXH EXHAUST THK THICKNESS D ES I r2Ns R301.2.1.1 (2007 Residential Code of New York State) EXT EXTERIOR TOS TOP OF SLAB EF EXHAUST FAN TX TOILET EXHAUST Design Criteria Construction in regions where the basic wind speeds EW EGRESS WINDOW TXF TOILET EXHAUST FAN exceed from Figure 8301.2(4) equal or exceed FC FIRE CODE TYP TYPICAL 110 miles per hour (1771.1 km/h) shall be FO FLOOR DRAIN TEM TEMPORED SR designed in accordance with one of the following: FIN FINISHED) TEMP TEMPORARY N FLR FLOORING) UON UNLESS OTHERWISE NOTED 9° FPSC FIRE PROOF SELF CLOSING VIF VERIFY IN FIELD /S3 FT FOOT(FEET) WC WATER CLOSET o 01 Pians have been designed American Forest and Paper Association (AF$PA) FJ FLOOR JOIST WR WATER RESISTANT 9S, in accordance with: Wood Frame Construction Manual for One or Two q GA GAUGE v`' E Famiy Dwellings (W.F.C.M.) 2001 0 a GALV GALVANIZED / "'T GFI GROUND FAULT INTERRUPT \ / (0 e,;` ` r GL GLASS � pro + CLIMATIC GEOGRAPHIC DESIGN CRITERIA: Table 8301.2 � GWB GYPSUM WALL BOARDS Wind Exposure Category: B O HC HOLLOW CORE ow OGo �o aryl .0/ { +. Ground Snow Load: 20 PSF Cn HOW HARDWARE Wind Speed: 110 mph 3 sec Gust w fi, HM HOLLOW METAL o +. r� HOR HORIZONTAL \ 6 �y�°� U° yt �_ l?� (90 fastest mile) \.J O HP HIGH POINT d�� Jtiti r`� 5.e O W z \ S s ��� o G� nQ , Seismic Design Category Exempt z w HT HEIGHT G i SO, + H HVAC HEATING/VENTILATION/AIR CONDITION 438 O G \ �cnWeathering SevereIN INCH INT INTERIOR 9 ° f63 ,' ' o � j pFrost Line Depth: 36 Inch es INV INVERT o \ �� ? o v, p + ' 42 a/ W I—•� JT JOINT S� s� �ti5'c P`P�° Termite Infestation: Moderate to Heavy KIT KITCHEN �"�o� �o \` S� � 5.84 eG�"s,��!�� E Decay Probabillly: Slight to Moderate w LAV LAVATORY o \ '� O^ �� 4,0 ' N � cow `� s�- �0 F �; Winter Design Temperature: Suffolk 11 Degrees r� �'•� Ice Shield Underlayment Required s and Perimeter \'oValleO ,� Flood Hazard \ LIS b� �� R 0� Air Freezing Index 452 M � ��G� MIN. DESIGN PRESSURE DP RATING: z 6\4 / - 0`0 0, QO Windows ZONE 4 DP 25 [� U \ ���S� 0 �� 0 I &Doors ZONE 5 DP 30 z ZONE 1 DP 25 U O \ ZONE 2 DP 30 w U t N w 0�� t0e2 ZONE 3 DP 30 A LL y n ZONE 1 DP 20 / \ 47 � � w�"�o� ZONE 2 DP 45 0 Legend \\ y� \\ �J ZONE 3 DP 45 \ o S \ 0 ``l Existing Walls to Remain ao6,Lo�` r •f Existing Walls to be Rerriov6d ; c s'o ✓ 'p ✓._� �l1 :_ �_,.s� 71 New Walls and Par; 01, _ - - Insulation \ SDs,- \ rt O Goble Interior ~" \ Wall © Zone Door Edge Perimeter Zone E3 Zone W Window -- r- Structural Beam Minimum Uniformly Distributed Live Loads: Table 83015 L USE LIVE LOAD DEAD LOAD LD Outlet Exterior Balconies GO psf 10 psf Ln GFI Outlet �FI Plot P l a n Decks 40 psf 10 psf p Scale 1=30' Passanger Vehicle Garages 50 psf as per plan w ATTICS without Storage 10 psf 10 psf SwitchATTICS with Storage 20 psf 10 psf z q A 3 A Ceiling Fixture ROOMS other than Sleeping Rooms 40 psf 10 psf aq d Sleeping Rooms 30 psf 10 pef w U A A U Exterior Fixture Stairs 40 psf 10 psf CALF: 48 Guardrails and Handrails 200 psf 10 psf 1/4" = 1' 12 psf for Attic N Smoke Detector Live + Ground Snow Load 0 20 psf 15 psf for Cath G cHkv y OJ ALLOWABLE DEFLECTION: Table 8301.7 CO Detector O '' N Vent Structural Member Allowable Deflection �, tis �o Rafters having slopes greater than 3/12 with no finished F 0770 6A w Vent/Light n,t ceiling attached to rofters x„/180 ORpFEsg%0N*� Interior Walls and Partitions H/180 AME: Ceiling Fan Floors and Plastered Ceilings L1360 All other Structural Members L./240 V Exterior Walls w/plaster or stucco H/360 SHEET Exterior Walls-Wind Loods(a)w/Brittle Finishes L/240 Exterior Walls-Wind Loods(a)w/Flexible Finishes Li120 DWG. NO.: Note: L_ Span Length H= Span Height a. The Wind Load shall be permitted to be taken as 0.7 times the ciiiiiiiiiiiii;i g' Component and Cladding loads for the purpose of the determining deflection limits herein PAGE 1 OF 3 DECK/PORCH RAILINGS TABLE 8400.2 MINIMUM SPECIFIED coh1PRESSNE STRENGTH OF CONCRETE N GENERAL CONDITIONS 1 All work AhnIl ine546rrn to!2n1n Rette,lelpittiml Code-of-New York-I;tjntg line-Al SuIldra I$Zeinima(7ndpat Framn Continue R312.1 Guards Reaulred TYPE OR LAC MCN OF CONCRETE CONSTRUCTION Strapping Details 4 Porches (conies cr raised floor surfaces-locatedmore than 30"above the floor MINIMUM S�EGIF'ED COMPRESSNE d and the New York Sate Energy Cons rvatinn .od_ All Codes shall supersede the drawings and shall1A 1501 or grade below shall have guards not less than 36"In helaht. Open in sides of stairs sTRENGT'Ha(fa) 82 hn Irtnarpnrinted Into the drawinl2a; whether they arc I e!a+e'd on the, le1n.Or mint- 11 Shall be of structural arcde steel with a total rise of more+hon 3d'above the floor or rade below shall have guards wast er1mg Poterrob LSTA Strap Install 16" On Center ,I not less than 34"in height measured vertically from the nosing of the treader wgugrol. Mod.rat. savor. � 0 2 -antra for shall -h .k and verify ail dimpnsionn not s nrid nnditione of thesit beforeany construction 2.Washers shall be placed under the head of baa bolts bearing on wood,le=ath Of baa bolts Bosemen+wall.,foundations and other contrera nor exposed to the weather y work Is started The C.nn+rmc+nr sh011 notify the Architect•Of any digcrepan .i Or .omf icts in the drawings shall be a minimum 2/3 depth of members being bolted toge+her- 2,1500 2600 2,500c at 8312.2 Guard ODenlnal Limitations r Baement slabs and Interior dabs on grade,except garage floor slabs 2,1500 2,1500 2,15004 Required guards On apes aldpa of stairways,ralti d f n�r areas, halconles and op rrhor e hP+hp full req anslbill of+he Cami•raetnr,to correct_ Basement walls,foundation walls,et+erlor walls and other vertcal aonaera (�`yj` I Altering Structural Members shall have inti ,media+ rolls or Ornnm ntal clan Jr n+ha+da not nIIOW pTeSn_ Pq�af a work exposadtotheweater 2,1500 9,000d 9,000d e a �+ 1. No structural member sha11_be omi+hted,notched. cu•F. blocked out or rElotAted without ° 3_ Ce)m+rnetor shall locate fF stake aut ail existina li nderar°und utilit ps prior to any cavation Th utilities shown sphere 4"or more in dnameter_ Porches,carport slobs and at"«posed to the weather,and garage Poor slobs 2,500 a,000d 5,1500. _prlar approval of the Architect. Do not alter sires of members nosed without approval on ti1P plan arm nn npproximn+e location Only of+he Architect. For SI:1 pond per square inch.mB915 kPa. ="y.± Exception 4 Ceintrinctor sheill he resporolhlp for mrroriging nil me_,,1Aodh!3ry perri nrid'mripecti6ns, includima CoortiAe-ate of l0re-upam (C-O-) Thin+rlmnaunr opprimar formed by+hn risar,+ranel mind bot+orn i Of in aunt-&&+HP elps'n a.Strength at 08 days eel. L d - Uiit-up Beams siAe of a stnlrwa dry rmi++ad to b" °f s,.h n el that a S here A"canna+ adis b.?ee Table R90!.2(>)for wearfiarin otennd. ., `•' m1 ase a+h_rwis - not-d_ 1_ Built-up heams or ioigts formed by a multiple of 2 x m -mb -rsghall be Int-r.ann ct"d Os£allows y p p R� g p Simpson Strong-TI l' "_ a_ Members 12"and leas in de lue and internal w/2 rows 16d nails at 12" a.Concrete In these locations+hot may be subject to fi•aezing and*owing during aerstruaton shall be alrrorirained aonereft 5 Written dimenalons shall hove Preder ce Over s.al d imenainns and for e,r shale details shall have pr .-d.n ._ over small r �g In accordance with Footnote d• H2A Rafter CII Rafter to Rafter P pr G Rafter to Top Plate , ''a _ nna I y.'t•1" scale Retails/drowingn_ Drawlnae are no++o be c .al -d HABITABLE SPACE d.Canasta shatl be dr•ent alned.Total air eo M m(percent by vdume of coronets)shall be par less Phan 15 percent o moa CQn ne_(i IQ�_De•�all r g " �� Iran 7 percent. cr.�.- C61`1M Detail '`fI� 1. Al habitable spaces shall conform to the following sections of+he R_std ntial od `~ a diameter machine hnl+a at 24"O-c_ e.See Seaton R402.2 for moxlmum aemem 1hci materials con+tmt. Any d-viatiam from the Architect's drawings rm1st b s dbmitted to the Architect in writ ng for ap rp oval of New York State: R303 Light. Ventilation and Heatina f.For garage floors with a steal trowel finish,reduerlam d t+a total air Content(percent by volume of concrete)to not less+H am `'" CUtI I of Beams. Joists and Rafters 5 percent Is perml-red If the speclfed cc-•preulw e+rengrh of the concrete Is Increaud to not loss than 4,000 pal. 7 Cnn+r•nctor shall he respansible for°den li a+ely bracing a;rd rotectina nil work durina c°nstruchion against damaae brenkengp P3 Minimum Room Areas '''"'.' 1. Cutting of wood beams sts and rafters shall be limited to cuts and bored holes not deeper '''%f J'_ rnlinp�„1Jistar+lnn and misalignment nccnrding to aonli.abler standards and good rpm? a *� p 8305 Ceiling H2ight than 1/6 the depth of the memberand shall not be located in the middle 1/3 of the_span. Notch Hes ulp. 8306-Sanitation TABLE 8403.1 MINIMUM WIDTH OF CONCRETE OR MASONRY FOOTINGS Qnchesb depth of the ends at+he member shall not exceed 1/4 the depth of the member. Holes bored or 8_ All work shall be pe^fnrm -d in a first -iasA mann -r with all new materials_ Cnn+rtichOr shall provid ?rlulpmon± labor and 8307 Toilet,Tub and Shger Spaces mat riots ire._awry for the_ prop r e o.,tion and timPiyLompletinn of the work Cc tractor shall be rerppnaible for all materials -out Into the to nt shall not be claser�han2_inahes to the+ip�rJbattom of the Joints and the G Ta �p diameterof the hole shall not exceed 1/3 the depth of the oint- The Pension side of beams oists LOAD-BEARING VALUE OF SOIL(ps Use every other nail h e ENGTH O and equipment ment stored tit the site_ p J `- EMERGENCY ESCAPE E RESCUE OPENINGS 8310 fl cod°erre uired nimildi+hg _and rafters of 4 inches or_Greater nominal+hicknessshii at-be notched,except at ends of 1,500 2,000 3,000 £4,000code-required murn r • '-+ Conventional Ilght-frame construction 12 CS20 Q members_ spacing for Halls I 0 All -e5mtrac+ore and their s,b-.nntreictora shall r.°rry Insurnn. -that will prn+ec+the Owner and the Architect from claims from and Ras., -Dpenins S Ich openin sg hall Open dly into a public atre t p Ibli it allay yard Or court 1-story 12 12 12 12 din naps for rsonal i Irl les, In.l Jdl „which may°rise in connection with+his rrp niec+_ Wh -r bnq m pts .on+nim on or mor- sleeping roams PmergemcvAarenq shall b. r mired in enrh room 2' Ory 15 12 12 12 0 Pipes In Stud Bearing Nails or-Shear Nails m 3-story 23 17 12 12 0 but shall no+by req Tired in 'olnjna ar_ns of the has-mt"n+ Where, mora y and roe..fle a ening«ni 10_ Contractor to Indemnify Arnhit a+and Owner and hold harmless_ 1. Notches or bored holes to studs Of bearing wills or partition shall no+be more than 1/3 the CL � C depth of the stud_ prnvlfjind they rheill heivin in alll hglaht of mot moinro than 44 inchoor nbe5ve,tho,ftne5r- Where,+his door alp41nch brisk veneer over Ilgh+frame or 8-Inch hollow concrete masonry SPAN w having n thr-ahold below+hp°c�la_rent around el_vation sery-e tin MM pm rat'i,es�p nne_d rps�,opening 1-story 12 12 12 12 C52o 0 V) 11 The Arnhitect Is not responsible forconstruction m _ons methnds tarhir I -G, sPgi pnrpa pros -d Ir s or for+h" snfeiy pry and is provided with n hulkhend enri°sure,shail camply with Section 31D"� Th not .I ar o Hing 2-s'1'°I•y 21 16 12 12 �) >- and prnarnms in emmmection with thio pr�glaint Bridging and Bloekina dim .minas r-quired by this sPgtian shall be obtained by the normal npernti°n of the ameraeney�p� 3-story 32 24 16 12 • GY Q 1. There shall be not less than ane lineofbr�dging in every fi'x-(G £span in floor,a+tc and roof t- M •- rase-ue from the Inside_ Emer�aancy.snap and r arup npeninas shall open dlrecHy in+n n publla way Or to a B-ineh solid or fully grouted masonry C52o 12_ All constructian with the 110mph and 120 mph three ser-Ond wind speed regions(Masao 1 �-S Jffoik Co nti-s) shall be in conformity framing. The bridalna shall aansis+of not less than 1 x 3 Inch lumber doubled nailed at each end .o _.yard Or cOur++hn+qp n�public wavy 1-story 16 12 12 12 Provide minimu- 12" with theAmari.nn Forest$ Pin r Asag.ia+i°n ( �2001 WooA Frame Construction Manual -o>•of equivalent metal brad of.allot rigidity. Midspan bridalna is mot required for attic or roof 1.1 Minimum Opening Areas-All emeraaenr_y oarzre an� d rescue ppeninas shall have n minimum pat clear 2-story 29 21 14 12 end distance framl is where�oist depth does not exceed 12 inches nominal Opening of 5.7 snu°re feet 3-etory 42 32 21 16 ),o. 1 Equal numdber 13_ All c°ntract°rs shall bP lieensed and insured specific nal Header to Studs 2._Block solid at ail bearina supparts where adequate lateral support is not otherwise provided, I In each end /1.r1,s5 For SI:1 Inch c 25.4 rtlm,l pound per square foot=0.0479 kPa. C Cf_ll_IPc"I ion Dotal l 14 Conirnc+or to Obtain Owner's a+Architect's approval for all m°torials finishes and equipment prior+a p Jr.hemIna�Jipmarl Rlotk ail stud walls at maximum intervalegof_A feet with minimum of!2 x solid material with 14 Opening G°mm+rainte- Emera nary p .np. and r ec 1_ o pingo shall he operational from the inside and mn+erinis tiro+O by Inatalled per nromAa,^�hJrer's written sppcificn+°ns_ baht ITInts. of the room without the use Of keys,+aals ar special knowledae_ a.where minimum footing width le 12 Inches,use of a single Wythe of.olid or Stud to C✓tlJd fully grouted 12-Inch nominal concrete masonry units is permitted. CQ0=4 .On i etoiI CS O C O 15 C_onirnctnr shall keep+h sit Inn and fr of debris- 3_ Provide 2 x fires+ops at midpoint vertically of stud wall. 2- Win&)w Welle,Thn mrlmlmiurm Ircrizontcl cran of+he window well shall he-9 squarp faus-t with n rninlrinurn F projection and width of 36 Inches The area of+h window well shall nlle)w+he em rgemcyp_�popeningO 16 Theso drnwInan are,+1rpropP of+hP Arrhltpct and shall not be used without his camsent_ Drawings shall nn+b ,s_d for iss I� Plywood +O h t fully apenled" Of a building pPrmi�ag slaved Orel sealed by Lauia Achweir+z P E, 1- A l plvw°od shall be Doua-Fir or equal_ I+shall be,mnnufac+m d and Graded In nccordance with TABLE 8401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS-4 LJ!;;Product S+nndnrd PS 1-83 for Construction and Indus+ritil Pl)mnoei 3_ B Ilkhead En.IOqur q-B Jlkh "ad en"los Jr q shall provid" dire.t n..pas to+Ir - bas nr -n+ Th b Ilkh_nd r, Insure . a CLASS OF MATERIAL LOAD-BEARING Q 17_ Com+ractar+O follow all manufacturer's s.p_.ifir� radians,recommendaMans and installations on nil products used In this nrotec - Notify 2_ Each pllnvaod shoat shall bear the"APA('trod_mark with+he door panels in the fullyopen poaiiion shall provide the minimum ire+clear apenin�a reguIr�y ctlan ' . thin Architect Of an conflict hetes "em the lane and man Ifa.tur is eAfi ntinns, rprnmmPneintiona gird InstollaiHem de+ails riar+O 3_ All end aints shall be stn Bred and shall butt°Ian the nt r limas of framin members. PRESSURE (pounds per square foot) 1� Y p pe P- j -ag g A 8310.1.1_ Bulkhead encinsurPa shall also comply with Section 8311.5-8-2_ Installation of product on+his lac_t_ Ce3rltrnctnr shnil he respansible for correction Of tiny work that prevents+1rie -orr .t Installation 4_ The fore arain of tha,pl$n&and shnii he Inid a+right einalPq+o the joists and+rusaPs and np r> allyl_ Crystalline bedrock 12,000 Q Sedimentary and foliated rock 4,000 x gin s ._Pre ified_p_roduct nor shown on the drawinos. t°+h'p&I A-4 NERDY NOTES [-� 5_ Nails sholl hP placed 3/8"minimum from oda of sh is The minim,m nail pentration into framing Sandy gravel and/or gravel(GW and GP) 3,000 F,- 18 Mn+ch all existina rnnditionn ns they relate +o finishes ' hting nursing, dimensiony, halaht nlignm n+ etr Move and re (mote, rnpmbera chnll ho 1 1/2"for Ad nails and 1 3/8"for 10d nniis Sand,silty sand,clayey sand, silty gravel and clayey gravel Q an y,nar"amal_,Wrina lumbina and ductwork that may he ran. d-d in wnils or -Pilinae,helps revised to provide n complete job in all A_ All floors shall be nailed no; per nailing schedule_ (5W, SP, 5M,SC, GM and GC) 2,000 ELECTRICAL Clay, sandy clay, silty clay,clayey silt,slit and sandy silt �.Ta� rPgpEc�B- 1. All electrical work shall mmform to+he rules and regulations of the National Electrical (CL, ML, MH and CH) 1,5000 a 11 a U w Partitions �ode_Aes1dential Code of New-York State end Board of Underwriters and Its � Z rT� Q 1. General: referenced standard NFPA 70.200 rT� F�+-i Z a. Provide solid bloakinG at 4'-O"o_c. between the joist and first Interiorpardel Joist. 2. The electricaLequIpment and wirina shall_-be Installed In Din ardance with Chapters 33 F+-1 Zj b. Splices of the top and bottom portion of double tge plates must be staggered a min. thru 42 of the Residential Code of New York State. Q Q of 4'-O". 3. Electrical work to be Inspected by on approved electrical inspection compaw_ Floor to Floor F� H E-� EXCAVATION AND BACKFILL cC Splices shall occur only directly over studs. � � II-4 4. All electrical outlets in wet' areas to be around fault interupter(CFI)±vire. CC�nn�'CtIOn Detail 1. Contractor shall and stake out all existina u�_raro'und u titles prior to any excavation. The utilities shown on the_7lan d-L ap top plates at corners and Intersections. r4 are an approximate location. 2. Bearing Walls supporting One,floor or more: Single and Multiple Station Smoke Alarms � F+n/H a. Partitions must be constructed of minimum 2 x 4 studs spaced 16"o.c_ of twe lumbeIn Single gad mu.I.l a+atl°n smoke alarms shall b--Installed In+he followina Ioan+16mg: rT� P4 2. Excavate all areas Indicated on the drawings, All excavations shall be the minimum de�2+hs required achieving cleans undisturbed -speelfieet 1. In each sleeping room AILING SCHEDULE"B"(Wood Framing Construo+lon Manual 1-+W � � vraln soil with stable moisture a oil characteristics. The Contractor shall he respansible b. If double tap on+eofless than 2 2 x 6's or 2 2 x 4's is used-f=nJoistsshalLbe_centered_ 2. Outside of each - erate>eleepina area in the immediate vicinity of the NAILING SCHEDULE: Table 3.1 (WFGM) OUCH OPENING REQUIREMENTS FOR WINDOW OPENINGS �/ �j for motl�catlom of poor soll characteristics to the ArcKtectndshall mot proceed with the work until receiving instructions from the Archl+est. directly over and below bearingwall studs with a tolerance of no more than 1". _bedrooms. Note: This schedule does not Include nailing for metal framing straps(see section c_ Bearin stud walls must be sheathed with minimum 1/2"gyp_ Ind.fastened according-a for strapping and requirements section for rough opening framing ROUGH NOTATION Q g 3. On each additional story of the dwel,1a, Including basementsondt�llars but 3. The Architect has prepared the drnwinas and specifinn+Ions with an assumed bearing capacity cf 1 ton per sq-ft-and am assumedsolL mMmILA lterr's recommendation requirements). OPENING A B C D E F not Including crawl spaces and uninh;�ble attics. In dwelling.Dor dwelina units � characteristic of sand or gravel with minimum traces of_cVay unless otherwise noted. with split levels and without an lm+er e&ng door between the adjacent levels. a All nailing Is a general specification It applies unless otherwise noted. O 2'-C. 2 (1)2 X4 1 1 1 1 �'l"I � M Corner Bracing smoke alarm InstallPdon he_upperJlCYelshalLsuf�,ce for the adjacent lower level h- 4. All excavations for concrete anfootings shall b" m minimum of 3 ft below finished grade unless otherwise noted on+he plans 1. Unless otherwise noted,brace eterior corners of bulldlna w/4 x 8 plywood sheet of thickness to mntch praA&d l hat the lower IeveLloJess than one full story below the leper level- 4 2 2 2 2 z that of sheeting ROOF CEILING FRAMING (2)2 x 4 OR 12 x 6 3 3 3 3 O 4 6 3 3 3 3 I--•' 5. All backfill shall be cleaner When more than one smoke alarmhreaulred+c be Installed within an Individual dwellingunit U 2 Overlap plates at all earners- +he alarm devices shall bP interconnected in gust-a crammer that the oc a tuiaa_of�neola= Rafter to Top Plate (Toe-Nail) (3)8d Common Per Rafter 2 X 6 4 4 4 4 a U G_ NO beiakfil shall bies permitted onry foundation walls without fl iorframing or proper brcalna°mss required to prevent will activate all of the alarms in+he Individuol unit, The alarm shall be clearly audible In all in � Z d�ae to walls. Pin back�u shall the permitted within a nnllnimum of two weeks after o Irl g The contractor shall be responsible for.any Ills bedrooms over backround noise levels with all Intevening doors closed Ceiling Jolst+o Top Plate(Toe-Nall) (3)8d Common Per Joist Notations: U Q damaan to concrete or masonry wall 1_ All nnilin shall cam with nailin s.l ej,Ig shown_ A. Number of 8d nabs at each end of strapping V) U ® ply g Ceiling Joist+ Parallel ft r (6)16d Common Each Lap B. Number of sill studs on the fat(does not apply ashore. W W All smoke alarms shall be listed and installed in alccordance with the provisions of+he C. Number of full height king studs at each end of side header.Residential Code of New York State and the household fire warninoa provisions of NFPA 72. CeilingJoist (2)16d Common Each Lap Q A-1 11 n antD. Number of 16d Halls end Walled through adjacent king stud to end of head. 1. All rafters and joists framing from oprposlte_Sides shall lap at least six(6) Inches and nailed together with I it (3)8d Common Each End at each (3)10d face nails. LowQr�4Jlrce E.Number of Jjock studs at each endof headers(assume double headers) CONCRETE 2. When framing end+o end Joists shall serur, ed+oaether with metal straps In new construction,the required smake alarms(shall recelve their rima power from+he i r(Toe-Nail) (2),5d Common Each End F. Number of 16J nalisend-palled through odcertt,lack studs to and of sll!(s)of 1. As Per Chapter 4 Resldential Code of New York and Talbles 401.4.1,4�a 403.2 included on this sheet. buildina wirlm Wl!1nm ouch wiring"1ssI, d from a commas ell nurce or can on-s(te electrical Rim Board to Rafter End-Nail (2)16d Common Each End each slde. (Does not appy to owner) FlREBLOCKING/DRAFTSTOPPING power system and when rip many power Is Interrrupted^shall receive power from a battery 2. Concrete shall be air-entrained Total air content(perc-ell•�y volume of concrete)shall not be less than 5%or more than 7Y. Wiring shall be permanent and withoJlt_dlsconnect ng switch other+hon those_ reaulred for L MING Table 3.11 Wall Sheathing and Cladding Attachment Requirements for Wind 1 Instal fireblockina required as per-Section RG02 8 and draftstopping as per Section 850212 of+he I) Loads-Exposure 8 ermltted to be batt. operated When_ ---"- Residential Code of New York-State- overcurrent protection- make alarms shall be.p 4-, To Plate to To Plate Fare Nail (2)16d Common Per Foot STEEL NOTES installed in buildinas without commercial power or an on-site electrical power system or in T": ^�'%a" g5 9" ua „n rn u " 2. Fire stopelna shall be provided to cut off'all concealed draft openings(both horizontal and vertical)with W„�Sa ,1 '-t 1 All S+eP_l shnll hove n minimum Fb of 24 000 ps 1 2" nomimal lumber_or2 hl kmEsses of l"nominal lumber with broken lap-lolnts or other approved material. builds gs that underaa�epair. alteration,thnae ok oaLupan�;_addltlon or reloaai ion in t r it (4)16d Common Each End STRI f7l'R 11 t11FATHINC E F E F E f I k 1 4 F F E F F. F accordance with Appendix J. Stud to Stud 0 All Steel shall conform+O+he latest A C T_M" snecifi eitions for A.3 s+ -I_ Pipe col Imng shnii -°nfarm to A T M A- I (2)16d Common Each End S,udsp ring Shr:nh,ng Lneaho,i „mhcr,oc) M.umam Nail Spwmg fm W('mmm,m Nail, l,hl lh�a Nul.l,ncht+.ocl• F1.ASHING/CAULKING NOTES z Carbon Monoxide Alarm it 16d Common 16"o.c.along edges 2 „ „ 2 „ „ „ „ „ „ 1_ Provide metal fashina wh r £ram I,mb r ig in -on+tin+with soil Or .on-rpt. ProvIAP Kidd n( lin metal66 ^+a"m=^ 6 6 z „ 2 6 2 „ 2 „ 6 „ „ 2 „ 12 Carbon monoxide-dorms shall be installed in the IFollovvfnaJocations . „ 12 „ 12 „ 12 „ 12 „ „ 12' „ 1r R 12' Too of Bottorn Plo+e to -Stud it (2)16d Common Per Stud � flnshina where taps of roofs In+Prsect vertical wall surfaces- Provide metal s+P flashing arond gll rhminpv�; J - „ ,, „ ,: „ ,: „ ❑ „ „ ,: 1- Cnrbom Monoxide are riesquIrM on pinch level on which paces are Iggated Pnn,m Edge Zane M1 6 2 6 2 6 2 „ 2 „ 2 a 2 „ S „ IS' cn FRAMING skylights and where sides Of roof Int ,sect with v rti nl walls info.Pn All metal flaghina shnii ex+Pnd up Bottom Plate to Floor Joist, Band Joist,End „ „ 2- Dna st ere a fuel-fire as a alid fuel burning =4 6 _ a „ 2 a a 12= rty ory wh d-aP�llana ndsqulPments -� 2 16d Common Per Foot �' 1 Minim 3m hander I "+o be,(2)2 x G with 1/2"COX Plywood Flitch plat unless;nth_nmis . not-ds vertinaily of 4"from roof uH ss Oth_rwis_ not d_ Jost or Blocking(End-Nall) ( ) R11 A RD SHF Milt NC at I Ar Mn IN t\ appliances and equl men}fireplaces or attached aara,ges are located_ Shin "i, Rap"".rz..s.,ng M,n,mum1ammer 1.l(m,m".nna,i,mHMo.,I.& FLI 2_ Flash caulk and saml nil Junctions gf npw and Pxisting raOfg walls and pan"tr°tionn +g form n wn+er+laht mho.a.a, pe".M',, 2. All ext ,r In lumber wl+h moa rs5sure treated(ACQ)uunless otherwise_noted assembly = _ = When Ore than one CO alarm is required to be Installed�ithinon indi�dual_�welling unit R FRA l bm1.x56a,nmg z-2a z z Ix10m Lrger snrn,n�"g I:+4 i 5 a 1 VENTILATION theolartiv devloes-shall be interconnected In such a manner that+a nchintuion of one alarm F - N"l_,"g^,pa"Ae^knl'"1 Plate Girder 4 8d Common Per Joist f . N.dap¢mt.".., r�hammp,am+,n,I,,Wn l0eld,nt1 will actvgte all Of the alarms In the Individual unit The alarm shall be c early audibl ' haaall,henthmga ,m4&nafthecomm.the 4fo"IpmmrlerNgeymtanxhmr 1mi,oramemaarl)MwN L" 3 All wood subfloors sha111�e�L4_pLywaad to�lued and Walled to joists. I e in allSill - � •4-� Verltila+°mReaured bb�drnoms over backround nolle levels with all imtevenin doors cloned. ` t Tonal.1rd12minepintp.cmS.aamadw.mmg.-t.dWalwhamn,gmrmbrn.,mcu+nor" Fmfe,m,nam,,,N-n,nhn,_-f.04o.tlrcnul Z3 Enclosed attics and enclosed rafters aces formed where_r l lied directs to the under Ida g `" n (Toe-Nall) (2)8d Common Each End .h.d he, e,j1"6,md,ene. NZ to 4. All wood frame openings In floors, roofs, ilingg shall have a minimum double"trimmer and header"framinaynless Otherwise note {L 11Ilas re-app Y , t.,,.m,pn,alnd,ng,P,.„ardN.n6.na„he,-mrd,,,be,an,00aedr,,,nm„'.-.?a M - , rafters shall have cross ventilation for each se orates ce b ventilatin .nin s protected a ainst the (Toe-Noll) (2)8d Common Each End • T.n"1•url-,I-,nu..-umeabudd,gl".10,.I l,.aa,eN tip In p I -�P - te a All CO alarms shat( stied and installed in acrordanc_P with the provisions of+he t� 5. All wood frame wall openings shall have minimum doubles Id os+s at each and_ entrance of rain or snow. Ventilating opTninas_shall be rovided with tomo !on-resistant wire mesh with 1/8" Table 3AA Rafter and/or Joist to Top Plate Lateral and Shear Connection (D W � D (I) -r ng P - RssldentiaLCade_4ffffl�lew York State In the househald�re warn provisions of NFPA 72 t r 3 16d Common Each Block g s minimum to 1/4"maximum o eninas. - ( ) Requirements-Exposure B LD � -t � G. AII hanalmaa wood joists end rafters shall be supe d witth steel Jobst hangers. .Power Source Led er S+ri to Beam Face-Nail (3)16d Common Each Joist _ (PrescriptiveAltemativetoTable3.4) ��r Minimum Area Carbon monoxide alarms,carbon monoxide detectors, and alarm control units to which carbon 3 8d Common Three Second feast Wind Speed onph Al W 100 0 120 130 40 Ila O ✓ ry = Joist ( ) Per Joist Z A z Rafter Coil ng Jo i Nall Numberoffid Common Mads or had It.,Nails font-nmled) W A A 7_ When Dist hampers are in cgntaat wLACQ�umberuSP s+rainlesa stee els+hangers an fastners only The total net free ventilating areashall not be less than 1 to 150 of the area of thespace ventilated- Rpndng nn.) Htighl lRJ RryulmJ in Fmt Racer andtm Ceiling lata to Top Plate Contuclion11J' a V J 8 u monaxidebeteatars are gonneated shall recel�_9helrpr(mary power from+he building wl�Ina. i n - (3)16d Common Per Joist A 0 .< �4 and shall be equipped with a batteny back-up�stem that nutomaticallyprvides�p�r from 8- All roof and wall sheathing shall be 1/2"CDX Pvwood. Lent Clearance = 1p z 2 ". one or more batteries when primary ppoweLJS interrupted. Wirina shall be permanent and i r t I (2)16d Common Per Foot U A A U A minimum of a 1"space shall be provided between the Insulation and the roof shea�g at t he location of the vent. without a disconnecting switch Other than those required for over current pro+eal on. 16 to 2 z 3 3 3 . , , SCALE: 9 All wood floorJois+s, and flat roof -O or Greater shall be provided w/bridalna at mid-span or at no Greater than 6'-O" R F H THIN 14 10 -34 44 55 5 3 F 1/4" '11' Intervals. GLAZING Exceptions T.h.I:Indehm,laanb,,,unam,p,m.m Table 3.4 - l �;�/ / Structural Panels(See zone Ioorglin) t Tahuleled connecnrn rtywn-meals u+um<a building located m Expt><tut P 1. AIII glazing shall conform to R308(Glozi of the Residential Code of New York-State 1. Carbon manaxide_alarms and carbon monoxide detectors Installed in a building or structure s When c,lh.gh,,,i areinslnlled parallel-tine-,the sumofihe toe-taadatn thennetandm°ing;m.I.hall equal or eaceedlht E labufaled number ofan6 m,on-t a•N Tn avoid,pining,no mom than 21oe-nmk shall be ot,10 d m each aide-fla-flan or ce,hn Ca�s Cf'/ (Jw IO.._Pr_oylde�auble�laor�aiyis under all paralllel walls above. without an eleciric_nl power sours.s)�11 be batt2J�aperated. ri r 8d Common 12"o.c. g;nl.lwhmtraalmltdlaa2x4t„a �S 7 WINDOWSpla,eot3me.pad,meacbs,danh.fhmn,din.2x6,npplate of ,\ 1- 11- InstalLsteal si�rapping o±all framing members ag_ reauir_ed s"LDetoils) All windows.specified°s tin caress window shall meet Or exaoed+he requIr meats Of+hid, RS .NYS(Section 310 2. In buildinas that undergo repair, alteration,ch_a_nae of occupancvTaddition or relocation In r 8d Common 6a o•a• Table 3.5A Top and Bottom Plate to Stud Lateral Connections for Wind Loads * �b oc Exposure 8 r i M1„..;: 8d Common 4"o.c. n U Min"Dpenlna Aron = 5.7 sq ft accordance with Appendix J carbon monoxide alarms and carbon monoxide detectors may be (PrescrlptiveAltemativetoTable3.5) 12. All ton plates In wDod.frame walla shall be doubled and o crap with intersection walls if possble Min_Dppninn HP(ght=24" balfEry�perated,cord type or direct plus. -_ - -- - --- - - -------- - - � 0 CEILING SHEATHING 'Rime 5mood Gust Wmd Speed lnlph) g5 91) 100 Ito 125 135 140 " FO a77oos 1 stud Spacing on) Wail Height(AI Regmred Nunn:,of lid„murioo Nad.or 40d ane Niola per stad to i'1alc t.m..a1:1,n P Sg1o��. Min Dppn_ ins Wdth =2,011 13_ Dimensional lumber to bel2oug Fir#2 or better, ,�•Ea 15 x 10�T) ;ill Heigh+=44"Minx AFF G sum Wallboard 5d Coolers T'Edge/10"Field a z 2 = z '",2 = z 2 14, Laminated Veneer Lumber(LVL) haN e n min. Fh -2, 0 and on E=15 x 10(ml t° = 2 2 2 2 2 2 DRYWALL N0TE5 L SHEA t2 2 2 2 2 _ _ = D G, AME: 12 11 2 2 2 2 2 2 2 3 16 2 2 2 2 2 2 3 3 DETAILSj T�pical_e_Bathroom Walls Ceilings Structural Panels 8d Common 6"Edge/12"Field 20 2 : 2 2 2 2 3 , 15. All shims and Irders to be steel only. under seller a 1. Provide 1/2"mold a moisture resistant gypsum board to all walls fE iii including all bathroom walls and ceilings a° Z ; Z 2 = ? Z Z G sum Wallboard 56 Coolers T'Edge/10"Field 2 2 2 2 2 2 : , NOTES and any wet areas. All cty»sum board shall receive one coat of tape and three coats of Joint compound minimum. l2 2 : 2 z 2 : 3 , )Faits In WoadFramieg Ail walls aeilinGs and aJedaes_fo_receive dile or sone shall be set on 1/2"cement boarb 2 1--All in wood framing shall be standard machine bolts wf/standard malleable Iron washers or steel plate_Washers F O R HEA N Ubflocr 6 1b 2 , , 2 2 1 1 4' /± ,,/_II- �• �� Ig 2 2 2 2 3 3 4 4 Oarage We Is (.Ceilings r n I 2� 2 2 2 2 3 3 . 4 DWG. NO.: 2�5teeLpiate washer s[ asshalLbe as follows: 10 2 2 z 44 'P�' 2. Provide one layer 5/8"Type-X-�rosum board to all wales and c_eilinas of all attached aaraaes and room enalogina or Les5 8d Common 6"Edge/12"Field 12 2 2 2 2 3 , 4 n-1/2"and 5/8"Oiam. bclts��L4"sq.X 5/16' Provide one layer 1/2"T e X awsum board at allJnterlaIthause walls aommon to 24 14 2 2 2 3 3 4 4 ; b.3/4"Mann-balts 2 5/8" sin x 5/'16". -hEat-p dualna-Ing _ Y Yp--o r t " 10d Common G"Ed a/6"Field Is 2 2 3 3 4 4 5 6 aQ�aes. Provide one layer /8" P X gypsum board over al heat producing wqulpment in ail unfinshed open g 1g 2 2 3 3 4 5 s 6 X91 3. Each bolt hole In wood shot be drill 1/16"larger than dIomra±er of the bolt Note: Maximum wall height 110/120 mph zone, Exposure B Spacing 16"o.c. 20 2 2 3 4 4 5 6 ' I'mc,iptne limits an based on ad p0,„n,n Table 3 5. 4. For all anchors, see lyplcai details. is 14 feet,see plan for additional specfieaiion if applicable. = Tahulmcd pommy loadaand conn.1-rtqui-I..ha11 be petooftW o he mulophed by 092 for naninis-bated wilhm N feet of c,unen Tahulat,d framing load$1s ole a budding located in Expmare B. PAGE 2 OF 3 d' o� �o Railings to comply with 8312.1 8312.2 2 x 6 DJ @ 16"O.C. See Notes on A-1 for Full Description Treated 4 x 4 Post On PB Post Base On 12"Diam PC 22'-10" Post Ftg 36"Deep Min(Typ) Simpson HD-3 Holddown ( )- 2 Treated 2 8 Simpson HD-3 Holddown 4.. '�,.�, ••, Flood Vents 10'-9" 10'-9" �t 4" Use Smartvert Model 1540 Placed 12'Above Grade ———— --- ———— --- -------- rTreated 2 x 6 Ledger Lagged to Foundation TECO DJ to Simpson HD-3 Holddc Nn I I Ledger Q I ( Simpson HD-3 Holddown I New Beam PocketA WO x 19 Steel Beam Bedroom O wo New Beam Pocket 5/8 Anchor Bolt(28"O.C. Max) I Id O p� x ( I Living Room LL-> C9 � Closet Closet I I m 2"PC Rat Slab � I I I Area to be Vented 676 SF I I b Smart Vent 1540 20091 I I i� Bedroom Simpson HD-3 Holdd n I I 1150/200= 3.1 Vents I I Simpson HD-3 Holddown J I I Use 4 Vents Railings to comply with R312.1 � R32.2 �_ I I _� Q See Notes on A-1 for Full Descri 'on I I I I o New 12"Diam PC Pier on , I I AB Chance 555 Helical Pile I 12-10-8 Helix 10 Ton Ultimate 24"x 24"x 10"D PC Ftg I (� Capacity Min Kitchen U 0 N Bathroom UZw z 2 x 6 DJ @ 16"O.C. I New 18"w x 24' d I i Simpson HD-3 Holddown w Z PC Grade Beam Ln x I L--New Beam Pocket � IKLJ w � Treated 4 x 4 Post On PB Post Base ----- ----- ------ ----- On 12"Diann PC Post Ftg 35"Deep Min(Typ) 0 Floor plan C V-) ►� M Foundation plan o A4 Simpson HD-3 Holddown a z U 0 W U Q a Prop. Ridge EL 24.67 Ex. Ridge EL 21.67 W10 x 22 Steal Beam Ex3x8FJ v� z 0 0 1/14"Plate Flange Copper Termite Shield � Use 3/8"Bolt w/nut and washer Rim Joist Prop. FF EL 12.2 Treated 2 x 6 Sill Lo BFE +2 EL 11.0 Simpson PA51 Strap Holddown m 12"Diameter Concrete Pier Ex. FF EL 9.2 FEMA BFE 9.0 T. Z A Z W A 3 A Avg Grade EL 6.0 A U �Ex.2x8FJ ' SCALE: it/ 1 � or o New 18"x 24" PC Grade Beam 24"x 24'x 10"PC F E Col. Ftg w/4"Steel Col Area to be Filled to Grade oJ\5 G.s IY O n w �Z �Fp 077006' �v Steel Connection SS'ON�� Detail TNAME: 10 Ton CapacityANS Helical Pile(Typ) DWG. NO.: Schematic Section A � 2 PAGE 3 OF 4 d' o� V p� t ZJ '" r. Prop. Ridge EL 24.67 HJ ILI ayy VI O 1 11 ILI O0 F : O v1 Prop. FF EL 12.2 r � BFE+2 EL 11.0 Ex. FF EL 9.2 tv FEMA BFE 9.0 i9 Avg Grade EL 6.0 Front Elevotion Reor Elevotion Q a O x O U o � zw z W Z :-�- O � W ►.� W � M z pq o_ U -- z v O c#0 U w � A a v� O > -1 71 %Nl-1 Left Elevation Right Elevation as z A A 3 p c� w a V A 01 U SCALE: 14" 1 ' F E C7 v r n '11Z � C9 top 077006-1 �J2 v 7 f.ESS%O Df G NAME: ELEVATIONS DWG. NO.: A - 3 PAGE 4 OF 4