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Town of Southold Annex 5/15/2014 P.O.Box 1179 54375 Main Road Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36924 Date: 5/15/2014 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 50 SMITH DR S SOUTHOLD,N.Y. 11971, SCTM#: 473889 Sec/Block/Lot: 76.-3-32 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 1/14/2009 pursuant to which Building Permit No. 36958 dated 1/30/2012 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS, INCLUDING A DECK TO A SINGLE FAMILY DWELLING AS APPLIED FOR The certificate is issued to JANET&ERICK AUER (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 36958 10-03-2013 PLUMBERS CERTIFICATION DATED 09-26-2013 112 Erik C. Auer A o ed gnature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 36958 Date: 1/30/2012 Permission is hereby granted to: JANET & ERICK AUER 50 SMITH DRIVE SOUTH SOUTHOLD, NY 11971 To: ADDITIONS AND ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR WITH FLOOD PERMIT. REPLACES EXPIRED B.P. # 34387 At premises located at: 50 SMITH DR S SOUTHOLD, N.Y. 11971 SCTM # 473889 Sec/Block/Lot# 76.-3-32 Pursuant to application dated 1/14/2009 and approved by the Building Inspector. To expire on 7/30/2013. Fees: PERMIT RENEWAL $125.00 Total: $125.00 Building Inspector FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT . Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34387 Z Date JANUARY 14, 2009 Permission is hereby granted to: JANET LYNN & ERICK C AUER 50 SMITH DR S SOUTHOLD,NY 11971 for ADDITIONS AND ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR WITH FLOOD PERMIT. THIS PERMIT REPLACES BP 31458 . at premises located at 50 SMITH DR S SOUTHOLD County Tax Map No. 473889 Section 076 Block 0003 Lot No. 032 pursuant to application dated JANUARY 14 , 2009 and approved by the Building Inspector to expire on JULY 14 , 2010 . Fee $ 250 . 00 Authorized Signature COPY Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 458 Z Date SEPTEMBER 20, 2005 Permission is hereby granted to: JANET LYNN & ERICK C AUER 50 SMITH DR S SOUTHOLD,NY 11971 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR WITH FLOOD PERMIT at premises located at 50 SMITH DR S SOUTHOLD County Tax Map No. 473889 Section 076 Block 0003 Lot No. 032 pursuant to application dated SEPTEMBER 15, 2005 and approved by the Building Inspector to expire on MARCH gip- 2fl07 _ Fee $ 250 . 00 ' I� I r!i 0 3 or ed Si ature COPY Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. New Construction: C Old or Pre-existing Building: (check one) rr Location of Property: J 0 J(Y�1 +�N 1D (Z\4 e— Ma House No. Street Hamlet Owner or Owners of Property: �A ec ff ,^, Suffolk County Tax Map No 1000, Section W Block Lot Subdivision Filed Map. Lot: Permit No. �Q��� Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature ho�*pG SO�ryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax (631)765-9502 P.O. Box 1179 G Q roger.riche rKD-town.southo Id.ny.us Southold,NY 11971-0959 C0UNT`I,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Erik Auer Address: 50 Smith Dr South City: Southold St: NY Zip: 11971 Building Permit#: 36958 Section: 76 Block: 3 Lot: 32 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: home owner DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 12 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures Smoke Detectors 1 Main Panel A/C Condenser Single Recpt Recessed Fixtures 13 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 4 Twist Lock Exit Fixtures TVSS Other Equipment: kitchen renovation, 1-exhaust fan Notes: Inspector Signature: Date: Oct 3 2013 81-Cert Electrical Compliance Form.xls QTr SO(/T�,o Town Hall Annex �O Telephone(831)765-1$02 54375 Main Road Fax(631):765-9502 P.O.Box 1179 Southold,New York 11971-0959 COUIdT`I,� r , BUILDING DEPARTMENT TOWN OF SOUTHOLD DEC 27 2013 CERTIFICATION Date: 1 ' �L ' 13 Building Permit No. Owner: K C 6 C4 (Please print) Plumber: ( vi K r` e� (Please print) I certify that the solder used in.the water supply system contains less.than 2/10 of 1%0. lead. CA ` (Plumbers S' ure) S to before met day o 20)5 CAROLANNNE GAVIN Ne4ary Public, State of liew York No.01 GA6158356 Quaf+fied in Nassau 0 Count 20 Commission Expires Notary Public, dAA— County . T FIELD INSPECTION REPORT DATE COMMENTS i 1 V FOUNDATION(1ST) --- —-- ---- — -- -- -- — ,1 FOUNDATION (2ND) —-- — oz oc y ROUGH FRAMING& PLUMBIN 3' t" INSULATION PER N.Y. ---- -- --_---_— — STATE ENERGY CODE FINAL or ADDITIONAL COMMENTS 0 i JL oq x d OF SOplyO TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ F UNDATION 1 ST [ ] ROUGH PLBG. [ - FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 7 DATE �` �/ INSPECTOR / �� �` �►�Of SO(/ryo N is TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F_.OUNDA=STRAPPIN� [ ] INSULATION [✓] FRAMING ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ' ` ` OKI DATE "-INSPECTOR _ i { oF sooryo� ? Z! # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST XROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION < REMARKS: Pl' DATE I INSPECTOR �' � ' rjf s TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I FOUNDATION IST RO H PLBG. FOUNDATION 2ND "INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION REMARKS: J11 Lfzk Ak- � 4 /DATE 7 X0(o- INSPECTOR S6 `S' V �Of SUUr,�, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH P G. [ ] FOUNDATION 2ND [ ] I LATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) MARKS: k4,4� � 1-!50� DATE &/ INSPECTOR TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLL BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL k` %<` ' Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Bprova l FAX: (631) 765-9502 Survey www. northfork.net/So hold/ PERMIT NO. Check .. 7) Septic Form N.Y.S.D.E.C. Trustees Examined '20 Contact: Approved ,20 Mail to: Disapproved a/c 1 �jo Phone: SQU � d Ex irat ,,� ,_--; 2 p 1T. i Cep 5 2005 Bu'. L ,_ n o APPLICATION FOR BUILDING PERMIT Date �j , 20 _ INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may nat 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. It e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (3CA k A (Sign tore of applican or name,i a corporation) .50 .[S ��`I-h i K .��(,C"Vfr&f ap?QaJ 1 1 1 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises L . ana oand i--n n (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: _hp _)Ml_fh --D , SOU,% �l,0'hd�d House Number Street Hamlet County Tax Map No. 1000 Section Block_ 01- 3 Subdivision Filed Map No. Lot ` (Name) ' 2. State existing use and occupancy of premises and iptended use and occupancy of proposed construction: a. Existing use and occupancy OnAm GA&A Al jot b. Intended use and occupancy1 3. Nature of work(check which applicable): New Building Addition ✓ Alteration ✓ Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of drivelling units Number of dwelling units on each floor 1 If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimenst�f existing structures, if any: Front Rear Depth Height Number of Stories t Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height �+ Number of Stories j 9. Size of lot: Front Re Depth 50 �f- 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated Q,C,040 &%- 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 14. Names of Owner of premises 4r r K r J CLAef AgCAddress -'50 Thr'M So Phone No. _7 Co 5- (og Name of Architect 3��T� ^SSMC ,Address I�yn_�aly i ew Q hone No ']1i5 19&9- 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. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide to ographical data on survey. STATE OF NEW YORK) # .2�1IO,,+m Cer-h c&+<_ enC 1O5e d, )1 SS: COUNTY OFSIK � � Ct ae- J Uu Ce being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the i)w r)-e, (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn tq before me thi day of e tM i 20_6_<_ Not Public Signatur of Applicant MELANIE DOROSKI NOTARY PUBLIC,State of<New York No.01004634870 Qualified in Suffolk County'���j Commission Expires September ELEVATION CERTIFICATE= O.M.B. M y31, 1 93 ,,. F.xpuesMay31, 1993 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM J TEI4TION: Use of this certificate does not provide a waiver of the flood insurance purchase requirement. This form is used only to rovide elevation information necessary to ensure compliance with applicable community floodplain management ordinances, to elermine the proper insurance premium rate, and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR). Instructions for completing this form can be found on the following pages. SECTION A PROPERTY INFORMATION FOR INSURANCE COMPANY USE WILDING OWNER'S NAME POLICY NUMBER AIanet_ Auer TREET ADDRESS(Including Apt.,Unit.Suite and/or Bldg.Number)OR P.O.ROUTE AND BOX NUMBER COMPANY NAIC NUMBER _50. Smi`tb__Driy(- S_a C.THER DESCRIPTION(Lot and Block Numbers,etc.) 1 000.-__7_6-__0_3_-_32 CITY STATE ZIP CODE Southold NY 11971 SECTION B FLOOD INSURANCE RATE MAP(FIRM) INFORMATION 'rovide the following from the proper FIRM(See Instructions): I COMMUNITY NUMBER 2.PANEL NUMBER 3.SUFFIX 4.DATE OF FIRM INDEX 5.FIRM ZONE 6.BASE FLOOD ELEVATION (in AO Zones,use depth) ' 360813 0166 G 05/04/98 AE El. 8 `. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): ®NGVD'29 ❑Other(describe on back) For Zones A or V,where no BFE is provided on the FIRM, and the community has established a BFE for this building site, indicate the community's BFE:LLL_L1_j.lJ feet NGVD (or other FIRM datum—see Section B, Item 7). SECTION C BUILDING ELEVATION INFORMATION i. Using the Elevation Certiticate Instructions, indicate the diagram number from the diagrams found on Pages 5 and 6 that best describes the subject building's reference level 1 . Hse . & Gar . Floor �(a). FIRM Zones Al-A30,AE, AH, and A (with BFE). The top of the reference level floor from the selected diagram is at an elevation of �.. j 1.12 _I.W feet NGVD (or other FIRM datum—see Section B, Item 7). (b). FIRM Zones V1-V30, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from the selected diagram, is at an elevation oil I I I I I,U feet NGVD (or other FIRM datum—see Section B, Item 7). (c). FIRM Zone A (without BFE). The floor used as the reference level from the selected diagram is 111 L L9J feet above ON or below(_.; (check one) the highest grade adjacent to the building. (d). FIRM Zone AO. The floor used as the reference level from the selected diagram is LL1.L feet above❑ or below U(check one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor (reference level) elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown 3. Indicate the elevation datum system used in determining the above reference level elevations:ER NGVD'29 ❑ Other (describe under Comments on Page 2). (NOTE: If the elevation datum used in measuring the elevations is different than that used on the FIRM (see Section B, Item 7], then convert the elevations to the datum system used on the FIRM and show the conversion equation under Comments on Page 2.) 4 Elevation reference mark used appears on FIRM: ❑ Yes 0 No (See Instructions on Page 4) 5. The reference level elevation is based on: E actual construction ❑ construction drawings (NOTE: Use of construction drawings is only valid if the building does not yet have the reference level floor in place, in which case this certificate will only be valid for the building during the course of construction. A post-construction Elevation Certificate will be required once construction is complete.) 6. The elevation of the lowest grade immediately adjacent to the building is:I I I I L9J.L1 feet NGVD (or other FIRM datum-see Section B, Item 7). SECTION D COMMUNITY INFORMATION 1. If the community official responsible for verifying building elevations specifies that the reference level indicated in Section C, Item 1 is not[tie"lowest floor"as defined in the community's floodplain management ordinance, the elevation of the building's"lowest 'floor"as defined by the ordinance is: I I I I I I.0 feet NGVD (or other FIRM datum—see Section B, Item 7). 2. Date of the start of construction or substantial improvement FFMA Form 81-31,MAY 90 REPLACES ALL PREVIOUS EDITIONS SEE REVERSE SIDE FOR CONTINUATION SECTION E CERTIFICATION This certification is to be signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevation information when the elevation information for Zones Al—A30, AE,AH, A(with BFE),V1—V30,VE, and V (with BFE) is required. Community officials who are authorized by local law or ordinance to provide floodplain management information, may also sign the certification. In the case of Zones AO and A(without a FEMA or community issued BFE), a building official, a property owner,or an owner's representative may also sign the certification. Reference level diagrams 6, 7 and 8 - Distinguishing Features—If the certifier is unable to certify to breakaway/non-breakaway wall, enclosure size, location of servicing equipment, area use,wall openings, or unfinished area Feature(s), then list the Feature(s) not included in the certification under Comments below. The diagram number, Section C, Item 1, must still be entered. I certify that the information in Sections B and C on this certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, :section 1001. CERI IFILR'S NAME LICENSE NUMBER(or Affix Seal) John. `t'__ Met 49618 — - TI"rLE COMPANY NAME President Peconic Surv__eyors, P.C. nUGFtESS CITY STATE ZIP P .O. Box 909 SOuthold, NY 11971 SIGNATURE 09/09/99 DATE PHONE Copies sho td be made of t ertificate for: 1) community official, 2) insurance agent/company, and 3)building owner. COFoMENTS: _ « � . 't. MEr WIrH ON PILES. Orr SLAB BASEMENT PIERS,OR COLUMNS A v A A V ZONES ZONES ZONES ZONES ZONES RLFERENCE LEVEL REFERENCE HLFEf,ENCE BASE LEVEL cL FLOOD ELEVATION BASE U l5E REFERENCE FVAI ADJACENT ELEVA L-Ii G ELe VAI IN REFERENCE ADJACENT H LEVEL ADh LEVEL GRADE 1 ADJAC c r!t GRADE The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones. Elevations for all A Zones should be measured at the top of the reference level floor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member. Page 2 U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency I Expires March 31,2012 National Flood Insurance Program Important: Read the instructions on_pages,1-9. r.SECTION A-PROPERTY I Q tTiON " Al. Building Owner's Name JANET AUER A2. Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O. Route al B z No. I ... �, r 50 SMITH DRIVE SOUTH JAN 1 4 20 City SOUTHOLD State NY ZIP Code 11971 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) _ 1000-76-03-32 A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory,etc.)RESIDENTIAL A5. Latitude/Longitude: Lat.41 DEG 02 MIN 35.6 SEC Long.72DEG 25 MIN 47.7 SEC Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 2 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 1712 sq ft a) Square footage of attached garage _ sq ft b) No.of permanent flood openings in the crawlspace or b) No.of permanent flood openings in the attached garage enclosure(s)within 1.0 foot above adjacent grade 4 within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b 164 sq in c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ❑ No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name 63.State SOUTHOLD,TOWN OF 360813 1 SUFFOLK I NEW YORK B4.Map/Panel Number B5.Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9.Base Flood Elevation(s)(Zone 36103CO166 H Date Effective/Revised Date Zone(s) AO,use base flood depth) 9/25/09 X B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other(Describe) B11. Indicate elevation datum used for BFE in Item B9: ❑NGVD 1929 ® NAVD 1988 ❑ Other(Describe) B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes ❑ No Designation Date ❑ CBRS ❑ OPA SECTION C-BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item AT Use the same datum as the BFE. Benchmark Utilized Vertical Datum NAVD 88 Conversion/Comments Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor)3.4 ®feet ❑ meters(Puerto Rico only) b) Top of the next higher floor 11.2 ❑feet ❑ meters(Puerto Rico only) c) Bottom of the lowest horizontal structural member(V Zones only) __ ❑feet ❑meters(Puerto Rico only) d) Attached garage(top of slab) __ ❑feet ❑meters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 3.3 ®feet ❑meters(Puerto Rico only) (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 7.8 ®feet ❑ meters(Puerto Rico only) g) Highest adjacent(finished)grade next to building(HAG) 9.3 ®feet ❑ meters(Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs, including 8.0 ®feet ❑ meters(Puerto Rico only) 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.) 1 ,S.ME .p understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? ® Yes ❑ No ,* Certifier's Name JOHN T METZGER License Number 49618 Title LICENSED SURVEYOR Company Name PECONIC SURVEYORS PC Address 1230 TRAY R TREET City SOUTHOLD State NY ZIP Code 11971 Signature n Date 11/12/2013 Telephone 631-765-5020 ��ND FEMA Form 81-31, Mar 09 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. 50 SMITH DRIVE SOUTH "ZEN",. „ „,,,, City SOUTHOLD State NY ZIP Code 11971 SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for(1)community official, (2)insurance agent/company,and(3)building owner. Comments Signature Date 11/12/2013 ❑ Check here if attachments SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A, B, and C. For Items E1-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only,enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑ meters ❑above or❑below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or❑below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B,and E for Zone A(without a FEMA-issued or community-issued BFE) or Zone AO must sign here. The statements in Sections A, 8,and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments SECTION G -COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B,C(or E), and G of this Elevation Certificate. Complete the applicable item(s)and sign below. Check the measurement used in Items G8 and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3. ❑ The following information(Items G4-G9)is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑meters(PR)Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters(PR)Datum G10.Community's design flood elevation ❑feet ❑ meters(PR)Datum Local Official's Name Title Community Name Telephone Signature Date Comments FEMA Form 81-31, Mar 09 Replaces all previous editions Building Photographs Continuation Page For Insurance Company Use: Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number 50 SMITH DRIVE SOUTH City SOUTHOLD State NY ZIP Code 11971 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." i i f c, 1 Building Photographs See Instructions for Item A6. For insurance Company Use: Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number 50 SMITH DRIVE SOUTH City SOUTHOLD State NY ZIP Code 11971 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View' and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. I F b 1 Building Photographs Continuation Page For Insurance Company Use: Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number 50 SMITH DRIVE SOUTH City SOUTHOLD State NY ZIP Code 11971 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View' and "Rear View"; and, if required, "Right Side View" and "Left Side View." } - -e iz I'n%%-n Hall. 5.11195 t'1a lI f tZ~H T. TERRY ( � r r '„ P.O- nox 1 17() '1'0P1N CLERK Nc- Turk 1 IIt:GISfRAR OF V1TN.STAT1S1lCS �-✓ (C� •' � Foy: (S f 0► 765-I R� MARRIAGE OFFICI:R - TcIcRlrunc 1516 7frt. RECORDS "AGEMENT OFFICE11 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, 1993 : 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 /cpplica tion" (FD P(93) ) , and ""Certificate of Compliance frSr Develj Amen t in Special Flood Hazard Area (C/C(93)) . TOW'4 OF SOUTHOLD Auith T . Terry Southold Town Clerk August 25 , 1993 • 1 ; l l APPLICATION w ' PAGE 1 of 4 TOWN OF SOUTHOLD FLOODPLA-IN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION I• GENERAL PROVISIONS (APPLICANT to read and shin): 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein. 3. U revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced witbin six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator,or his/her representative to make ieasouable inspections required to verify compliance. 8. L THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE,TO THE BEST OF MY KNOWLEDGE,TRUE AND ACCURATE. (APPLICANT 1 S SIGNATURE) � � ATE r /SECTION 2: PROPOSED DEYELOP.�r/(ENT (T� be completed by APPLICANTI NAME ADDRESS TELEPHONE AP P LI CANr BUILDER ENGINEER PROJECT LOCATION: • To avoid delay in proowing the application, please provide, enough information to easily identify the project location_ Provide the slice( address, lot nurnber or Icgal description (attach) and, outside urban areas, (be distance to the nearest intersecting road or well-known landmark. A sketch actachcd to this application showing the projcci location would be helpful. FDP(93) z t APPLICATION PAGE 2OFa DESCRIPTION OF WORK (Check all applicable boxes): A STRUCTURAL DEVELOPMENT 6CTIVTTY STRUCTURE TYPE O New Structure O Residential (14 Family) ❑ Addition ❑ Residential (More than 4 Family) O Alteration ❑ Noo-residential (Floodproofing? ❑ Yes) ❑ Relocation O Combined Use (Residential & Commercial) ❑ Demolition' P O Manufactured (Mobile) Home (In Manu- ❑ Replacement factured Home Park?- O Yes) ESTIMATED COST OF PROJECT S B. OTHER DEVELOPMENT ACTIVITIES: O Fill O Mitung O Drilling O Grading O Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Charnel Modification-s) , D Drainage Improvements (Including Culvert Work) O Roa/1 Street or Bridge Construction O SuF�vision (New or Expansion) j / O Individual Water or Sewer System 0 Other (Please Specify) Aftcr completing SECTION 2, APPLICANT should submit form to Local Administrator for rcvicw- SECTION 3• FLOODPLAIN DETERMINATION (To be completed by LOCAL ADMIMSTRATOIZ) The proposcd development is located on FIRM Pancl No. . Dated The Proposed Development: O Is 1I01 located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPL.AiN DEVELOPMENT PERMTT IS REQUIRED). O LS located in a Special Flood Hazard Area. FTRM zone designation is 100-Year flood elevation at the site is: H. NGVD (MSL) O Uoavailablc O The proposed dcvclopmcnt is located in a floodway. FBFM Pancl No. Dated ❑ Scc Scction d (or additional instructions. SIGNED DATE APPLICATION 4 PAGE ] OF 4 SECTION 4: ADQITI NAL INFORMATION RE UIRED To he completed by L CAL ADM INIST'RA R The applicant must submit the documents checked below before the applicadon can be processed: O A site plan showing the location of all gosling structures, water bodies, adjacent roads, lot dimensions and proposed development- 0 Development plans,drawn to scale, and specifications,including where applicable: details for anchoring structures,proposed elevation of lowest floor(including basement), typas of water resistant materials used below the first floor, details of floodproofing 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). O Plaps showing the extent of watercourse relocation and/or landform alterations- 0 Top of new fill elevation Ft. NGVD (MSL). Ft:NGVD MSL . For ❑ Floodproofulg protection Icvcl (non-residential only) ( ) floodproofed structures, %1ppGcaot must attach certification from r-gistered engineer of architect. / O Certification from a'%stercd engineer that the proposed activity in a regulatory floodway will not result in.any incrcasc in the height of the 100-year flood. A copy of all data and calculations supporting this fording must also be submitted. O Other. ,SECTIONS PERMIT DETERMINATION JQ be completed by LOCAL ADMINISTRATOR] I have determined that the proposed activity. A. O Is B. O Is not in conformance with provisions of Local Law dr , 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 Administrator may issue a Dcvclopmcot Permit upon payment of desiplated fee. If BOX B is checked, (be Local Administrator will provide a wriuco summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from the Board of Appeals. • APPLICATION W PAGE 4 OF 4 APPEALS: Appealed to Board of Appeals? O Yes O No Hearing date: Appeals --- Conditions SECTION 6 AS [QUILT 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 professiogal 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 tha lowest floor, excluding piling and columns) is: FT. NGW (MSL). L Actual (As-Built) Elevation of floodprooftng protection is FT. NGVD (MSL). ' NOT'/: Any work performed prior to submittal) of the above information is at the is `f the Appfcaot. SECTION 7 COMPLIANCE ACTION fTo be completed by LOCAL ADMINISTRATOR) The LOC:A[_. ADMMISTRATOR will complete this section as applicable based oo iaspcction of the project to ensure compliance with the communitys local law for flood damage prevention_ INSPECTIONS: DATE BY DEFICIENCIES? O YES ONO DATE BY DEFICIENCIES? ❑ YES O NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION 8 CERTIFICATE OF QOMPLIANCECFo be completed by LOCAL ADMINISTRATOR) - Certificate of Compliance issued: DATE: BY: Attachment B , B AMPLE CERTIFICATE p F COMPLIANCE / For Development in a Special Flood Hazard Area J JJJ + ' 1 J 1 TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD A-REA _ (OMWEIR MUST R-ETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO, PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: 0 NEW BUILDING 0 EXISTING BUILDING 0 VACANT LAND •" THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CER'T'IFIED WITH THE REQUIREMENTS OF LO CAL LAW # , 19 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: C /C ( 93) i O�\\Of S0(/lyol � o Town Hall Annex Telephone(631)7651802 54375 Main Road q 09 P.O.Box 1179 G Q r0 erAchertt ow%SOU FjOla.nV us Southold,NY 11971-0959 r urdrl, �` BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: Name: License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: �- *Phone No.: Permit No.: Tax-Map District: 1000 Sectlon: Block: a� Lot *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES I NO Rough In Final *Do-you need a Temp Certificate: YES/ NO Temp Information(if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION .82�Request for Inspection Form l s� �,cr1 �l wl l-,s�i�1 �� ��// �¢2 -� �X- ,� �� - / JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck,N.Y. 11952 (631) 298-7116 To: Town of Southold Re: Septic Survey Auer 50 Smith Dr.S Southold,NY 11791 To Whom It May Concern: This letter certifies that a septic survey was performed on the above mentioned property, and the existing system is in good working condition, and is more than sufficient to carry the new demands put upon it by the proposed addition. Any questions please feel free to call. �'pF NEW r \ S J.DE�gh_G9,� Qs� 7erely -, . iu w 1 N�o Al 2�p`L �.� James J.`D rk P. . p�?OFE.SS1, �o��pF SO(/r�,ol 0 Town Hall,53095 Main Road Fax(631)765-9502 P.O. Box 1179 G Telephone(631)765-1802 Southold,New York 11971-0959 c4UNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD 1 st NOTICE July 10th, 2008 Janet & Erick Auer 50 Smith Drive 5 Southold, N.Y. 11971 RE: 50 Smith Dr. 5 (Additions/Alterations) SCTM # 76.-3-32 Dear Mr. & Mrs. Auer, Please be advised that your Building Permit # 31458 issued September 20th, 2005 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit, please submit a fee of $250.00; that time we can schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 631-765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. O��OF SO(/jyol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax (631)765-9502 P.O. Box 1179 G Q Southold,New York 11971-0959 �� �O �y�OUNTY,�c� BUILDING DEPARTMENT TOWN OF SOUTHOLD 2nd NOTICE September 22nd, 2008 Janet & Eric Auer 50 Smith Drive S. Southold, N.Y. 11971 RE: 50 Smith Drive S. (Addition/Alterations) SCTM # 76.-3-32 Dear Mr. & Mrs. Auer, Please be advised that your Building Permit # 31458 issued September 20th, 2005 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit, please submit a fee of $250.00; at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 631-765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. *pF SO!/ryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road 4 Fax(631)765-9502 P.O.Box 1179 Southold,New York 11971-0959 yC4UNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD December 29th, 2008 FINAL NOTICE ,Tonet d Eric Auer 50 Smith Drive 5 Southold, N.Y. 11971 RE' 50 Smith Dr. S. (Addition/Alterations) SCTM: #76.-3-32 Dear Mr. d Mrs Auer, Please be advised that your Building Permit#31458 issued September 20th, 2005 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to the use of the structure. To renew your Building Permit, please submit a fee of$250.00,' at time we can schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 765-1802, Respectfully, SOUTHOLD TOWN BUILDING DEPT cc: code enforcement cc: legal department U��' an6- t� vj�t) Gin 4Z, o �- Q ic q 0 J'e'rj P ,ofFat� Y> Southold Town Building Department �$yn 54375 Main Road Permit#: 34387 Southold,New York 11971 Permit Date: 1/14/2009 (631) 765-1802 Expiration Date: 7/14/2010 Parcel ID: 76.-3-32 BUILDING PERMIT RENEWAL LETTER Dated: 2/24/2011 Applicant: JANET LYNN&ERICK C AUER Location: 50 SMITH DR S SOUTHOLD,N.Y. 11971 Work Description: RESIDENTIAL ADDITION ADDITIONS AND ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR WITH FLOOD PERMIT. A FEE OF$250.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT,THANK YOU. Owner: JANET LYNN&ERICK C AUER Address: 50 SMITH DRIVE SOUTH SOUTHOLD,N.Y. 11971 f The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. tSouthold Town Building Department 54375 Main Road Permit#: 34387 Southold, New York 11971 Permit Date: 1/14/2009 �+ F7 (631)765-1802 Expiration Date: 7/14/2010 1 0 ;-0�"4 Parcel ID: 76.-3-32 BUILDING PERMIT RENEWAL LETTER FINAL NOTICE Dated: 9/16/2011 Applicant: JANET& ERICK AUER Location: 50 SMITH DR 5 SOUTHOLD, N.Y. 11971 Work Description: RESIDENTIAL ADDITION ADDITIONS AND ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR WITH FLOOD PERMIT. A FEE OF $250.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: JANET& ERICK AUER Address: 50 SMITH DRIVE SOUTH SOUTHOLD, N.Y. 11971 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. 7p1,❑ 106 � �OOZ 1566 68Q6 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. tFtit Southold Town Building Department 5 Permit#: 34387 4375 Main Road Southold,New York 11971 Permit Date: 1/14/2009 (631)765-1802 Expiration Date: 7/14/2010 Parcel ID: 76.-3-32 Dated: 1/19/2012 Applicant: JANET& ERICK AUER Location: 50 SMITH DR S SOUTHOLD,N.Y. 11971 Work Description: RESIDENTIAL ADDITION ADDITIONS AND ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR WITH FLOOD PERMIT. Owner: JANET& ERICK AUER Address: 50 SMITH DRIVE SOUTH SOUTHOLD, N.Y. 11971 Your BUILDING PERMIT #34387 has been referred to me because you have not responded to requests to obtain your Certificate of Occupancy as required by Southold Town code. Pursuant to 144-15A, of the Southold Town Code, "No building hereafter erected shall be used or occupied in whole or in part until a certificate of occupancy shall have been issued by the Building Inspector." Therefore, you have ten days from the receipt fo this letter to submit a check made out to the Town of Southold in the amount of$125.00 to renew the building permit, or legal action will be taken against you. Should you have any questions, call the building department between the hours of 8:00 a.m. and 4:00 p.m. Respectfully Yours, j*-woo4 Michael Verity: Chief Building Inspector Southold Building Department cc: Damon Rallis Zoning Inspector S 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road 411 Fax(631)765-9502 P.O. Box 1179 CA Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD September 18, 2013 Janet & Erick Auer 50 Smith Drive S. Southold, New York 11971 NOTE: A final elevation certificate from your surveyor is required. TO WHOM IT MAY CONCERN: The FollovAng Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) CNA Electrical Underwriters Certificate. (contact your electrician) A fee of$50.00. Final Health Department Approval. k�umbers Solder Certificate. (All permits involving plumbing after 411/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. BUILDING PERMIT : 36958-Z additions/alterations pF SOUIyOIo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax (631)765-9502 P.O. Box 1179 G � Southold,NY 11971-0959 COU ,� BUILDING DEPARTMENT TOWN OF SOUTHOLD January 16, 2014 Janet & Erick Auer 50 Smith Drive South Southold, New York 11971 VV NOTE:Your Certificate of Occupancy will not be processed until the updated survey is submitted showing removal of the deck. Then BP 36958 will be amended to include the"as built"above ground swimming pool. If you have questions contact Gary Fish at 765-1802. c TO WHOM IT MAY CONCERN: Ll� The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: i Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Gl�� v Final Fire Inspection from Fire Marshall. h 12t J Final Landmark Preservation approval. Final inspection by Building Dept. BUILDING PERMIT - 36958-Z additions/alterations { SENDER f'' • ON_ ur ■ Complete items 1,2,and 3.Also complete a genature Rem 4 If Restricted Delivery is desired. ❑Agent ■ Print your name and address on the reverse 0 Addressee so that we can return the card to you. B. Re4lved by(Printed Name) C. Date of Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: D. Is delivery add ssX1ereqfrom1tern 1? ❑Yes If YES,erlt d4 a'pyq slow: ❑No J �- IMP Z 11q'71 3 ❑Certified �Retu*rn Mail ❑Registered Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number (ransfer from service fabeo PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 • • Complete items 1,2,and 3.Also complete a S n alu item 4 If Restricted Delivery is desired. Agent ■ Print your name and address on the reverse X A(�' 13 Addressee so that we can return the card to you. B, Recely (tented N") C, D o Delivery • Attach this card to the back of the mailpiece, Ir<V or oq the front If space permits. D. Is delivery address different from item 1? ❑Yes 1. Art Addressed to: W- 3 (f5$ If YES,enter delivery address below: ❑No 3. Service Type ❑Certified Mail ❑Express Mall ❑Registered ❑Return Receipt for Merchandise l! ❑Insured Mall ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number (Transfer from serHcs Mb•Q - PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 COMPLETE •N COMPLETE THIS SECTION ON DELIVERY • Complete items 1,2,and 3.Also complete A. SNIgnatur'e Item 4 If Restricted Delivery is desired. Agent i • Print your name and address on the reverse Addressee so that we can return the card to you. B. Reoei by(Prin C. [very • Attach this card to the back of the mailpiece, or on the front if space permits. D. Is delivery address 1, Article Addressed to: If YES,enter deliv 97s, cn�n� (,� 3. Service Type ' `' .t' ❑Certmed Mall ❑Express Mall ❑Registered ❑Return Receipt for Merchandise _ _l f ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number ransA•ron sMm mW 7 0/0 n as q( 4 / ,•,�/ PS Form 3811,February 2004 Domestic Return Receipt 102695-024A-1640 ENGINEER'S SEAL: g � . 07a CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT 2x8 RIDGE 2x8 RIDGE 2x6 COLLAR TIE 2x6 COLLAR TIE _ V R-49 INSULATION R-49 INSULATION 2x6-16 oc RAFTERS 2x6-16 oc RAFTERS 12 — " CDX ROOF SHEATHING -- 61 12 15# FELT 61 T (� CDX ROOF SHEATHING 2x6/2x4-32" 15# FELT 25 YR SRTONGBACK c I�'■y O 25 YR. ARCHITECTURAL ROOF SHINGLE HIP END TIES x 2x8-16" oc O 2x8-16" ooc (1)3h"x1136' LVL FWSH BM. -16-oc 1 x6 FASCIA (MATCH EXISTING) [ 24" VINYL VENTED SOFFIT 1 ( � DBL 2x6 PLATE W DBL 2x6 PLATE R-19 INSULATION p QA R-19 INSULATION 2x6-16" oc WALL STUDS H = C) 2x6-16" oc WALL STUDS NEW _ CDX WALL SHEATHING BATH HALL HALL �" CDX WALL SHEATHING Z ~ x TYVEK HOUSEWRAP - TYVEK HOUSEWRAP p CEDAR BEVEL SIDING ( CEDAR BEVEL SIDING F-4 C p (6" EXPOSURE) (6 EXPOSURE) rA 2x8 SHOE R-26 INSULATION FLASHING 2x6 SHOE ~ 2x8 BOX BEAM 34 CDX SUBFLOOR - GLUED & NAILED g4 DECKING 2x8 BOX BEAM R-26 INSULATION A 2x6 CCA SILL PLATE w/ �4� cox sueFL - Glum ec AItED 2x6 ACQ-16" oc FLOOR JOISTS 2x6 CCA SILL PLATE w/ TERMITE SHIELD & SILL SEAL 2x8-16" oc FLOOR JOISTS (MATCH EXISTING) TERMITE SHIELD & SILL SEAL 2x8-16' oc FLOOR JOISTS (MATCH EXISTING) x 12" ANCHOR BOLTS MAX. DIFFERENCE IN . (2)04'-X W LVL GIRDER 2 2x8 ACQ GIRDER V x 12" ANCHOR BOLTS MAX. DIFFERENCE IN (a)1%'X Ski" LVL GIRDER FLOOD VENT— ELEVATION BETWEEN NEW FLOOD VENT ELEVATION BETWEEN NEW exaxv6" CONC. PIER - GRADE —r GRADE AND CRAWL 9y&161 CONC. PIER GRADE -'r GRADE AND CRAWL ON 2'-O'x2'-O' (N 2'-O"x2'-O' DAMP PROOFING 12• DIA CONC. FILLED SONA TUBE PIERS DAMP PROOFING SPACE FLOOR _- SPACE FLOOR 8" PC FOUNDATION WALL (MIN. V-0• BELOW FINAL GRADE) 8" PC FOUNDATION WALL CONC. FrG. 2" PC. SLAB TO BEAR ON UNDISTURBED SOIL 2x4 KEYWAY - (INSURE SOIL BEARING CAPACITY) 2x4 KEYWAY 2" PC. SLAB 16" x8" PC FOOTING EACH COLUMN TO HAVE (1) /4 VERTICAL 16` X 8" PC FOOTING REBAR LOOPED AT TOP OF PIER WITH MINIMUM OF 3G' BELOW FINAL GRADE 1/r ANCHOR BOLT HOOKED IN MINIMUM OF 36" BELOW FINAL GRADE BEAR ON UNDISTURBED SOIL LOOP IN CONCRETE PIER AND ATTACHED BEAR ON UNDISTURBED SOIL INSURE SOIL BEARING CAPACITY TO GIRDER FOR CONTINUOUS TIE DOWN (USE APPROVED SIMPSON HANGERS INSURE SOIL BEARING CAPACITY SEE DETAIL) U a a � Q U 0 INSURE ALL PLUMBING) VENTS ARE ON THE BACK OF HOUSE - C4 E U INSURE ALL PLUMBING MEETS OR EXCEEDS W UP_ N A 0 o NYS. AND SCDHS CODES AND REGULATIONS. BQ�I I @ ( I INSURE ALL PLUMBING VENTS ARE ON THE BACK OF HOUSE 2 3 Y Er = s �U C/3 O (� ° 0 a PROJECT NO: 871-2005 DRAWN BY: BDK CHECKED BY: r r r r laic aem� FIRST Fl WINDOW AND DOOR FAD SCALE: 1/4"= 1'-0" BAltlH4011 i/2• r CLEAR OPENING IN DATE WINDOW TOP OF SUBFLOOR WINDOW MEETS OR OR WINDOW OR UNIT CLEAR OPG. FULL OPEN POSITION CRACK OPENING VENT TO TOP OF INSIDE OVERALL UNIT 06-21-05 F9W EXCEEDS NYS CODE DOOR DOOR NO. SQ/FT. WIDTH HEIGHT CLASS VENT SASH ONLY SQ/FT. SILL STOP AREA CO. r FOR EGRESS NUMBER MANUFACTURE INCHES INCHES SD/FT. LINEAL- FT. INCHES SQ/Fr• REV. 07-24-05 DADA r NO 1 ANDERSEN 4 25.6 1 13'-1 44 FAV.4'a J YES 2 ANDERSEN 29x6" 2 4 ] 18'-1" 2 NO 3 ANDERSEN 336 ____1_W4" 15-1" T YES 4 ANDERSEN 33� 2 4 17'—g" 2 YES 5 ANDERSEN 3052 6.64 336 2 4 19'_1" 6.67 20Y2 16.95 PLUMBING RISER DIAGRAM No 6 ANDERSEN 19 51j6" G-4" 67/te - NT NOTE: THE PROVISIONS 0[:_ CHAPTERS 30, 31 AND 32 OF THE YES 7A ANDERSEN 28A" 91 NA NA SHEET TmF: C ROSS RESIDENTIAL CODE= OF THE STATE OF NEW YORK ALONG SECTIONS/ WITH THE PLUMB![,G CODE OF NEW YORK STATE AND THE PLUMBING SUFFOLK COUNTY )EPARTMENT OF HEALTH SERVICES WILL SCHEMATIC/ GOVERN THE MATERIALS, DESIGN, CONSTRUCTION AND © WINDOW AND COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC. INSTALLATION OF SANITARY DRAINAGE SYSTEMS. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED DOOR UNDER FEDERAL COPYRIGHT LAW. SCHEDULE PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. SHEET NO` ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. 12 OF 12 Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEINA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. ENGINEER'S SEAL- NE YO N 20' 12'-7j" 13'-8" ._4. 11'x8 DECKING � Z 2x8-18" oc ACO ATTACHED TO 11'x8 DECKING USING APPROVED STRAPS OR ANCHOR PLATES. NO, PROVIDE DBL. 2x8 (2) 2x10 AGO GIRDER (NOTE GIRDER Is TO OF 10 ATTACHED TO 44 WITH APPROVED STRAP BOX BM. OVER ALL FLOOD VENTS f-- 4x4 CCA POST ANCHOR PIA NOTE: PROVIDE 8" PC. FOUNDATION PROVIDE ALL ANCHOR BOLTS 16"x8" 3"x3" USEQ AS � APPROVED SIMPSON 4x4 POSE ANCHOR 16"x8" ON PLATES TO BE FOUNDATION 16"x8" CONC. FTG. FOUNDATION = FLOOD VENT FLOOD VENT WASHERS. (SIMPSON) 1(MN. —Or BELOW FISONAGR�)TER r-— —— —— —— — — —— —— ——— — — — —— —— — — —1 TO BEAR ON UNDISTURBED SOIL s I NOTE: EACH COLUMN TO HAVE 1 I INSURE SOIL BEARING CAPACITY) I- - _ - -- ----B ---- --- -- -- 2' N VERTICAL .� I FLOOR JOISTS ARE TO BE SOLID �4x4AP0�AED NCTHOOt� TO ATTACH POST! POCKET w BLOCKED 48 oc. FOR FIRST TWO FRAME CONC PER AND USE APPROVED STRAPPING PROVIDE DBL. 2x8 ! I 0I I I BAYS PARALLEL TO EACH OTHER FROM TO ATTACH POST TO GIRDER FOR BOX BM. OVER ALL I If 2x8-16' oc FLOOR JOISTS 6 I I EACH END OR, SIDE OF HOUSE ��m SIE DOWN FLOOD VENTS (MATCH EXISTING) (USE APP SIMPSON HANGERS SEE DETAIL) I I ( = NEW I I Sx8x18' PROVIDE DBL 2x8 A 17' DIA CONC. FILLED SONA TUBE PIERS 't CONC. PIER I I BOX BM. OVER ALL PROVIDE I I ON 2'_0'x2•-0' (MIN. AR BELOW FINAL GRADE) I DECK POST DETAIL 1 swxg» I a CONC. FIG. I I FLOOD VENTS BEAR ON UNDISTURBED SOIL p (INSURE SOIL BEARING CAPACITY) FOUNDATION EACH COLUMN TO HAVE (1) t4 VERTICAL FLOOD VENT I I NEW I PROVIDE REBAR LOOPED AT TOP OF PIER WITH » » 1/Y- ANCHOR BOLT HOOKED IN ( i CRAWLS S�ACEI—y- ! 16"x8* Lppp IN CONCRETE PIER AND ATTACHED ALL ANCHOR BOLTS ARE TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF I FOUNDATION TO GIRDER FOR CONTINUOUS TIE DOWN THE BUILDING CODE OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER I I ( I FLOOD VENT (USE APPROVED SIMPSON HANGERS ! —SEE DETAIL) ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND L_ J 8" PC. FOUNDATION I I 2x8-16' oc FLOOR JOISTS I LINE OF DECK ABOVE �— ——— — — —— —— — — — — —- - TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. W ON I I (MATCH EXISTING) I " 2x8 ACQ GIRDER��_ T 16"x8" CONC. FfG. I '_4" ---r--y 4 J —tgy, r— 8XBX16" or x N A l '� o CONC. x2' O. I o NEW q I I I l C7 O r 1 I CONC. M. l ' ' WOODEN DECK I " r_ ------------I , I ao I -------- -- -7�I 1 I tO0 I ! i / , // / / / / / / / / // N » V1 PROVIDE DBL. 2x8 I ( (/ /,/ /iI I' / / ♦ ♦ / / / ♦ / /♦ / I i I <rTl W BOX BM. OVER ALL 1� GR�R -(2-)2x-8 ACQ GIRDER VENTS 2s EXISTING I I O A A EXISTING ! I I V `�//`�/ /,°►�,;�/ RAISED CONC. "A I I H x 0 //`� `///' ` /� ENCLOSED ,�I I I� r————1 I ! I BASEMENT PROVIDE ( // / / , l ! Z 16"x8" I I V/,, ,//,,/, ,/ �� �J I I I i FOUNDATION I I I V//,/i/ /,/i• / /� I SCREENED PORCH' I l I I EXISTING I ! I I I Z FLOOD VENT I I / // `// /� � `/i,. TO BE REMOVED ,� I I I BILCO I = I I I O 0 F-' O O �- I I I //�. /�` ♦ //i ////// �I 1 I I I TO BE I I EXISTIN i I I I v� Vi /i I I REM VE I I CHIMNEY �/ AND r I I I'/, /,I i ! I IFILLED—IN I I I I ! I I I I I /1 .t./1'/1 LJ L—— ——i LJ I—— I :r-«'•:: - EXISTING GIRDER SYSTEM — — —————— ——— — —— —— — ——— — ! r PROVIDE OPENING r PROVIDE OPENING PROVIDE NEW CONC. ! I I BETWEEN EXISTING I I NEW CRAWL SPACE WALL AND DAMP PR001FING I ! ! CRAWL SPACE AND I I AND ON EXTERIOR SIDE OF 'WALL I i NEW CRAWL SPACE EXISTING BASEMENT (BREAK UP SLAB AT E3ASE I I i i TO ALLOW FOR DRAINAGE) I I l I I x I I M I ! EXISTING FLOOR JOISTS i i Z I I ! I ! I EXISTING 0 BASEMENT 0 I ! I I I I rn I I I EXISTING i I ( 7' = I I ! I z EXISTING GIRDER SYSTEM Z EXISTING GIRDER SYSTEM CRAWL SPACE G S I 0 _ _ _ _ — �,_ _ _ _ _ _ I C- � ml r--- - - -- -- I I I (A (A PROVIDE NEW OPENING IN = I NEW I -` I = e �j ! ! I I N WALL AND PROVIDE NEW D I ! BILCO CONC. WALLS AS PER I I BILCO MANUFACTORIES ao 1 I C DOOR I ` I O EXISTING FLOOR JOISTS I I SPECS. ^I f' L——— — — —J I Q I ! I I ^ I I I ( ® PROVIDE NEW —J Z ! I ! BILCO "Co I r-- -- -- - C7 I STRINGER W/ I I Q W E I I I ! 2x10 TREADS I I Q °P $ o� o � ° I I I ! I ! --J L - --- --- - -- -- -- -- -- - - -- -- -- - - -- - - - - - - - -- ---J I ° W �°m I I- -- - -- - -- - - - I < x�o u I ------ ---J L- ---- ---- - --- ------------ ---- - ----- - -- ---- (7� a.nnu PROJECT NO- 871-2005 DRAWN Br: BDK CHECKM Br: SCALE: 1/491= 1'-0" DATE 06-21-05 REV: 07-24-05 12'-2j" 34'_0j" 6'--i]w SHEET TI LE- FOUNDATION FOUNDATION © COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC. PLAN EXISTIING FOUNDATION ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. FOUNJDATION TO BE REMOVED PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. SHEET Not ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. NEW FOUNDATION WALLS THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. 8 OF 12 Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. ---- ENGINEER'S SEAL: 2 6'-3j" l 20' 12'-7j" 1• " 13'-8" �lr -10" 10'-5" 2'-9" 3'-41j" 7'-11 - '-10i" '-9 " O000O I I M _ ._ A A NEW 1 KITCHEN -11 " 12'-7j" = A NEW " i l x p I BATH - NEW EXISTING Z � H I I_3 3'_10 » I WOODEN DECK M BEDROOM 0 in 00 I G I A Cn I it I II I I 2• 1 I _ O I � 71 I I ---J L--------- — ------------ — EXISTING 14'-7j" N = DINING I' ROOM EXISTING BATH ' 1 = N ROOM io 0 EXISTING EXISTING BEDROOM GREAT ROOM VERIFY GAS DIRECT 11'-11 VENT FIREPLACE DIMENSIONS PRIOR TO FRAMING = ww GAS DIRECT qt F VENT FIREPLACE TO BE N a r4l�_ EXISTING INSTALLED AS PER MANF. POWDER 7'-8j" SPECS. AND AS PER p NYS. CODE. eNEW v ROOM 1 = N CL. NEW 't _ - d N BILCO CZ7 9 2F C DOOR Q . ° o i NEW EXISTING N °EXISTIN CL. DEN r &} cc Z FOYER o W a w N 2. _j I M PROJECT NO: 871-2005 EXISTING = DeAwN er: rKUNI BDK �i STEPS CHECKED BY: SCALE: 1/4"= 1'-0" DATE ALL FIRST FLOOR WINDOWS 06-21-05 TO BE SET ® 6'-6" AFF. REV. UNLESS OTHERWISE NOTED. (MATCH EXISTING) 07-24-05 NOTE: ALL HEADER ARE TO BE '-1 '-9" '0'- � _•` " '1'-10j" �`--6'-9" NOTE: ALL HEADER ARE TO BE MIN. OF (1) *"x972" POWERLAM 6•_3j» MIN. U (1) "x ER SE NOTED ' HDR. UNLESS OTHERWISE NOTED. HDR. UNLESS OTHERWISE NOTED. SHEET M.E. FIRST FLOOR PLAN WITH LOCATION OF FIRST WALLS BEING REMOVED FLOOR NEW ADDITION 478 SO/FT LIVING AREA © COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC. DEMOLITION NEW ADDITION 174 SQ/FT COVERED PORCH ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED PLAN UNDER FEDERAL COPYRIGHT LAW. EXISTING WALLS PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. SHEET NO.' ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF NEW WALLS EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE r---------i PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. L———————— WALLS TO BE REMOVED 9 OF 12 Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. ENCNEER's 3,D O� W z 6'_3j" c7 20' 12'-7j" '- " 13'-8" '-10" 10'-5" 2'-9" 3'-411" 7'-11 " 1 ._1N» �OF SS N PROVIDE Xz" CDX ON BOTH SIDES OF PENINSULA KNEE WALL NEW NEW ANDERSEN = ANDERSEN 3032 3052 000 z �N I .env I M W �t ZZM WPM I Q A Z - N ' Q " 1 NEW Z ° in KITCHEN „ _ j I 1 Z C3 M i+) M ZQ 1 w EX. z '-114" ANDERSEN U))N 19"-1" ==yam UNIT W PO x+ Z C3 » p a z .12'-71 z p W N A Z0N A 31068 T.O. Z W n � 00 Z NEW (0 E-' BATH N - --( °z x 01:C4 WWZo NEW '�' EXISTING Z �, Z Q a '-3 3'-10�" 3 " -' o w co WOODEN DECK ;� z BEDROOM Z O C zl" , Waa �WZ QW l0 0 3i 6 T.O. --( z Z 0:3 A = w N tD 1 34 1 10 ® QN ,E 17F-- o O ANDERSEN ANDERSEN EX. 2x8-16' oc CEIUNG JOISTSi 20310 20,310 ANDERSEN 2.T ' 7j' UNIT ] I Z — 3 1V4_X 1136 LVL GIRDER _ to I� z o M EXISTING ® 14'-7j" I Z DINING- N a 00 04(n ROOM o EXISTING _ Z N BA W W* (2x8-16' oc CEIUNG JOISTS _� N ROOM M o a r EXISTING X U BEDROOM WW Z EXISTING Z GREAT ROOM U 11'-111" NEW DIRECT = VENT GAS e 1 FIREPLACE VERIFY ALL z EXISTING 7,_ » DIMENSIONS S N N ,;;w N POWDER WITH MANF. 1068 U O lei °a io N NEW z - - Za ROOM I ' CL. ® N� NEW 7 - d "I N W o� BILCO 1 10 ri I NEW EXISTING ¢ '�C" DOOR w N s 1 EXISTING ' a DEN ilos• BEDROOM - = A 0� 7� Z (n co 00 CAUTION IS TO BE USED WHEN W m w o �1 0 O WORKING IN THIS AREA DUE TO _ �-2 _gi" - I � ►� H X-`o D `v °in `4 SERVICE AND HOUSE WIRES ARE ; FOYER 4- 1 °' a LOCATED IN THIS AREA I e d a;y U N Ik 12' W m I ih PROJECT NO EX. EX. EX. ANDERSEN ANDERSIEN ANDERSEN 871-2005 24310 24310) EXISTING UNIT = DRAM ev: EXISTING EX. FRONT� BDK ' ELECTRIC ANDERSEN STEPS CHECKED BY: METER UNIT SCAM 1/4"= 1'-0" DATE: ALL FIRST FLOOR WINDOWS 06-21-05 TO BE SET ® 6'-6" AFF. UNLESS OTHERWISE NOTED. ` (MATCH EXISTING) 07-24-05 •_1 4._9" L 10'-3j" -5j» 11'-1 0j" �`-6'-9j" NOTE: ALL HEADER ARE TO BE NOTE: ALL HEADER ARE TO BE MIN. OF (1) �"x97z' POWERLAM 6.-3j" MIN. OF ES 31�THER SE NOTED HDR. UNLESS OTHERWISE NOTED. HDR. UNLESS OTHERWISE NOTED. SHEET UrM' NEW FIRST FLOOR FIRST NEW ADDITION 478 SO/FT LIVING AREA FLOOR NEW ADDITION 174 SO/FT COVERED PORCH © COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC. PLAN EXISTING WALLS ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT NEW WALLS WRITTEN AUTHORIZATION. sH� NO' ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. 10 OF 12 Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. ENGINEER'S SEAL: c� ass PROVIDE Xz" CDX ON BOTH SIDES OF PENINSULA KNEE WALL U) m U Ir P {X O I , NcD II A N A (t)WxllW LVL FLUSH BM. I I o o �\e II A +eyGo � � +� ti A 16 oc m m 04 _ _ 11 N N Ln (/f 2'-6` M-16- oe CEILING JOISTS RAFTERS ARE TO BE PLACED RAFTERS ARE TO BE PLACED ON EITHER SIDE OF 1136" ON EITHER SIDE OF 1W a SET AT 9—1 FLUSH BEAM AND THRU FLUSH BEAM AND THRU X `jt x ,-1 " BOLTED WITH (1) Xi" BOLT BOLTED WITH (1) X BOLT U WO 2x6 :. x6-16" oc CEIUNG J01� 16 oc x x r_ - A A O (1)S4"x11W LVL FLUSH BM. F�--� A N POST W F� W !7 7 2x8-16' oc CEIUNG JOISTS 2x6-16" oc RAFTERS 2x6-16' oc RAFTER'S 1--1-04 sip m H x NEW EXISTING N O BEDROOM WOODEN DECK { F-4 o O 1 i I i 1 2x8-16" oc CEIUNG JOISTS \ ❑ 1130 LVL GIRDER _ \ \ 2x6-16' oc RAFTERS 2x6-16" oc RAFTERS 1 EXISTING DINING \� ROOM EXISTING BATH \\ � 1 2x8-16' oc CEIUNG JOISTS ROOM ry+� EXISTING \\ BEDROOM \ \ EXISTING v GREAT ROOM \ rA N EXISTING O POWDER ROOM NEW —_ d BILCO 0 " " E EXISTING C DOOR A EXISTING m ° DEN BEDROOM e 3 ====77=J, La'a CAUTION IS TO BE USED WHEN ^ d WORKING IN THIS AREA DUE TO H :2.c °a U SERVICE AND HOUSE WIRES ARE o LOCATED IN THIS AREA FOYER O o�o L W a-nw Qw LJ PROJECT NO: 871-2005 EXISTING � BDK EXISTING STEPS CHECKm BY. ELECTRIC I METER SCALE: 1/4"= 1'-0" DATE 06-21-05 07-24-05 j ROOF PLAN CEILING FRAMING PLA N PERGOLA SHEEr TITLE- CEILING FRAMING PLAN © COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC. AND ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED ROOF PLAN UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. S"M N0' ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. 11 OF 12 Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. r BUILDING CONSTRUCTION NOTES: Tj Fly£ Permit Number [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. DJMN:ER•S SEAL: [ ] I Return ducts in unconditioned attics or outside the building mast be insulated to R-4, r GENERAL: [ j I Supply ducts in unconditioned spaces must be insulated to R-8. VNDE1PVVRITERS CERTIFICA ' ��' � 3q 3 �� J. ��- [ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R-2. REQUIRED L All construction work shall comply with the Building Code of New York State,and the American Forest and Paper Association(AF&PA) I insulation is not required on return ducts in basements. V D AS N E Wood Frame Construction Manual(WFCM)for One-and Two-Family Dwellings,2003 SBC Hi Wind Edition. REScheck Compliance Certificate APP O Q w SI► P Checked By/Ualr. i A ` New York State Energy Conservation Construction Code acct construction: } g # C(�!1,PLY WITH ALL CODES OF z 2. All work shall comply with the New York State Energy Code. [ ] All joints,seams,and wnnections must be securely fastened with wells,gaskets,mastics DATE: Rr4clteckSoliwdre Version 3.s Releese]e N�b^t/ YORK STATE & TOWN CODES V` A. It shall be We contractor's responsibility to submit the size,design,and type of mechanical systems which will be used in Data filename:C:1Program FileslCheck',RF.SchecklAUER tick 1 (adhesives),mastic-plus-embedded-l"abric,or tapes. Duct tape is not permitted. FEE: sY r- 1 sufficient detail as required by the Building Department. Lrcepliun:Continuously welded and locking-type longitudinal joints and seams on ducts NOT BUILDING DEPAR ENT AT AS R Q RED AND CONDITIONS O B. Insulate all supply&return ducts and piping as required by code. PROJECT TITLE:AiJER RESIDENCE I operating at less than 2 in.w.,, (500 l'a). C. 765-1802 8 AM TO 4 PM FOR THE UTHOLD TOWN ZBA All windows,door sills,openings,etc.shall be caulked and weather stripped. i I � Ducts shall be supported every I 0 feet or in accordance with the manufacturer's instrucaiurrs. FOLLOWING INSPECTIONS: [ ] I Cooling ducts with exterior insulation must be covered with a vapor retarder. S H�[d OWN PLANNING BOARD 3. Single and multiple-station smoke alarms.Single and multiple-station smoke alarms shall be installed in the following locations: [ ] I Air fibers are required in the return air system. 1. FOUNDATION - TWO R UIRED ! T p COUNTY: w Suffolk 'the HVAC s FOR POURED CONCRETE OUTNOIG TOWN TRUSTEES 1)In each sleeping room. S'1'A't'E:New York [ ) I system must provide a means 1'ur balancing air and water systems. ' 2)Outside of each separate sleeping area in the immediate vicinity of the bedroom. IIDD:5750 I 2. ROUGH - FRAMING & PLUMBING 3)On each additional story of the dwel ling,including basement and cellars but not including crawls I Temperature Controls: 3. INSULATION Y.$,DEC g paces and uninhabitable attics. CONSTRUCTION TYPE:Detached 1 or 2 Family In dwellings and dwelling units with split levels and without an intervening door between the adjacent levels,a smoke alarm installed HEATING TYPE:Non-Electric ( J I Each dwelling unit has at lesaz one thermostat capable of automatically adjusting the space 4. FINAL - CONSTRUCTION MUST on the upper level shall suffice for the adjacent lower level provided that the lower level is less than one full story below the upper I temperdturt:set point of the largest zone. FINAL COMPLETE FOR C.O. level. DATE:07.E24:05 I ALL CONSTRUCTION SHALL MEET THE ALL Electric systems: REQUIREMENTS OF THE CODES OF NEW CONSTRUCTION SHALL DATE OF PLANS:07-24-05 MEET THE RE 4. Engineer is not responsible for the supervision of construction. General Contractor must verify all dimensions and conditions before ( ] I Separate electric meters are required for each dwelling unit. YORK STATE. NOT RESPONSIBLE FOR REQUIREMENTS OF TH construction or fabrication. Engineer is not responsible for any changes without written prior approval. PROJECT DESCRIPTION: I DESIGN OR CONSTRUCTION ERRORS. CODES OF NEW YORK E AUER RESIDENCE I Fireplaces: :.,. STATE. 5. Do not scale drawings. [ ] Fireplaces must be installed with tight fitting nun-combustible fireplace doors. 50 SMITH DR. Y. 1197 ( ] ( Fireplaces must be provided with a source of combustion air,m required by the Fireplace construction SOtrTHOr.n,NY. 11971 I 6. The engineer shalt be responsible for the content of these drawings only. He shall not be held responsible for any materials, provisions of the Building Code ofVew York Slate,the Resklential Code of New T ork State or F'L(1MBER CERTIFICATION the Aiw York City Building Code,as applicable. CONTENT T BEFORE workmanship, means or methods of construction. The engineer shall not be held responsible for the design or installation of DESIGNEIL'CONTRACTOR: I CJ LEAD CERTIFICATION OF' materials and equipment: Electrical,Plumbing,Heating,Ventilation,Air Conditioning,or any other system not specifically FAST END DESIGN ASSOCIATES LLC. contained in Were drawings. 5130 MAIN l3AYVIEW RD I Service Water Heating: CERTIFICATE OF©GCUPANOY NAILING & CONNECTIONS [ ] I Water heaters with vertical pipe risers must have a heat trap on both the irilct and outlet unless the LEER USED IN WATER SO[JTiTOLD,NY. 1 1971 SO REQUIRED. 7. Electric construction is to conform to the National Electric Code,Residential Code of New York State,Building Code of New York State, I water heater has an inlegrdl heat trap or is part of a circulating system. SUPPLY$)✓�.I..F�' CANNOT and L1PA. ( ] Insulate circulating hot water pipes to the levels in Table 1. SUPPLY EXCEED l 1'1 EM o/n NNO PROJECT NOTES: I ALL EXTERIOR WINDOWS TO BE ANDERSEN HP UNITS WITH LOW E GLASS OR EQUAL G I Circulating Hot Water Systems: 8. Plumbing is to conform to the County and Local Health Department requirements,and Residential Code of New York State,Building Code � ALL F,XTf:RTOR GLASS HOOKS TO 13T:ANDERSEN 1-m UNITS WITH LOW E GLASS OR - OCCUPANCY OR of New York State. EQUAL [ ] I Insulate circulating hot water pipes to the levels in Table 1. P LU M B I N G ALL EXTERIOR WWUURSI' 1.DOUK 1X7 13b U40 RATED [ swimming Pools: ALL PLUMBING WASTE USE IS UNLAWFUL 9. All heat producing equipment shall be installed in accordance with Residential Code of New York State,Building Code of New York State w and manufacturers specifications. ( J I All heated swimming pools must have an on/off healer switch and require a cover unless over 20'Yu &WATER LINES NEED TESTING BEFORE COVERING WITHOUT CERTIFICATE?- I of the healing energy is from non-depletable sources. Pool pumps ruquirc a tithe clock. LTJ O COMPLIANCE:Passes , F-OCCUPANCY x 10. All electrical and mechanical equipment is to be elevated to FEMA requirements and NYS Code as required. I Nesting and Cooling Piping insulation: O M�Yirnanr UA 115 [ J 11VAC piping conveying fluids above 105 T- or drilled fluids below 55 IF must be insulated to the / � O 11.Limitation of Professional Liability: Your Itome UA- 114 f By acceptance and use of these plans the owner/builder/agent agrees to limit the liability of East End Drafting and Design,and their 0.9%Better Than Code(11A) levels in Table 2. L � O FLOOD ZONE en due to neglect,acts of error,such that the total aggregate liability of East End Drafting&Design,and there draftsmen shall Crrocg Glazing Table l; Mlnlmnnr lnswlatlon %%rlekrtecs,fnr Cbe:wlaturg Ilol Water Pipes. � w not exceed 50%of the total fee for services rendered on this project excluding East End Drafting&Design's expenses such as blueprint Area of Cavity Cont. or Hoer tnsulation'1'hickness in inches by P' Sues COMPLY WITH CHAPTER"4•G" '"i �CA W(y) copies,reimbursed fees,etc.. Perimeter R-Value R-Value U-1 actor UA llealed Water Non-Circulating Rtmuuts Circulating Mains and Runouls FLOOD DAMAGE PREVENTION E-� Z Temperature(F) up to 1" tJp to 1.2s" I.s"l0 2.0" Over 2" SOUTHOLD TOWN CODE. w 12.All of our floor plans and elevations are protected under federal copyright law. No plan may be reproduced or reconstructed Ceiling 1:Flat Ceiling or Scissor Truss 576 49A 0.0 15 170-180 m Temperature Up 1.0 1.5 Ov � � Q without written permission. Wall l:Wood Frame, 16"o.c• 518 19.0 0.0 22 140-160 0.5 0.5 1.0 I.5 0 Window 1: Wood Frante:Doublc Pane with Low-E ? 0.334 1 100-130 0.5 O.S U.5 1.0 Z 13. Owner/Contractor must verify any site specific requirements for the construction such as flood zone requirements,etc. Window 2:Wood Frrune:Double Pane with Low-E ll 09 0.340 37 c Door : Glass 47 0.330 16 O C 14. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as Wall 2:Wood Frame, 16"o.c. :32 15.0 0,0 2 Table 2: Miaixrurrr Insulation rhickxtsy nrXtiilC � O Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and Floor 1:All-Wood JOist/Truss:Over Unconditioned Space 576 26.0 U.0 21 Fluid'fenip. Insulation Thickness in inches by Tips Sizes O f C) requirements with such agencies prior to construction. Piping System Types Range F 2"Runouls 1"and Less 1.25"to 2" 2.5"to 4" COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, Heating Systems 15. Owner/Contractor must verify all notations and construction specifications and ensure that all construction meets or exceeds the Building Code IA d) of New York State,and the American Forest and Paper Association(AF&PA)Wood Frame Construction Manual(WFCM)for One&Two specifications,and other calculations submitted with this permit appliwation. The proposed systems have been designed to meet the Low Pressurc,7emperature 201-250 1.0 1.5 1.5 2.0 y g High New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and Low Temperalure 120-200 0.5 1.0 1.t), 1.5 Family Dwellings,2003 SBC Hi Wind Edition. Steam Condensate(tor teed water) Any I.0 1.0 1.5 2.0 signed this page,they are attesting that to the best of his/her knowledge,belief and professional judgment,such plans or Cooling earn Systems 16. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as Suffolk County specifications arc;in compliance with this Code. Chilled Water,Refrigerant, 40-55 0.5 U.5 0.75 1.0 Department of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all Conditions,codes,and requirements with such ����� �� 1,�,�-�1 Daze nom. � � sold Brine, Below 40 I.0 1.0 I.5 1.5 agencies prior to construction. Buildcrillcaigner r✓ / 17. Any discrepancy on this plan is to be brought to the attention of the Engineer immediately for Re-Design. RE&Jleck Inspection Checklist New York State Energy Conservation Construlction Code i �:vS che kSoftware Version 3.5 Release le NOTES TO FIELD (Building Department Use Only) GENERAL NOTES: DATE:u7.24/cis Pi DJECT TiTT.E:AUER RESIDENCE CARPENTRY: Kept Provide double joists under all partition walls unless otherwise noted. Dept I Provide typical energy corners+interior/partitions. T Fireplace-provide support for hearth as required. I Sill plates are to be 2"x 6"treated 40 year CCA with sill sealer. I Ceilings: _ Provide sill sealer-below termite shield. 2"x 6"-16"oc exterior walls. [ ] I 1. Ceiling i:Flat Ceiling or Scissor Truss,R-49.0 cavity innsulation u I a 2"x 4"-16"oc interior walls-unless noted otherwise. Comments:i All wall studs are to be#2 or better Douglas Fir-Larch. I Above-Grade Wails: All other framing members are to be#2 or better Douglas Fir-Larch or otherwise noted. ( ] I 1• Wall]. Wood Frame, 16"o.e.,R-19.0 cavity insulation Provide solid blocking beneath all bearing points. I Comments: U N Provide structural metal connectors as required in all conditions as per state and local codes. - T O [ ] I 2. Wall 2:Wood Franc, ]b"o.c.,R-15.0 cavity insulation HIS BUILDING HAS BEEN DESIGNED A S Openings to have(2)2 x 10 headers-unless otherwise noted. I C onunents: Q Lag bolt all steel columns to girders in cellars,crawl spaces and basements. - y 5/8"cdx snbfloor. A PARTIALLY ENCLOSED STRUCTURE AS 1/2"cdx roof sheathing.(5 ply) I Windows: z 1/2"cdx exterior wall sheathing [ ] I 1. Window 1:Wood Frdme0ouble Pane with Low-E,U-factor-0.330 0 For windows without labeled U-factors,describe featurres: Provide fire blocking in all walls and floors as required by state and local codes. DEFINED BY THE NEW YORK STATE w #Yaws Franc Type_ 1 wribc area s[ I Yes[ .]No Q o- I Conuncnts: °^ ° CONCRETE: [ , , 2. Window 2: Wood Frame:Double Pane with Low-E,U--factor 0.340 BUILDING CODE . THE GLAZING I S NOT A �� "I Contractor is to verify soil load bearing capacity prior to construction. o m w �mZ ' € I For windows without labeled[J-factors,describe featirtres: � � c �a REQUIRED TO BE IMPACT RESISTANT -d Strength of walls=3,000 PSI at 28 day ASTM C-94 ready mix concrete as per Residential Code of New York State. ( 4 Panes Fume Type Thenual BreWO[ ]Yes I ]No N T � o 0- m- All footings,foundations,etc.shall rest on undisturbed soil I - - I W m�j ..`o Comments: d a W O o t Footings shall be 48"below finished grade_minimum. I - T O WIND - BORNE DEBRIS . All footings,foundations shall be formed. i Doors: Provide reinforcing buttress'on any wall over 20'long,T-O"below final grade. [ ] I 1. Tkxor 1:Glass, U-factor:0.330 PROJECT wo: ( x with 3-#5 rebar on 16"x 8"concrete footing) [ Comments: 1-2005 Foundation Waterproofing and Damp proofing-as per section R406 of the State Building Code. ELECTRICAL: I Floors: ( ] [ 1. Floor 1:All-Wood Joistgruss:Over Unconditioned Spiace,R-26.0 cavity insulation BDK Keep boxes 5"minimum from edge of box to rough opening. I Comments:ts: Electric construction is to conform to the National Electric Code,New York State Building Code,and L[PA_ i cHECKm 9Y: Provide smoke detectors as per state and local codes. i Air Leakage: i ( I Joints,penetrations,and all other such openings in t E he buildiing envelope that are sources of air sex PLUMBING: [ Icaknl;e muss be sealed. Supply pipes in walls(for toilets)at 3"from plywood. 1/4#'= it-on [ ) I Recessed lights must be 1)Type IC rated,or 2)installed insiide an appropriate air-tight assembly Plumbing is to conform to the county and local health department requirements and New York State Code. All wall stacks are to penetrate throw roof at rear of house when ever possible,spray to match roof shingle color. with a 0.5"clearance from combustible materials.if Herr-IC!rated,the lixtwc must be installed with a �' Pan � Po � p Y g 3"clearance from insulation. 06-21-05 I Rv: [ vapor Retarder: 07-24-05 [ ] I Required on the warm-in-winter side of all non-vented t'rdmtxd ceilings,walls,and floors. I Materials identification: [ ] I Materials and equipment must be installed in accordance witth the manufacturer's installation instructions. ( ] [ Materials and equipment must be identified so Iltat compliance can be dctennined. ( ] [ Manufacturer manuals for rdl installed heating and cooling eoquppment and service water heating equipment must be provided. [ ] I insulation R-values and glazing U-factors must be clearly maarked on the building plans or specifications. SHM Tn Z- I Unct insulation: GENERAL NOTES 8c © COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC. ENERGY ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED CALCULATION UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. SHttr No: ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. 1 Acceptance of these drawings does not authorize the right to build without the authorization ° OF 12 of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. ENGINEER'S SEAL• Tread depth at any walking line, measured a consistent distance from a side of the stairway, SECTION R3Q3 SECTION 8310 SECTION 8312 LANDINGS LIGHT,VENTILATION AND HEATING EMERGENCY ESCAPE AND RESCUE OPENINGS shall be uniform as specified in Section Qfif- R303.1 Ilabitable rooms.All habitable rooms shall be provided with aggregate glazing area of not less than 8 percent R312.1 General. Landings for stairways shall comply with this section. of the floor area of such rooms.Natural ventilation shall be through windows,doors,louvers or other approved 8310.1 Emergency escape and rescue openings required. Basements with habitable space and every 8314.7 Illumination. All stairs shall be provided with illumination in accordance with Section LU openings to the outdoor air. Such openings shall be provided with ready access or shall otherwise be readily sleeping room shall have at least one openable emergency escape and rescue opening. R312.I.I Landings for stairways. There shall be a floor or landing at the top and bottom of each 8303.4. controllable by the building oaupants.The minimum openable area to the outdoors shall be 4 percent of the floor area Where emergency escape and rescue openings are provided they shall have a sill height of being venotilated. not more than 44 inches (I 118 mm)above the floor. Where a door opening having a stairway' R314.8 Under stair protection. Enclosed accessible space under stairs shall have walls, under stair •0 Exceptions: threshold below the adjacent ground elevation serves as an emergency escape and rescue Exception:At the top of an interior flight of stairs,provided a door does not swing over RQ; 'ch► 1.The glazed areas need not be c where the opening is not aired Section 831 0 and an a surface and any soffits protected on the enclosed side with 1/2-inch(12.7 mm sum board. openable pent g required by approved opening and is provided with a bulkhead enclosure, the bulkhead enclosure shall comply the stairs. ) ' mechanical ventilation system is provided capable of producing 0.35 air change per hour in the room or a with Section 310.3. The net clear in dimensions required this section shall be 8314.9 Bulkhead enclosure stairways. Stairways serving bulkhead enclosures not part ofthe whole-house mechanical ventilation system is installed capable of supplying outdoor ventilation air of 15 cubic feet per g � � R312.I.2 Landings at doors. There shall be a floor or landing on each side of each exterior door. minute cfim)(7.081Js)per occupant exhrnperted on the basis two occ or the first bedroom and one occupant obtained by the normal operation of the emergency escape and rescue opening from the required building egress and providing access fiorn the outside ( sf inside. Emergency escape and rescue o with a finished sill height below the adjacent Exception: Where a stairway of two or fewer risers is located on the exterior side of a Pro 8 grade level to the basement for each additional bedroom. g y openings for the shall be exempt from the requirements of Sections 8312, 8314 and 8315 when the maximum 2.The glazed areas need not be provided in rooms where Exception t above is satisfied and artificial light is ground elevation shall be provided with a window well in accordance with Section 8310.2. door, other than the required exit door, a landin g is not required provided capable of producing an average illumination of 6 footcandles(6.46 lux)over the area ofthe room at a height exterior side ofthe door. The floor or landing at a door shall not be more height frond the basement finished floor level to grade adjacent to the stairway is covered by 8310.1.1 Minimum opening area All emergency escape and rescue openings shall have a minimum net clew ( ) top of the threshold. a bulkhead enclosure with hinged doors. Of 30 inches(762 mm)above the floor level. than 1-1/2 inches 38 mm lower than the opening of 5.7 square feet(0.530 m2). Exception: Provided that the exterior doorway is not for the exit door required by R303.2 Adjoining rooms. For the purpose of determining light and ventilation requirements,any room shall Section 8311, the stems between the landing at an exterior doorway and the be considered as a portion of an adjoining room when at least one-half of the area of the common wall is open and SECTION R315 HANDRAILS unobstructed and provides an opening of not less than one of the floor area of the interior room but not less than Exception: Grade floor openings shall have a minimum net clear opening of 5 square feet top ofthe threshold shall have a rise not greater than permitted in Section (0.465 m2). 11314.2. The door,other than an exterior storm or screen door shall not swing over the landing. 25 square feet(232 m2). R315.1 Handrails. Handrails shall be provided on at least one side of each stairway with two or more 8310.1.2 Minimum opening height. The mlinimum net clear opening height shall be 24 inches 8312.2 Size. The width of each landing shall not be less than the stairway or door served, Every risers. Handrail height, measured above stair tread nosings, shall be not less than 34 inches 8303.3 Bathrooms. Bathroons, water closet compartments and other similar rooms shall be provided with aggregate Pan g g 8 Y �' (864rom)and not more than 38 inches(965mm). All required handrails shall be continuous glazing area in windows of not less than 3 square feet(0.279 m2),one-half of which must be operable. landing shall have a minimum dimension 086 inches(914 mm)measured in the direction r T 1 (6 10 mm). of travel. the full length of the stairs from a point directly above the top riser of a flight to a point w Exception: The glazed areas shall not be required where artificial light and a mechanical ventilation system directly above the lowest riser ofthe flight. Ends shall be returned a shall terminate in newel are provided The minimum ventilation rates shall be 50 din(23.6 Us)for intermittent ventilation or 20 cfm 8310.1.3 Minimum opening width. The minimum net clear opening width shall be 20 inches SECTION R313 RAMPS posts or safety terminals. Handrails adjacent to a wall shall have a space of not less (9.4 Us)for continuous ventilation. Ventilation air from the space shall be exhausted directly to the (508 mm). than 1-112 inches (38 mm)between the wall and the handrail. outside. 8313.1 Maximum slope. Ramps shall have a maximum slope of one unit vertical in eight units R316.2 Handrail grip size. All required handrails shall be of one of the following or provide 8310.1.4 Operational constraints. Emergency escape and rescue openings shall be operational from horizontal (12.5-percent slope). g tYP� P R303.4 Stairway illumination.All interior and exterior stairways shall be provided with a means to illuminate the stairs, equivalent graspability. the inside of the roam without the use of keys er tools. 11313.2 Handrails required Handrails shall be provided on at least one side of all ramps including the landings and treads.interior stairways shall be provided with an artificial light source located in the Type 1. Handrails with a circular cross section steal l have an outside diameter of at least O immediate vicinity of each landing of the stairway.For interior stairs the artificial light sources shall be capable of exceeding a slope ofone unit vertical in 12 units horizontal (8.33-percent slope). Handrail x Ere illuminating treads and landings to levels not less than 10 fohtcandles(1081x)measured at the center of treads and 1-1/4 inches(32 mm)and not greater than 2 inches(51 mm). If the handrail is not circular O O 8310.2 Window wells. Window wells required for emergency escape and rescue shall have height, measured above the finish surface of the run slope, shall be not less than 34 landings. Exterior stairways shall be provided with an artificial light source located in the immediate vicinity of the top 8 P it shall have a perimeter dimension of at least 4 inches 1 horizontal dimensions that allow the door or window of the emergency escape and rescue Pe'im ( 02 mm)and not greater than landing f the stairway. Rvterior stairways providing access to a basement from the outside grade level shall be g y g in to be full ed. The horizontal dimensions of window well shall vide a inches(864 mm)and not more than 38 inches(965 mm). Handrails on ramps shall comply provided with an artificial light source located in the immediate vicinity ofthe bottom landing of the stairway. opening Y Pro minimum net clear area of 9 square feet (0.84 m2) with a minimum horizontal projection and with Section 8315.2. 6-1/4 inches(160 mm)with a maximum cross section dimension Of 2-1/4 inches(57 mm). F-' Exception: An artificial light source is not required at the top and bottom landing, provided an artificial width of 36 inches (914 mm). R313.3 Landing required. A minimum 3-foot-by-3-foot(914 mm Type U. Handrails with a perimeter greater than 6-114 inches(160 mm)shall provide a W by 914 mm) landing shall be A A light source is located directly over each stairway section. graspable finger recess area on both sides of the profile. The finger recess shall begin O gfi Y Y provided: 8 Exception: The ladder or steps required by Section 8310.2.1 shall be permitted to encroach a 1. At the t and bottom of ramps. within a distance 3/4 inch 19 mm measured vertically from the tallest x top p ( ) y portion of the r� H O 8303.4.1 Light activation. The control for activation of the required interior stairway I ighting shall be ►-+ maximum of 6 inches(152 mm) into the required dimensions of the window well. 2. Where doers open onto ramps. profile and achieve a of at least S/16 inch 8 mm within Z accessible at the top and bottom of each stairway without traversing any steps. The illumination of exterior P �h ( ) thin 7/8 inch below the widest p stairways shall be controlled.from inside the dwelling unit. 3. Where ramps change direction. portion of the profile. This required depth shall continue for at least 318 inch (10 mm)to F-4 © O 8310.2.1 Ladder and s. Window wells with a vertical depth greater than 44 inches 1118 mm Exception: Lights that are continuously illuminated or automatically controlled. �P P ( ) SECTION R314 STAIRWAYS a level that is not less than 1-3/4 inches(45 mm)below the tallest portion of the profile. shall be equipped with a permanently affixed ladder or steps usable with the window in The minimum width of the handrail above the recess shall be 1-114 inches(32 rom)to a r T l the fully open position. Ladders for steps required by this section shall net be required R314.1 Width. Stairways shall not be less than 36 inches(914 mm)in clear width at all points 8303.5 Required gland openings. Required glazed openings shall open directly onto a stmt or public alley,or a yard to comply with Sections 8314 and 8315. Ladders or rungs shall have an inside width of above the permitted handrail height and below the required headroom height. Handrails maximum of 2-3/4 inches(70 mm). Edges shall have a minimum radius of 0.01 inch or court located on the same lot as the building. at lust 12 inches (305 mill), shall project at least 3 inches(76 mm) from the wall and shall shall not project more than 4.5 inches(114 mm)on either side ofthe stairway and the (0.25 mm). 8303.5.1 Roofed porches.Required glazed openings may face into a roofed porch where the pores abuts a street,yard be spaced not more than 18 inches(457 mill) on center vertically for the full height of the minimum clear width ofthe stairway at and below the handrail height, including treads or court and the longer side of the porch is at least 65 percent open and unobstructed and the ceiling height is not less window well. and landings, shall not be less than 31.5 inches(7$7 mm)where a handrail is installed than 7 feed(2134 mm). on one side and 27 inches(698 mm) where handrails are provided on booth sides. SECTION 8316 GUARDS 8310.3 Bulkhead enclosures. Bulkhead enclosures shall provide direct access to the basement. Exception: The width of spiral stairways shall be in accordance with Section R314.5. R316.1 Guards required. Perches, balconies or raised floor surfaces located more than 30 inches R303.6 Required heating. When the winter design temperature in Table 8301.2(1)is below 60°F(16°e), The bulkhead enclosure with the dloor panels in the fully open position shall provide the every dwelling unit shall be provided with heating facilities capable of maintaining a minimum room minimum root clear opening reyuirred by Section 8310.1.1. Bulkhead enclosures shall also R314.2 Treads and risers. The maximum riser height shall be 8-1/4" inches(209 mm)and the (762 nom)above�.+ ;floor or grade below shall have guards not less than 36 indnes(914 tam) in height. Open sides of stairs with a total rise of more than 30 inches(762 rom) above the { temperature of 68°F(200e)at a point 3 feet(914 mm)above the floor and 2 feet(610 mm)from exterior comply with Section 8314.9. minimum tread depth shall be 9 inches 229 mm . The riser height shall be measured walls in all habitable roams at the design temperature. floor or grade below shall have guards not less than 34 inches(864 mm)in height measured R310.4 Bars, grills, covers and screens. Bags, grills, covers, screens or similar devices are permitted vertically from t}.e nosing of the treads, SECTION 8304 MINIMUM ROOM AREAS to be placed over emergency escape and rescue openings, bulkhead enclosures, or window vertically between leading edges of the adjacent treads. The tread depth shall be 8316.2 Guard opening limitations. Required guards on open sides of stairways,raised R304.1 Minimum area. Every dwelling unit shall have at least one habitable room that shall have not less wells that serve such openings,provided the minimum net clear opening size complies with measured horizontally between the vertical planes of the foremost projection of floor essth balconies and peaches shall have intermediate rails er ornamental in than 120 square feet(11.2 m2)of gross floor area. Sections R31 0.1.1 to R310.1.3,andl such devices shall be releasable or removable from the adjacent trends and at a right angle to the tread's lending edge. The walking surface closures that do not allow passage of a sphere 4 inches(102 mm)or more in U 83042 Other rooms. Other habitable rooms shall have a floor area of not less than 70 s feet(6.5 m2). diam��' `� inside without the use of a key,tool.ex force greater than that which is required for normal of treads and landings of a stairway shall be sloped no steeper than one unit vertical vn Exception: The triangular openings formed by the riser, trend and bottom rail of a guard at the operation of the once and rescue in in 48 units horizontal (2-percent slope). The greatest riser height within any flight of oi♦ Pe g• Exception:Every kitchen shall have not less than 50 square feet(4.64 m2)of gross floor area. stairs shall not exceed the smallest by more than 3/8 inch(9.5 mm). The greatest trend q side of a stairway are permitted to be of such a size that a sphere 6 inches lu 7 p (152 mm) cannot pass through. - - O R304.3 Minimum dimensions.Habitable rooms shall not be less than 7 feet(2134 mm)in any horizontal depth within any flight of stairs shall not exceed the smallest by more than 3J8 inch d � dimension. SECTION R311 EXITS (9.5 mm). R314.2.1 Profile. The radius of curvature at the leading edge ofthe trend shall be no greater Q W o= N g 8311.1 Exit door required.Not less than one exit door conforming to this chapter shall be provided A O Exception: Kitchens. from each dwelling unit. The reequip ed exit door shall provide for direct access from the than 9/16 inch (14.3 mm). A nosing not less than 3/4 inch (19.1 mm)but not more A m 8304.4 Height effect on room area. Portions of a room with a sloping ceiling measuring loss than 5 feet habitable portions of the dwelling to the exterior without requiring travel through a garage. than 11/4 inches(32 mm)shall be provided on stairways with solid risers. The W ^s 1524 mm or a furred ^c ' ( ) greatest nosing projection shall not exceed the smallest nosing projection by more � 0,1 L 8311.2 Type of lock or latch.All egress doors shall be readily openable from the side from which " w o 8 ceiling measuring less than 7 feet 6 inches 2286 mm) fr om the finished flexor to the finished ceiling shall egress is to be made without the use of a key or special knowledge or effort. than 3/8 inch (9.5 mm) between two stories, including the nosing at the level of not be considered as contributing to the minimum required habitable area for that room, exoMt as orp_vided R311.3 Type and size. Ile required exit door shall be a sidehinged door not less than 3 feet floors and landings. Beveling of nosing shall not exceed 1/2 inch (12.7 mm). Risers PRQIECT NO: for in Section 8305.1. Exception 3. shall be vertical or sloped from the underside of the leading edge ofthe tread above 871-2005 (914 mm)in width and 6 feet, $ inches(2032 mm)in height. Other exterior hinged or sliding at an angle not more than 30 degrees from the vertical. Open risers are permitted, oe�wee BDK SECTION 8305 CEILING HEIGHT doors shall not be rewired to comply with these minimum dimensions. provided that the opening between treads doves not permit the passage of a 4-inch e:►+ECtm ems. cha I I have a ceiling height of not less than 7 feet 6 inches R305.1 Minimum height. Habitable rooms diameter(102 mm) sphere. SCAM (2286mm). and hallways, corridors,bathrooms, toilet rooms, and laundry rooms shall have a ceiling height 8311.4 Hallways. he minimum width of a hallway shall be not less than 3 fleet 914 mm . 3�• Y ( ) Exceptions: 1/491= 1'-0" of not less than 7 feet(2134 mm). The required height shall be mewed 6rom the finish floor to the lowest projection from the ceiling. 8311.5 Exit facilities. Exterior exit balconies, stairs and similar exit facilities shall be 1. T nosing is not required where the trend depth is a minimum of 11 inches l r (279 mm). DAM positively 2. The opening between adjacent treads is not limited on stairs with a total rise 30 06-21-05 anchored to the primary structure to resist both vertical and lateral forces. Such attachment inches(762 mm)or less. Rev: Exceptions: shall not be accomplished by use of toenails or nails subject to withdrawal. 07-24-05 R314.3 Headroom. The minimum headroom in all parts ofthe stairway shall not be loss than 1. Beams and girders spaced not less than 4 feet (1219 mm)on center may project not more than 6 inches 6 feet, 8 inches(2032 mm) measured vertically from "the sloped plane adjoining the (152 mm)below the required ceiling height. tread nosing or from the floor surface of the Landing or platform. sem 2. Spacc in baents other than habitable space,may have a ceiling that projects to within 6 feet, 8 inches (2032 mm)of the finished floor;and beams,girders, R314.4 Winders. Winders are permitted, provided that the width of the tread at a point not ducts in such scare or other obstructions may project to within 6 feet,4 inches(1931 mm)of the finished more than 12 inches(305 mm) from the side where the treads are narrower is not less SN�r>TnF /yam ueth melee��in basements may have a ceiling that proiects to within 7 feet (2134 mm)of the floor. J Ibbi finished floor:and beams. girders. dues or other obstructions may protect to within 10 inches(254 mm)and the minimum width of any tread is not less than 6 inches 0 L01-8 inches(2032 mm)of the finished Boor. (152 mm). The continuous handrail required by Section 8315.1 shall be located on the 4. Not more than 50 percent of the required floor area of a room or space is permitted to have a sloped ceiling less than the ired height with no portion of the required floor area less than side where the tread is narrower. NOTES 5 feet(1524 mm)in height. R314.5 Spiral stairs. Spiral stairways are permitted for interior use as a component of the means © COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC. of Mess from a habitable room. a basement or an attic. provided the minimum tread width ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED shall be 26 inches(660 mm)with each tread having a 7-112-inch (190 nun)minimum tread UNDER FEDERAL COPYRIGHT LAW. depth at 12 inches(305mm)from the narrow edge. All treads shall be identical,and the rise PLANS MAY NOT BE REPRODUCED WITHOUT shall be no more than 9-1/2 inches(241 mm). A minimum headroom of6 feet,6 inches WRITTEN AUTHORIZATION. ' W. (1982 mm) shall be provided. A s>airal stair is not permitted to be the only means of egress ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF from a stOry of a building EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE 8314.6 Circular stairways. Circular stairways shall have a tread depth at a point not more than PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. 1 Acceptance of these drawings does not authorize the right to build without the authorization O 12 inches(305 mm) from the side where the treads are narrower of not less than 11 inches p g � of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building (279 mm) and the minimum depth of any tread shall not be less than 6 inches(152 mm). Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. ENGINEER'S . FIGURE R1003.1 TABLE 2111.1 CHIMNEYS AND FIREPLACES SUMMARY OF REQUIREMENTS FOR MASONRY FIREPLACES AND CHIMNEYS (a) �'� �bg� CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ITEM LETTER REQUIREMENTS SECTION WINTER ICE SHIELD 4 INCH MINIMUM THICKNESS FOR HEARTH, 4-INCH MINIMUM THICKNESS t" w , GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM DESIGN UNDERLAY- FLOOD WIND EXPOSURE SNOW DESIGN FROST LINE HEARTH AND HEARTH EXTENSION THICKNESS A FOR HEARTH EXTENSION 2111'9 TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 2 FT.MIN. LOAD SPEED (mph) CATEGORY WEATHERING DEPTH K BOND BEAM 8 INCH FOR FIREPLACE OPENING LESS THAN 6 SQUARE FEET. 12 INCHES FOR 45 Ibs/sgft 120 (mph) B SEVERE S-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 B O - _ E HEARTH EXTENSION (EACH SIDE OF OPENING) B FIREPLACE OPENING GREATER THAN OR EQUAL TO 6 SQUARE FEET. 2111'10 MORTAR CAP MASONRY CAP BRICK BLOCK DESIGN CRITERIA R Q HEARTH EXTENSION (FRONT OF OPENING) C 16 INCH FOR FIREPLACE OPENING LESS THAN 6 SQUARE FEET. 20 INCHES FOR 2111.10 F MINIMUM UNIFORM DISTRIBUTED LIVE LOADS f1 FIREPLACE OPENING GREATER THAN OR EQUAL TO 6 SQUARE FEET. PRESCRIPTIVE DESIGN (in pounds per square foot) - CLEARANCE - (D U� FIREBOX DIMENSIONS _ 20-INCH MINIMUM FIREBOX DEPTH. 12-INCH MINIMUM FIREBOX DEPTH ©EFFECTIVE 10 FT.MIN_ _ - FOR RUMFORD FIREPLACE. 2111'6 FLUE AREA O USES(s) AND OCCUPANCY CLASSIFICATION(s) USE LIVE LOAD DEAD LOAD Q BOND BEAM FLASHING HEARTH AND HEARTH EXTENSION REINFORCING D REINFORCED TO CARRY ITS OWN WEIGHT AND ALL IMPOSE LOADS. 2111.9 OS ANCHORAGE w WIDTH OF FIREPLACE USE OCCUPANCY EXTERIOR BALCONIES 60 10 - OPENING THICKNESS OF WALL OF FIREBOX E 10 INCHES SOLID MASONRY OR 8 INCHES WHERE FIREBRICK LINING IS USED 2111.5 RESIDENTIAL R-3 DECKS (f) 40 10 PLAN VIEW DISTANCE FROM TOP OF OPENING TO THROAT F 8 INCHES MINIMUM 211 - 2111.7.1 FLUE LINING TYPE OF CONSTRUCTION (CHAPTER 6) PASSENGER VEHICLE GARAGES (a) 50 (a) 10 _ MORTAR CAP 6 INCHES LINED; 8 INCHES UNLINED. NOT TALLER THAN OPENING WIDTH; _ WALLS NOT INCLINED MORE THAN 45 DEGREES FROM VERTICAL FOR 2111 81 SMOKE CHAMBER WALL THICKNESS G BOND BEAM DIMENSION PREFABRICATED SMOKE CHAMBER LININGS OR 30 DEGREES FROM VERTICAL TYPE GROUP AT 11CS WITHOUT STORAGE (b,e) 10 10 FOR CORBELED MASONRY. V B ATTICS WITH STORAGE (b,e) 20 10 OK BOND BEAM O HORIZONTAL S ANCHORAGE 2 FT.MIN' O REINFORCING TIES FOUR N0. 4 FULL LENGTH BARS FOR CHIMNEY UP TO 40 INCHES WIDE. ADD HEIGHT AND FIRE AREA - CLEARANCE ® - CHIMNEY VERTICAL REINFORCING TWO N0. 4 BARS FOR EACH ADDITIONAL 40 INCHES OR FRACTION OF WIDTH, 2111.3.1 ROOMS OTHER THAN SLEEPING ROOMS 40 10 10 FT.MIN. H OR FOR EACH ADDITIONAL FLUE. 2113.3.1 OHORIZONTAL DU MASONRY REINFORCING TIES WALL O VERTICAL HEIGHT FIRE AREA SLEEPING ROOMS 30 10 1��_) FLASHING REIN CHIMNEY HORIZONTAL REINFORCING J 1/4-INCH TIES AT EACH 18 INCHES AND TWO TIES AT EACH BEND IN 2111.3.2 HEIGHT. BUILDING. STAIRS 40 (c) 10 AtrcHDR STRAP VERTICAL STEEL. 2113.3.2 THE VERTICAL DISTANCE L FROM GRADE PLANE TO VENEER TIE � FIREPLACE LINTEL NON-COMBUSTIBLE MATERIAL WITH 4-INCH BEARING LENGTH ON EACH SID 2111.7 UNLIMITED AREA O WALL THICKNESS CIFARANCE OF OPENING. THE AVERAGE HEIGHT 0 MORTAR WITH DETAIL WITH S 181 W.MIN.GROUT N R WOOD BE�WEEN 4 IN.CONCRETE OF THE HIGHEST ROOF 3 STORY GUARDRAIL AND HANDRAILS (d) 200 (c) 10 - MATERIAL ' LMASO RYANDCLAYFLUE CHIMNEY WALLS WITH FLUE LINING M 4-INCH THICK SOLID MASONRY WITH 5/8-INCH FIRECLAY LINER OR EQUIVA- 2113,11,1 SURFACE = 12'-61�" AS PER TABLE 503 8 IN.MIN. ANCHORAGE 2 1p IN. - AS PER SECTION 502 OF ROOF 30 10 BOLTS EACH STRAP LENT. 1/2-INCH GROUT OR AIRSPACE BETWEEN FIRECLAY LINER AND WALL. w G SMOKE FLUE LINER EFFECTIVE FLUE AREA (BASED ON AREA OF SEE SECTION 2113.16 0 THE BUILDING CODE OF 2113.16 0 CHAMBER I P NEW YORK STATE. FIREPLACE OPENING AND CHIMNEY) O �+ IIZ IN.MIN. THERMAL 1 \ CLEARANCE ® a IN.MIN. CLEARANCES a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000- DISTANCE FROM CHIMNEY 2 INCHES INTERIOR, 1 INCH EXTERIOR OR 12 INCHES FROM LINING. 2113.19 0 POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA. vERTICAL 21 IN.MIN. PURGE BIN` HORIZONTAL R 2 INCHES BACK OR SIDES OR 12 INCHES FROM LINING. 2111.11 '7 OREINFORCING WITH FROM FIREPLACE-•I O '>. LUMBER SPECIES AND GRADE MoRTAR� REINFORCING TIES COMBUSTIBLE TRIM OR MATERIALS 6 INCHES FROM OPENING. 2111.14 BIN.MIN. i ABOVE ROOF 3 FEET ABOVE ROOF PENETRATION. 2 FEET ABOVE PART OF STRUCTURE 2113.9 b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. O Iy IN.MIN. ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER MEASURE HEIGHT 4IN.MIN. WITHIN 10 FEET. c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY O FIREBOX WALL LINTELO FIREPLACE FREE STANDING 4 IN.THICK MASONRY UNITS X (3� THICKNESS FIREPLACE FROM ~ z DISTRIBUTED LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTING I HEARTH TOP OF FOOTING MATERIAL CCA NC PINE 2 AND BETTER HEARTH 201N. EXTENSION FIREPLACE I VERTICAL REINFORCING ANCHORAGE STRAP ALL EXT. DECK FRAMING MATE # OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER MIN.FIREBRICK I OPENING H 20 IN.LAP IF SPLICED TO NUMBER REQUIRED 3/16 INCH BY 1 INCH 0 A A STRESSES. C LINTEL L I FOOTING DOWELS Q EMBEDMENT INTO CHIMNEY S TWO x HEARTH SLAB HEARTH I FIREBOX WALL FASTEN TO 12 INCHES HOOKED AROUND OUTER BAR WITH 6-INCH EXTENSION. 2111.4 E-"' d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN QTHICKNESS ---- EXTENSION C+ E NUMBER OF BOLTS 4 JOISTS 2113.4.1 �.�.1 THICKNESS H = ACCORDANCE WITH SECTION R802.10.1. �- I FOOTING WIDTH TWO 1/2-INCH DIAMETER D HEARTH SLAB T 6 IN.AROUND 502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS ASH DUMP OPTIONAL--- REINFORCEMENT 18 IN MIN. T FREE STANDING e) SEE SECTION R GRADE . \\'�//\\\` '° ;-• `- FIREPLACE FOOTING O CLEAN Our _.a• \�� 12-INCH MINIMUM E"I O O ` I \\\ , �� \ \ �� \\\� o', •' THICKNESS T 6 INCHES EACH SIDE OF FIREPLACE WALL 2111.2 A \\\ FOOTING DEPTH T NATURAL WIDTH TABLE R402.2 T FOOTING WIDTH +I FOOTING WIDTH OT T MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE _ GRADE Q • s• FOOTING HEARTH 2O IN.MIN. Q1 - •, •�'� O AREAS OF STRUCTURE MINIMUM SPECIFIED NOTE: INSURE ALL FLUES ARE SIZED FOR PROPER DRAFT IN ACCORDANCE WITH STATE FIRE AREA TO BE REMOVED 156 sq. ft. COMPRESSION STRENGTH (a) (fC) CODE AND THE RESIDENTIAL CODE OF NEW YORK. (SEE "P" ABOVE) CRAWL SPACE 576 sq. ft. TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL BRICK FIREBOX AND CHIMNEY- BRICK FIREBOX AND BLOCK CHIMNEY- BASEMENT NA SEVERE (b) SECTIONAL SIDE VIEW ON WOOD FLOOR SECTIONAL SIDE VIEW ON CONCRETE SLAB FIRST FLOOR 576 sq. ft. For SI: 1 inch=25.4 mm,1 fool=304.8 mm. SECOND FLOOR NA BASEMENT WALLS, FOUNDATIONS AND OTHER BONUS ROOM NA CONCRETE NOT EXPOSED TO THE WEATHER 2.500 (c) FIGURE 81003.1 BALCONY NA FIREPLACE AND CHIMNEY DETAILS LOFT _NA ATTIC (HOUSE)(a) 280 sq. ft. BASEMENT SLABS AND INTERIOR S'�B ON 2,500 (c) GRADE, EXCEPT GARAGE FLOOR SLABS ATTIC (HOUSE)(b) 296 sq. ft. GARAGE NA RESIDENTIAL CODE OF NEW YORK STATE 281 THIS BUILDING HAS BEEN DESIGNED A ATTIC (GARAGE)(a) NA BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND ATTIC GARAGE b NA O1HER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3.000 (d) A PARTIALLY E N C L 0 S E D STRUCTURE AS SCREENED PORCHES NA __- -R SUNROOM NA DEFINED B Y h E NEW YORK S TAT 72 sq. ft. 1 PORCHES, CARPORTS AND STEPS EXPOSED TO 3,500 (d) DECKS THE WEATHER, AND GARAGE FLOOR SLABS COVERED PORCHES NA BUILDING C O D E. THE GLAZING IS NOT COVERED ENTRANCE NA FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE POOL HOUSE CABANA NA FOR SI: 1 POUND PER SQUARE INCH + s.e95 kpa OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME REQUIRED TO BE IMPACT RESISTANT ACCESSORY STRUCTURE NA (a) AT 28 DAYS PSI CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL (a) WITHOUT STORAGE (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING TO WIND - BORNE DEBRIS . (b) WITH STORAGE CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OFF CONCRETE) R602.8 Fireblocking required. Fireblocking shall be provided to cut off all concealed draft openings SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. (e) SEE SECTION 8402.2 FOR MINIMUM CEMENT CONTENT. (both vertical and horizontal) and to form an effective fire barrier between stories, and between a top story and the roof space. Fireblocking shall be provided in wood frame w o 0- o construction in the following locations. A 3:% NOTE: ° w ^mZ ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE 1. In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and :2.6-6 U floor levels. Concealed horizontal furred spaces shall also be fireblocked at intervals not ° m ° ° REQUIRED AMOUNT CALCULATED FOR EACH CASE. w 0;; a exceeding 10 feet (3048 mm). Batts or blankets of mineral or glass fiber shall be allowed as - NOTE: fireblocking walls constructed using parallel rows of studs or staggered studs_ PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, 2. At all interconnections between concealed vertical and horizontal spaces such as occur at PROJECT NO: AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO soffits, drop ceilings and cove ceilings. 871-2005 AND THE �'"N �� BDK FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. 3. In concealed spaces between stair stringers at the top and bottom of the run. Enclosed ' • spaces under stairs shall comply with Section 8314.8. NOTE: D DRAFTING & DESIGN AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF 4. At openings around vents, pipes and ducts at ceiling and floor level, to resist the free sue: EAST EN passage of flame and products of combustion. /4"- i -o" ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. 5. For the fireblocking of chimneys and fireplaces, see Section RI001.16. °ATE.' 06-21-05 6. Fireblocking of cornices of a two-family dwelling is required at the line of dwelling unit RIM. separation. 07-24-05 SHEATHING NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION R602.8.1 Materials. Except as provided in Section R602.8, Item 4, fireblocking shall consist of (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. 2-inch (51 mm) nominal lumber, or two thicknesses of 1-inch (25.4 mm) nominal lumber with broken lap joints, or one thickness of 23/32-inch (19.8 mm) wood structural panels (1) SHEATHING TO BE NAILED TO CCA SILL with joints backed by 23/32-inch (19.8 mm) wood structural panels or one thickness of (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM 3/4-inch (19.1 mm) particleboard with joints backed by 3/flinch (19.1 mm) particleboard, �"�`T"�` PLATES 1/2-inch 12.7 mm sum board or 1/4-inch 6.4 mm cement-based millboard. Batts or NOTES / (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP ( ) gypsum � ( ) LOCATION OF (4) SHEATHING TO BE NAILED TO TOP PLATE blankets of mineral wool or glass fiber installed in such a manner as to be securely retained in place shall be permitted as an acceptable fire block. Looso-fill insulation HOLD DOWN S N❑ SUBSTITUTIONS material shall not be used as a fire block unless specifically tested in the form and manner FOR WIND LOAD S intended for use to demonstrate its ability to remain in place and to retard the spread of © COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC. & FIREPLACE All framing hardware shown on these plans, fire and hot gases. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED ' indicated, is Simpson Strong-Tie. UNDER FEDERAL COPYRIGHT LAW. CODES unless otherwise In P PLANS MAY NOT BE REPRODUCED WITHOUT No substitutions are approved or authorized. R602.8.1.1 Unfaced fiberglass. Unfaced fiberglass batt insulation used as fireblocking shall fill the WRITTEN AUTHORIZATION. SHEET NO. to entire cross section of the wail cavity to a minimum height of 16 inches (406 mm) ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF hardware Due to the relationships of f raming measured vertically. When piping, conduit or similar obstructions are encountered, EAST END DESIGN ASSOCIATES, LLC. f rmmin the other components of the structure, any g uction. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE b the insulation shall be packed tightly around the obstr hardware substitutions will render these plans PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. 3 OF 12 null and void, and will result in the ins t a L e r/contractor Acceptance of these drawings does not authorize the right to build without the authorization 8602.8.1.2 Fireblocking integrity. The integrity of all fireblocks shall be maintained. of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building assuming responsibility f or the design a n Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such performance of the entire system. agencies prior to construction. ENGINEER'S sm_ SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION USE AHININUN [IF TWO EW TRUSS _ [IF SIDE TIES M T S 2 0 L_ T S 2 0 �� LOAD O I DADS FASTENERS LATERAL WITH TOTAL FOl1R ° CODE I MODEL GA UPLIFT UPLIFT (133/160) 8dxI �� N NAILS • NO. TO To To AVG NAILS REF. •• RAFTERS/ PLATES STUDS ULT. (133) (160) F F2 (133& = STU �•- _ PROVIDE (1) HGAI OKT ON SIMPSON SIDE OF CEILING JOIST NOTE: REFER TO SIMPSON WOOD CONSTRUCTION TAKE-UP WASHER AND ON SIDE OF RAFTER Fd H7 16 4-8d 2-8d B-Sd 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND PROPER INSTALLATION PROCEDURES Vv H6 16 8-8d 8-8d 3983 915 950 650 5, 44 DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO ARtxl2 ,' cm (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE IN / MODEL GA AVG INTO s LFTA REF. PLATES °• • NO. MAX. L QTY DIA ULT. '�� 2' 2r 3' 3} LFTA Ir r 21' 3' 3y' EIGHT O 8d NAIL SP4 • INTO LFTA 16 2}' 17' 381'16-10d — 4200 1205 1400 5, 44, 65 STUD DOUG-FIR LARCH / SO. PINE FASTENERS= ALLOWABLE UPLIFT LOADS a AVG 10d 10d x 11' CODE • MODEL L ULT. REF. LFTA LSTA 21 ; NO. t0d 10d x 1r • (133 / 160) (133) (160) • MTS16 18 14-10d 14-10d x IF 3116 1000 840 1000 3. 41, 128 • • MTS20 20 14-10d 14-10d x 1J' 3116 1000 840 1000 3, 41, 128 ARtx12 •° •• Simpson Strong-Tie HGA10 LST20 12-10d 12-10d x 1r 2383 775 720 720 3, 41 CNW- "Ell DETAIL E 20 COUPLER NUT Equal number of DOUG-FIR-LARCH '• •' TYPE OF DIRECTION S0. PINE CODE specified nails i n ALLOW LOADS REF. MODEL CONNEC- OF LOAD FLOOR ROOF (133/ '• oN 100 125 ,so I . each end CS Simpson Strong- Tie DETAIL "K" No. n G 515 645 670 O LTP4 5 J 1 515 645 670 6, 39, 97 DETAIL "H" x x F-4 P4 � O H 515 645 1 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOEDOWN _ AR x12 O HOEDOWN T�' S TU " ~� Cn W TUD DEFLECTION AVG LENGTH OF BOLT � AT HIGHEST AT HIGHEST REF. E '•• MODEL NO. BODY ♦ ANCHOR pETS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE LOAD DESIGN o0 TAKE- N BASE W H B so CL DIAs' DESIGN TAKE-UP WASHER W [•-� GA GA HB SB TY DIA it 2' 21" f2775 31' 5J' LOAD WHEN RAISED OFF o THE SILL PLATE 2 150 1555 2055 2565 2775 2760 0.058 0.077 2, 43, 82 °HD2A 16 12 44 2' 2 a' 2�1! t'I" 1t�e f �' 12 O • ART$"x12 Cn � O MODEL DIMENSIONS FASTENERS ALL WAB UPLIFT LOADS AVG DF SP CODE P-1 En NO. W L STUD PLATE ULT. REF. (133) (160) 0-+ E"'' O O SP4 3W 7;r 1 6-1 Od x 1}' 2917 735 885 7, 40, 127 4 A o DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE o MODEL REF.GA NO. yy L NAILS u" (133) (160) o 0 LSTA21 20 117 1 21 16-10d 905 1 1205 1295 7, 40, 90 DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE N GA W L NAILS F'OOR (133 ) (160) REF' Simpson Strong-Tie LUS46 MSTA24 18 1 117 1 24 1 18_TOd__ 1025 1 1370 1640 7, 40, 90 MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE SPACING REF. HD2A NO. (LENGTH ELD GA CUT LENGTH (TOTAL) (1003 (133 / 160) oc. OF ROLL IN A R NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Spson Strong-Tie CS16 150' 1 14" 16 CLEAR SPAN +31' 28-8d 1235 1650 2W 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE NOTED. FAILURE TO COMPLY WITH ALL NOTES DIMENSIONS FASTENERS ON ON (HIS OLAN WITHOUT WRITTEN AUTHORIZATION MODEL HEADERS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "F" NO. GA W H B tOd 16d JOISTS LILT. (1 )(160) ,Od 16d 10d 16d 10d t6d ALL LIABILITIES ON THE CONTRACTOR. Lus46 18 3 - 4 2 4-16d 4-18d 6076 1140 1160 1000 1,50 1250 7. 40, 127 DETAIL "I" STU ' "- HUS210-2 14 3i" 9{�' 2 8-16d 8-16d 6076 1755 2105 1650 1900 2065 .1. 3s, 84, 122 ART�x12 SIMPSON DOUG—FIR TAKE-UP WASHER FASTENERS UPLIFT LATERAL CODE MODEL AVG UPLIFT (133/160) REF. NO. GA ULT. TO RAFTERS TO PLATES TO STUDS (133) (160) F Fz 160 HGAIOKT 14 4-SDS}'x1�' 4-SDS}'x3' 1523 435 435 1165 940 - CN W- SP4 COUPLER NUT v R " t N 1SE A N " OF cNw- STU - O SUE TWO ks Ras MTS16 MTS16 COUPLER NUT SP4 SIMPSON =- _ TOTAL FMR • , O ; A Imu" OF HD2A STU �_ � S TAKE-UP WASHER Z 8d NAILS TWO Sd NAILS THS • SIMPSON SIMPSON INTO SIDE OF TRUSS TAKE-UP WASHER Strong-Tie /• r °E„ FOUR O o NAILS TOTAL I LSTA 21 HUS210 2 ° INTO ; U ov U • � .'fie�a o 0 +r 0 W a H ul • • F1 e ANCHOR BOLTS PLATES •• • ® PROJECT N0: TVO 871-2005 EIGHT ° � INTO Simpson Strong-Tie PLATES •o DETAIL "All t1RAWN STUD BDK H7 EI , DETAIL "D” DETAIL "G" DETAIL "J" • atEacm 9Y: SwTU D Simpson Strong-Tie •'� H, Slr�pson Strong-Tie • ROD SYSTEM M11F 1/4"= 1'-0" LFTA ' • LFTA LFTA BP SHEATHING NOTES: NO SUBSTITUTIONS �� 06-21-05 • &LL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION •• • (,AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. All framing hardware shown on these plans, REw 07-24-05 unless otherwise indicated, is Simpson Strong-Tie, (1) SHEATHING TO BE NAILED TO CCA SILL No substitutions are approved or authorized. (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM • (;3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES Due to the relationships of iframing hardware to (14) SHEATHING TO BE NAILED TO TOP PLATE the other components of the structure, any framing hardware substitutions will render these plans null and void, and Will result in the installer/contractor I • ;; LTP4 )ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE assuming responsibility for the design and , ' RREQUIRED AMOUNT CALCULATED FOR EACH CASE. performance of the entire system, LTP4 SIMPSON I•' LTP4 INOTE: DETAIL "L" WIND LOAD IPROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK DETAIL "C11 ,AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO CHARTS & '• . IFAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. CALC. & 1 , Simpson Strong-Tie �' •� • INOTE: © COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC. STRONG—TIE Floor-to-Floor Connections (EAST END DRAFTING & DESIGN AND ITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO INSURE PROPER INSTALLATION OF ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED • I • •• ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. UNDER FEDERAL COPYRIGHT LAW. D ETAI LS PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. S"M NO ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. 4 OF 12 LTP4 DETAIL "B" Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building LTP4 Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such Simpson Strong-Tie agencies prior to construction. Floor-to-Floor Connections EWNEER'S SEM_ Table 3.6A Ridge Tension Strap Connection Requirements for Wind - Exposure B Table 3.14 Roof Sheathing Attachment Requirements for Wind Loads - Table 3.2A 5/8" Anchor Bolts - Sill Plate to Foundation Connections Resisting Table 3.1 Nailing Schedule (Prescriptive Alternative Exposure B ative to Table 3.6) I Shear Loads from Wind - Exposure B Number of Number of (Prescriptive Altemative to Table 3.2) 'f ' Joint Description Common Nails Box Nails Nail Spacing f Dead ll.oad Aaampfloaas Roof Assembly DL�10 Three Second Gust P� 85 90 too 110 120 130 140 150 TIM Sec Gum Wind S h 85 90 100 110 120 130 140 150 k Wind Speed(mph) Throe Second Oust Wind Speed(nWh) Ss 90 100 1 110 120 1 130 1 140 110 Foundation Building Dimension 5/8"Anchor Botts �, Rafter to Top Plate (Toe-nailed (see Table 3.4A) (sere Table 3.4A) per rafter Roof STRUCTURAL S11EATl�iQ Supporting Perpendicular to O Ceiling]nisi to Top plate (Toe-flailed) (see Table 3.4A) (am Table 3.4A) per joist Roof Pitch Number of 8d Common Nails or IOd Box Nails in each and of 1-1/4"Strap'".41J's E F E F E F I. E F E F E F E F E F Shearwell Line(ft) Number of Bolts Required in ShearwaH Line"" Sheathing Location' Rafter/Truss Spacing 3 12 1 1 2 2 2 2 3 3 Ceiling Joint W Parallel Rafter (Face-flailed) (see Table 3.9A) (see Table 3.9A) each lap 12 1 ll 2 2 2 3 3 4 (inches,o.c.) Maximum Nail Spacing for 8d Common Nails or IOd Box Veils(inches.o.c.) Q �Q Ceiling Joist Laps Over Partitions (Face-nailed) (see Table 3.9A) (see Table 3.9A) each lap Collar Tie to Rafter (Face-nailed) (see Table 3.6A) (see Table 3.6A) per tit 16 1 2 2 2 3 4 4 5 Blocking to[falter(Too-nailed) 2-8d 2-10d each end 20 2 2 2 3 4 4 5 6 16 2 2 2 2 3 3 3 4 l2 6 12 6 12 6 12 6 12 6 12 6 l2 6 12 6 t2 20 2 2 2 3 3 4 4 5 } Rim Board to Rafter(End-nailed) each end 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 24 2 2 3 3 4 4 5 5 (g � 2-16d 3-lbd Interior Zone 3:12 24 2 2 3 3 4 5 6 7 28 2 2 3 4 5 6 7 8 l 9.2 6 12 6 12 6 12 6 12 6 12 6 t 2 6 12 6 12 28 2 3 3 4 4 5 S 6 24 6 12 6 12 6 12 6 12 6 12 6 t2 6 12' 6 12 32 3 3 3 4 5 5 6 7 Top Plate to Top Plate (Face-nailed) 2-16d' 2-16d' per foot 32 2 3 3 4 5 7 8 9 1 Story 36 3 3 4 4 5 5 7 8 Top Plates at intersections (Face-nailed) 4-16d 5-16d joints-each side 36 2 3 4 5 6 7 9 - 12 6 12 6 12 6 12 6 12' 12 6 12 6 6 6 6 40 3 3 4 S 5 7 7 9 Stud to Stud (Face-nailed) 2.164 2-16d " 24"o.c. 12 1 1 1 2 2 2 3 3 Perimeter Edge Zone 1 m s t , 16 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6" Header to Head"(Face 16d 16d l6 o.c•along edges 19.2 6 12 6 12' 6 12 6 6 6 6 6 6 6 6 4 4 16 1 1 2 2 2 3 3 4 50 4 4 5 6 7 24 6 121 b 121 6 6 63 63 63 63 63 63 4' 4' 4' 4' 60 4 5 6 7 8 10 11 13 Top or Bottom plate to Stud (End-nailed) (see Table 3.5A) (see Table 3.5A) per stud 20 1 2 2 2 3 4 4 5 , , , + r 70 5 6 7 8 9 l 1 13 15 Gable[odwall kaki or Rake Truss wl Lookout Block 6 6 6 6 b 61 6 4 4 4 4 4.12 24 2 2 2 3 3 4 S 6 , , , , , 80 6 6 8 9 11 13 14 17 Gable Endwall Rake or Rake Truss w/o Rake Overhang ti ti 6 6 6 6 6 b b 6 6 6 6 6 6 6 Bottom Plate to Floor joist,Bandjoist,Endjoist or 2-16d'•2 2-16d'J Per foot 28 2 2 3 3 4 5 6 7 20 3 3 3 4 5 S 6 7 Blocking (Face-nailed) 32 2 2 3 4 4 5 6 7 BOARD SHEATHING 24 3 3 4 5 5 6 36 2 2 3 4 5 6 7 8 Sheathing Size Rafter/Truss Spacing Minimum Number of 8d Common Nails 2a 3 4 4 5 6 7 $ 9 Joist to Sill,Top Plate or Girder (Tearnail°d) 4-8d 4.10d l�j'oist 12 1 It 1 1 2 2 2 3 (inches,o.c.) 32 4 4 5 6 7 8 9 11 Bridging to Joist (Toe-nailed) 2-8d 2-10d each end Per Support 16 1 11 1 2 2 2 3 3 2 Stories 36 4 5 6 7 8 9 ]0 1 2 i Blocking to Joist(Too-nailed) 2-8d 2-10d each end I x6 or I its Sheathing 12-19.2 2 2 2 2 2 2 2 2 40 5 5 6 7 9 10 12 13 Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each block 20 1 11 2 2 2 3 3 4 1 x 10 or Larger Sheathing 12-19.2 3 3 3 3 3 3 3 3 SO 6 6 8 9 11 12 14 16 5:12 24 1 2 2 2 3 3 4 S Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist 60 7 7 9 I 1 13 15 17 19 Joist on Ledger to Beam(Too-nailed) 3-8d 3-10d per joist 28 1 2 2 3 3 4 5 5 E hail spacing at panel edges(in.) i 70 8 8 10 12 15 17 20 23 Bead Joist to Joist(F.nd-nailed) 3-16d 4-16d per joist 32 2 2 2 3 4 4 5 6 F hail spacing at intermediate supports in the panel field(in. 80 9 10 12 14 17 19 23 26 Band Joist to Sill or Top Plate(Toe-nailed) 2-16d' 3-16d per foot 36 2 2 3 3 4 5 6 7 P g PPo P 28 4 S 6 7 8 10 11 13 12 1 1 1 1 2 2 2 2 1 For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feel on each side of the roof peak,the 4 foot perimeter edge zone attachment requirements 32 5 5 7 8 9 11 13 14 16 1 1 1 2 2 2 3 3 shall be used. 36 5 6 7 9 10 12 14 16 8d IOd (see Table 3.10) pa g g g framing 40 6 7 8 10 12 13 16 18 (7� Structural Panels 20 1 1 2 2 2 3 3 4 Tabulated l2 inch o.c.nails spacing assumes shcuthin attached to rafter/muss framing members with G>0.49. For members with 0.42< G<0.49,the nail 3 Stories Diagonal Board Sheathing spacings shall be reduced to 6 inches o.c. SO 7 8 10 12 14 17 19 22 1"x6"or 1'x8" 2-8d 2-1Od per support 6:12 24 1 1 2 2 3 3 4 4 Tabulated 6 inch o.c.nail s l«x10«a wider 3-8d 3-1 Od per support 28 1 2 2 2 3 4 4 S Pacing assumes sheathing attached to rafterluuss framing members with G>0.49. For framing members with 0.42<G<0.49,the nail 60 9 10 12 14 17 20 23 26 Q M spacings shall be reduced to 4 inches o.c. 70 10 11 14 17 20 23 27 31 W W 32 2 2 2 3 3 4 5 5 ' Tabulated 4 inch o.c.nail spacing assumes sheathing attached to rafternruss framing members with G>0.49. For framing members with 0 42<G<0.49,the nail 80 12 13 16 19 23 26 31 35 36 2 2 2 3 4 4 5 6 spacings shall be reduced w 3 inches o.c. '� O O Gypsum Wallboard Sd coolers 5d coolers 7"edge/10"field 12 1 1 1 l 1 2 2 2 " Anchorage required to resist lateral loads shall be determined in the foundation design per Section L 1 A. Tabulated nail spacings assume a building located in Exposure B. 16 1 t 1 2 z 2 2 3 Table 3.11 Wall Sheathing and Cladding Attachment Requirements for Wind Prescriptive��aro based on aeettmptterns in Table 3.2. 2 Anchor bolts shall be uniformly distributed along the length of the shearwall line,and in no case shall the anchor bolt H r Structural Panels 8d 10d (see Table 3.11) 20 1 1 2 2 2 3 3 3 Loads - Exposure B spacing exceed 6 feet on center. For other anchor bolt limitations see Section 3.2.1.7. � P �j Fiberboard Panels 7:12-12:12 24 1 1 2 2 2 3 3 4 3 7116" 6d' - 3"edge!6"field --- Sill plates are assumed to be treated Southern Pine. 25/32" 8d' - 3"edge/6"field 28 1 ,2 2 2 3 3 4 4 w Table 3.2B Bottom Plate to Foundation Connections (Anchor Bolts) Resisting A A 32 2 '2 2 3 3 4 4 5 Sd canters Sd coolers 7"edge/10"field 36 2 2 2 3 3 4 S 6 Tim�ondG"st 85 90 100 110 120 130 140 150 Lateral, and Shear Loads from Wind - Exposure B Gypsum Wallboard Wind Stied(mpbl F-4 O Hardboard 8d 8d (sin Table 3.11) 1 Tabulated connection requirements shall be pemniued to be multiplied by 0.70 for flaming not located within 8 feet of building (Prescriptive Alternative to Table 3.2) t--a x Particleboard Panels 8d 8d (see manufacturer) corners -,-- _ - _ ---- -- - - 2 Tabulated ridge connection toads assume a bundling located in Exposure B. E F E F - E F E F E F E F E F E F Diagonal Board Sheathing r Tabulated connection requizrmanu art bssedan total uplift minus 0.6 of the roof assembly dead load(0.6 x 10 pef). Three Second Gust Wind 90 H O 0 « �� 2-8d 2-lOd per support ►--1 � I"x6 or Vx8 85 100 ILO 120 130 140 ISO rl L"x10"or wider 3-8d 3-lOd per support ' Tabulated connection requircments are based on a 12 inch ridge strap spacing,for different ridge strap spacing,multiply the Stud Spacing . Sped(mph) " tabulated values by the appropriate multiplier below: Sheathing Location (inches,o.c.) Maximum Nail Spacing for 8d Common Nails or 10d Box Nails(inches,o.c.) A Bottom Platt to Foundation Anchor Bolt Ridge Cognation Spacing(in.) 12 16 19.2 24 48 72 Connection Resisting Foundation Supporting Maximum Anchor Bolt Spacing(tn.) --- - - 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 ' Structural Panels Multiplier 1.00 1.33 1.60 2.00 4.00 6.00 8d LOd 6"edge/l2"field - Interior Zone 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 1/2"Anchor Bolts I"or leas When the tabulated comber of nails to each end of the is equal to 1 and the is attached in accordance with l22 6 12' 6 121 t-3 stories 30 �than I" 10d 16d 6"edge/6"field sP br'in'es 24 6 12 6 12 6 12 6 12 6 12 6 Lateral and Shear Loads 5/8"Anchor Bolts Table 3.1.the ridge strap and additional[tailing is not rsquirod Diagonal Board Sheathing l2 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 1-3 stones 45 1"ard h 1 thin 2-8d 2-IOd per support 6 When a collar tie is used in lieu of a ridge strap,the number of 1Od common nails required in each end of the collar tie need not 1 4'Edge Zone 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 ' Prescriptive limits are based on assumptions in Table 3.2. 1"x10"or wider 3-8d 3-10d per support exceed the tabulated number of 8d common mills in a steel strap,or the number of 12d box nails in each and of the collar tie need B z z 2 ' When anchor bolts are used to resist uplift,lateral,and shear loads,the maximum anchor bolt spacing shall not exceed the lesser of the tabulated not exceed the tabulated number o[10d box nails in a steel strap. 24 6 12 6 12 6 12 6 12 6 12 6 12 6 l2 6 12 values for uplift loads Table 3.2C or lateral and shear loads(Table 3.2B. For other anchor bolt limitations see Section 3. 1.7 and 3.2.2.3. ' Nailing requirements an based on wall sheathing toiled 6 i>lctiea on-center at the panel edge.If wall sheathing is nailed 3 inches on-center at the , p ( ) ) 2, panel alias to obtain higher shear capacities,nailing regttirernents for structural members shall be doubled,or alternate connectors,such as shear BOARD SHEATHING a LAP SIDING Tabulated anchor bolt spacings for lateral and shear loads assume walls are sheathed in accordance with Section 3.4.4.2. For other wall sheathing plates,shall be used to marntun the load path. Sheathing Size Rafterr[russ Spacing Minimum Number of 8d Common Nails or 10d Box Nails types the tabulated anchor bolt spacings shall be divided by the appropriate sheathing type adjustment factor in Table 3.17D,but in no case shall 2 When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to 1-16d nail per foot. (inches,o.c.) Per Support anchor bolt spacings exceed 6 feet on center. 3 Corrosion resistant 11 gage roofing llalll and 16 gage staples are permitted,check IBC for additional requirements. AMERICAN WOODCOUNICII + For three second gust wim'speeds eater than 110 mph,with a tabulated lateral value from Table 3.5 eater than 262 If,lateral cormectium shall lx6 or 1x8 Sheathing 12-24 2 2 2 2 2 2 2 2 8u Pe Br P . p Table 3.9A Rafter/Ceiling Joist Heel Joint Connection Requirements IxIO or Larger Sheathing 12-24 3 3 3 3 3 3 3 3 be determined using the loads from Table 3.5. AMERICAN FOREST&PAPER ASSOCIATION (Prescriptive Altemative to Table 3.9) Table 3a4A Rafter and/or Coiling Joist to Top Plate Lateral and Shear Connection E Nail spacing u panel sages(in.) Requirements - Exposure B F Nail spacing at intermediate supports in the panel field(in.) Dead Load M lions:Roof Assembly DL= 10 sf (Prescriptive Altemative to Table 3.4) ' For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall be used. Roof Live Load Ground Snow Load 2 Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing member with a z 0.49. For fuming,members with p.42 S G<0.49,the ran spacings Table 3.2 III at Bottom Plate to Foundation Connections (Anchor Bolts) j 20 psf 30 psf SO psf 70 psf I shall be reduced to 6 inches o.c. Resisting Uplift Loads from Wind - Exposure B ' Throe Second Oust Wind Speed(mph BS 90 100 ;110 120 130 140 150 Roof Span(R.) For exterior panel siding,galvanized box nails slnll be pt emitted w ire tt ibstituted for common nails. 12 24 36 12 24 36 12 24 36 12 24 36 ' Tabulated nail apacitim assume a building located in F.xposUM B. (Prescriptive Alternative to Table 3.2) Number of 8d Common Nails or 10dBmNails(Toenailcd) 2A 1/2" Anchor Bolts - Sill Plate to Foundation Connections Resisting - Rafter/Ceiling Join wan Table 3. t.r.r.+ Rafter Spacing t3J,a,s,6 Spatting 010 Height(ft.) Required in Each Rafter and/or Ceiling Joist to Top Plate C°nnecti°n Rafter Slope (, ) Required Number of 16d Common or 40d Box Nails per Heel Joint Connection Shear Loads from Wind - Exposure B Three Second Gust Wind 3 m S ed m h 85 90 100 110 120 130 140 I50 V 8 2 2 2 2 3 3 3 3 12 4 7 10 4 8 12 6 11 17 $ 15 22 (Prescriptive Altemative to Table 3.2) Bottom Plate to Foundation Anchor Bolt 1� - 0 12 10 2 2 2 2 3 3 3 16 5 9 13 5 10 15 8 15 22 10 20 29 Connection Resisting Foundation Supporting Maximum Anchor Bolt Spacing(in.) � 8 2 2 3 3 3 4 4 4 3:12 19.2 6 11 16 6 12 18 9 18 27 ]2 24 35 Throe Second Gust Wind S h 85 90 100 110 r--12-0-r-130 140 150 16 24 7 l3 19 8 15 23 11 22 33 1 S 29 44 8'End Zones Z 3 10 2 2 3 3 3 4 4 4 Foundation Building Dimension I/2"Anchor Bolts Uplift loads 1-3 stories 72 70 49 39 33 28 25 23 i3 g 3 3 4 4 5 5 5 5 Interior Zones �-+ E 24 12 3 5 8 3 6 9 5 9 13 6 11 17 Supporting Perpendicular to v1 10 . 3 3 4 4 S S 5 6 16 4 7 10 4 8 12 6 11 17 $ 15 22 Shcarwall Line R. Number of Bolts Required in Shearwall Line'--' 1-3 stories 72 72 57 45 38 33 3U 27 W o^ ° ( ) N a 4:12 ' Prescriptive limits are based on assumptions in Table 3.2. A ,°,�- °� o I Prescriptive limits are based eln assumptions in Table 3.4. 19,2 4 8 12 5 9 14 7 14 20 9 18 27 12 2 2 2 2 3 3 3 4 2 lk%cn anchor bolts are used to resist uplift,lateral,and shear loads,the maximurn anchor bolt spacing shall not exceed the lesser of the tabulated A o 2 Tabulated connection requirements aastrrmoe a building located m P-xposura B. 24 5 10 ]S 6 l2 17 9 17 25 11 22 33 16 2 2 3 3 3 4 4 5 values for uplift loads(Table 3.2C)or lateral and shear loads(Table 3.2B). For other anchor bolt limitations see Section 3.2.1.7 and 3.2.2.3. l0 Z o r When ceiling joists are installed parallel to tatters,the stem of the toenails in the rafter and ceiling joist shall equal or exceed the 20 2 3 3 4 4 5 5 6 12 3 4 6 3 5 7 4 7 10 5 9 14 tabulated number of nails requited. 24 3 3 4 4 5 6 6 1 � c + To avoid lifting,no mare than 2 toenail shall be installed in each ode of a rafter or sailing joist when 6atened to a-2x4 top plate 16 3 6 8 3 6 9 5 9 14 6 12 l 8 28 3 3 4 5 6 6 7 8 ALTERNATE RIDGE STRAPPING r/3 ii u DETAIL TO BE USED IN ALL L �'o splitting, 5:12 CATHEDRAL LOCATIONS. W or 3 toenails in each side when fastened to a 2x6 late. 19.2 4 7 l 0 4 8 11 6 11 16 7 14 21 32 3 4 3 5 6 7 8 10 0 1 Story a n� aw 24 4 a 12 5 9 14 7 14 20 9 18 27 36 4 4 5 6 7 8 9 11 SIMPSON MSTA24 STRAP TiE 12 3 3 5 3 4 S 3 5 8 4 7 10 40 4 5 6 7 8 9 10 12 TO BE INSTALLED 16" oc SHEATHING NOTES: 16 3 4 6 3 5 7 4 7 LO 5 9 13 10 s 6 7 8 10 11 13 15 (ON EVERY RAFTER) t�RatECr No: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE 7:12 60 6 7 $ l0 11 13 1s 17 i 19.2 3 S 7 3 6 8 4 8 12 5 10 15 70 7 8 9 11 13 15 16 20 �• 871-2005 NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER 24 3 6 9 4 7 10 s 10 15 7 13 19 80 8 9 11 13 15 18 20 23 ASSOCIATION(AF & PA) WOOD FRAME CONSTRUCTION MANUAL 12 3 3 4 3 3 4 3 4 6 3 5 8 PROVIDE 2x6 COLLAR TIE BDK i 20 3 4 4 S 6 7 8 9 UNDER RIDGE - 16 cc. (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC 16 3 3 5 3 4 S 3 s 8 a 7 l0 24 4 4 5 6 7 9 10 11 FACE NAIL USING (4) AR NAILS a+ �: HIGH WIND EDITION. 9:12 28 5 5 6 7 8 10 11 13 UNDER RIDGE �16� TIE 19.2 3 4 6 3 4 6 3 6 9 4 8 12 32 5 6 7 8 10 11 13 15 srJU.E: 1 1 SHEATHING TO BE NAILED TO CCA SILL 24 3 5 7 3 5 8 4 8 11 5 10 15 36 6 6 8 9 11 13 14 17 1 4"= 1'-0" 1 O 2 Stories (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM 12 3 3 3 3 3 3 3 3 5 3 4 6 40 b 7 8 10 12 14 16 18 ° ° ° ° ' EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES 16 3 3 4 3 3 4 3 4 6 3 5 8 50 9 9 10 12 15 17 2a 23 ° ° aA1E: (3) SHEATHING TO EQUAL 12:12 60 9 10 12 15 18 21 24 27 06-21-05 (4) SHEATHING TO BE NAILED TO TOP PLATE 19.2 3 3 4 3 3 5 3 5 7 3 6 9 70 11 12 14 17 20 24 28 32 �` 24 3 4 5 3 4 6 3 6 9 4 8 11 80 12 13 16 20 23 27 32 36 07-24-05 ' Nailing requirements shall be permitted to be reduced 251%if nails are clinched. 28 6 7 8 10 11 13 15 18 2 Heel joint connections art not required when the ridge is supported by a loadbearing wall,header or ridge beam designed to resist the applied 32 7 7 9 11 13 15 17 20 loads, 36 8 8 10 12 14 17 20 22 3 When intermediate support of the rafter is provided by vertical struts or purling to a loadbearing wall,the tabulated heel joint connection 40 8 9 11 14 16 19 22 25 NOTE: 3 Stories ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO requirements shall be permitted to be reduced proportionally to the reduction in span. 50 10 11 14 17 20 23 27 3l Equivalent connections are required for ceilin oist to cc--ilin joist la slices. 60 12 14 17 20 24 28 32 37 HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED q q g1 gJ P P 70 14 16 19 23 28 32 38 43 DETAIL, limit AMOUNT CALCULATED FOR EACH CASE. ' Tabulated heel joint connection requirements do tot inchude the additional weight of the ceiling assembly. 6 Tabulated heel joint connection requirements assume ceilling joists or rafter ties are located at the bottom of the attic space, When ceiling * 80 16 18 22 27 32 37 . 49 ' Anchorage required to resist lateral loads shall be determined in the foundation design per Section 1.1.4. �� TrrLE: joists or rafter ties an located higher in the attic space,nco attic storage is assumed,and the tabulated heel joint connection requirements shall , Prescriptive limits are based on assumptions in Table 3.2. NAILING NOTE: be increased by the following factors: 2 Anchor bolts shall be uniformly distributed along the length of the shcarwall line,and in no case shall the anchor bolt PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS Ceiling Height/Roof Ridge Heel Joint Connection spacing exceed 6 feet on center. For other anchor bolt limitations see Section 3.2.1.7. SCHEDULE REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) Height(Hc/Ei� Adjustment Factors 3 Sill plates are assumed to be treated Southern Pine. FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO ���1�� 112 2 WOOD FR H FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. r--- 113 l.s ALL ROOF SHEATHING IS TO BE FASTENED AND INSTALLED TO MEET OR EXCEED ALL REQUIREIMENTS OF T T 1!4 1.33 CO COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC. NOTES NOTE: 115 1.25 THE BUILDING CODE OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED"T& DESIGN AND ITS ASSOCIATED ENGINEER HAVE 116 1.z WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH UNDER FEDERAL COPYRIGHT LAW. EAST END DRAFTING WIND EDITION. PLANS MAY NOT BE REPRODUCED WITHOUT NOT BEEN RETAINED TO IN PROPER INSTALLATION OF ANY 1/10 1.11 WRITTEN AUTHORIZATION. S"� W. MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. Note:Lateral deflection of the rafter below the rafter tied may exceed 3/4 inch when rafter ties are located above one-third ALL PLYWOOD SHEATHING IS TO STAGGER FLOOR JOISTS AND TOP PLATE TO GABLE STUDS (SEE LAYOUT). ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF of the ridge height,H„or when lie is greater than 2 feet and may require additional consideration. EAST END DESIGN ASSOCIATES, LLC. ALL PLYWOOD IS TO BE NAILED TO TOP PLATES UNDER RAFTER TAILS. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE AMERICANfFOREST&PAPERASSOMATION PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. 5 OF 12 Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as Suffolk County DepL of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. SE/1l: Table 3.23D Reduced Full Height Stud Requirements for Headers or Window Sill ENGINEEfYS Plates In Exterior Walls Resisting Wind Loads - Exposure B & C -- TABLE R404.1.1111 �� 1J • a ' - _ PLAIN CONCRETE AND PLAIN MASONRY FOUNDATION WALLS mj PLAIN CONCRETE MINIMUM NOMINAL PLAIN MASONRY"MINIMUM NOMINAL WALL er Distance from Top Plate Down to Header(a)or Distance from Bottom Plate I;p to Window Sill Plm(b)to WALL THICKNESS IInc Msl I THICKNESS(inches) uyQ Wan Hal g ALL TABLES ARE FROM THE AMERICAN FOREST & - s�11 el.aaasb got(w'h),where x is the larger of x or b MAXIMUM WALL MAXIMUM � o.o 0.1 0.2 o3 0.4 0.5 os a7 o.lj 0.9 l.o PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL HEIGHT UNBALANCED GM,GC,- :an Inorganic ganic SC, ino ga'ic BACKFlLL HEIGtile GW op, SM.SM•SC and Ivor nlc GW,GP,8W and GM,GC,SM, errs inorpanle 811 Sited _ Y_t) }"t SW and SP and ML CL SP 8M-SC and ML CL R Spacing(in) Header spfO(ft.) 'Numbed ofPul]Height Stud Required at Each End of the Header' FOR ONE AND TWO FAMILY DWELLINGS 2001 EDITION 5 4 G 6 d z5 ALL TABLES ARE FROM THE AMERICAN FOREST & 2 , � i 1 1 I 1 6 6 solids or R 6 solid or 8 G solids„r h 11p PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL ' d 1 l (PRESCRIPTIVE DESIGN) 5 6 �' _ 6 solid or 8 8 1A 4 6 6 6 6 xalidd or 8 6 solids or 8 h..:a'dd or S 1 l 2 2 2 2 2 3 2 1 1 G 5 6 6 6 6 soliold or 8 g 10 FOR ONE AND TWO FAMILY DWELLINGS 2001 EDITION 6 1 2 2 3 3 3 3 3 - z 2 1 � G A� lcs R 10 12 (PRESCRIPTIVE DESIGN) 12 ll ' 2 3 4 4 4 4 4 3 2 1 4 6 6 6 6 snlitld ear 8 8 s 10 1 2 4 5 S 5 5 5 4 2 1 ? ' 6 6 84 6,ulitiil or 8 10 10 12 l 3 4 6 6 fi 8 8 10 IZ I%tit& J 6 6 6 6 4 3 1 7 8 8 10 ' 12 IU solids 1?skids 14 1 3 5 6 7 7 7 6 5 3 1 4 16 6 6 6 G solids or 8 6 solidl'or 8 8 1 3 6 7 8 8 8 7 6 3 1 5 6 6 8 6 strli,ld ur 8 1'0 12 2 1 1 1 1 1 l 1 1 1 1 1 8 6 88 8 10 10 12 12;:,lids 4 1 1 1 2 2 2- 2 2 7 8 10 10 :2 12 soltdJ F,.,tunutc L 1 1 1 8 10 10 12 10 solidd 12 salidd Fcut:wle r 6 ] 1 2 2 3 3 3 2 2 1 1 - 8 1 2 2 3 3 3 3 3 2 2 1 6 6 G 6 soiidd or n 6 solidd or 5 8 16 5 e Rt 8 8 10 I' 10 1 2 3 4 4 4 4 4 3 2 1 b 5 8 10 IU 10 1-$ 2 salidd 12 1 2 3 4 S S 5 4 3 2 1 12 12 solta Fuuntotc 14 1 2 4 5 b 6 6 5 4 2 ] b IU lU 12 12 so,idc Footnote c footnote z 10 12 Footnote F Footnote a Foatnatc c Footnote 16 1 3 4 6 b 6 6 6 4 3 1 nr S: 1 iu.h-29A mm, I foot=304.S:ual,1 puund per sgaarc inch=6.595 Pa. Table S.23A Header Spans for Exterior Loadbearing Walls Resisting Wind Loads - 2 1 I 1 1 1 l 1 , 1 I 1 :, L!orar radial ae T}pc 1.1 ear�ails masonry shall txs laid in running lions.Ungrouted hoauw masonry units are permitted except Exposure B 4 1 1 1 1 1 1 p pt where uu,�rw is.:ire care,i 1 1 1 ( ] h So I classes a e i,.accordance with the Lritied Soil Clossinualion System.Refer to Table R405.1. 6 l 1 1 2 - 2 2 2. 2 1 1 ] L. tlnbaancecbnckfll height isthcdifferencein height OWIC vateriorandintenorfimrh ground levels.Wt.urcanmtenor concrete slab isp;uviLLJ,L:ieurhalnnrec hack tiil i►e.ght s:mll uc meaxurcd from the exte,iur finish ground level to the to ofthe h►terior cur,urutc rlah. 24 ] 1 2 2 2 2 2 2 2 1 1 A 5 lid g:outtJ i,ulluw•units or solid mmnry snits. Three Second Gust Wind Speed 85 90 100 110 120 130 140 ISO 14 3 3 3 3 3 2 •' _. 'Fall construction sha:1 be in accordance with Table R404.1.1{2}ear a dustb^i shall be.provided. (mph) 12 1 2 2 3 3 3 3 3 2 2 1 Table 3.24B Header Spans for Interior Loadbearing Walls I. A desiFr.is req.ii-cd Maximum HeaderMirder Spates for Common Lumber Species''Z'4.& 16 1 2 3 3 4 4 4 3 3 2 1 (Supporting Two Center Bearing Floors) g.Thickness may he 6 aches,proviJeJ n,insmum spccttied cnmprcssive s[rengtl: rwn.rcte,f,.,is 4,000 psi. 1 2 3 4 4 4 4 4 3 ? 1 w Sue (ft.-in.) (ft.-in.) (R.-in.) (ft.-in.) (ft.-in.) (ft:lit.) (ft:its.) (ft.-in.} I The capacity of the connection ofthe top or bottom plate to each full height stud shall be equal to the unit lateral load(w)given on Table 3.5 TABLE R4D4.1.t(2) limes half of the header span(T.2)divided by the required titatnber of full height studs(1VFF�selected from 3.23D. Dead Load Aasumptiams: Roof/Ceiling Assembly DL-1 D psf _ REINFORCED CONCRETE AND MASONkYa FOUNDATION WALLS 2-2x4 7-1 6-8 6-0 5-5 5-0 4-7 4-3 4-D Top or Bottom Plate to Fach Full Height Stud Connection-vv"L R MINIMUM VERTICAL RENFORCEMENT 131ZE AND SPACING:+FOR Or� 2-2x6 8-3 7-9 7-0 6-4 5-10 5-5 5-0 4-8 ( )MFH Building Width(ft.) twNCH NOMINAL WALL THICKNESS w x 12 24 36 2-2x8 9-3 8-9 7-11 7-2 6-7 6-1 S-R S-3 Maximum Httader/Gitder Spans fa MAXIMUM WALL MAXIMUM UNBALANCED Soil etassesa O 2-2x10 10-3 9-8 8-9 7-Il 7-3 6-8 6-3 5-l0 2-2x12 10-9 10-2 9-2 8-4 7-8 7-1 6-7 6-1 HEIGHT - BACKFlLL HEIGHT+ Comrtwn Lumber 4 cedes''►+ (} ) -((a at) GM,GC-SM,8M 8C and ML SC,MH,ML-CL and Inorganic O 1 GW,GP,SW and 9P soils sills 3-2x8 11-4 10-9 9-8 8-9 8-1 7.5 6-11 6.5 ���� Headers Supporting Sim (8.-in.) (ft.-In.) (ft:in•) S CL soils --Double Top Plats 6 s�4 at 48"a.c. ./4 at 48"o.c. #4 at 48`•0.c. 3-2x10 12-7 11-10 !0-8 9-8 8-11 9-3 7-7 7-1 �� �� One Floor Only 2-2x4 2-10 2-! 1-8 6 r!4 at 48"n.c, #4 at 40"o.c. T^ V] w 1 ( Wig) 2-2x6 4-2 3-1 2-6 #4 at 48"o c A4 at 48"o.c. #4 at 4b"o.c v 1 3-2x12 13-2 12-b 11 -3 10-2 9-4 8-R 8-0 7-f, �.,� �-�� �.� r,- �-� Center B 4 #4 at 48"u,c 4-2x8 13-1 12.5 11-2 lU-2 9.4 8.7 B•0 7•S �_ �=-'_ 2-2x8 5-4 3-l l 3-3 ' 6 " 44 at 48"o.c. #4 at 40"o.c. w #4 at 48 mace rlS at 48"o.c. A A 4-2x10 14-6 13-$ 12-4 11-2 10-3 9-6 8-10 8-3 '�� ��� r� 2-2x10 6-6 4-9 3-ll 7 � #5 at40"u,c ti4 at 40"o.c, 05 at 40"O.Q. #6 at 48"o.c. a _� 2-2x12 7-6 5-6 4-7 5 a 4-2x12 15-3 14-5 13-0 11-9 10-10 10-0 9-3 8-8 -� ff 44 al48'O.c, !�4at40"u.c. H M y- #4 at 48"o.c. 3-2x8 6-8 4. 10 4-0 1t 6 44 at 48'o.c. #5 at 48"o.c. #5 at 40"u.c. �y W #5 at 48"o.c. #6 at 48"o.c. fb at 40"o-c. �+ 'ulaxirnttm Htu►detr'(3irtteu Spxtiri fur Glared L,uminalel]3eamili�'& FUII Heigh 3-2x LO 9-1 6-0 4-I1 8 #6 at 40"o.c. 'f6 at 24"a.L:, #5 al 40'o.c. g 3-2x12 9-5 6-11 5-9 5 � _ O #4 at 48"o.c. 74 at 48'o.c. O 0 Size (11.-ia.) (ft.in.) (tt:in.) (II:in) (A:in.) (R-ia.) (fi-in) (11-tile) Stud Jack Stud 4-2xti 7-A S 8 4-8 6 - #4 at 48"o.c. #5 at 4R'u.c. #5 UL 48''ac. i--e 9 #6 at 4R"ue 3x5.5W n 15.5 13.11 12-8 11-7 10-8 9-11 9-3 4-2x10 9-4 6• t0 5-8 7 45 at 48"o.c. #b at 48'a.c. rt6 at 32"v c A � � Window _ 3x6.875 o n 15-6 14-2 13-0 12-0 !t-1 10-4 3x8Z5U 0 a n 14-2 14-2 13.1 12.2 11-4 Sill Plate �����_ `v h 4.2x12 10-10 8-0 6.7 8 `1__� #5 at 4U`o.c. � 3x9.225 n n n o 15-4 2 14-2 13-2 12-3 ` g 6 at 32"o.c. #6 at 24"o.c. `1�_ Maximum HeadlxlGitdcr Spans for Glued 76 at 4U`o.c. #6 at 24"vac. #fi at 16'o.c. Ltlmtlnaled Boaiust}+ For Sl; I inch 25.4 mm,1 font-304.tt mm. S. Morrar shall be Type M or S and masonry shall Ixc laid in running build. 3x 11.600 o n n n ❑ 15-1 14-0 13- 1 ( ) h. heiinuivc rcun-wcrng bar sites anJ spacings having an equivalenL crom-uclional area ofreinforoemeot per lineal fvuL of wall.,hall be peuniucc provinM ncc �1- Size )Tt in) (R'�1 (ft.-in.) s�acmg of the remforcemeuL dues not exceed.2 inches. 3x12.373 n n n n ❑ ❑ 14-11 13-I1 3x5.500 5-4 3-3 2-6 3x13.750 o n n n r: s: 15-9 14-8 t;� Vurucal remrorcement shall be Cirade 60 minimum.The distance I'tom the face of the%A!I side oftlre wall u,tha ecmer ot'venicai rewfurcemenr shn11 be at 3x15.125 D G O 13 r: a ❑ 15-4 = b 3xb.R75 6-8 4-l 3-2 - :inches. ���_�� 3x8.250 8-0 4-11 3-10 d Sod ctarAts are its aceurdancc with the Unified Soil Classification System.Refer to','able R•IOS.1, 3x16.5000 n n o v ❑ ❑ ❑ t7 .3 ���w� 3x9.625 9-4 5-9 4-S C.I Inlralanced backfill height is the diference in height ofthe exterior mud ir.Lerinr finish ground levels.Where an interior concrete slab is provided,the unbalanced Bottom Plates '� � �' rt p 3x17.875 n ry a a ❑ ❑ a ❑ 3x 11.000 10-8 6-T S-1 bac^titl tt i ht shall he neasured from the exterior tiaislt Wound level to the top of the iahmor concrete slab. 3x 19.250 o n Ia n ❑ o Q ry 3x20.ti25 o a a ❑ ❑ ❑ ❑ n 3x12.3?5 12-0 7-5 5-4 3x13.750 13-4 8-3 6-4 3x22.(00 a a o ❑ o a o d 3x15,125 14-8 9-1 7-0 TABLE R404.1.10) 3x23.375 u n n r, u u u u Table 3.24A Header Spans for Interior Loadbearing Walls 3x16 500 16-0 9-10 7-7 REINFORCED CONCRETE AND MASONRY"FOUNDATION WALLS 3x24350 o 0 0 ❑ ❑ n o n 3x17,875 0 I D-R B-3 VERTICAL REINFORCEMENT SIZE AND SPACING"FOR 12-INCH NOMINAL WALL THICKNESS (Supporting One Center Bearing Floor) 3x19.250 0 11-6 8.11 MAXIMUM WALL MAXIMUM UNBALANCED Soil dess"41 5x5.5805 o ❑ ❑ ❑ ❑ a 13 u 15-5 g BACKFlLL HEIGHT" GW,GP,SW arwl 8P - y Sx6.R75 n ❑ c ❑ o o a a - - HEIGHT 3x20.625 a 12-4 9-6 (feet) (}eetl soils SC,MM,ML-CL and Inorganic CL 5x8.250 Ft t, u u u 0 n a Dead Load Assumptions: ROofi'Ceiling Assembly DL=10 psf 3x22.000 ❑ 13-2 10-2 a GM,GC,SM,SM-9C and ML soils_ soils 5x9,625 n n a ❑ ❑ n n n #4 at 72"mc. "at 72' o.c. 1M at 72"o.c. Building Width(R.) 3x23.375 ❑ 14-0 10-9 5 4W at 72 u.c d4 at 72"o.c. 74 at 72"O.c #4 at 72"o.c. #4 at 48"u.c Maximum own le iaglyder s p a n s turn limited to 16 f e e t. ;x24.750 a 14-10 l 1-5 6 k4 at 64"o.c. l2 24 36 7 #4 at 72"OX, tl4 at 4A"o c #4 at 5G"o,c. Tabulated header spans shall be permitted to be divided b y 0.96,for!t a m i n g t o t l o c a t e d within 8 feet 3x5.500 6-IU 4-10 3-7 5 #4 at?2 o.c. 44 at 72`o.c. a of buildin txunem. Maximum Header/Girder Spans for #4 at .2"o.L:. g 3x6875 8-7 6-1 4-6 G a CommonLumber Species 5 #4 at .2"o.c. 1+4 at 56'0.c. Talwlaled spnns assume n building lucnted in�cposdtre,3. 7 i+4 at 64"a.c. 05 at 72 o.c. 5x9,625 12-0 8-6 6-4 #5 al 6.1'o.c. � s The atunbor of 1w;k study required at each end of the header shall be determined from Table 3.221'. Leaders Supporting Size (ft-� li #4 at 32"au. 5x11.000 13-8 9-9 7.3 +t4 at4R"u.c. (ft,-in.) (ft.-in,) ,i4 at 3_"o.c. fS at 4U'o.c. �+ 4 Tabulated value:are based on#2 Grads Hem-Fir,and are applicable t o species with equal or greater O n e Fhxx O n l y 2.2x4 4-4 3- L 2-6 5x12.375 15.5 11-0 8-2 6 k4 at 72"o.c. #4 at?2"o.c. rt4 at 72"o.c. Fs and F from the Supplement(i.e..Douglas Fir-Larch,Southern Pine"or tvice-Vine-Nit. 44 at 72 o.c. " - SP ) (Center Beating) y , it4 at 56 o,c, tt5 at 64"u c e Tabulated spans assume 24N oombittatiun glulatn. 2-2x6 6i-3 4-6 3-8 5x15.125 n 13-5 10-u #4 at 56"o.c, 44 at 40"o.c. 96 at 64"o c 2-2xR 81-1 S-9 4-8 5x16.800 n 14-7 10-]0 8 1+4 at 6.1' U R 6 The niumber of full height studs required at each end of the header shall be determined in accordance I-----. :ry at 56'o.c. #6 at W"u.c. #6 at 48"o.c. -- 0 9, at 77•u.c. 46 at 4U"o.c. � 5x17.875 ❑ 15-10 11-9 Fo 51: l .nch-254nun,Ifoot-31MAnim- _ r. 2-2x10 9 -11 7•U $-9 5x19.250 ❑ ❑ 12-8 a.M:rtar shall be Typc Al or 5 and ntawnry Shall be laid in ntnuiuX uund with I'uble 3.230. - -- 2-2x12 11 -6 8- L 6-7 5x20.625 0 ❑ 13-7 r A.wecaiiv:n:mtorcing bar sicus and spacing Its viuMan equiva:ent cross-sectional area of reinforceatent z 3.2x8 1(D-2 ? 2 5- 10 ipucirg of tie rein`'o:xn,cuL doe¬ exceed 72 inches. per Imcal toot of wall steal:oc permuted p,c.idut the Table 3.23E Header Spans for Exterior Non-Loadbearing Walls and Window Sill Maximum allowable header/girder spun exceeds 16 feet,ttpaw are E Plate Spans Resisting Wind Loads - Exposure B 3.2x10 12-5 s 9 7.2 c. Yen:cal rcinforca:,cm steal!be Grade so rninimum.'Ihe distw,ce from the lace ol'Ihe soil a,Ju ofthe wall to t e center nr vertical reinfo:a:ucnL Shall i+e at ease W o^ cv limited to 16 feet. 'i 75.nchea A � � S C00 0 3-2x12 14-4 10-2 8-3 t Tabulated spans are based on#2 Grade Hem-Fir,and Ilfe applicable d.Suit classes are in accordance with the LIri6ed Soil Clessitieatiou System.Refer to'lkble R405.1. 4-7.x 8 11 -6 8-3 6-9 to species with eland or greater Pa and E from the Supplement(i.e. e. ..nhelanceJ bucklill heiaat is the diffemwi;to hetghr ofthe exturiurand inrenor tiuish Wuund levels.Where.an inleriurcuncrete slab is p,wiut:d,the � 'throe Second Gust Wind Speed 4-2x10 141-4 10- I g_3 Douglas Fir-Lamb,Southern Pine,or Spruce-Pine-Fir). For 03 hai krill hci i.sha.l ne measu,eJ from the exterior t,n:sii - 85 90 too 110 120 130 140 150 (mph) Grade lumber,spans shall be multiplied by 0.75 gruuiiJ Icvel to the top of tLr:ntcrirx concrete slab, w ^m z � ivfaximtmm HeatkcrCiirdcr S for Common Lumber S snit,+.t 42x12 0 11 -9 9-7 o� P•m !tee Maximum Hcarler/Girder Spans far Glued 3 Tabulated spans assume 24F combination glulam. [-i °-d U p Tabulated spans assume headers supporting single span floor joists. Size (1L-in) (ft.-in.) (ft-in.) (A.-in. Laminated Beams' For Q m�, `o ° } {ft--cn.) (&-ia) (ft:in.) (ft.-in.) For headers supporting contitttterua two span floor joists tabulated TABLE R404.t.1(4) O^ ° r- ( 1•f� a,n H Q rte REINFORCED CONCRETE AND MASON,2Ya FOUNDATION WALLS 1-2x4(flat) 7-3 6- 10 6-2 5-7 5-2 4-9 4-S 4- 1 size (ft,,in,) (ft--in,) (R.-in.) spans shall be multiplied by 0.84. 1-2X6(flat) 10-7 10-0 9-0 8-3 7-6 6-11 6-5 6-0 + The number of lick studs required at each end ofthe header shall be MINIMUM VERTICAL REINFORCEMENT SIZE AND SPACINGac 1 q FOR 10-INCH NOMINAL WALL THICKNESS MAXIMUM PROJECT NG: x5.500 7 -3 5-9 a-4 determined from Table 3340:. MAXIMUM WALL UNBALANCED _ S°Il Claas.ad 3x6.875 9-1 7-3 5-5 HEIGHT BACKFlLL HEIGHT' GW,GP,SW and SC,MH,ML-CL and 871-2005 (lest) Itsstl SP soils OM,GC,8M,SM-SC and ML soils lnorgsnic CL CL DRAWN BY: x (flat) 10-9 10-2 9-2 R-4 7.8 7-1 6-6 6-1 3x8.250 10 -11 8-8 6-6 Table 3.24C &lack Stud !Dequlramonts for Headers In Interior Loadbearing Walls 4 ka at 56`a.c. #4 at s6"r,.e..- - 2-2x6 flat 13-9 14-11 13-5 12-2 tl-2 10-4 9-7 8-11 Tabulated header spats shall be permitted to be divided by 0.961 f o r framing not located within 8 f e e t ofbuilding crnmera. 3x9.625 12l-9 10- 1 7-7 7 S #4 ai 56'o.c #4 at 56"o.c. #4 al 56'o.c. BDK 6 44 at 56"o.c. CHECKED BY: 84 at 56"o.c. A4 at 48"nx ;M4 at 40"o.c. t '1'abulaad spare atteutm a building located in Expwure H. 3x11.000 144-7 1 l -7 8_8 Roof Span @. 7 ;ea at 5ti"o.c. #5 at 56"o.c. p ( ) 45 a(40"o.c. I Tabulated header spans are based on 10 C l o t wall heights.For other wall heights,H,the tabulated header spans shall be divided 3x12.375 l0 13-0 9-9 12 36 5 #4 at 56"ac. it4 at S6' o.c. #4 at 48"o.c. SCALE 24 R G #4 at 56"o.c it4 at 48°ox by(H/LO) . 3x13.730 w 14-5 l0-lU 7 #5 at 56''o.c 1�4"= 1'-0" Header Width #4 at 48"o.c. #4 at 32''o.c. #6 at 56'o.c.+ 'rattttlated valttex are bared rrl!f2 Grade Hem-Fir,and are applicable to specter with equal or greater FF and E from the 3x15.125 ID l5-11 11-11 3" 4.5" S", 6" 3" 4.5" 5" 6" 3" 4.5" S" 6" 8 ><5 at 56''O.C. tf5 at 40"o,c, #7 at SG"o.,:. Supplement(lace,Douglas Fir-[arch,Southern Pine.or Spruce-Pine-Mir}. 3x16.500 tD a 13-0 2.2x -2x 4-2x 2-2x 2x 4-2x 2-2x 3-2x 4 2x 5 #4 at 56"u.c. +t4 at 5/,"U.C. d4 at 4R"u t. r The number offull height studs required at each end of the header shall be determined in accordance uith Table 3.230 5 #4 at 56" .c it4 at 4. t►.c 06-21-05 g 7 44 al 32`o c x17.875 G7 a 14.1 94 at 56"ox. 45 at 48"n.c 0 at 48"o.c. REV: Header Supporting pan 0r Number of Jack Stttds at Each End of the Header'-' 9 #4 at 32"u.c. 94 at 16"me 07-24-05 Sx5.s00 81-8 6-10 6-0 rpm(1)") �� 'r6 et 48"u.t:. � . 5x6.875 10 -9 8-7 7-6 #5 at 40"o.c. #6 at 40"o.c. #7 at 40"o.c. 2 1 ( 1 1 ] 1 1 1 1 1 1 ] or�' 1 iu:h 25.4 mm,I root-304.8 rum - 5x9.620 1 S -1 12-0 10-G a.Moe au,lids�c Type tit or S a:►d nraboury shall be laid in mm�ing bored. Table 3.23C Full Height Stud Requirements for Headers or Window Sill Plates in 4 1 1 I. ] 1 1 1 1 l 1 1 , Sx 1].000 Q 13-$ 12-0 6 1 1 1 l l 1 1 1 2 1 1 1 b.Alternancc-C. bar sizes and Spacings having on equivalent t.:um-xectinral area of reinforvxment per lineal foot of wall shall be pcn:,iucu provided the Exterior Walls Resisting Wind Loads - Exposure B & C spacing ofthe,'tisiftat:ement does not exceed?:inches. 5x12.375 er LS-5 l3 -5 One Floor Only R 1 l L 1 2 1 1 1 2 2 2 1 c Vertia:rein:umemen:&hall he Grade 60 m,n.murr..The distance from the fate orthd soil.aide of the wall to the center of vcnicyl reinforcement saa:l be a.Ica& Wall Stud Spacing((a) 5x13.750 to n 15-0 (Center Bearing) 10 1 1 1 1 2 2 1 1 3 2 2 2 6 75 inches. 5x15.125 a as ,a 12 1 1 1 1 2 2 2 1 3 2 2 2 d Scil clauses Lire in seenMance with the Unified Suit 17amiticatior Syste,:,.Rcfur to Table R»05.1 12 t 24 Maximum allowable header/ ' exceeds 16 feet,s = U-:bul.Ln:e,1 bacdhl,height,s the diflerencc in height ofthe exleriot and ir:teriur finish Number of Flail Height Stud Required at Fisch !►,!idler� Pans are 14 2 1 1 1 3 2 2 2 4' 3 3 2 g r • ground levels.Where all i.rtawr vx,ncrete slate is Tended,the unbalanced SHEEP TIiLE: Header Span('L) find of the Header' limited to 16 feet. 16 2 1 1. 1 3 -2 2 2 4 3 3 2 bauklill hcighi rhrll be measured from Use uxtcrior finish ground level to the top ofthe interior coll"cle slub. p 2 1 1 1 l Tabulated spans are based on 42 Grade Hem-Fir,and afro applicable 2 1 1 1 l 1 1 1 1 2 1 1 1 FOUNDATION 4 2 2 1 to species with equal or greater F'b and E from the Supplement(i.e., 4 1 1 -. 1 1 2, 1 1 1 3 2 2 2 Dote Fir-Larch Southern 6 2 1.,' 1 1 3 2 2 2 4 3 2 2 THICKNESS 8 4 3 2 lumber,spans shall be multiplied by 0.75. Pine-Fir). For tt3 Grade Two Floors 8 2 2 1 1 3 2 2 2 5 3 3 3 10 5 4 3 2 Tabulated spans assume 24F combination glulam. (Cent Bearing) 10 2 2 2 1 4 3 3 2 6 4 4 3 12 6 5 3 3 Tabulated 12 3 2 2 2 5 3 3 3 7 5 4 4 © COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC. REINFORCEMENT spans assume headers supporting single span floor joists. 14 3 2 2 2 5 4 3 3 8 5 S 4 ]4 7 G 4 For hinders supporting continuotus two span floor joists tabulated t 'b e 6 4 vans&hall be multiplied by 0.89!. 16 4 3 2 2 6 4 . 4 3 9 6 5 5 ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED '1'hc number of full height shads required at each end of the + 1 Where the number of*k studs e 1 the header shall be twitted to lfe TABLES header shall he permitted to be reduced in accordance with The number of jack studs required at each and of the header shall be 4� ' pe gupported by a fratming anchor attached to the Cull- UNDER DER FEDERAL COPYRIGHT LAW. determined from Table3.24C. heighlwall stud. PLANS MAY NOT BE REPRODUCED WITHOUT the requirements ear Saurian 3.4.1.4.2 and Table 3.23D. 2 An equivalent number of}full height studs we permitted to replace jack studs,when adequate gravity connections arc provided. WRITTEN AUTHORIZATION. SHEET No: ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. 6 OF 12 Acceptance of these drawings does not authorize the right to build without the authorization of local goveming agencies,such as Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. ENGWEEWS SEAL: 10 ° x � ----------- Lj L:1 Lil LL=i 0� ---------- FRONT ELEVATION LEFT ELEVATION w pA4AA 0 Z coo kn coo U C4 0 Z af Z KUS El - PROJECT N(k -04 DRAWN ffy.. 871-2005 BDK CHECKED BY. SCALE DATE' 06-21-05 REV: 07-24-05 REAR ELEVATION RIGHT ELEVATION SHEET uni- ELEVATIONS COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC. EXISTING HOUSE OR ROOF ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. WALL AREAS TO BE ADDED PLANS MAY NOT BE REPRODUCED WITHOUT SHEET NO: �==7 OR MODIFIED WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF ROOF AREAS TO BE ADDED EAST END DESIGN ASSOCIATES, LLC. OR MODIFIED THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these drawings does not authorize the right to build without the authorization 7 OF 12 of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. ENGINEER'S S 6'-3j" 20 12'-71" 3'-8" u -----------------5'-4* 9-._4 '-4- 5-7--9j- ------5--9j I"x6 DECKING f( 44x4 IRDERI US G APP AROVEDHSTRAPS 0.OR ANCHOR PLATES.PROVIDE DBL. 2x8 (2) 2x10 AM GIRDER (NOTE GIRDER IS TO BOX BM. OVER ALL ATTACHED TO 4x4 WITH APPROVED STRAP FLOOD VENTS OR ANCHOR PLATE) CCA POST NOTE:PROVIDE 8" PC. FOUNDATION PROVIDE ALL ANCHOR BOLTS 16"x8" ON 16"x8" ARE TO HAVE 3"x3" BASE PPROVED SIMPSON 4x4 POST ANCHOR FOUNDATION 16"x8" CONC. FTG. FOUNDATION PLATES TO BE USED AS FLOOD VENT FLOOD VENT WASHERS. (SIMPSON) 12r DIA CONC. FILLED SONA TUBE PIER - --_ -- - - - - -- -- ---- ---- -- - -- MI BEAR - UNDISTURBED SOIL CID MIN. —0 BELOW FINAL GRADE) I (INSURE SOIL BEARING CAPACITY) NOTE: EACH COLUMN TO HAVE (1) /4 VERTICAL r— �— — ——— ——TEAM T ————— —— —— —— I FLOOR JOISTS ARE TO BE SOLID REBAR ATTACHED TO }"x12' ANCHOR BOLT. PROVIDE DBL. 2x8 I I PoacETol I I BLOCKED 48" oc. FOR FIRST TWO FRAME USE 4x4 POST ANCHOR TO ATTACH POST TO CONC. PIER AND USE APPROVED STRAPPING BOX BM. OVER ALL I 2x8-16' oc FLOOR JOISTS 6 I I BAYS PARALLEL TO EACH OTHER FROM TO ATTACH POST TO GIRDER FOR FLOOD VENTS I (MATCH EXISTING) EACH END OR SIDE OF HOUSE CONTINUOUS TIE DOWN I I -i I I (USE APPROVED SIMPSON HANGERS I 1 �I `° BxNe ,s" I I PROVIDE DBL 2x8 i• = SEE DETAIL) A CONC. PIER A 12 DIA CONC. FILLED SOMA TUBE PIERS + PROVIDE I I - I I BOX BM. OVER ALL I DECK POST DETAIL " .< ON 2'-0'x2'-0" (MIN. S—O" BELOW FINAL GRADE) FLOOD VENTS TO BEAR ON UNDISTURBED SOIL FOUNDATION I a CONC. FTG. I I (INSURE SOIL BEARING CAPACITY) I NEW I I I EACH COLUMN TO HAVE (1) 04 VERTICAL FLOOD VENT PROVIDE REBAR LOOPED AT TOP OF PIER WITH I CRAWL S PAC E r - 1 1 16»x8" 11t ANCHOR BOLT HOOKED IN I 2" PC. SLAB I - I I I FOUNDATION LOOP IN CONCRETE PIER AND ATTACHED TO GIRDER FOR CONTINUOUS TIE DOWN ALL ANCHOR BOLTS ARE TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF L = J I I FLOOD VENT (USE APPROVED SIMPSON HANGERS THE BUILDING CODE OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER 8" PC. FOUNDATION I I I � — SEE DETAIL) ASSOCIATION AF & PA WOOD FRAME CONSTRUCTION MANUAL WFCM FOR ONE AND ON I 2x8-16" oc FLOOR JOISTS LINE OF DECK ABOVE — ( ) —— — — —— —— ——— — —— — TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. I I (MATCH EXISTING) T w 16"x8" CONC. FTG. I '-4" �_qr 22x8 ACQ GIRDER _ 21(O NEW r1 » —\1 J 1- ----- - --- - - -- -- 1 4 1 8xaxl6" 4 0(n I I O N t� CONC. PIER I m ''�+ 1 A 1 ON 2'-O"x2'-D' 0 NEW q I I N I I CONC. FrG. I I WOODEN DECK �, I � O I r--------- -- ------------� I I Q0 I 1 r -Tr-r-f- �^r� �1 I I U_ 7 7- 7 -7 X 1 e// PROVIDE DBL. 2x8 ' . r - 01 I I I W BOX BM. OVER ALL i I I W FLOOD VENTS �i/ ��/ /,�7 _. ♦ / " � � " " ' /� ' I I I EXISTING I 2Xasc GIRDER— (2)2x8 AcQ IRD I / 11 1 t— - ( EXISTING RAISED CONIC. I -i' --- I I BASEMENT I I p A A 11 PROVIDE I /�// / ///'� /�, ENCLOSED 1 1 1- 7 I I I � x O 16'x8* I I I ��//��,��/ 'mj � I I I I EXISTING I I I I I x FOUNDATION I 1 ►�/i, i, //, r i i� I SCREENED PORCH I I I I Z FLOOD VENT I I Iii, // /// /� ( ///ice ')I 1 i 1 BILCO I I I r, / TO BE REMOVED , I i T I EXISTING ` I I rJ7 1/i i i1iiiii i iii11 I I I OBE I I (REMOVED I I CHIMNEY I I I I A to Cn I I I �,ii�,ii AND I 1 �- --I I ( I I (/ //, / / / / / i / i /�, / I I FILLED-IN I I I r/,//, // /� I'/ / / / i � � �/, i/ I I II I I ff ;n rT`� U-) L—— — — 1 L�!1 U _ /1 L/1 L L!1�/1 u L_— ——J LJ L—— _1 I HI■.� EXISTING GIRDER SYSTEM — __ __ _ _ _ _ ___ __ ______ ------ -� i I r PROVIDE OPENING r PROVIDE OPENING PROVIDE NEW CONC. I I I I BETWEEN EXISTING I I NEW CRAWL SPACE WALL AND DAMP PROOFIING I I CRAWL SPACE AND ( I AND ON EXTERIOR SIDE OF WALL I NEW CRAWL SPACE EXISTING BASEMENT (BREAK UP SLAB AT BASE 1 Id I I TO ALLOW FOR DRAINAGE) I I I I I I I I x I I EXISTING FLOOR JOISTS i I 4 I I c>' I 1 I EXISTING i I I I I BASEMENT o I I I I I I m m o 1 1 I EXISTING 1 1 I I , _ I I CRAWL SPACE 1 Z EXISTING GIRDER SYSTEM Z EXISTING GIRDER SYSTEM ( 7 - - - - - r - - - - --- L - - -- -- - - -, I I I I 0 0 1 N =.: a •-=T rl 1 1 I I PROVIDE NEW OPENING IN = I r NEW I WALL AND PROVIDE NEW m I I I I I I I CONC. WALLS AS PER I I BILCO BILCO MANUFACTORIES I "C" DOOR I 1 v I I EXISTING FLOOR JOISTS I I SPECS. x I "I L - - - -- - -I I - COO I I I I ^1 I I I I ® PROVIDE NEW t - i i BILCO "C" I r I I I I STRINGER W/ I I Q E I I I I 40 2x10 TREADS I I ;�°, W °^ a IL — —— — — — —— —— — — — -J L- ———— —— —— — — — ——— — — I E" U L- ---- -- -- -------- --------- --------- -- ------ -- ---- ------------ -� m8L o0 PRaE.cT No: 871-2005 DRAWN BY: BDK CHECKED LTV: SCAM_ 1/4"= 1'-0" DATE 06-21-05 REV: 12'-2j" ! 34'-q" 07-24-05 6.-34r SHEET TITLE: FOUNDATION FOUNDATION © COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC. PLAN EXISTING FOUNDATION ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED T7� UNDER FEDERAL COPYRIGHT LAW. FOUNDA71ON TO BE REMOVED PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. SHM NO: ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF NEW FODUNDATION WALLS EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. g O F 12 Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. ENMEER'S . ku V 20' 12'-7j" 1 » 13'-8" —10" 10'-5" 2'-9" 3'-4 T-11 -104" •_9jr 000 OD � r = A •—s" I — A o S' ;' NEW KITCHEN I W Wo p � W jNEW ,- " I I = v1 H-� p 1 BATH j l NEW EXISTING Z x _3 3•_1�» i I WOODEN DECK ;,, BEDROOM 11 o Ii A o O II II II I I 11 2' 1 I 0 11 I = JL---- El 'r- ui EXISTING 14'-7j" I N = DINING i' ROOM EXISTING: _ BATH I N ROOM M 1 O EXISTING EXISTING BEDROOM GREAT ROOM VERIFY GAS DIRECT 11•_11» VENT FIREPLACE DIMENSIONS PRIOR TO FRAMING GAS DIRECT �I VENT FIREPLACE TO BE I I EXISTING INSTALLED AS PER MANF. N N 7'— " SPECS. AND AS PER R C POWDER ' NYS. CODE. N NEW - ROOM I = N CL. NEW N BILCO EXISTING ' NEW EXISTING C DOOR A s- 'co co, ar•_3j"� DEN N CL. BEDROOM A = r ^ _ , w FOYER I • w o N 01 N ' I 2 i� PROJECT NO: 871-2005 EXISTING = oRnwN ev: FRONT BDK STEPS CHEC KM er: � SOME 1/4"= 1'-0" DATE: ALL FIRST FLOOR WINDOWS 06-21-05 TO BE SET ® 6'-6" AFF. UNLESS OTHERWISE NOTED. ' (MATCH EXISTING) 07-24-05 1 _10� 0 9i NOTE: ALL HEADER ARE TO BE NOTE: ALL HEADER TO BE 1 '-9" '0'-3j" + °'-5�" r MIN. OF (1) 3N-AV2" POWERLAM 6'-3 " MIN. OF (1) T xE SE NOTED HDR. UNLESS OTHERWISE NOTED. HDR. UNLESS OTHERWISE NOTED. SHEE7 TitLE: FIRST FLOOR PLAN WITH LOCATION OF FIRST WALLS BEING REMOVED FLOOR NEW ADDITION 478 SO/FT LIVING AREA © COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC. DEMOLITION NEW 174 S���COVERED PORCH174 SQ��COVERED PORCH ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED PLAN UNDER FEDERAL COPYRIGHT LAW. EXISTING WALLS PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. SHEET No: ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF NEW WALLS EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE r---------� PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. L g OF 12 ————————� WALLS TO BE REMOVED Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. ENGMIEER'S SEAL cA� LU 2' 20' 12'-7j" 13'-8" —10. 10 —5 2 —9 3 —4�— -7'-11� —10� —gin ,qQF O� PROVIDE 1¢" CDX ON BOTH SIDES OF PENINSULA KNEE WALL NEW NEW ANDERSEN = ANDERSEN 3032 7V 3052 oae r,. EoO ( w (1I N to M Z Z0M I w Z uj A Z o N _ol" " 1-6}" N g A Q °1 N W NEW b " _ = to N 54 ►� KITCHEN o° 6 ►� Z a I W EX. ' '-11p ANDERSEN ►�i L--+ Z Z N 12'-71" Z J:!� O >., En C-4 W 00 3068 T.O. Z ►� [� Z NEW (0 Uj (n N Q BATH N = 44 o Z = E—{ w Zoa I Qtno NEW '� EXISTING x Z �_3 �3'-104. �}- - o o co WOODEN DECK r Z BEDROOM Z O � 0 WZ XU) X�� N o O Z ,3068 T.O. Z Uj w Z� A = w Q Q in wN in w In 31 1(0 Z OD RE ICATFD 0 0 oc COUNG JOISTS ° ANDERSEN ANDERSEN EX.DERS _j 74. " 20310 20310 AN UNIT EN Z _ 3 11''X 11W Ott GIRDER cn(0 Z o M EXISTING ® 14'-7i" I Z - DINING N 00 Ni ROOM o EXISTII�st� W N BATH 25 w 2x8-16" oc CEILING JOISTS i*4 ROOM 0 Zo� I 1 ►� Q o " EXISTING Z ® BEDROOM W W Z " V-10" EXISTING ?D GREAT ROOM 11'-114" NEW DIRECT ® ,, ' cn VENT GAS =•a• � I — _� FIREPLACE N N ►� Uj N EXISTING 7,_ " DIMENSIONS SIONS loss W w x POWDER = WITH MANF. U 10-3- ROOM tO N NEW Z — O CIO Cr CL. ® NEW _ Q N " Z pm BILCO I z rm, I w NEW Q .,C.. DOOR E EXISTING _ I EXISTING N N CL. a= .°m3 Q me o Z � DEN ® � 1106 BEDROOM = A it �0 N to _ CAUTION IS TO BE USED WHEN I " • Z w o °I' 0 O WORKING IN THIS AREA DUE TO to C14 ° Z SERVICE AND HOUSE WIRES ARE °i o r z �m LOCATED IN THIS AREA FOYER o N b12 a w:�o M EX. EX. EX. t�MECr NO: ANDERSEN ANDERSEN __ ANDERSEN 871-2005 = 24310 24310 EXISTING UNIT DPAW 9Y: } EXISTING EX. FRONT BDK ELECTRIC ANDERSEN STEPS CHECKM 6Y: METER UNIT SCALE: 1/4"= 1'-0" DATE ALL FIRST FLOOR WINDOWS 06-21-05 TO BE SET ® 6'-6" AFF. UNLESS OTHERWISE NOTED. REV: (MATCH EXISTING) 07-24-05 NOTE: ALL HEADER ARE TO BE 1 "- --4'-9" 10'-3�" °'-5j" 11'-10�" v'-91" NOTE: ALL HEADER ARE TO BE MIN. OF (1) Vj*x9X" POWERLAM 6•-3j" MIN. OF (1) 2t"x9h" POWERLAM HDR. UNLESS OTHERWISE NOTED. HDR. UNLESS OTHERWISE NOTED. SHEEP UTLE: NEW FIRST FLOOR FIRST NEW ADDITION 478 SO/FT LIVING AREA NEW ADDITION 174 SO/FT COVERED PORCH FLOOR © COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC. PLAN EXISTING WALLS — � ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. NEW WALLS PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. SHM W. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. O 0� ^ 1 Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. ENGINEER'S SEAL: i . �w yo c�a QF S� PROVIDE Xz" CDX ON BOTH SIDES OF PENINSULA KNEE WALL `° `° o I Ld Ld N N t0 x N a0 I I A A (1)314"x1136" LVL FLUSH BM. I I o o A A ID to II N N 2 = f!a N J II " CEILING JOISTS I I RAFTERS ARE TO BE PLACED RAFTERS ARE TO IBE PLACED ' 2xa-1s' oc CEILING ON EITHER SIDE OF 11%" ON EITHER SIDE OF 11%" SET AT 9- �e FLUSH BEAM AND THRU FLUSH BEAM AND THRU `� -1 x x BOLTED WITH (1) X- BOLT BOLTED WITH (1)i 12" BOLT _I W C3 u 2x6 2x6-16" oc CEILNG JOISTS 0 x x 1s oc 7.-81" A A C7 O (1)314"x1136" LVL FLUSH BM. A `� w V1 A N RIDGE W POST _ o _ � A Q 2x8-16" oc CEILING JOISTS 2x6 16" oc RAFTERS 2x6 16 oc RAFTERS 0 0 1-4 NEW EXISTING N OZ E-+ WOODEN DECK BEDROOM 00 A kn In r 2x8-16" oc CEILING JOISTS \ _ 311t,"L 1136" LVL GIRDER _ \ _ \ 2x6-16" oc RAFTERS 2x6-16" oc RAFTERS EXISTING \\�+ DINING ROOM EXISTING \ BATH 2x8-16" oc CEILING JOISTS ROOM EXISTING \\ BEDROOM \ EXISTING \ GREAT ROOM \ \ U - -- � U o EXISTING O POWDER - ROOM NEW _ z BILCO t7 EXISTING "C" DOOR ~ E W Ua N U EXISTING BEDROOM - A do o ixe 7a DEN • z .LD; CAUTION IS TO BE USED WHEN W m Z a ( ~0?3 U WORKING IN THIS AREA DUE TO SERVICE AND HOUSE WIRES ARE FOYER �' 6 c LOCATED IN THIS AREA W o`4-'o c ann aw PROJECT N0: 871-2005 EXISTING � BDK . EXISTING CHEF BY- ELECTRIC STEPS METER SCAM. 1/4"= 1'-0" DATE: 06-21-05 REV- 07-24-05 CEILING FRAMING PLAN ROOF PLAN PERGOLA SHEET TITLE: CEILING FRAMING PLAN © COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC. AND ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED ROOF PLAN UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. S"� NO' ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. 11 OF 1 L^ Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. ENGINEER'S SEAL• 0. 072 '94F ,�51 r i i CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT 2x8 RIDGE 2x8 RIDGE 2x6 COLLAR TIE T 2x6 COLLAR TIE w R-49 INSULATION R-49 INSULATION U 2x6-16 oc RAFTERS 12 2x6-16 oc RAFTERS 12 " CDX ROOF SHEATHING 61 15# FELT fill W 15# FELT CDX ROOF SHEATHING 2x6/2x4-32" oc 25 YR. ARCHITECTURAL ROOF SHINGLE 25 YR. ARCHITECTURAL ROOF SHINGLE SRTONGBACK L4 0 HIP END TIES Iiiy 2x8-16" oc ►•' 0 2x8-16" oc (1)-%'x113V LVL FLUSH BM. — 0 1 x6 FASCIA (MATCH EXISTING) w 24" VINYL VENTED SOFFIT DBL 2x6 PLATE DBL 2x6 PLATE R-19 INSULATION R-19 INSULATION 2x6-16" oc WALL STUDS NEW 2x6-16" oc WALL STUDS x II . CDX WALL SHEATHING BATH HALL HALL " CDX WALL� SHEATHING I Z TYVEK HOUSEWRAP TYVEK HOUSEWRAP 0 H CEDAR BEVEL SIDING (6" EXPOSURE I I CEDAR BEVEL SIDING )) H O O 2x6 SHOE R-26 INSULATION FLASHING (6" EXPOSURE) SHOE ~ 2x8 BOX BEAM �; cox SUBFLOOR - GLUED & NAILED I 1 V4" DECKING 2x8 BOX BEAM R-26 INSULATION Q 2x6 CCA SILL PLATE w/ 2x6 CCA SILL PLATE w/ �: cox suBFl - GLUED e� MAILED * 2x6 ACQ-16" oc FLOOR JOISTS TERMITE SHIELD & SILL SEAL 2x8-16" oc FLOOR JOISTS (MATCH EXISTING) TERMITE SHIELD & SILL SEAL 2x8-16' oc FLOOR JOISTS (MATCH EXISTING) " x 12" ANCHOR BOLTS MAX. DIFFERENCE IN (2)134"X 911" LVL GIRDER " x 12" ANCHOR BOLTS 2 1 FLOOD VENT ELEVATION BETWEEN NEW __ (2)2x8 ACQ GIRDER MAX. DIFFERENCE IN O 34'x INK" LVL GIRDER GRADE GRADE AND CRAWL SxBxl6" CONC. PIER FLOOD VENT ELEVATION BETWEEN &806"NEW PIER DAMP PROOFING *- SPACE FLOOR ON 2'-O"xr-O" 12' DIA CONC. FILLED SOMA TUBE PIERS GRADE -� GRADE AND CRAWL ON 2'-O'x2'-o' CONC. FTG. (MIN. 3-0• BELOW FINAL GRADE) DAMP PROOFING SPACE (FLOOR CONC. FTG. 8" PC FOUNDATION WALL TO BEAR ON UNDISTURBED SOIL 8" PC FOUNDATION WALL " 2x4 KEYWAY 2" PC. SLAB (INSURE SOIL BEARING CAPACITY) 2x4 KEYWAY 2 PC. SLAB EACH COLUMN TO 16" x 8" PC FOOTING REBAR LOOPED AT AVE F PIER VERTICAL 16* x 9' PC FOOTING ELq MINIMUM OF 36" BELOW FINAL GRADE 1/2" ANCHOR BOLT HOOKED IN MINIMUM OF 36" BELOW FINAL GRADE BEAR ON UNDISTURBED SOIL LOOP IN CONCRETE PIER AND ATTACHED BEAR ON UNDISTURBED SOIL TO GIRDER FOR CONTINUOUS TIE DOWN INSURE SOIL BEARING CAPACITY (USE APPROVED SIMPSON HANGERS INSURE SOIL BEARING CAPACITY SEE DETAIL) d INSURE ALL PLUMBING INENTS ARE O ON THE BACK OF HOUSE - z 0 ~ E INSURE ALL PLUUMBING MEETS OR EXCEEDS _^ U NYS AND SCDOHS CODES AND REGULATIONS. 0 O BS�E I I B I I INSURE ALL PLLUMBING VENTS ARE q r 7 r ON THE BACK OF HOUSE 3 • m 00 z � 17� ^ 0 K Q o 0 og i w ah� nw f\ PROJECT NO: 871-2005 DRAWN BY: BDK 2 r r r CHECKED BY: • Fl °" WINDOW AND DOOR. SCHEDULE SN�, ,,r r "_ ,_ „�- 1/4 1 0 i i - r WINDOW UNIT CLEAR OPG. CLEAR OPENING IN CRACK OPENING VENT BB5Lf1Q!>8 WINDOW MEET'S OR WINDOW OR FULL OPEN POSITION TO OF SUBFLOOR la�►TE: r EXCEEDS NYS CODE DOOR / / TO SILL F INSIDE OVERALL UNIT 06-21-05 »L• NUMBER NO. SQ FT. WIDTH HEIGHT GLASS VENT SASH SQ FT. aK► co MO. r C.O. r FOR EGRESS MANUFACTURE INCHES INCHES SQ/FT. INCHES SO/FT. 07-24-05 REIN. ca FAV. NO 1 ANDERSEN 25,E 1 4 13'-1 4 '- G0 '• 4•a YES 2 ANDERSEN 18'-1" 2 � M� erne NO 3 ANDERSEN 33%' 164 15_1" 4 ,� YES 4 ANDERSEN 33rg 244 1T_9" 2 YES 5 ANDERSEN 33/8 2 4 19'-1" 2 PLUMBING RISER DIAGRAM NO 6 ANDERSEN 19 5 e s'_4" 0.8 67346 NT NOTE: THE PROVISIONS OF CHAPTERS 30, 31 AND 32 OF THE YES 7A ANDERSEN 28A7 91 Ir 29.80 NA NA S"ET 'n'E' CROSS RESIDENTIAL CODE OF THE STATE OF NEW YORK ALONE SECTIONS/ WITH THE PLUMBING CODE OF NEW YORK STATE AND THE PLUMBING SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES \HILL SCHEMATIC/ GOVERN THE MATERIALS, DESIGN, CONSTRUCTION AND © COPYRIGHT 2005 EAST END DESIGN ASSOCIATES, LLC. WINDOW AND INSTALLATION OF SANITARY DRAINAGE SYSTEMS. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED DOOR UNDER FEDERAL COPYRIGHT LAW. SCHEDULE PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. SIIm W. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF EAST END DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. 12 OF 12 Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction.