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HomeMy WebLinkAbout38618-Z Town of Southold Annex t +y�FF04 =��t 11/5/2014 e1 P.O.Box 1179 54375 Main Road X. + W.t Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37205 Date: 11/5/2014 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 3645 Mill Rd, Peconic, SCTM#: 473889 Sec/Block/Lot: 67.-2-11 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 1/9/2014 pursuant to which Building Permit No. 38618 dated 1/9/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS, INCLUDING COVERED PATIO TO A SINGLE FAMILY DWELLING AS APPLIED FOR *Correction made on 11/05/2014 to change application date from 1/1/1900 to 01/09/2014 The certificate is issued to Dunn,Robert&Dunn, Irene (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38618 06-16-2014 PLUMBERS CERTIFICATION DATED 06-24-2014 Brian' Plumbing& Heating Auth d Signature TOWN OF SOUTHOLD 4,��guFFOt,� ,� AoV' BUILDING DEPARTMENT t ' TOWN CLERK'S OFFICE '� • {!' SOUTHOLD, NY 4#p11f 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#: 38618 Date: 1/9/2014 Permission is hereby granted to: Dunn, Robert & Dunn, Irene PO BOX 185 Peconic, NY 11958 To: Addition & Alterations to a Single Family Dwelling: (replaces BP 37447) Kitchen, Bedrooms, 2 Baths, Sitting Area, Mudroom, Staircase, Walk-in Closet, Covered patio as applied for. At premises located at: 3645 Mill Rd, Peconic SCTM # 473889 Sec/Block/Lot# 67.-2-11 Pursuant to application dated 1/9/2014 and approved by the Building Inspector. To expire on 7/11/2015. Fees: PERMIT RENEWAL $641.20 CO -ADDITION TO DWELLING $50.00 ELECTRIC $150.00 ZInspector $841.20 QBui �yijFfO( Town of Southold Annex -.� 10/10/2014 w P.O.Box 1179 54375 Main Road W) Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37205 Date: 10/10/2014 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 3645 Mill Rd, Peconic, SCTM#: 473889 Sec/Block/Lot: 67.-2-11 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this otficed dated 1/1/1900 pursuant to which Building Permit No. 38618 dated 1/9/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS INCLUDING COVERED PATIO TO A SINGLE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Dunn,Robert&Dunn, Irene (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38618 06-16-2014 PLUMBERS CERTIFICATION DATED 06-24-2014 rian's Plumbing&Heating A h ign ture TOWN OF SOUTHOLD BUILDING DEPARTMENT x. ' 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#: 38618 Date: 1/9/2014 Permission is hereby granted to: Dunn, Robert & Dunn, Irene PO BOX 185 Peconic, NY 11958 To: Addition & Alterations to a Single Family Dwelling: (replaces BP 37447) Kitchen, Bedrooms, 2 Baths, Sitting Area, Mudroom, Staircase, Walk-in Closet, Covered patio as applied for. At premises located at: 3645 Mill Rd, Peconic SCTM # 473889 Sec/Block/Lot# 67.-2-11 Pursuant to application dated 1/1/1900 and approved by the Building Inspector. To expire on 7/11/2015. Fees: PERMIT RENEWAL $641.20 CO -ADDITION TO DWELLING $50.00 a : $691.20 , uilding Ins TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE '� • '�i' SOUTHOLD, NY r< 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 #: 37447 Date: 8/16/2012 Permission is hereby granted to: Dunn, Robert & Dunn, Irene 38-09 211 th St Bayside, NY 11361 To: Addition &Alterations to a Single Family Dwelling; Kitchen, Bedrooms, 2 Baths, Sitting Area, Mudroom, Staircase, Walk-in Closet, Covered Patio, as applied for. At premises located at: 3645 Mill Rd, Peconic SCTM #473889 Sec/Block/Lot# 67.-2-11 Pursuant to application dated 8/3/2012 and approved by the Building Inspector. To expire on 2/15/2014. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $641.20 CO -ADDITION TO DWELLING $50.00 Total: $691.20 Building Inspector Form No.6 ED TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL UN 2 4 2014 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANBLDG. DEPT. V1P1 OF SOUTHOLD 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: I. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buitdlugs(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. if a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 .3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: �j Y �y ct-vu C_ HouseNo. Street Hamlet Owner or Owners of Property: —X°'�� ba�n Suffolk County Tax Map No 1000,Section Block Lot. Subdivision Fired Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: y (check one) Fee Submitted:$ �() Applicant Signature o��OF SO(/lyQl � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roger.riche rt(_)town.southoId.ny.us Southold,NY 11971-0959 Q �yC4UN11,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Dunn Address: 3645 Mill Rd City: Peconic St: NY Zip: 11958 Building Permit#: 38618 Section: 67 Block: 2 Lot: 11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Jim Shaw Electric License No: 33381-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200a Heat Duplec Recpt 46 Ceiling Fixtures 6 HID Fixtures Service 3 ph Hot Water GFCI Recpt 10 Wall Fixtures 4 Smoke Detectors 3 Main Panel 200a A/C Condenser 2 Single Recpt Recessed Fixtures 9 CO Detectors Sub Panel A/C Blower 5 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 200a Switches R29 Twist Lock Exit Fixtures 11 TVSS Other Equipment: 200a overhead service, 4-paddle fans, 1-well pump, 12 electric basebord heaters, 5-ARC fault circuit breakers,2-combination smoke/co detectors Notes: Inspector Signature: Date: June 16 2014 81-Cert Electrical Compliance Form.xls i l q JUN 24 2014 i, J - ------- CERTIFICATION ..__-CERTIFICATION Date: Building Permit No. a �O!r Owner: 156� ete-.*Vlov (Please print) Plumber: (P ease print) I certify that the solder used in the water supply system contains less than 2/10_ of 1% lead. tubers Sre) Sworn to before me this z.y day of ��� 20 DENISE A. NAVARRA NOTARY PUBLIC-STATE OF NEW YORK A No. O1 NA6191295 Qualified in Suffolk County My Commission Expires Notary Public, � `��'� County S,OtR �� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [4-<OUNDATION 2ND [ ] INSULATION [ J FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ j FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 4KOff. DATE INSPECTOR R SO(/1�06 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ROUGH PLUMBING [ ] F NDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ) FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATI",, [ ) CAU KING REMARKS: _ e • r.I� re DATE 03 �Z INSPECTOR 9 pf SOUIy� !�'CpuKry't� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ) FOUNDATION 1 ST [ ) ROUG MBING [ ] FOUNDATION 2ND [ SULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR i oF soulyo� H • Q cb TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION ( ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: l44x-- ems- ` o DATE f j INSPECTOR OF SOUly� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] SOLATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR ENER� aS- E' ( � SHERMAN ENGINEERING &CONSULTING, P.C.� *z 50 1 5 COTTON VALLEY CHRISTIANSTED VI 00820 631.831-3872 s!! eJ MATT@SHERMANEC.COM May 15, 2014 Michael Verity U MAY �n]q Chief Building Inspector `J Town of Southold Bi.D�. Dt_PT. Town Hall Annex Building MAIP or suUTRo�p 54375 Route 25 P.O. Box 1179 Southold,NY 11971 Re: Dunn Property; 3645 Mill Lane Peconic Permit No. 38618 Mr. Verity, I have been asked by the contractor to confirm the revised footing design for the above referenced permit plans. The approved plans call for the installation of six(6)new footings to be constructed of 10"sonotubes on 24" diameter big foot footings. Due to the confined space of the construction area, the contractor replaced the big foot footings with 24"x24"x24" footings. The attached drawing depicts the footings that were installed. The footings exceed the minimum required for the building in accordance with Section R403.1 of the Residential Code of New York State. Please feel free to contact me if you have any questions or require additional information. Very trul ur p'F NE4yY �ENJAMjN 0 Matt w Sherman, P.E. tq �yi 0 � Sherman Engineering&Consulting, P.C. * �p r K cc 083584 <v�a ARF: S10N�� �NER� ® ({/ ® SHERMAN ENGINEERING&CONSULTING, P.C. O z 5015 COTTON VALLEY CHRISTIANSTED VI 00820 S E V '' 631-831-3872 At►! r0 MATT@SHERMANEC.COM iNc « p0 June 2, 2014 Michael Verity Chief Building Inspector Town of Southold Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold,NY 11971 Re: Dunn Property; 3645 Mill Lane Peconic Permit No. 38618 Mr. Verity, I have been asked by the contractor to confirm the revised footing design for the above referenced permit plans. The approved plans call for the installation of six(6)new footings to be constructed of 10"sonotubes on 24"diameter big foot footings. Due to the confined space of the construction area, the contractor replaced the big foot footings with 24"x24"x24" footings. The attached drawing depicts the footings that were installed. The footings exceed the minimum required for the building in accordance with Section R403.1 of the Residential Code of New York State. The existing first floor framing as described by the contractor consists of 2x6 Douglas Fir spaced as 24" on center. The maximum span is 6'-2". Table R502.3.1(2) of the Residential Code of New York State allows this span for all grades of Douglas Fir being used with 40psf live load associated with non-sleeping rooms and stairs. Therefore, the existing construction as described meets the minimum standards. Please feel free to contact me if you have any questions or require additional information. Very tWEnggineer�ingi OF NEW �Q' $EN�AMiN 0 Ma g She Consulting, P.C. zi r- U n W w N�oA 083584 ��C? v 9�FESS%O I' ! 1 0 • � • 1 1' � s �i`1 1 • 1 poor MMA,OMMUM. M- PLiMMING STATE ENERGY CODE ---- r mWr Ate, � � ■�/ /ice" � ■ 1 • � ADDITIONAL C• FWF •1 ► .• AT • .. r _rte - TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 �? Survey SoutholdTown.NorthForLnet PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees r� Flood Permit WE Examined ,20 ' Storm-Water Assessment Form / Contact: Approved ( ,20 AUG - 3 2012 Mail to: �t►ryj Disappreved-ac 7 BLDG.DEPT. �1 _ TOWN OF SOUTHOLD Phone: Expiration 20_�t Building Inspector APPLICATION FOR BUILDING PERMIT Date A L&li INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee,agent, architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises 0 L)rA V1 (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: AA (< f c House Number Street -� let �- County Tax Map No. 1000 Section Block 4Lot _0_-' Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intende use and occupancy of proposed construction: a. Existing use and occupancy (C l YC'�­r ole� b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost '>"-0 Fee (Description) (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front o `- t Rear a?o `� Depth 50 3 Height ao1 '-- 1 " }/— Number of Stories - Dimensions of same structure with alterations or additions: Front o?C) 'f y Rear a o Depth ���s �— 1 Z `' Height as '— I 41Number of Stories_ c>? 8. Dimensions of entire new construction: Front Rear ti Depth Height_ 1 / '` �/— Number of Stories 9. Size of lot: Front 50 `— / � Rear 50 �-O Depth o� 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises?YES NO__,k 14.Names of Owner of premises DO A Vl Address loa-e--o VL(C" Phone No. Name of Architect k Y` Address <S In A (car l 6_ Phone No Name of Contractor w&" Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES N� * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE;REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO� * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) a being duly sworn,deposes and says that(s)he is the applicant (Name of individu 1 signing con act)above named, (S)He is the 1DZ S 1 OAU—CN- (Contractor,Agent,torporate 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 t before me this day of 0 cf� OITTE-D. BUNCH Notary public,State of New York No nI 1a185050 Notary Public Qualified in Suffolk County Si a o Applic t Commission Expires April 14,2d_._VO APPLICATION & PACE I ,t 4 TOWN OF SOUTHOLD ILOODPLAIN DEVELOPMENT PERMIT APPLICATION I This form is to be filled out in duplicate. ES CTION 1• GENERAL PROVISIONS (APPLICANT to read and sign): f 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. ! S. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO THIS APPLICATION ARE,TO TH ES OF MY OIVLEDGE,TRUE AND ACCURATE. (APPLICANTS Sff,*ATURE) DATE SECTION 2• PROPOSED D LOPMENT(To be completed by APPLICA M NAME ADDRESS TELEPHONE APPLICANT T-V I) BUILDER ENGINEER /� n , �•�7 `�1 Cy�N�t l �( .lyl • i PROJECT LOCATION: To avoid delay in processing the application, please provide enough information to easily identify the project location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or Weil-known landmark. A sketch attached to this application showing the project location would be helpful. (� &A IIol-H u y�?T Ave;, PSE OF FDP(43) 3i ¢ I- f 1 038221 APPLIC41'101" PAGE 2 OF 4 --- DESCRIPTION OF WORK (Check all app6cablc boxes): A. STRUCTURAL DEVELOPMENT ACTIV'1Tl'_ STRUCTURE-, TYPE O New Structurc esiden6al (1-4 Family) 1151addiuon O Residential (More than 4 Family) J.Altcratioo ❑ Non-residential (Floodproofing? O Yes) ❑ Relocation O Combined Use (Residential & Commercial) O Demolition O Manufactured (Mobile) Home (In Manu- 0 Replacement factured Home Park? O Yes) ESTIMATED COST OF PROJECT S i B. OTHER DEVELOPMENT ACTIVITIES: Cl Fill O Mining O Drilling O Grading ` O Excavation (Except for Structural Development Checked Above) O Watercourse Alteration (Including Dredging and Channel Modifications) O Drainage Improvements.(Including Culvert Work) O Road, Street or$r1,`dge Construction O Subdivision (New or Expansion) O Individual Water or Ser System O Other (Please Specify) After completing SECTION 2, APPLICA.141 should submit form to Local Administrator for review. SECTION 3: FLOODPLAIN DETERMINATION fTo be cornvlctcd by LOCAL ADMIMSTORI RAT The proposed development is located on FIRM Panel No. Dated i The Proposed Development: O Is�1Q'�located in a Special Flood Hazard Arca (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). O Is located in a Special Flood Hazard Area. j FIRM zone designation is 100-Year flood elevation at the site is: Ft. NGVD (MSL) Cl Unavailable Cl The proposed development is located in a floodway. FBFM Panel No. Dated i O Scc Scction 4 for additional iastructious. I' DATE SIGNED _ O APPLICATION a, PAGE 3 OF a SECTION 4 ADDITIONAL INFORMATION R-EQUIRED (To he completed by LOCAL ADMINISTRATOR) The applicant must submit the documents checked below before the application can be processed: A site plan shoeing the location of all existing structures, water bodies, adjacent roads, lot dimensions and proposed dcvclopmcnt. O Development plans,drawn to scale, and speeifiwtiom,including wbere applicable:details for anchoring structures,proposed elevation of lowest floor(including basement),types of water resistant materials used below the first floor,details of floodproofing of utilities located below the fust 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 (bey are not otherwise available). O Plans showing the extent of watercourse relocation and/or landform alterations. i ❑Top of now fill elevation Ft. NGVD (MSL). O Flood roofing protection level (non-residential only) Ft:NGVD (MSL). For floodpiroofed structures, applicant must attach certification from registered engineer or architect. ❑Certification from a registered engineer that the proposed activity in a regulatory floodway Will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting?.his finding must also be submitted. ❑ Other: SECTION 5 PERMIT DETERMINATION (To be completed by LQQAL ADMINIbTRATORI I i I have determined that the proposed activity. A.O Is B.O Is not in conformance with provisions of Local Law 4 . 19 The permit is issued subject to thr conditions attached to and made part of this permit. I` SIGNED DATE i If BOX A is checked, the Local Administrator may issue a Development Permit upon payment of designated fee. If BOX B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from (be Board of Appeals. r i APPLICATION a PAGE 4 OF 4 APPEALS Appealed to Board of Appcals? O Ycs O No Hearing date: Appeals Board Decision --- Approved? O Yes O No Cooditions SECTION G AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Ccrti.F- (c of Comnliancc is issued) The following information must be provided for project structures. This section must be completed by a registered professional engineer or a Licensed land surveyor (or attach a certification to this application). Complete I or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor,including basement{in oas(al High Herd Areas,bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). 2. Actual (As-Built) Elevation of floodproofing protection is FT. NGVD (MSL). NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. SECTION 7• COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPP-CTIONS: DATE BY DEFICIENCIES? O YES O NO BATE BY DEFICIENCIES? O YES O NO DATE BY DEFICIENCIES? O YES O NO SECTION $ CER'ITFICATE OF COMPLIANCE(jo be comolctcd by LOCAL ADMINISTRATOR) Certificate of Compliance issued: DATE: BY: i I i i i I i f• t f - f I Attachment B SAMPLE CERTIFICATE OF COMPLIANCE t�_ for Development in a Special Flood Hazard Area i TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) � I PREMISES LOCATED AT: PERMIT NO. PERMIT DATE A OWNERS NAME AND ADDRESS: CHECK ONE: 0 NEW BUILDING O EXISTING BUILDING O VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # IL , 19_, AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: i I f i t i i I f. I i C/C(93) U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 FEDERAL EMERGENCY MANAGEMENT AGENCY Expiration Date:July 31,2015 Natloml Flood IawMnoo Progmm IMPORTANT:Follow the Instructions on pages 1-9. SECTION A-PROPERTY INFORMATION FOR INSURANCE COMPANY USE A1. Building Owner's Name vbe,->' 1iJAf PoftNumber: A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIC Number: C a city PP.G© 'Wty State ,Je l L/u,-t ZIP Code A3. Property Description,(Lot and Bloc Numbers,Tax Parcell Number,Lega�ll,DDyea�scri�p`tion,etc.) e� J� A4. Building Use(e.g.,Residential,No idgtiWL Addition,Accessory,etc.) �4 A5. Latitude/Longitude: Long. 7 Z' 20 24.6 i~J 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: )j4 a) Square footage of crawlspace or enclosure(s) Uu sq ft a) Square footage of attached garage N`T sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the-garage or enclosure(s)within 1.0 foot above adjacent grade within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b sq in c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? 0 Yes Oft d) Engineered flood openings? ❑Yes XNo SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION 61. NFl 9ommunity Name&Comtjt ity Number B2.County 63.State B4. Map/Panel Number 85.Suffix 86.FIRM Index Date BT.FIRM Panel Effective/ B8.Rood Zone(s) B9.Base Flood Elevations)(Zone Revised Date AO,use base flood depth) 3G163c o 16 - se �. zs zoo B10.Indicate the source of the Base Flood Elevation(BFE)data or base Rood depth entered in Item 89: 0 FIS Profile (FIRM 0 Community Determined 0 Other/Source: B11.Indicate elevation datum used for BFE in Item 89: 0 NGVD 1929 N NAVD 1988 0 Other/Source: B12.Is the building located in a Coastal Baffler Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes R�No Designation Date: / / ❑CBRS ❑OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED). C1. Building elevations are based on: 0 Construction Drawings* ❑Building Under Construction* VFinished 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/A0.Complete Items C2.a-h below according to the building diagram specified in Item A7.In Puerto Rico only,enter Vertical Datum: Mob 0" Benchmark Utilized: C2 5 " b �Y� � Indicate elevation datum used for the elevations in items a)through h)below. ❑NGVD 1929 (;NAVD 1988 ❑Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement u a) Top of bottom floor(including basement,crawlspace,or enclosure floor) a (Meet ❑meters 0 b) Top of the next higher floor ! . 0_ [V feet ❑meters c) Bottom of the lowest horizontal structural member(V Zones only) _pL. 0 feet El meters d- d) Attached garage(top of slab) d- p feet ❑meters o 0 e) Lowest elevation of machinery or equipment servicing the building . 3 ®feet ❑meters (Describe type of equipment and location in Comments) rn Ol f) Lowest adjacent(finished)grade next to building(LAG) P feet ❑meters g) Highest adjacent(finished)grade next to building(HAG) O ER feet ❑meters C� ~ v h) Lowest adjacent grade at lowest elevation of deck or stairs,including "T S ®feet 0 meters structural support SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION y, This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information.1 certify that the information on this Certificate represents my gest efforts to interpret the data available. I 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 Check here if attachments. licensed land surveyor? (Yes ❑No Certifie NamePLACE T �r,,,frn License Number SEAL TitleC r Name n / o l" Cor it,% Z L:..d Sri or HERE Address City State ZIP Code �.0- 30 q„r 14 Signature // Date Telephone ' 1 20 FEMA Form 086033(Revised 7/12) See reverse side for continuation. Replaces all previous editions. a e , ELEVATION CERTIFICATE,page 2 IMPORTANT:M these spaces,CM the corrospondhit;111110nn8tfon from Section A. FOR INSURANCE COMPANY USE Building Street Ad ess(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: Arb4 t ! Cay State ZIP Code y Company NAIC Number: C.�A)c. A-'W (ms-"k 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 / L 1 i's C4^5f:ae'T� cpyf." G 1.�'Cot' C .9.3•.t�u 11a� 0 41 ct Crcc a .I "A CrAC 44J �S--AJ kl-W r A e/'C �,r� ,no P�/r m�i p e t 1!' /&J f /P^fS ii'I,yL � �.t(u� +� C► ,Cs ,`� i�t�?�.to / v✓1 1. E����� <. � f Aiq- ���" ��.��i keOel s Signature fG� Date 10/7,L-1 Lu% c o.��i�- � v SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BOE) 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 br owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community4ssued BFE)or Zone AO must sign here.The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name 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 lana or ordinance to administer the community's floodplain management ordinance can complete§eotions 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-G10.In Puer(b Rico only,enter meters. 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 FEMAdssued or community-issued BFE)or Zone AO. G3. ❑ The following information(Items G4-G10)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•buift lowest floor(including basement)of the building: ❑feet ❑meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters Datum G10.Community's design flood elevation: Meet ❑meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑Check here if attachments. FEMA Form 0860.33(Revised 7/12) _ ELEVATION CERTIFICATE,page 3 BUILDING PHOTOGRAPHS See Instructions for Item A6. IMPORTANT;In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Addr�es jincluding Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No, Policy Number: city State ZIP Code T� d r .ry Company NAIC Number. L If using the Elevation Certificate to obtain NFIP flood insurance,affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View and if required,uired q , "Ri ht Side View" Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or and as indicated in Section A8. If submitting more photographs than will fit on this page,use the Continuation Page. `w. Uj1C L11 b " .c�jw ' S S � FEMA Form 086-0-33(Revised 7/12) ELEVATION CERTIFICATE, page 4 BUILDING PHOTOGRAPHS Continuation Page IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg. No.)or P0.Route and Box No. Policy Number: City State ZIP Code 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." When applicable,photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. �F h teY•. +� ol �'q Fr ¢ rt R 3 bn� i FEMA Form 086-0-33(Revised 7/12) Continuation Page For nsurance Company Use: Building Street Address(including Apt.,Unit,Suite,andlor Bldg:No.)or P.O.Route and Box No. Policy Nuniber City State 4 ,, ZIP Code ��+Nac Nm tier f%wn,�t� 9.3 ��. mere ire ��r c�.��fJ�/v►ci �.•►i�s sG�' ®n .4 C-mC-rc- e pc.J c, e-,te &,^ 7,-0 11vr4tn St-it- -A �Of SOf/ly i Town Hall Annex Telephone(631)765-1802 54375 Main Road ,,xxs .aa �O'P.O.Box 1179 oger.richertCf_ InV US Southold,NY 11971-0959 BUILDING DEPARTMEW TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: 2� . Company Name: Name: /n- License No.: 333 KI- M ( Address: 11 L 1 IY11 Phone No.: (-,.31 • 5-5-3 S3 JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: G i *Cross Street: Ll *Phone No.: G S S3— 5-3 Permit No.: 3 e& Tax Map District: 1000 Section: Block: Lot: I I *BRIEF DESCRIPTION OF WORK(Please Print Clearly) /`� G�C t�dna •l- � I f� ,r4-i�•d/J ,,, (Please Circle All That Apply) Is job ready for inspection: YES O CRoughn Final *Do-you need a Temp Certificate: YES NO Temp Information(If needed) R *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 C' .82=Request for Inspection Form I f c Town of Southold - Chapter 236 - Stormwater Management SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Re d for a Complete Application) APPLICANT Oww-Aped-CoawdbW-Contractor orMar ICkW*OnO PropsdyGINNER:tMDMhrattitanAp eso V vt Yl v ri 57 i ( ! Yl l�i Ad&vmn: Tslephoasft Fsafk Te"hoesf SKIT: E-01st E-YaM: • Brief Description of Coast actions AttimW Proposed Sonaehral BMPs,UI S C YSimon BMP* Soope and/or Sap—of Constrndim Adwky low COON 4L ! tAroUda Addtlnatl Pap°°wt Nesmy Natas a Ww Comet P_ laplsmsrdatio*or s"PP: ----fid�:_ha --r -_(-8�= -------- Addrew Tsisplume Ftars: ---�(� I�+- -ijl�/lj,(� .'_/-�-,WJ-Id------ E-Mae: ---!�ttt2_-_w��b���-.Y ----- Hm of Pam ResponaIDis for iatmilladon 6 Msfntartaso.of Eroaton cowl P�actlox -------------------------------------------- TsNplwttaf: Fax --------^------------------------------.____ E-NOW. Total Aro*ofAf Told Arm of Land GOWN PrajedPamets: & Grou�dDkObencec PAIANNO POnOdpalleM rajaetDwaMon drdMon I Ism•r0yq ""' "1 f End -------------------------------------------- Data: -------------------------------------------- vlfu this Project Dhhrbe five(5)or Mas Acres at Any OwTkneDurhptheProposedDevetopmeat? Yes ---•----------------------------------------- RYEW PM***AnswartheFoMowbW -------------------------------------------- a. --..__..-------.._.---------------------------- a. Does afire Applicant have a QudW Inspector On Q 0 Staff To Conduct the Requked Inspections? Yes No b. toes the SWPPP Indicate How FmWerdly to She Lit Mta NAMES or dnert inion of aM Poknttlly AnI - <Naftdmdtes araMar Ywwnds: Inspections will Occur and for What Period of Tine? 0 ndequal*ldwft Temporary Qandfor -`-----------------------------------------_._..__ c. Does fhe SWPPP All _------------..----------------..-----_._ Permanent Sol Sfa�Yort Measures? es No d. toes the SWPPP Adequately ldeniffyaComplete Q = - _.--•--•-.._._._._._.---•--._.._.__.__.---------- ._-___------ Project Phasitg Plan? O n atmos of r .d watorrway:09.TWX.seta)U04 04 _) e. Does ore SWPPP Indicate Additional Stie Spmft Practices that Mild be LNl W to Rolled Water QuefUy? Yes No L Has the Applicant SubmNledaCompletedDEC Notice soa tp'y"of r wL Of intent and SWPPP Acceptance Form for Rennew O C] m.riway ''°"croak esr.Paved, nq FrastiaaAsrw.s.�d-) by the Town of Southold? Yes No STATE OF NEW YORK, COUAN,TY OF.............-......................._.SS Ila I, a .if : ..being duly sworn,deposes and says that he/she is the applicant for Permit, And that:helshe is the �G !.. . Owner and/or representative of the 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 m the manner set forth in the application filed herewith. Sworn to before me this; •..............................................day of............................................,20..-. NotaryPublic: .......................................................................................... ........... ...,.. ............ .. ............... ... .............. or SWPPP Assessment FORM: 03-12 9NE� ®` ® SHERMAN ENGINEERING&CONSULTING, P.C. Q S"El C 5015 COTTON VALLEY CHRISTIANSTED VI 00820 6314831-3872 wl+ ?4J MATT@SHERMANEC.COM the a GO April 1, 2014 Michael Verity �f/D U E Chief Building Inspector Town of Southold APR - 1 2014 Town Hall Annex Building 54375 Route 25 P.O. Box 1179 BLDG.DEPT. Southold,NY 11971 TOWN OF SOUTHOLD Re: Dunn Property; 3645 Mill Lane Peconic Mr. Verity, I have reviewed the project plans, scope of work and construction at the above captioned property in Southold. Based on the review, it is my opinion the work does not constitute a substantial project nor does it constitute a substantial change in the structure or property. I support my conclusion by the following: 1. The building finished floor elevation and height did not change. 2. Scope of work includes movement of interior stud walls, upgrading existing insulation, replacing siding,replacing doors and windows, construction of small addition. 3. Construction of 9'x20' addition to the existing 30'x20' building. 4. The interior square footage increased by 33% from 967sf to 1.284sf. 5. Existing foundation, first floor, second floor and roof structures to remain. The work to be conducted amounts to a reasonably small addition to the existing structure with minor upgrades and repairs to that structure. As stated above, a careful and considerate review of the project plans, scope of work and construction allows me to conclude that the work is non- substantial and should be treated as such. Please feel free to contact me if you have any questions or require additional information. Very trul of: NIF ,tQ .1 to Mat w Sherman, P.E. Ci y� s Sherman Engineering &Consulting, P.C. * �?� yip r F. T. cc 2 08358'% v q�FESSIONP *pF SO(/r�ol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 CA Southold,NY 11971-0959 �ly�4UNT1,�� June 23, 2014 BUILDING DEPARTMENT Robe 4 vLY)n Robert & Irene Dunn TOWN OF SOUTHOL 0 (-7J0 &9q 55110 PO Box 185 (�3 0 �� ' 5 3�P-7 Peconic, NY 11958 1 Re: 3645 Mill Rd, Peconic CGa b 1 C -dol UP TO WHOM IT MAY CONCERN: owing Items i Are_N, To Complete Your Ce ificate of Occupancy: .,....- **Note: Please rovide Final Elevation ,!!!!t�`Application for Certificate.of Occupancy. (1 sed) Electrical Underwriters Certificate. "A fee of$50.00. _ Final Health Department Approval. Plumbers Solder Certificat rmits involving plumbing after 411184) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT - 38618 - Additions and Alterations B, P. # '°� B&/ BUILDING PERMIT EXAMINER CHECKLIST "Date Submitted: g_ -/P-Date Reviewed. Applicant: " Owner: �'�'►-�� � .AFelMtect/Engineer: Estimated Cast: �p SCTM# 1000 — p 7— — Subdivision: Zone: Conforming? N� �-s /� ' Property Address: 3 City: / Pre COs? Building Permits (Open/Expired): BP -Z/GO Z- ,Info: BP -Z/Go Z- ,Info: BP -Z/GO Z- , Info: BP -Z/C/0 Z- ,Info: BP -Z l GO Z- Info: Single& Separate Search Required? Y N Determination: STQRMWIkR. Rt�tN�, F: � REQ. Lot Size: ACT. Lot Size: 67�� $� _REQ. Lot Cov.dy'7o ACT: Lot Cov. 07'C REQ. Front 35- ACT. Front _REQ Side 10_4Mok AFQ. Rear 3s _PROP. Rear olk REQ. lieight . 357 ACT. Height ©'k REat. BoTH SIDES a-S7 ACT Project��jescri ti n91 Waterfront? Y o If yes, water body: — Panel# Flood Zone: ' Bulkhead/Bluff Dis ance: — ADDITIONAL APPROVALS REQUIRED QLAq S(1f) SIGNED, SEALED t SIE PLAN Suffolk County Health: Y o(N) If yes, *Bed#: _ *Date: / / *Permit#: Town Septic: YC - If no, certification required: Y or N Received: Y or N By: NYS DEC: PRE-DEC 9tim Y 010- Date: —/—/— Permit#: or NJ Letter- Notes: Southold Trustees: Y oO- Date: _/ / Permit#: or NJ Letter-Notes: Southold ZBA: Y of Date: _/ / Permit#: -Notes: Southold Planning: Y o6 Date: /_/_ Permit#: -Notes: Town Landmark C of A: Y oW15,4j3jLj'LX' TE: _/_/_ *NYS CODE compliance(page 2): Y or N CoN o NSA 11tBL C0MPeW,54-r1oid_� Notes: a Fee Structure: Calculation: Foundation: SF I l Q� X $ ,fo _$ First Floor: S A_SF + Initial Fee: $ all-yd . © 0 Second Floor: SF +Additional Fee ( - : $ Other: SF SFX$ , =$ Total: 1' 03 SF + Initial Fee: $ + Additional Fee $ C OF 0 FEE) ,Si ®A 00 As B tl I L T FEE n''� TOTAL: $ lO T I • d NEW YORK STATE CODE COMPLIANCE CHECKLIST CLI9ATIC/GEO6RAPHIC DESIGN CRITERIA: .Ground Snow Load:20 Wind Speed: 12OMPH Seismic Design Category:B Weathering: Severe Frost Depth: 36" Termite: M-H' Decay: S-M Design Temp: 11 Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DES71GN ELEMENTS: Y/N / HEADERS: Y/N WALL STUDS: Y/N GIRDERS: YIN CEILING JOISTS: YIN FLOOR JOISTS:YIN ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: YIN WINDOW AND DOOR SCHEDULE: -MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N 4 LIGHT 8%: Y/N VENT 4%: Y[N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: YIN PLUMBING RISER DIAGRAM-0/N LOCATION OF DIRE PROTECTION EQUIPMENT: YIN TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS(9/N (IBES CIOEC K) 90/0 TOTAL COAIPLIENCE? Y/N (RETURN TO PAGE ONE) � E SOUND m LOT 23 sae VS N �6 Resk6w a4' � d a4' a K .v ��• 142•10 b M M LOT 25 Fd 5 FM/ 117 SURVEYEO. 31 August 1998 Filed. 5 AUGUST, 1924 SCALE 1X20' TMI.- 1000-067-02-11 SURVEY OF AREA— 6,798.029 SF or LOT 24- °f56 Acres IN CREScheck Software Version 4.4.3 NJ( Compliance Certificate Project Title: Dunn Residence Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Glazing Area Percentage: 11% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 3645 Mill Lane Nancy Dwyer Design Consulting,Inc. Peconic,NY Southold,NY Comphance� Passes using UA trade-off Compliance:7.9%Better Than Code Maximum UA:242 Your UA:223 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a ff&*numcode home. Gross • Assembly Area or or D•• Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 564 19.0 0.0 27 Wall 1:Wood Frame,16"o.c. 1652 15.0 0.0 113 Window 1:Vinyl Frame:Double Pane with Low-E 161 0.320 52 Door 1:Glass 20 0.310 6 Ceiling 1:Flat Ceiling or Scissor Truss 564 22.0 0.0 25 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted With the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.3 and tocomply ' the mandatory requirements listed in the REScheck Inspection Checklist. tzlo-hn (.. Name-Title S' nature Date of NEJV �w gS822� �dFFSS10N�`�" Project Title: Dunn Residence Report date: 07/30/12 Data filename: Untitled.rck Page 1 of 4 ~ ,'"`~ate. 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OL Unit 77 S 1 e ` r • 7P��lS R i _ SS ` " s { �r yv ��u � {� ' zav� . w 9ww y: « � zz a . . ���� 2 2 . . - • /� . � . . » . � � �� F ' ' h Val , [ � I CY_ F IROMPw x �» 6 ss 1 � � I NEW I U 50NOTUBE TO 24x24x 1 2PROVIDE 51MF50N PHD5 FOOTING.INSTALL _lHOLDDOWN ITYP.21 3'-0"BELOW GRADE,MINIMUM, ANCHORS AT ALL NEW TYPICAL ALL NEW LOCATIONS — — — — — — - - CORNERS THROUGiOUT J I , r — — — PROVIDE ACCESS PROVIDE VENTS g INTO CRAWL SPACE ••e I �IDDAB'C�D g NEW z CRAWL SPACE I .* I O s•s• t DIAMETER ANCHOR BOLTS `A 4 WIT MIN.DE"@ 48'O.C. rt- 2"POURED CONCRETE I b W/MIN.3"04'WASHER®PLATE F RAT SLAB THRU ALL r N AREAS.EXIST.!NEW I :? g R-19 INSULATION W— DAMP PROOF FERIMMR U I li TYPICAL ALL AREA5, z OF FOUNDATION WALL I BOTH EXISTING 4 NEW EXISTING ACCESS (TYPICAL NEW AREAS) z z 11 BLE JOISTS UNDER 3 A 'PARTITIONS RUNNING N PROV.EPDXIED A4 STEEL ' LEL(TYP.ALL AREAS) RZBAP VERT.0 1 2"O.C. INTO EXISTING FOUNDATION i WALL♦NEW WALL ABUTTING II II (TYPICAL ALL AREAS) x j a 1}x 7j'LVL ,, N UNDER EX15TING JOISTS F -7 m O L J N X W ao s•x EXISTING GIRDER TO REMAIN a __. EXISTING II� CRAWL SPACE NEW I O 50NOT FOE T 24x24x 2 f�T' FOOTING.INSTALL .. I 3'-00 BELOW GRADE,MINIMUM, TYPICAL ALL NEW LOCATIONS �- O 3-1 F 77"LVL F II II UNDER EXI5TING,"5T5 N -0 II II FOUNDATION WALL LEGEND: o II II EXISTING FOUNDATION z~ WALL TO REMAIN ^s--"•fir B'CONCRETE BLOCK 1 , ff FOUNDATION WALL - I1 WITH V-4"X 8°FOOTING C, 16 EXISTING I,z f 0 CRAWL SPACE MAY 1 5 2014 z prj)l Z W I Di W N RI_DG D�PIr. TO'Al OF,`i0U,HOLD FOUNDATION PIAN SCALE: NTS f . ., 1. r , A � r .. 'Val 0 J1 'MAY 7F zoo ar"(, C E P 1 E Owl Y - ;Vw N IDENCE J DUNN 5 C) (r)Z N zZ 0 0 0 w o > o o Lu Lu Q z O N Lu U m Z QQ Q Lu � L CW14 GW14 J z o <o 0 — — m in IL — NEW CON5TR.UCTION A281 A281 A281 I C , l� Lo Lu LLJ W N A281 A281 A281 D E c E m cL. z MAR 2 8 2014 1 1z z BLDG.DEPT. O v z —'— TOWN Of SOUTHOLD oz Z U N31 AN41 IN41 z J FRONT ELEVATION D = q)AN41 AN41 O 4" = I '-0" --7 O SCALE: cn 0 U m FIRx } C12 TW2432 U FWF13O68 LTW2:1146 FNR12868 � Ln Lu tj( n L0 \J t m o � . LEFT SIDE ELEVATION L U � � z U z SCALE: 4" = 1 '-O" Q z z o U Lu OF NEW C) 4 PAGE: �822� �FssIVIA �' I N J � O O NEW CONSTRUCTION � � m Z N Z Z l O lu H t � Olu � p N cn z_ -> w w AN41 AN41 LLAII I it- AN41LI �L � L d- � Ln O O N O N31 N31 A2 I A281 A2H1 A281 A281 JA281 A281 TW2846 Ln L N L L m cL z JUL 1IL z L 0 U z RIGHT SIDE ELEVATION C114 CW14 U V SCALE: 4" = 1 '-0" z 0 m O A2 IFIFIFI TW2846 U Ln U Ln L z BACK ELEVATION J SCALE: 4 " ' = 1'-O • Uz -V o } OF Q U z z z o U s �pPH LUQ z 822A PAGE: SFE '34 IO'A 2 GENERAL NOTES: ELECTRICAL NOTES: J • The information on this set of construction documents Is to relate basic design intent and framing details. They are intended as a construction aid, not as a . All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to Include T) substitute for generally accepted good budding practice and are in compliance with6� current New York State building codes. The gt.general contractor Is responsible for Installation of fixtures specifications as indicated on plans. Light fixtures to be supplied by 20'-5" O providing standard construction details and procedures to ensure a professionally owner and Installed by contractor. GFI outlets required at bathrooms and exterior areas. Install 7 al{outlets as per code. All work is to be de onin strict accordance with the New York State Code finished, structurally sound and weatherproof completed product. 5'-9" 14'-8" �_ by a licensed electrician. All new switches t outlets to be Levition, standard, supplied t Installed U Z N • General contractor to coordinate all subcontractors, scheduling of work and by contractor. Contractor to do all hook-ups as required for bathrooms. LU o lu Interaction between trades. 0 FA O RAMING NOTES: SEz z 0 O N • The contractor is responsible for ensuring that all work and construction meets A i or exceeds current federal, state and local codes, ordinances and regulations, etc. . All lumber is to be Douglas Fir#2 or better at I G"on center These codes are to be considered as part of the specifications for this building plan. 5'-I^ 3-o a'-9° Q 2'-I I" Z • If in the course of construction,a condition exists which disagrees with that as • All wood framing in contact with concrete or masonry is to be pressure treated. 'ACQ'designation O Indicated on these drawings,the contractor shall stop work and notify the designer refers to current arsenic-free treated wood standards and shall take the place of'CCA' 10" SQUARE HB*G4 O t the engineer immediately. Should he fail to follow this procedure and continue work, PERMACA5T COLUMN m LUZ he shall assume all responsibility and liability arising therefrom. • All TJI's are to be installed In accordance with thspecifications and shall include W e manufacturer's spe3- 2x I'd ACQ HER 4'-I o" 2 3'-G" 5'-0' a squash blocking web stiffeners at bearing points on girders and other load bearing areas - Q ~ • Dimensions take precedent over scale-DO NOT SCALE DRAWINGS. STACKED BEADBOARD CEILING COVERED MUDROOM LAUNDRY o Structural Steel ASTM A36 - FY= 36 KSI MATERIAL ° z PATIO • The designer has not been engaged for construction supervision and assumes no [233068 responsibility for construction coordinating with these plans, nor responsibility for BATH construction means, methods,techniques, sequences or proceedures or for saftey Q CZ • All straps, connectors, plates, bolts, Wads, etc. are to be galvanized. Designated connectors, straps, BIFOLD U precautions and programs in connection with the work indicated. There are no etc. on these drawings are my by Simpson unless otherwise indicated. All connectors, straps, etc. are to be SECTIO F\ rj 46 O �111T�11N warranties for a specific use expressed or Implied in the use of these plans. nailed/bolted In accordance with the manufacturer's specifications. B r� \\�__ � ° B � 5'-5" I • Contractor to provide hardwired smoke detectors, with battery back u and with 2' Z p rY p' All floor sheathing Is to be a AC type plywood,tongue groove and shall be glued and screwed to UTILITY 248 X TILE FLOORO no intervening switches, on all floors and in each bedroom. Verify with local code the floor Joists(G"o.c. edges 12"o.c.field) I I I I MUD OVER requirements as per Section R3 17 New York State Residential Construaton Code. m CLOSET I I I SUBFLOOR z Install carbon monoxide detectors as per code. I I I ILCLOSEr:=, wSolid blocking is to be Installed every 8'-O"max. or mid span of all floor Joists with spans exceeding I Q z N FOUNDATION NOTES: 8'-0". Blocking is to be Installed at all point load bearing points. r • Install double Joists under all partitions running parallel - Z • General contractor to review plans, elevations and details to determine C ` I I I N ULE'�JO v_ intended heights of finished floor above typical grade. I O • All exterior wall headers to be 2-LVL's as Indicated on floor plans t sections and all interior WALL LEGEf��1D: Z I I headers are to be 2-2"x 8'unless otherwise noted. All headers exceeding 5'-0"shall have a double co I O N O • Footings shall bear on undisturbed roll within bearing capacity of 1.5 tons/sq.ft. I I W >7] m 0 Jack stud with a single king stud *on exterior walls provide double sill plate(typical) KITCHEN. Q II W/ALL TO REMAIN Concrete shall be FC = 3,500 PSI @ 28 days • Provide insulation baffles at eave vents between rafters and soffit vents as Indicated O REM -_- -- I I EXISTING STRU URF TO REMAIN Concrete on 4"sand or gravel fill minimum, with 6x6 - 10/I O welded wire mesh on plans - - WALL TO BE REMOVED reinforcement. Interior slabs to be placed on G mil. stabilized polyethylene vapor D ly n- Exterior flashin Is to be adequately installed at all connections between roofs, walls. II ly p I U� jIMPSON HU SERI barrier. Welded wire mesh Is to be placed in the top third of the slab and is to be 9 �t Y adequately supported by precast concrete bar supports to assure that the reinforcement chimneys, protections and penetrations as required by approved conrtrction practices. NIEW CONSTRUCTION: EXI TING STRUCTUREII � I I -(`ONI ECTORTO JOIST @ CZ Ln N 2 X 4" STUD FRAME EXTERIOR WALL TO MAIN -S I \ =EQJhI HEADERS is held In position during concrete placement and finishmg. FLOOR PLAN NOTES' --- W N R.15 INSULATION q W W W � O • Isolation joints are to be Installed between the slab and the walls. Use preformed W// g' PLYWOOD SHEATHING t40= n (L z joint filler that Is to be cut 1/2"below the slab surface and the resulting joint is to be filled • Dimensions shall take precedent over scale drawings, DO NOT SCAM DRAWINGS I LAYER 2' GYPSUM ® - IL I I ., • QD with an elastomeric joint sealant. B6OARD ON INTERIOR; SIDING T.B.D. J — - - • All Interior wails to be covered with 2'ajyspusm board with metal corner reinforcing. All "� I DOUBLE J015T z z • General contractor to install cop-r tex(or copper)sheet metal termite sheilds drywall products. Including gypsum board, screw,joint compound,tapes&trim shall be U.S. 2"."X 4"5TUD FRAME PARTITIONS PARTI LLY DROP HEADER I UPSET INTO WALL between all wood surfaces that are exposed to concrete or masonry surfaces. Gypsum Co. or approved equal. All joints shall recieve 3 coats of joint treatment. Sand final W/ITH I LAYER 2' GYPSUM ITCHEN CEILING i -_ UP ABOVE W z W — coat to a uniform smooth surface. All walls, ceding and Interior of closets to be taped and BOARD ON EACH SIDE; U5E • Dampproof exterior of foundation wall with a bituminous coating; Foundation spackled, 3 coats, ready for paint. W015TUPE RE515TANT BOARD IN G"X G" HEADER POST ----- i , EXISTING BEDROOM z Z k ---- excavation Is not to be backfilled prior to the installation of the floor framing. ALL KITCHEN, BATH * MUDROOM AREAS CARRIED TO FOOTING; REMODELEDU Insulation ratings and Installation locations as indicated on floor plans*sections USE WONDERBOARD ON ALL AREA5 WRAP FINISH *HANG i-i__ � 3068 PLUMBING HVAC NOTES: T(O RECIEVE TILE STAIR BANISTER ,� z �' • Walls common to garage and house to have a layer of g'fire rated gypsum board at ALL DCTERIOR DOOR WINDOW �i�/ c= • All plumbing work shall be done by a duly licensed plumber and must conform and adhere garage side with 5'-0" return on adjacent walls f ceiling. Provide 2 layers of 8"fire rated HEADERS TO RIEMAIN WHERE POSSIBLE; N/2 EXISTING ELECTRICAL i � 8'-0" O to all New York State bujlclmg codes E saftey requirements. gypsum board on all engineered lumber as required by manufacturer specifications ANY NEW HEAD)ER5 TO BE 2- 2"X 1 O" PANEL TO REMAIN _ I z N J UNLESS OTHERWISE NOTED; MATCH EXISTING 5TRUgURE/ J w I I O O • If wall plates or joists are cut during the installation of plumbing fixtures or equipment All bath *kitchen area walls and ceilings adjacent to wet areas to have water resistant EX15TING FIRST FLOOR HEADER HEIGHT - d wall,and provide,wonderboard for all areas set to recieve tile. TO REMAIN /=IN< I I I U contractor must provide appropriate bracing to tie framing back together. drywall, p I N II i i 3- I 18 LVL HEADER N o FLOSHTO LR�I;LIN • Baseboard heating is to be hot water and zoned. Plumbing contractor is to — . — adequately size the system and place the baseboards in an unobstructive location In each room thermostat for each zone will be required. P05T TO�OUNDATION, required to recieve heat. Minimum of one therm g TYPICAL BATH END5 A281 • Mechanical subcontractor is responsible for adhering to all applicable codes and EXISTING LIVING ROOM I A281 saftely requirements. z I Q EXPANDED THKU CLOSETS • HVAC subcontractor to fully coordinate system data t requirements with the C� z equipment supplier and to provide final system layout drawing and submit it to general contractor, �_ z U owner and equipment supplier for final review k approval. NEW 2"X 4" C.T. U @ I G" O.C. ' N 0 Z tL H PITCHED > g W6 a- I/ NEW WINDOWS W — IN LIVING ROOM J m EXISTING A281 Q ^ • FIREPLACE A281 v U z U z A z z SECTION , ^ � v � 4.3 , O (J) d) F I R5T FLOOR PLAN � Ivey, 0 SCALE: 4" _ ! '-O" OF �A (bp E * v Y PAGE: r � �O�ss�aNa�` 6�O N Q} s � a� U N � O ROOF NOTE: RUNOFF NOTE: VDz ARCHITECTURAL ASPHALT GUTTERS CONTINUOUSLYAROUND; cV ROOFING WITH 1 5#FELT LEADER LOCATIONS AS PER 0 g 1 O w ALTERNATIVE FOR OPENING PROTECTION OVERS° CDX PLYWOOD INSTALLER- ALL LEADERS DRAIN TO x 0 O Q Z N O secnoN WITH ICE #WEATHER SHIELD 6" 0 PVC PIPE TO NEW DRYWELLS. I O - A WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/1 G"AND MAXIMUM PANEL SPAN OF 8'-0" @ PERIMETERS *VALLEYS LL- SHALL Q z RUNOFF CALCULATIONS: SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. R 'FASCIA HEIGHTS AND R 2 X .167 X 7.5 = 89 I gallons Q (REFER TO SECTION 1609.1.4 AND 1 609.6.5 AND TABLE 1609.1.4) 20'-5" SIDE OVERHANGS TO ec�ulres (2) 4'-O"x 4'-O"rings(or equal) CV z MATCH EXISTING _ 8_2� 4'-O 1/2" 8'_2" m >1 J lu TABLE I GO9. 1 .4 a ~ WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS I W I - W I LE WALLS t m P TCH D _6 FL R OF = I SHO New Drywell - FASTENER5FACING(INCHES) t @ X 8" C.J. AS C.T. W FANEL SPAN <2'-2'-0"<PANEL 4'-O"<PANEL 6'-O"<PANEL I @ 4'- ' QJ X 4'-O° de p FASTENERTYFE 0" SPAN <4'-0" SPAN<0-O" SPAN<8'-O" 1 6" O.G. U VINYL PA BP CHD I O 2 112" #6 WOOD SCREWS 16 16 12 9 �' N I 2068 9 I N 2 112" #8 WOOD SCREWS 1 6 I G IG 12 I C�LC�SET 2068 I I II. 12 N•z O TILE FLOOR 8°LEDGE EHIND � S/D MUD OVE TOILET;CA INET O A.THIS TABLE IS BASED ON A MAXIMUM WIND SPEED(3 SECOND GUST)OF 130 MFH AND MEAN ROOF I 2' XC 8" R.R. 6 V.I.F. zl Q 246 SUB�LOO�R I ABOVE O Q } HEIGHT OF 33'-0"OR LESS _ N 116" O.C. 2..x 8" R. . B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. 16" O. . Z > Z C. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO,THEY SHALL BE I SITTING ARA @ o„ I J w ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM WITHDKAWL 7o '-6"CEILING HEI HT Q Z +w- L O CAPACITY Of 490 L155. —_—_ ---- - --- --- � W J Lu Q. 668 ADO 1 � I II 12668 u \\ F I WALL LEGEND: oo \ ISTIC R.R TO MAINN WALL TO REMAIN I,L LL ----- I cV z O m I I m --- WALL TO BE REMOVED N Q I W ¢ zQ Z LU EXISTING BEDR,4,0IJI Q W W m I PTCHED 1 1 7'-4"CEILING HEIGHT I NEW CONSTRUCTION: Q_ z u - 2"X 4"STUD FRAME EXTERIOR WALL R-1 5 INSULATION ~ I z is � S — zW/ 8PLYWOOD SHEAHIa% i L9 8.4%VENT N I LAYER 2' GYPSUM 71 t1-.1 BOARD ON INTERIOR; SIDING T.B.D. O r - E ISTING BEDROOM I ' ' I - I I-- ! I '7J717T, 2"X 4" STUD FRAME PARTITIONS z -4"CEILING HEIGHT w I I 7' 1 WITH I LAYER 2" GYPSUM I7I SQ.Fr. S/pi --- � 1 2" 8" C.J. AS C.T. Q BOARD ON EACH SIDE; USE z J N 15.4%LIGHT O1 I I@ G" O.G. U MOISTURE RESISTANT BOARD BATH 8.4%VENT 1 r--- -I 1 D t USE WONDERBOARD ON ALL AREAS O TO RECIEVETILE N z (STING R.R.TO 11 -__ -4 1 D v - REIVAAIN I 1 u ALL NEW HEADERS TO BE 2- 2"X 8" O NEW AN41-12; 1 r--- 1 1 O z I UNLESS OTHERWISE NOTED; WINDOWS U EXISTING WINDOW H. R. z Q p TO REMAIN (TYP.ALLp ,_� �_ J ALONG SIDE WALLS TO MATCH HEIGHT ffl OF EXISTING PITCH D O 9'-8 1/2" YTG'-eY HDR.HEIGHT \\ G'-8" HDR:HEI H EGFZESS W I W 1 EGRESS rn EXISTING R.R.TO I Iry v In \ / REWAIN Lu z I Qj z U Q z z z o cD Lu 0 SECOND FLOOK PLAN SCALE: 4" = 1 '-0" 8221 PAGE: O � c6 � U NEW 2"X 10" RIDGE W/ 5IMP50N C520 CONNECTOR N U 2-2' C.B.THRU (TYP. ALL RAFTERS) Q G.T. * R.R. (TYPICAL ^. ARCHITECTURAL ASPHALT 6"O G BOTH ENDS) (� OC V ROOFING WITH 15#FELT @ Q ' - - Lu — LY 0 Lu OVER 8" CDX PLYWOOD a°�� I O FW WIITH ICE *WEATHERSHIELD 2 l R-30 0 O @ PERIMETERS 4-VALLEYS -- 2"X 8" C.J./C.T. @ 16"O.C. N W — MATCH EXISTING PLATE 00 Q r z R-21 INSULATION *VENTED HEIGHTS a BAFFLES BETWEEN RAPFTERS YP5UM BO 2'_6'• z Lu FASCIA AND SOFFITS 70 Ia' ICAL ALL A RJ F ---I Lu ALIGN NEW WITH EX151FING Q�Q BATH HALL � CLOSET 2"X 4" STUD WALL @ SIMPSON H7 o a I G" O.C. W/ R-15 INSULATION CONNECTORD 8° CDX PLYWD. SHEATHING be room be room W1 TYVEK' HOUSE WRAP; SIDING AS PEROWNER BUILD OUT WALL BEHIND TOILET; CABINET ABOVE R-22 2.. 8.. .J. @ I G" O.G. 3- 2"x 10" ACQ HEADER BLOCKING BETWEEN PROVIDE 51MP50N JOISTS @ CANTELIEVER L C51 G STRAPPING 0 10" SQUARE HBtG - N 2' MOISTURE RESISTANT PERMACA5T COLUMN = z 2- 2"X 10" HEADS GYPSUM BOARD SIMPSON C520 5TRAkPPING N — 0-8" HEADER HEIGHT Q BATH o LAUNDRY MUDROOM si 0 0 O 2"X G" ACQ SILL PLATTE RAFTER OVERTERIMITESHEILID 2" PLYWOO U[31`LOOP NOTCHED RAFTER OVER SILL SEAL; .J. RAFTER RIDGE RAFTER PROVIDE 51MP50N C520 @ I G" O.C. R 19 INSULATION N RIDGE TOPPLATE W/ LPT4 CONNECTOR-9Ln TOP PLATE _E) DOUBLE JOTS LLJ cV WALL STUD WALL STUD 8' DIAMETER ANGHOR',BOLTS CRAWL SPACE ALL PARTITIONS RUNNING - J W/ 7" MIN. DEPTH @ 45"O.C. PARALLEL(TYPICAL) o o NEW 10" 50NOTUBE TO BIGFOOT z TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING TYPICAL RAFTERTO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION W/ MIN. 3"X3'ke'WASfHER @PLATE 24 FOOTING. INSTALL 2" POURED CONCRETE 3'-0" BELOW GRADE, MINIMUM, rr �� • RAT SLAB THRU ALL TYPICAL ALL NEW LOCATIONS V NEW 8" CONCRETE BLOCK AREAS, EXIST. * NEW z Z FOUNDATION WALL WN Z LU I'-4"X 8" J. FTG.; PROV. O rI� — 2ND.FLOOR WALL STUD KING STUDS 2-#4 REBAR IN FOOTING '\:J z (TYPICAL ALL AREAS) Z 2ND.FLOORPLATE CRIPPLE STUD � � -6 WOOD J0I5T WOOD JOIST SU13FLOOP HEADERI I l RIM BOARD BUILDING 5 ECTI O N 111311 I B BLACKING JOIST HANGER Z J � GIRDERIHEADER 15T.FLOOR TOP PLATES JACK STUDS L � WOOD GIRDER WOOD JOIST SCALE: 4' 5T FLOOR WALL STUD O TYPICAL HEADER CONNECTION —, Z JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDERMEADER O O 4°o ROOF VENT Y � \ (h TYPICAL MULTI-STORCONNECTIONS ROOF �l O ED METAL HOLD- WALL STUD O DOWN STRAP M4 130TTOM PLATE 38-I Gd SINKER SUB FLOOR NAILS AS PER /-3-2"X4"WD STUD WALL STUD DOUBLE JOIST 15T.FLOOR WALL STUD MANUFACTURER @ CORNER TYP. BOTTOM PLATE BATHTUB ro no'+ P°X�T�SILL DOUBLE JOIST IST.FLOORPLATE ATTIC BATH 2 SU13FLOOR RIM JOIST TLP. RELOCATED RIM BOARD + DBL.SILL PLATE DOUBLE JOIST FOR NON-BEARING WALLS DOUBLE SILL PLATE (I)#4 REBAR IN ANCHOR BOLT SHEAR CONE-MIN. 1 1/4 1 1r2 DOUBLE JOIST FOR UNDER A BATHTUB FOUNDATION WALL 12"LENGTH PROVIDE 1/2"5PACING 30"MIN. FOUNDATION C Z BETWEEN THE END STUD REBAR LENGTH WALL TYP. AND THE 2 OTHERSTUD5 FROM MIN. SH WER FOR ALLOWING CONNECT CORNER STUD FROM CORNER SILL GASKET HOLDDOWN INSTALLATION TD TRANSFER SHEAR I ST.FLOOR TO FOUNDATION CONNECTIONS rr nn� FASTEN WITH(2)1 G SECOND FLOOR V m TERMITE SHIELD COMMON NAILS @ B'D.C. METAL HOLD-DOWN!UPLIFT ANCHOR 1 114 3 Z u DBL.5ILLPIATES SIDEWAI.L ENDWALL C.O. I LU CTO OVERLAP JOINTS) a FOUNDATION WALL IV— KITCHEN BATH I LAUNDRY J SHEAR WALL CORNER CONNECTION WIND RESISTANT CONSTRUCTION CONNECTORS EXISTING RELOCATED NEW 3" Q SILL PLATES TO FOUNDATION ANCHORING CONNECTION LOCATION: PART NUMBER: NOTES: 11/a F.A.I. • 1 114 4 Z L RIDGE-TO-RAFTERS C520 @ 21" APPLY TO EACH PAIR OF RAFTERS 11/4 1114 11/z O SINK 0 0 } H7 APPLY TO EACH RAFTER D.W. M. CONSTRUCTION DETAILS WIND LOAD PATH CONNECTION DETAILS RAFTER TO-WALL z U z NOT TO SCALE APPLY TO EACH RAFTER RAFTER-TO-PLATE H8 or H2.5 FIRST FLOOR Z Z 3 O PLATE-TO-WALL STUD C520 @ 18" APPLY TO EACH WALL STUD 2 1 1/4 3 C.O 1 3 4 2 TO SUFFOLK COUNTY (1 2ND. FLOOR WALL-TO-15T. FLOOR WALL LFTA or C520 @ 3G" APPLY TO EACH WALL STUD 4 — DEPT.OF HEALTH ( J SERVICES APPROVED W NEADER TO-JACK STUD C520 @ 12" APPLY TO EACH JACK STUD HOUSE SANITARY SYSTEM. Q TRAP CKPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD � ,��4F+�'F�r BASEMENT SHEAR WALL HOLDDOWN ANCHOR 55TB I G APPLY TO EACH 51DEWALL END ©PH WRAP UNDER DOUBLE SILL PLATE 15T. FLOORUNDEK-SILL PLATE C520 (USE WITH 3 SQUARE WASHERS) g t SLOPE" 1/4" PER FOOT PITCH TO `- PAGE: USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. DRAIN t a FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. PLUMBING RI 5 Eft DIAGRAM NOT TO SCALE � SSIO��°�' DUNN RE51DENCE 0) N Z O o — czp O (\i p N W Q [- Z Lu Z_ j Lu LIL Q I- p GW14 CW14 i —. — +a LnO O o —' — NEW CONSTRUCTION LILI Ln EXISTING EX15-nNG I LuN LLJ - - Tiz z z Lu - - O-LT I � z � z N31 F-IFIF] � 1- "6 f RONT ELEVATION Tz J SCALE: " = I '-�" EXISTING :115TING '^4O U , O0 — — U m X 11 1 0 —•— rn ,Z TW2432 G12 F"3OG8U TW2846 F"2868 LLJ C � � m `� RETAIN STORM WATER RUNOFF I OCCUPANCY OR o • �j PURSUANT TO CHAPTER 236 (!� LEFT 51 DE ELEVATI O USE IS UNLAWFUL APPROVED as NOTED OF THE TOWN CODE. U Oz } d _ SCALE: 4.. _ I '-O" U z OF OCCUPANCY FF -7 'f1. �BY - z z ELECTRICAL NOT Y � �,,_c.A;., (DEPARTMENT AT 0_ INSPECTION RE4 UIRE® 765-180z - TO 4 PM FOR THE PLUMBER CERTIFICATION F��LI i wlNG IVSPECTIONS- (n COMPLY NINTH ALL CODES OF ON"LE�4R` �EJ�t f** E � I '���"SAT ON - rwo REQUIRED , kms W F^4 POURED CONCRETE b + NEW' YORK STATE & TOWN CODES CERTIF16A i NC ' 2 RO,,ut--FRAMING,PLUMBING, AS REQUIRED S�QAP�I.NC,, ELECTRICAL CAULKING 3. INS'JL,4X ICN HOLD TOWNZB 4 RNAL-CONSTRUCTION&ELECTRICAL �J � MUST Bi ;;OMPLETE FOR C.O. SOUT T PLANNING BOARD �� PAGE: ALL CONSTRUCTION SHALL MEET THE ��®2�1 SOUTH TO TEES - REOUIREMENTS OF THE CODES OF NEW ��aN v _ DEC PLUMBWq YORK STATE NOT RESPONSIBLE FOR PEsslo� -- ALL PLU- ING WASTE DESIGN OR CONSTRUCTION ERRORS, &WAl`ER LINESNEED I :IESTJNG BEFORE COVERING NEW CONSTRUCTION Z N O pLu O D J W Z LUZ W nom, Q FMLUI 11 11 lillu Fr fl, A2 EXISTING EXISTING c � } N i — U , + Lo O � 0 N31 N31 A2 I EXISTING EXISi7NG Lj- LLJ N LU z UL -IUL z L 0 U } RIGHT SIDE ELEVATION CW14 CW14 z Z U - SCALE: 4' = I '-O" z J n — — z 0 m 0 TW284G U Ln Ln L z BACK ELEVATION SCALE: 4' = I ,-o,, U p } Q U z z z o U i N OF L 038PAGE: 2'2� PESSIOK��" 2 SECTION A z N a- Lu O NEW 10"SONOTUBE TO BIGFOOT � O PROVIDE 51MP5ON PHD5 — p 24 FOOTING. INSTALL a s-I° Ia'-a HOLDDOWN (TYP. 2) 0 Q z 3'-0" BELOW GRADE, MINIMUM, ANCHORS AT ALL NEW TYPICAL ALL NEW LOCATIONS CORNERS THROUGHOUT .. -.- o °' Z I— PROVIDE AiCCESS PROVIDE VENT5 w NEW INTO CRAWL SPACE IN FOUNDATION AS Q < Q } Nr REQUIRED BY CODE o u O CRAWL SPACE z e' DIAMETER ANCHOR BOLTS W/ 7" MIN. DEPTH @ 48"O 2" POURED CONCRETE I C. D VE U W/ MIN. 3"X3"xe' WASHER @ PLATE SECTON ,o•: _ RAT SLAB THRU ALL B x O AREAS, EXIIST. *NEW R-19 INSULATION — I O z TYPICAL ALL AREAS, Ua _ DAMP PROOF PERIMETER U _ OF FOUNDATION WALL II BOTH EXISTING NEW IXIS I J (TYPICAL N w TING ACCESS Q (TY NEW AREAS) z L QZp N D BLE JOISTS UNDER = N A PAFMTFON5 RUNNIN.-C PROV. EPDXIED#4 STEEL z P A19P A LI EL(fYP. ALL AREAS) O U13AR VERT. @ 12"O.C. — IIII II II z INTO EXISTING FOUNDATION Ln WALL NEW WALL ABUTTING o QD O IIx (TYPICAL ALL AREAS) [O Cf) n_ O mlv IL �I 14"X 7-L"-LVL UNDER.EXISTING JOISTS_ 0 Q— v� ib 0 n/ N L L 1n W N 3•_2•' 7'-I I" EXISTING GIKDERTO REMAIN m W W m — CL _z EXISTING NEW 10"50NOTUBE To BIGFOOT r n • IICRAWL SPACE 24 FOOTING. INSTALL v 3'-0" BELOW GRADE, MINIMUM, z W TYPICAL ALL NEW LOCATIONS — 3- J:Z�X z z z = UNDER,IXISTII NG JOISTS 73 x� cn0 _ 0 .. FOUmo FOUNDATION WALL LEGEND: EXISTING FOUNDATION O O WALL TO REMAIN U m x O 8" CONCRETE BLOCK O FOUNDATION WALL WITH 1'-4"X 8" FOOTING Oo EXISTING w �Z Z CRAWL SPACE N Q wQ 'u 0 u z � U Lo Lu z J m D oma . >- z U 0 A z U SECTION Q Z z z o U = ©UNDATI©N PLAN T) SCALE: 4" = 1 '-O" OFLu PAGE: 03822" -0sS0l . 3 GENERAL NOTES: ELECTRICAL NOTES: • The information on this set of construction documents is to relate basic design Intent and framing details. They are intended as a construction aid, not as a . All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to Include substitute for generally accepted good building practice and are in compliance with current New York State building codes. The general contractor Is responsible for Installation of fixtures*specifications as indicated on plans. Light fixtures to be supplied by 20'-5' providing standard construction details and procedures to ensure a professionally owner and Installed by contractor. GFI outlets required at bathrooms and exterior areas. Install finished,structurally sound and weatherproof completed product. all outlets as per code. All work is to be done in strict accordance with the New York State Code 5`-9" 4'-8" by a licensed electrician. All new switches*outlets to be Levition, standard, supplied*installed • General contractor to coordinate all subcontractors, schedulin of work and z N g by contractor. Contractor to do all hook-vps as required for bathrooms. g Q Interaction between trades. n LU O W FRAMING NOTES: SECTION C/ ~O CV • The contractor is responsible for ensuring that all work and construction meets A O Z Q or exceeds current federal, state and local codes, ordinances and regulations,etc. These codes are to be considered as part of the specifications for this bullring plan. • All lumber is to be Douglas fir#2 or better at 16°on center 5._P 3_01 8'-9" 2'-I I" IJ- Q (\ Z • If in the course of construction, a condition exists which disagrees with that as • All wood framing in contact with concrete or masonry Is to be pressure treated. 'ACQ'designation indicated on these drawings,the contractor shall stop work and notify the designer refers to current arsenic-free treated wood standards and shall take the place of'CCA' I O" 4 SQUARE NBG z the engineer immediately. Should he fall to follow this procedure and continue work, PERMACAST COLUMN — he shall assume all responsibility and liability arising therefrom. • All TJI's are to be Installed in accordance with the manufacturer's specifications and shall include W2 � W squash blocking web stiffeners at bearmg points on girders and other load bearing areas 3- 2x 10 ACQ H 4'-Io" ELAN HP BEADBOARD CEILING = MUDROOM• Dimensions take recedent over scale-DO NOT SCALE DRAWINGS. COVERED • The designer has not been engaged for construction supervision and assumes no Structural Steel ASTM A36 - FY= 36 KSI MATERIAL " q PATIO O v responsibility for construction coordmatmg with these plans, nor responsibility for 3068 BATH I IF— construction construction means, methods,techniques, sequences or proceedures or for saftey • All straps, connectors, plates, bolts, nails, etc. are to be galvanized. Designated connectors,straps, /�\\ BIFOLD O U precautions and programs In connection with the work indicated. There are no etc. on these drawings are my by Simpson unless otherwise indicated. All connectors, straps, etc.are to be F SECTIO U 46 sfunON °� � warranties for a specific use expressed or implied in the use of these plans. nailed/bolted in accordance with the manufacturer's specifications. B r _� o B H -51 • Contractor to provide hardwired smoke detectors,with battery back up,and with • 3„ I 8 I X TILE FLOOR O O no intervening switches, on all floors and in each bedroom. Verify with local code All floor sheathing is to be 4 AC type plywood,tongue groove and shall be glued and screwed to UTILITY 2� the floor joists(6"o.c. ed es * 1 2"o.c.field) ro I I I I MUD OVER U requirements as per Section R3 17 New York State Residential Construciton Code. J g CLOSET I I 1 I SUBFLOOR z Install carbon monoxide detectors as per code. I I ! I z • Solid blocking Is to be Installed every 8'-O"max. or mid span of all floor Joists with spans exceeding I I I = Lu O FOUNDATION NOTES: 8'-0". Blocking Is to be Installed at all point load bearing points. I I CLOSET • General contractor to review plans, elevations and details to determine • Install double Joists under all partitions running parallel Q intended heights of finished floor above typical grade. =====: I O • All exterior wall headers to be 2-LVU5 as Indicated on floor plans sections and all interiorWALL LEGEND: I I O O Footings shall bear on undisturbed sod within bearing capacity of I.5 tons/sq.ft. headers are to be 2-2"x 8"unless otherwise noted. All headers exceeding 5'-0"shall have a double m 0 • Jack stud with a single king stud t on exterior walls provide double sill plate(typical). Q 6yD• Concrete shall be FC = 3,500 PSI 28 da s W'ALLTO REMAIN KITCt1EN � I @ Y II • Provide insulation baffles at eave vents between rafters and soffit vents as Indicated O REMODELED I I EXISTING 5TKUCrLJRE ii• Concrete on 4"sand or gravel fill minimum, with 6x6 - 10/10 welded wire mesh on plans WALL TO BE REMOVED TO REMAIN ° (v U reinforcement. Interior slabs to be placed on 6 mil. stabilized polyethylene vapor o B ------ O II II I I barrier. Welded wire mesh is to be placed in the top third of the slab and is to be • Exterior flashing is to be adequately installed at all connections between roofs, walls, — adequately supported by precast concrete bar supports to assure that the reinforcement chimneys, projections and penetrations as required approved constrction practices. II n O I I -- U� jIMPSON HU SERI , ey p J p q by pp p NEW CONSTRUCTION: EXI TING STRUGTURE11 _ � I I --(`ONI�ECTORTO JOIST @ N 2 X 4"STUD FRAME EXTERIOR WALL TO MAIN '/ I _ LD Is held in position during concrete placement and finishing. � _-- —EWU 41 HEADERS W N FLOOR PLAN NOTES: R-15 INSULATION 3 0 I I ' W W ' • Isolation Joints are to be installed between the slab and the walls. Use preformed W/ g' PLYWOOD SHEATHING - ~' Wn be-low the stab surface and the resultin joint Is to be filled Dimensions shall take precedent over scale drawin s, DO NOT SCALE DRAWINGS I Z Joint filler that Is to be cut 1/2" b g J p g 1 LAYER 2 GYPSUM ® — with an elastomeric Joint sealant. BIOARD ON INTERIOR; SIDING T.B.D. I I r • m I DOUBLE JOIST V • All interior walls to be covered with 2"gyspusm board with metal corner reinforcing. All --- - z z • General contractor to install cop-r-tex(or copper)sheet metal termite sheilds drywall products, including gypsum board, screw,Joint compound,tapes�trim shall be U.S. �- 2"'X 4" STUD FRAME PARTITIONS PART I ILLY DROP HEADER UPSET INTO WALL between all wood surfaces that are exposed to concrete or masonry surfaces. Gypsum Co. or approved equal. All Joints shall recieve 3 coats of Joint treatment. Sand final WIITH I LAYER�" GYPSUM NTOITCHEN CEILING __ UP I ABOVE W z u--I coat to a uniform smooth surface. All walls, ceiling and Interior of closets to be taped and -L 1 I O B(OAKD ON EACH SIDE; USE -----� • Dampproof exterior of foundation wall with a bituminous coating; Foundation spackle 1, 3 coats, ready for paint. M1015TURE RESI5TANT BOARD IN 0 X G" HEADER POST I EXISTING BEDR OM z z excavation is not to be bacldilled prior to the installation of the floor framing. I I -- — I I ALL KITCHEN, BATH * MUDROOM AREAS CAMED TO FOOTING; i 1 � REMODELEDU • Insulation ratmgs and installation locations as Indicated on floor plans*sections U5E WONDERBOARD ON ALL AREA5 WRAP FIN15H *HANG PLUMBING * HVAC NOTES: o6a 9 TCO RECIEVETILE STAIR BANISTER i� z -J 9 • Walls common to garage and house to have a layer of 8"fire rated gypsum board at i,� _ L ALL EXTERIOR DOOR it WINDOW In • All plumbing work shall be done by a duly licensed plumber and must conform and adhere garage side with 5'-0°return on adjacent walls ceiling. Provide 2 layers of 8°fere rated HEADERS TO REMAIN WHERE POSSIBLE; �/I/2 EXISTING ELECTRICAL ij� ?� 8'-0 O ( J N to all New York State buddmg codes*saftey requirements. gypsum board on all engineered lumber as required by manufacturer speafications ANY NEW HEADIERS TO BE 2- 2"X 1 O" PANEL TO REMAIN _ �� r z �c j UNLESS OTHERWISE NOTED; MATCH I � > M • If wall plates or Joists are cut during the installation of plumbing fixtures or equipment • All bath*kitchen area walls and ceilings adjacent to wet areas to have water resistant EXISTING 5TRUG [JRE —i I I I O 1 ="n contractor must provide appropriate bracing to tie framing back togIX15TING FIRST FLOOR HEADER HEIGHT ether. drywall, and provide wonderboard for all areas set to recieve tile. TO REMAIN l N =l l 3- 1 18' LVL HEADER N • Baseboard heating is to be hot water and zoned. Plumbing contractor is to _ adequately size the system and place the baseboards in an unobstructive location m each room .. I, I. �I.FWSFi TO LR. C ILIN required to recieve heat. Minimum of one thermostat for each zone will be required. POST TO FOUNDATION, TYPICAL BOTH ENDS • Mechanical subcontractor Is responsible for adhering to all applicable codes and saftely requirements. EXISTING LIVING ROOM • HVAC subcontractor to fully coordinate system data *requirements with the EXPANDED THRU CLOSETS equipment supplier and to provide final system layout drawing and submit it to general contractor, owner and equipment supplier for final review approval. EXISTING C.J./C.T. N U TO REMAIN z WG V 17'_9" z EXISTING WINDO W TO REMAIN J m EXISTING FIREPLACE • >- z v O o Q U z A z z `E r SECTION � O ftR5T FLOOK PLAN - 1U OF NEW C) SCALE: 4" = I '—O" Ips{ �r PAGE: 8221 WINDOW AND DOOR SCHEDULE W 1 CW 14 CASEMENT G.8 7.2 10 4 25.9 -28.1 40 4 EGRESS W2 TW284G TILT WASH 5.03 8.98 to 4 25.9 -28.1 30 3 W3 AN3 1 AWNING 1.4 3.5 10 5 25.9 -34.7 35 5 2 LOCATED WITHIN STAIRWELL ROOF NOTE: RUNOFF NOTE: W4 A251 AWNING 1.1 3.2 10 5 25.9 -28.1 35 3 Z N ARCHITECTURAL ASPHALT GUTTERS CONTINUOUSLY AROUND; g W5 TW2432 TILT WASH 2.92 5.09 10 4 25.9 28.I 30 I O W WG C 1 zs CASEMENT 3.0 3.20 10 5 25.9 -34.7 40 I ROOFING WITH 15# FELT LEADER LOCATIONS AS PER N OVER 8' CDX PLYWOOD INSTALLER- ALL LEADERS DRAIN TO O O D I F1Mi3 1 G8 FRENCH WD.HINGED I G.1 I 10.96 20 5 24.7 -32.4 40 I SECTION WITH ICE*WEATHER SHIELD 6" 0 PVC PIPE TO NEW DRYWELLS. O D2 FW129G8 FRENCH WD.HINGED 4.02 9.20 10 4 25.9 28.1 40 1 /� @ PERIMETERS *VALLEYS RUNOFF CALCULATIONS: 1\ Z *FASCIA HEIGHTS AND 712 x .167 x 7.5 = 89 I gallons ALL WINDOWS TO BE ANDERSEN,400 SERIES,UNLESS OTHERWISE SPECIFIED zo'-s" SIDE OVERHANGS TO Requires (2) 4'-0"x 4'-0"rings(or equal) C9 WINDOWS TO BE WHITE EXTERIOR,PINE INTERIOR;WHITE CLASSIC SERIES HARDWARE;PROVIDE INSECT SCREENS FOR ALL WINDOWS - . - . MATCH EXISTING Z SIMULATED DIVIDED LIGHT GRILLES AS SHOWN ON ELEVATIONS;REMOVABLE INTERIOR I-T8'-2" 4'-O I/2" �' 8'-2" W Q 1- I lu KOM 1424240 LE WALLS t v I / p (Sj C) m LL CALCULATIONS FOR WINDOWS BASED UPON EXPOSU RE B D MUST HAVE DP UPGRADE KIT. P TCH G.. FL R OF / COEFFICIENT 1.0 WITH 120 mph BASIC WIND SPEED. AS PER E MEETS NY STATE EGRESS REQUIREMENTS 2"X 8" C.J. AS C.T. SHO W New D well - TABLE K 301.2(2)NEW YORK STATE BUILDING CODE. FOR HABITABLE SPACE. I ae 16" O.C. VINYL PA 4�_�" 0 X 4'-O" C14 CUSTOM GRILLES-SEE ELEVATIONS I _ I M zPTCH DWALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH REMOVEABLE 5/8"WOOD STRUCTURAL PANELS 3772068 !j7) B WITH MAXIMUM OF 8'-0"SPAN. FASTENERS FOR SPANS UP TO G'-O"SHALL BE 2 112-#8 WOOD SCREWS AT I G"O/C,FASTENERS N I U - FOR SPANS UP TO 8'-O"SHALL BE 2 1/2"-#8 AT 12"O/C. TABLE 301.2.1.2 I GLO)SET 2068 ? ai 18"LEDGE EHIND 12 n1 z O TILE FLOOR N MUDLOVE CA INET z O ABOVE ALL UNITS MUST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED,ANY MULLED UNITS MUST MEET OR EXCEED I 2' X, 8" K.R_ 6�V.I.F, Q 246 SUBrLOO�R I O D 0 > N 1.5 TIMES THE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE. ALL EXTERIOR @ 11 6" O.C. 2n X 8n R. REIFERTO SECTION R 609ING MUST MEET ASTM.1,4 ORALTEKNATIVEOPEN N99G TEST REQUIREMENTS G PROTEPEP CTIOYORK STATE RESIDENTIAL CONSTRUCTION CODE. (N. SITTING A A @ I`" 0" ICZ% o C"+7 w _- "GEILING HEI HT Q Z U ' ---------- ---------- *� Ln a O -- --- ----- m m 0 U ALTERNATIVE FOR OPENING PROTECTION Q i�668 ISO 1 I iii J . i= +2GG8 WALL LEGEND: WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/1 G"AND MAXIMUM PANEL SPAN OF 8'-O" ��SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS I I ISTIING K.K.TO SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. I W Il �l MAIN WALL TO REMAIN (REFER TO SECTION 1609.1.4 AND 1609.6.5 AND TABLE 1609.1.4) I ICA O L- 1 1 - ----- WALL TO BE REMOVED LNn TABLE I GO9. 1 .4 ! z < I I t ------ W N WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS I� "' EXISTING BEDP' �0 l �e W LLJ m PTCHED 1 1 7'-6"CEILING HEIGHT I NEW CONSTRUCTION: FA5TENERSPACING(INCHES) 2"X 4"STUD FRAME EXTERIOR WALL vl PANEL SPAN<21-2'-0"<PANEL 4'1<PANEL 6'-0"<PANEL 7 F R 15 INSULATION " %UG S/ W/ 5" PLYWOOD SHEATHING z Z IFA5TfNEP,TYT'E O" SPAN<4'-0" SPAN<G'-O" SPAN<8'-O" I I 1 1 ~ i715 -ff- I 8 N I 9.8%VQf I LAYER 2' GYPSUM z W 2 112" #G WOOD SCREWS I E 16 12 9 I n I BOARD ON INTERIOR; SIDING T,B.D. O - " �' IISTING BEDROOM 1 2 112" #8 WOOD sCREW5 1 G I G 1 G 1 2 I I I-- w I '777TtT 2"X 4"STUD FRAME PARTITIONSz 7"-6"CEILING HEIGHT I I I WITH I LAYER 2' GYPSUM U A.TH15TABLE 15 BASED ON A MAXIMUM WIND SPEED(3 SECOND GUST)OF 130 MPH AND MEAN ROOF I S/D1 1 ___ 2" 8" C.J. AS C.T. Q I BOARD ON EACH SIDE; USE i sQ.Fr. Ul HEIGHT OF 33'-O"OR LESS 7.5%LGHT I I I G" C _ B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. s.a�varr I r--- I @ c) MOISTURE RESISTANT BOARD BATH I i___ I I c9. � USE WONDERBOARD ON ALL AREAS = „ C. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO,THEY SHALL BE I I I I z I TO RECIEVE TILE O v J ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM WITHDRAWL CAPACITY OF 490 LBS. IS�TING R.R.TO I I U z REMAIN � ( ALL NEW HEADERS TO BE 2- 2"X 8" O O 1 I O UNLESS OTHERWISE NOTED;WINDOWS U - 1 r--- z_Lu ALONG SIDE WALLS TO MATCH HEIGHT x OF EXISTING m P TCH D O G'=8"' HDR.HEIGHT �\ 6'-8" HDR:HEI N EGPJE55W I 0• r W 1 EGRESS U \ / I REMAINEXISTING R.R TO I Lu z u I D00 L Q U z z z o U '�r SEC110N Lu OF SECOND ffLOOK PLAN OP SCALE: 4' = ] '-0" PAGE: 3822 �9GFESSI00\! 5 NAILING SCHEDULE - - - - - -- - NEW CONSTRUCTION 2001 53C HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL JOINT DE5CRIFTION NAIL QUALITY NAIL SPACING ROOF FRAMING- - -- -- - --- ----- -- - -- - - - - --- --- - - - -- - ALIGN RAFTER TO TOP PLATE _ TOE NAILED 8'-O WALL:3 8d -PER RAFTERlu - NEW 2"X I O" RIDGE W/ - - ---.. 10'-0"WALL:4-8d _PER RAFTER _ _ __ _ _ _ _ CEILING JOIST TO TOP PLATE TOE NAILED 8'O WALL:3-8d PEKJOIST SIMPSON CS20 CONNECTOR 0 10' "WALL:4-8d PERJOIST -_- EXISTING RIDGE TO REMAIN � -0 (TYP. ALL RAFTERS) CEILING JOIST TO PARALLEL RAFTER FACE NAILED SEE TABLE 3.7 EACH LAP -- 'FACE ---- -- � -- PAPP - -- - -PAPP -PAPP-- -- --- -----PAPP CEILING JOIST LAPS OVER PARTITIONS FACE NAILED 5EE TABLE 3.7 EACH LAP COLLAR TIE TO RAFTER _ _ FACE NAILED SEE TABLE 3.4 PER TIE _ __ _ 2"X 8" R,R, @ I G" O.C.; O Ir- BLOCKING O BLOCKING TO RAFTER _ TOE NAILED _ 2-8d EACH END -- - - - --- RIM BOARD TO RAFTER _ END ANAILED 2-1 Gd MATCH PITCH OF DIST.EACH END � z -- PAPP- -- -- -- --- R 22 R-22 INSULATION EXISTING 2"X 4"GABLE - WALL FRAMING 2- 2"X 8" HEADER END WALL TO REMAIN Q z TOP PLATE TO TOP PLATE FACE NAILED- _ 2-I Gd • PER FOOT - - - 5IMP50N C520 STRAPPING 2"X 8" GJ./ C.T. @ I G"O.C. .- PAPP- --- - ---PAPP-- ----- --- TOP PLATES AT INTERSECTIONS _ FACE NAILED 4-1 6d JOINTS-_EACH SIDE ---PAPP- -- ---- ---PAPP-- - - -- -- --- - -- PAPP-- .. STUD TO STUD _ _ _ FACE NAILED _ _ 2-_I Gd_ _ _ _ 24"O/C HEADER TO HEADER FACE NAILED I Gd I G"OIG ALONG EDGES -- EXISTING WALL PLATE z TOP OR BOTTOM PLATE TO STUD i END NAILED 2-1 Gd PER 2X4 STUD _--_ - _ - 2"X 4"STUD WALL -- --- - - - - -- - --- PAPP- -- --- - 3-1 Gd _ _ PER_2XG STUD -- - - -- 4-1 Gd PEP 2X8 STUD I G" O.C. W/ R-15 INSULATION - - - - - Q BOTTOM PLATE TO FLOOR JOIST. 8" CDX PLYWD. SHEATHING CLOSET 2"X 4" INTERIOR BANDJOIST.END JOIST.OR BLOCKING FACE NAILED 2-1 Gd '- PER FOOT BEDROOM W/ 'TYVEK HOUSE WRAP; STUD PARTITION2' GYPSUM BOARD `� N FLOOR FRAMING __-- SIDING AS PER OWNER JOIST TO SILL,TOP PLATE.OR GIRDER TOE NAILED 4-8d PER J015T TYPICAL ALL AREAS � BRIDGING TO JOIST TOE NAILED 2-8d EACH END BLOCKING TO JOIST TOE NAILED 2-8d EACH END NOTE. -- - --- - - - - - - -- - _ ALIGN FINISH FLOOR HEIGHTS DOUBLE JOIST EXISTING C ILIN R F BLOCKING TO SILL OR TOP PLATE TOE NAILED 3-1 Gd _ EACH BLOCK . - LEDGERSTRIPTOBFAM _ �FACENAILED _3-I Gd EACH JOIST _ _ _ _ _ + NEW WITH EXISTING UPS IN WP` STRUGTU TO MAI JOIST ON LEDGER TO BEAM 'TOE NAILED 3-8d PER JOIST _ - q" PLYWOOD SUDFLOOR OVER LIVI ROOM BAND J015T TO JOIST END NAILED 3-1 Gd PER JOI5T N . BAND JOIST TO SILL OR TOP PLATE TOE NAILED 2-1 Gd ____ _PER FO.OT_ _ _ N KI NEW 2"X 8" C.J. @ I G"O.C. --- PAPP --- --� - - ---- -- -' - PAPP - --- - ----- -- —' — R-22 EXISTING C.J.TO REMAIN -V ROOF SHEATHING BLOCKING BETWEEN 91 i L } cv PAPP SHEATHING - --STRUCTURALPANELS 2 Q 4'PERIMETER FDGF 7ONF- I G"O/C-G°AT PANEL EDGES JOISTS @ CANTELIEVER � I 8d AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD DR PE HEADER N 7n EXISTING DCTERIOR INTERIOR 7ONF-I G"O/C-G"AT PANEL EDGES AND 12-AT - 3- I 18 LVL HEADER _ z 8d INTERMEDIATE SUPPORTS IN THE PANEL FIELD O FLUSH TO TOP OF G.J. WALL TO REMAIN — FOR ROOF SHEATHING WITHIN 4'-0"OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4'-0"ON EACH 510E OF THE ROOF PEAK.THE 4'-O"PERIMETER 0 KITCHEN Ad- � C O EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. - - - FRIDGE N Q O CEILING SHEATHING _ - - - __ BATH EXPANDED LIVINGRM ED (9 � O GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD � BASE CABINETS -) p 9 1/2" WALL SHEATHING _ _ _ __ PAPP -- - -- --- --- - -'- - -- - -- - -- - PAPP-- - -- - --- - 5TKUGTURAL PANELS 8d 4'FDGF ZONE I G°O/C G"AT PANEL EDGES AND 12"AT I _INTERMEDIATE SUPPORTS M THE PANEL FIELD ALIGN 8d INTFRIOR ZONE I G"O/C-G"AT PANEL EDGES AND 12"AT 2"X G"ACQ SILL PLATE C9 INTERMEDIATE SUPPORTS IN THE PANEL FIELD _ OVER TERIMITE SH EI LD 4" PL O D BFO R -- - PAPP-- - - -- -- -- -- --- --- - -- FIBERBOARD PANELS 7/1 G" Gd 3 EDGE/G"FIELD OVER SILL SEAL; �hN �� �� �' 3- I -"X 7-" LVL IF ' PAPPPAPP-- _ 25/32" 8d __ 3 EDGE/G'FIELD- - ___ NEW 2 X 8 F.J. @ 116 - - - - -- PROVIDE SIMPSON CS20 N GYPSUM WALLBOARD _ 5_d COOLERS 7 EDGE/10"FIELD C�TOP C��D(ISTING Lr- IS) gd 4'FnaF70NF-16"O/C-6"AT PANEL EDGES AND 12"AT NEW 3-1 "X 74' LVL UNDER EXISTING GIRDER W CV HARDBOARD _ - INTERMEDIATE SUPPORT5IN THE PANEL FIELD BLOCKING TO CRAWL SPACE -_ - -- - EXISTING JOISTS—r 50NOTUBE EXISTING TO REMAIN - ---- -- - PAPP-- gd INTERIOR 76NF-16"O/C-6"AT PANEL EDGES AND 12°AT N G JO INTERMEDIATE SUPPORTS IN THE PANEL FIELD - g' DIAMETER ANCHOR BOLTS o ---- -- PAPP- - -- --- - ----- - -- - - W/ 7" MIN. DEPTH @ 48"O.C. - CRAWL SPACE #4 REBAR — • � C FLOOR SHEATHING PAPP- W/ MIN. 3"X3"x8' WASHER @ PLATE z v STRUCTURAL PANELS I"ORLE55 - 8d - G"EDGE/12"FIELD - _ - VERT. * H MEN — . Nailing requirements are based on wall sheathing nailed G orches O.C.at the panel edge. If wall sheathing is nailed 3 inches O.G.at the panel edge to obtain NEW 8" CONCRETE BLOCK VERT. HORZ. z higher shear capacities,nailing requirements for structural members shall be doubled.or alternate connectors,such as shear plates.shall be used to maintain the FOUNDATION WALL W/ "NOTE: CONCRETE PIER FTG5. SHALL BE NEW 10"50NOTUBE TO BIGFOOT z W — load path. O -- PAPP- - -- PC == 3,000 PSI @ 28 DAYS 24 FOOTING. INSTALL 1'-4"X 8" J. FTG.; PROV. z • When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to I_I Gd nail per foot.-- _ _ _ FOOTINGS SHALL BEAR ON 3'-0" BELOW GRADE, MINIMUM, -- 2-#4 REBAR IN FOOTING z • Corrosion resistant I 1 3a,3e roofin nails and I G a e sta les are rmitted.check IBC for additional requirements. UNDISTURBED 50IL WITHIN TYPICAL ALL LOCATIONS - --- -- - PAPP----- - - - -- - (TYPICAL ALL AREAS) — BEADING CAPACITY OF D1 .5 TIONS PER SQUARE FOOT DESIGN LOAD CALCULATIONS z — _ rte^ MINIMUM U NIFORMLY DISTRIBUTED LIVE LOADS(Ib5f) BUILDING SECTION "Allv EXTERIOR BALCONIES GO O O DECKS 40 SCALE: in = I'-0" U m X ATTICS WITHOUT STORAGE 30 0 ED ATTICS WITH STORAGE 40 0 ROOMS(OTHER THAN SLEEPING ROOMS) 40 SLEEPING KOOM5 30 CRITERIA FOR CALCULATION OF DEAD LOAD ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A. ARCHITECTURAL GRAPHIC STANDARDS U SNOW z GROUND SNOW LOAD 45 lbs. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ( 1� WEATHERING SEVERE v lC) SEISM IC FRO5T LINE DEPTH DESIGN CATEGORY 113 TERMITE MODERATE TO HEAVY W DECAY SLIGHT TO MODERATEI WINTER DE51GN TEM ) U P. I I m WIND � ICE SHIELD UNDER- A5 PERMANUFACTURER'S • WIND SPEED 120 mph LAYMENT REQUIRED SPECIFICATIONS/STATE CODE �c EXPOSURE CATEGORY 113 1 FLOOD HAZAKD5 U O } TABLE R30 I .G ALTERNATIVE FOR O OTECTION - Q U z PENT WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/1 G"AND MAXIMUM PANEL SPAN OF 8'-0" n ALLOWABLE DEFLECTION OF STRUCTURAL MEMEBERS SHALL BE PERM ITT ED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS - - --- - — PAPP ---- PAN E-— - -- - STRUCTURAL MEMBER ALLOWABLE DEFLECTION SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFERTO SECTION I GO9.1.4 AND I GO9.G.5 AND TABLE 1609.1.4) _ - - - - - - - -- - -- ----- --- - -- - - - - PAPP . . Rafters having slopes cjreater U 180 than 3/12 with no finished cellln TABLE I G09. I .4 OF W _ WIN DBORNE DEBRIS PROTECTION FAST_E_N_IN_G_SG_H EDULE FOR WOOD ST-RUCTURAL PANELS __ C) attached to rafters - - - - - - Interior walls artltlons H/180 FASTENER SPACING(INCHES) PANEL SPAN<2' 2'-0"<PANEL 4'-0"<PANEL G'-O"<PANEL Floors t pla5tered ceilings L/3GO FA5TENERTYPE O" SPAN<4'-0" SPAN<G'-0" SPAN<8'-0" All other structural memeber5 L/240 l� 2 I/2"#6 WOOD SCREWS I6 I6 12 9 l Exterior walls with pla5ter or H/3C0 PAGE: stuccofinish 21/2"#8 WOOD 5GREW5 IG IG 16 12 Exterior walls - wind loads with L/240 A.THISTABLE 15 BASED ON A MAXIMUM WIND SPEED(3 SECOND GUST)OF 130 MPH AND MEAN ROOF brittle finishes HEIGHT OF 33 O'OR LESS - _ - __ ___ O S101A l B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL., Exterior walls - wind loads with L/I 20 C. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO.THEY SHALLBE ATTACHED UTILIZINGVIBRATION RESISTANT ANCHORS HAVING A MINIMUM WITH DRAWL . ------- - -- -- - - - -PAPP ---- - - - -- - flexlble fml5hes CAPACITY OF 400 LBS. NEW 2"X 10" RIDGE W/ 51MP50N C520 CONNECTOR (TYP. ALL RAFTERS) 2-2' G.B.THRU C.T. * R.R. (TYPICAL ARCHITECTURAL ASPHALT \6*0. G BOTH ENDS) nl ROOFING WITH 15#FELT @ +� OZ OVER 8' CDX PLYWOOD a�� 0 Fv- WITH ICE*WEATHERSHIELD 2@�� R 22 @ PERJMETERS VALLEYS - 2"X 8" G.J./G.T. @ I G"O.C. O MATCH EXISTING PLATE Q z R-22 INSULATION VENTED HEIGHTS BAFFLES BETWEEN (RAFTERS YP5UM BO z_ FASCIA AND SOFFIIfS TO I o' (CAL ALL A J w ALIGN NEW WITH EXISTING o v Qo }BATH HL2 X 4 STUD WALL@ 5IMP50N H7 0 0 o mI G" O.C. W/ R,15 INSULATION CONNECTOR C9 4 6' CDX PLYWD. SHEATHING be room be room W/rryvEK HOUSE WRAP; SIDING AS FEKOWNER BUILD OUT WALL BEHINDc� TOILET; CABINET ABOVE R-22 2" 8" .J. @ I G" O.C. 3- 2"x 10" ACQ HEADER BLOCKING BETWEEN PROVIDE SIMPSON JOISTS @ CANTELIEVEK C51 G STRAPPING L 10" SQUARE HB*G o obi 2' MOISTURE RESISTANT PERMACAST COLUMN = z 2- 2"X 10" HEADS GYPSUM BOARD SIMP50N C520 STRAPPING N v — 6'-8" HEADER HEIGHT BATH LAUNDRY MUDROOM `s' O 2"X G"ACID SILL PLATE RAFTER OVERTERIMITE SHIEILD 4° PLYWO0 UBFLOOR C9 NOTCHED RAFTER OVER SILL SEAL; 8" O.J. K N IN N — RAFTER AFTER R RIDGE PROVIDE SIMPSONI C520 @ 1 .G. RIDGE TOP PLATE W/ LPT4 CONNECTO R-19 INSULATION ^n// ' l..L In TOP PLATE DOUBLE JOISTS UNDER cV WALL STUD WALL STUD 8' DIAMETER ANCH OK BOLTS CRAWL SPACE ALL PARTITIONS RUNNING W/ 7" MIN. DEPTH 1@ 48"O.C. PARALLEL(TYPICAL) o NEW 1 O"50NOTUBE TO BIGFOOT � Z TYPICAL RIDGE BEAM TO RAFTER STRAPPING TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION W/ MIN. 3'%3'45"WASHER @ PLATE 24 FOOTING. INSTALL TYPICAL RIDGE TO RAFTER STRAPPING 2" POURED CONCRETE 3'-O" BELOW GRADE, MINIMUM, (( nn • RAT SLAB THRU ALL TYPICAL ALL NEW LOCATIONS V NEW 8"CONCRETE BLOCK AREAS, EXIST. t NEW z Z FOUNDATION WALL W/ z W 1'-4"X 8" d. FTG.; fPROV. O 2ND.FLOOR WALL STUD KING STUDS 2-#4 REBAR IN FOOTING Z z (TYPICAL ALL AREAS) � z 2ND.FLOOR PLATE CRIPPLE STUD U - WORD JOIST R 1 WOOD J015T SU13FLOOP 1 RIM BOARD HEADER BUILDING S ECT I O N 111311 BLOCKING JOIST HANGER Z J � GIRDER/HEADER I ST.FLOOR TOP PLATES JACK STUDS WOOD GIRDER WOOD JOIST SCALE: 4" I ST FLOOR WALL STUD O TYPICAL HEADER CONNECTION —� Z O JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDERMFADER O 4"0 ROOF VENT U m TYPICAL MULTI-STORY CONNECTIONS ROOF METAL HOLD- WALL STUD O DOWN STRAP 4 ft- BOTTOM PLATE 38-1 Gd SINKER SUB FLOOR NAILS AS PER __�3-2"X4"WD STUD WALL STUD DOU13LEJ015T I5T.FLOOR WALL STUD MANUFACTURER p CORNERlYP. BOTTOM PLATExNtID p�md 2"X4"SILL BATHTUB DOUBLE JOIST I5T.FLOORPLATE PLATE ATTIC BATH 2 5UBFLOOR RIM JOIST TYP. RELOCATED RIM BOARD DBL.SILL PLATE DOUBLE JOIST FOR NON-BEARING WALLS DOUBLE SILL PLATE (I)#4 REBAR IN ANCHOR BOLT SHEAR GONE-MIN. 1 1/4 1Lr2l DOUBLE JOIST FOR UNDER A BATHTUB FOUNDATION WALL 12"LENGTH U PROVIDE 1/2"SPACING 30"MIN. FOUNDATION Z BETWEEN THE END STUD REBAR LENGTH WALL TYP.AND THE 2 OTHER STUDS 112"MIN. FOR ALLOWING CONNECT CORNER STUD FROM CORNER SILL GASKET HOLDDOWN INSTALLATION TO TRANSFER SHEAR I ST.FLOOR TO FOUNDATION CONNECTIONS V FASTEN WITH(2)1 C SECOND FLOOR � Z m TERMITE SHIELD COMMON NAILS @ G"O.C. METAL HOLD-DOWN/UPLIFT ANCHOR 1 1/4 3 W DBL.SILL PLATES O SIDEWALL C.O. (TO OVERLAP JOINTS) ENDWALL 4 FOUNDATION WALL KITCHEN BATH I LAUNDRY J m SHEAR WALL CORNER CONNECTION WIND RESISTANT CONSTRUCTION CONNECTORS EXISTING RELOCATED NEW 3" Q SILL PLATES TO FOUNDATION ANCHORING CONNECTION LOCATION: PART NUMBER: NOTES: 11/a F.A.I. • 1 1r4 4 \ _ Z RIDGE-TO-RAFTERS C520 @ 21" APPLY TO EACH PAIR OF RAFTERS 1 i/a 1 114 1 irz r/�\ o ON DETAILS WIND LOAD PATH CONNECTION DETAILS RAFTER TO-WALL H7 APPLY TO EACH RAFTER D.W. SINK � � W M U } CONSTRUCT( z U z NOT TO SCALE APPLY TO EACH RAFTER Q RAFTER-TO-PLATE H8 or H2.5 FIRST FLOORZ z 5 ' ^ O 3 PLATE-TO-WALL STUD C520 @ 18" APPLY TO EACH WALL STUD 2 1 Ira 3 _ C.O 3 4 2 TO SUFFOLK COUNTY V J (n 2ND. FLOOR WALL-TO-I ST. FLOOR WALL LFTA or C520 @ 3G" APPLY TO EACH WALL STUD 4 — DEPT.OF HEALTH v 1 Tc SERVICES APPROVED W HEADER-TO-JACK STUD C520 @ 12" APPLY TO EACH JACK STUD HOUSE SANITARY SYSTEM. Q EACH CKPPLE STUD TRAP H3 APPLY TO EAf CRIPPLE STUD-TO-HEADER BASEMENT � ►,' SHEAR WALL HOLDDOWN ANCHOR 55TB 16 APPLY TO EACH 51DEWALL END WRAP UNDER DOUBLE SILL PLATE 15T. FLOOR UNDER SILL PLATE C520 (USE WITH 3" SQUARE WASHERS) � SLOPE" 1/41, PER FOOT PITCH TO +" PAGE: USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. DRAIN FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. PLUMBING RI S I 2\ DIAGRAM / 8221 NOT TO SCALE O' 3S101A DUNN N Lu O C) — a/ Oz H Lu Lu —j _z w QN o►- m N L O O LO O m m D-- - N L.L Ln WN W W m EXISTING GARAGE I Z U - z Z W I W _ � z z z U — SITE PLAN �s 20, 5,,, z z SCALE: 3 ', = = D b 32 _ J Q ZL /^ L SCTM: 1000-G7-2- 1 ! 5'-O" �I �,�,� z �, Information taken from Q O m survey dated August 3 I , 1 998 —r4'-1 112°— U PROPOSED NEW o PROPERTY AREAS: 2 STORY ADDITION °- Existing Lot area: 6,79856[.ft. House (existing): 640 sq.ft Garage (existing): 2GO sq.ft. Total existing areas: 900 sq.ft. Existing lot coverage: 13.2% U Proposed addition: 149 sq.ft. Total Areas: 1049 sq.ft. EXISTING 2 STORY Z HOUSE TO REMAIN TOTAL LOT COVERAGE: 15.4% W z EXISTING I STORY J AREA OF HOUSE C) • TO REMAIN z o O } Q U z z z Q W OF D r PAGE: �s82'L� qG SSIOAP'� 5 ite