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HomeMy WebLinkAbout42917-Z �o�gUfrF01,�COGy Town of Southold 6/15/2020 P.O.Bog 1179 a - 53095 Main Rd oy��lt Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41175 Date: 6/15/2020 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 80 Glenn Rd, Southold SCTM#: 473889 Sec/Block/Lot: 78.-2-11.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore fated in this office dated 7/26/2018 pursuant to which Building Permit No. 42917 dated 8/3/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: addition to an existing one family dwelling as applied for. The certificate is issued to Brittman,Joseph&Elizabeth of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF BEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42917 6/10/2020 PLUMBERS CERTIFICATION DATED 2/6/2020 Collins A ' d ignature 4�Sv2 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42917 Date: 8/3/2018 Permission is hereby granted to: Brittman, Joseph & Elizabeth 23 Jerome St Smithtown, NY 11787 To: make additions and alterations to an existing single family dwelling as applied for for DEC and Trustee approvals. At premises located at: 80 Glenn Rd, Southold SCTM # 473889 Sec/Block/Lot# 78.-2-11.3 Pursuant to application dated 7/26/2018 and approved by the Building Inspector. To expire on 2/2/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $350.00 CO -ADDITION TO DWELLING $50.00 Total: $400.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Departinent with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines,streets,and unusual natural or topographic features- 2. Final Approval from Health Dept.of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. c2 - P,-2 010 0 New Construction: Old or Pre-existinguilding: (check one) Location of Property: ® House No. Cp Street Hamlet Owner or Owners of Property: �� A L1 1 � � BR=1 TTMe ) Suffolk County Tax Map No 1000, Section Block ® � Lot J o 3 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ p 1 ant Signature Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.deviin(aD-town.southold.ny.us Southold,NY 11971-0959 ®laCOO, � BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Joseph Brittman Address: 80 Glenn Rd City Southold St. Ny zip. 11971 Budding Permit#. 42917 Section- 78 Block 2 Lot 11.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA. Varsity Electrical Contracting License No: 38511-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 Hot Tub Addition X Survey X Attic Garage INVENTORY Service 1 ph X Heat Gas Duplec Recpt 15 Ceding Fixtures 3 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures Smoke Detectors Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures 36 CO2 Detectors Sub Panel A/C Blower Range Recpt 40A Ceding Fan 1 Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 15 4'LED Exit Fixtures Pump Other Equipment Hood, Oven, Gas Oven, Fridge, DW Notes. Inspector Signature: �— / Date: June 10, 2020 S Devlin-Cert Electrical Compliance Form.xls d Town Hall Annex Telephone(631)765-1802 54375 Main Road ;I 1Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 " BUILDING DEPARTMENT TOWN OF SOUTHOLD -' "A F E g - 6 2020 CERTIFICAT-IO-N Date: /Cz Building Permit No._ 9,1 7 Owner: le a print) Plumber: ease print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. lumbers Signature) h Sworn to before me this day of Y --' 20-2-0 i WA Notary Public, (�1C`ounty. TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2pAoZ. ho�aOF 50Ulyo� # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [%I/FOUNDATION IST [ ] ROUGH PLEG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMA I, ' 1 0, f l/lJl lb� DATE D INSPECTOR Y �Of SOUIyo # * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ® v •� DATE INSPECTOR 7 { J �41 oe souryolo # TOWN OF SOUTHOLD BUILDING DEPT. courm,N�' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Y�Dfkl DATE lv INSPECTOR OE SOUI'yo� * # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION ". [ ] FOUNDATION 1ST [ ] ROUGH PLBG. Z q I "7 [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE I 4 f INSPECTORV SOF 50UTy # # TOWN OF SOUTHOLD BUILDING DEPT. cout®ril 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] WUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FI AFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E CTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: an o4t/ Co ,� a, WbL VNM - U� DATE INSPECTOR 0fS001 -� 4 * # TOWN O SOUTHOLD BUILDING DEPT. `ycourm tip' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ]. FOUNDATION 2ND T ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [° ] FIRE'SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT'PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: "IDJ A I 4/-O�e—A6,1 wea/ 4lA,�;-cAeo1 ,Sc DATE z . !D 20 INSPECTOR Y `loo, %Of SOUI,�° h� �O * # TOWN OF SOUTHOLD BUILDING DEPT 765-1802 _ INSPECTION = [ ] FOUNDATION 1ST , [ ]- ROUGH PLBG. [ ] FOUNDATION 2ND [AYWS " [ ] FRAMING /STRAPPING [ FINAL FIREPLACE,& CHIMNEY [ ] FIRE SAFETY-INSPECTION - [ ] FIRE RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMA_ RKS: (9L44n .�oh� DATE INSPECTOR J.P.HUNTER ENTERPRISES, INC. HUNTER INSULATION■ HUNTER HARDWOOD FLOORING 675 Elton Street,Riverhead,NY 11901 (631)283-4120 fax(631)283-4163 January 28, 2019- _ RE: 80 Glenn Rd Southold To Whom It May Concern, This it to certify the above mentioned property was insulated as follows: Insulate 2 x 10 slope ceilingw th 5 %" R-21 unfaced fiberglass and 4" R-28 closed cell foam. Insulate crawl space with 9" R-30 reversed, secured with tigers teeth. Fire caulk all penetrations as per code. 2" 21b density foam at all 2 x 6 exterior walls with 3 %" unfaced fiberglass batts for a tota I of R-25. Low expansion foam at windows and doors.. +/- 12" open cell foam at roof line R-49. Sincerely, Kenneth grauner c �-nELD INSPECTION REPORT DATE COMMENTS FOUNDATION (IST) H 'FOUNDATION (2ND) t4 K4 C� 1 _q ROUGH FRAMING& PLUMBING y INSULATION PER N.Y-. STATE ENERGY CODE f it FINAL j • A ✓J ADDITIONAL COMMENTS IS, c212A — 3 4 L 2., CGS e rn 1f 0 d b H i 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 Southoldtownny.gov PERMIT NO. Z-`1 Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Truss Identification Form Storm-Water Assessment Form tt c/ Contact: Approved ,20 1 Y Mail to: Disapproved a/c Phone: 3l 7- Expiration -Expiration ,20 • ,Building Inspector D D 2 PPLICATION FOR BUILDING PERMIT :FEB 1 010 Date a- 3 , 20�INSTRUCTIONSD completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 IN ll sets of p � p o p an o 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.- - equired:- 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 e 1 e laws, ordinances,buildingcode housing code, and regulations, and to admit authorized i� ssewilsysil ding for necessary inspections. JUL 2 6 2018 ZD (S gn ture of applicant or name,if a corporation) BIMDING DEPT. �6 , J TOPIAW CrN SZOT.77HO)LD (Mailing address of applicant) 1178'7 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ® W Name of owner of premises © I=' _ � 1 & (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate`dfficer) 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: House Number Street _ . Hamlet County Tax Map No. 1000 Section -78 Block O�' ' ` Lot / '� Subdivision Filed Map No.A700 --•7h=®.2 Lot /// S 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy R ES P QkJ TJ 6 L— b. Intended use and occupancy R es I Z)O- Li 'f,I L-, 3. Nature of work (check which applicable): New Building Addition v Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee \ (To be paid on-filing this'iapplidation) 5. If dwelling;-number of dwelling units Number of dwelling,units o• dach floor ,, If garage, nu �r 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 �'y� Rear Depth .Height "'-.Number of Stories" Dimensions of same structure with,alterations or additions:-Front Rear Depth -- _Height\ Number of Stories 8. Dimensions of entire new construction: Fron\� Rear Height Number of Stories ' ' ` `j - �` =-� 4��j { 9. Size of lot: Front Rear \ Depth c.:�,, 10. Date of Purch�se Name of Former Owner 66.,l>'s_. 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 jZWill excess fill be removed from premises? YES NO 14. Names of Owner of premisespSoq, zAetnA �� �Pre � • . h���o �/ 6 S7-3oa.o Name of Architect PpsPISn�� 20 r.�/J Address 1Y1 �/ onLe 6 02e-3 3 6_"� Name of Contractor � ;�0� r phapq3 Address ///`� `�2E'4`'�' Phone No. 76 5_2-7-3-3-36! 15 a. Is this property within 100 feet of a tidal wetland ora freshwater wetland? *YES `/ NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS AY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES !/ NO IF YES D.E.C. PERMITS MAY BE REQUIRED. 'sem-.-p; �••�,-ti; 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 top graphical'data on survey. 18. Are there any covenants and restrictions with�respect to this property? * YES a'-.NO'"✓ ' * IF YES, PROVIDE A COPY. �" _'• ' STATE OF N YORK) COUNT 7L�, a S being duly sworn, deposes and says that(s)he is the applicant (Name o dividuals' g contract) above named, (S)He is the W VL e—r (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to performzor--Im ' foSin ��- � to make and file this application; that all statements contained in this application are true t the blies y u 1% f� d belie and that the work will be performed in the manner set forth in the application filed'therewol r u is• tate o 5 ew ork • N0.01C062441�3 Qualified in Suffolk County Sw t efor me this �y ComRmissio xp_ires Jul 5, 2019 ay of 0 � g otary Public Signature of Applicant r Michael J. Domino,President ��0f SOUTy� Town Hall Annex John M.Bredemeyer III,Vice-President ,`O 54375 Route l0 P.O.Box 11799 Glenn Goldsmith Southold,New York 11971 A. Nicholas Krupski G Q Telephone (631) 765-1892 Greg Williams O Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 9180A Date of Receipt of Application: February 15, 2018 Applicant: Joseph & Elizabeth Brittman SCTM#: 1000-78-2-11.3 Project Location: 80 Glenn Road, Southold Date of Resolution/Issuance: March 23, 2018 Date of Expiration: March 23, 2020 Reviewed by: Board of Trustees Project Description: To construct a 380sq.ft. addition onto the landward side of existing dwelling. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the survey prepared by Nathan Taft Corwin, III Land Surveyor, dated February 3, 2018, and stamped approved on March 23, 2018. Special Conditions: None. Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. Michael J. Domino, President Board of Trustees Lf�,a r-7 fbn 4+ma,4n Glenn Goldsmith,President *1 SU(/ry Town Hall Annex Michael J.Domino,Vice-President ,`O� ��� 54375 Route 25 P.O. Box 1179 John M. Bredemeyer III Southold,New York 11971 A.Nicholas Krupski G Telephone(631) 765-1892 Greg�V�ill�ams ' �� Fax(631) 765-6641 1' F E 9 m 6 2020 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1675C Date: January 21, 2020 THIS CERTIFIES that the construction of a 380sq.ft. addition onto the landward side of existing dwelling; At 80 Glenn Road, Southold Suffolk County Tax Map #1000-78-2-11.3 Conforms to the application for a Trustees Permit heretofore filed,in this office Dated February 15, 2018 pursuant to which Trustees Administrative Permit#9180A Dated March 23, 2018, was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of a 380sq.ft. addition onto the landward side of existing dwelling_ The certificate is issued to Joseph&Elizabeth Brittman owners of the aforesaid property. 'V& 4�" Authorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-01877 PERMIT Under the Environmental Conservation Law CL Permittee and Facility Information Permit Issued To: Facility: JOSEPH BRITTMAN BRITTMAN PROPERTY 23 JEROME ST 80 GLENN RD SMITHTOWN,NY 11787 SOUTHOLD,NY 11971 (516) 757-8284 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 715.524 NYTM-N: 4547.083 Latitude: 41°02'47.3" Longitude: 72°26'08.4" Project Location: 80 GLENN RD., SOUTHOLD SCTM# 1000-78-02-11.3 WEST CREEK Authorized Activity: Construct a 380 square foot addition to the single family dwelling. Install a drywell for the new roof run-off. All work must be in accordance with the plan prepared by Nathan Taft Corwin III last revised 6/22/2018 and stamped NYSDEC approved 7/17/2018. Permit Authorizations Tidal Wetlands-Under Article 25 Permit ID 1-4738-01877/00011 New Permit Effective Date: 7/17/2018 Expiration Date: 7/16/2023 NYSDEC Approval By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator: SUSAN ACKERMAN, Deputy Regional Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ St ny rook150 Circle Rd Stony Brook 11790 -3409 Authorized Signature: Date / /10 Yb Distribution List Bureau of Marine Habitat Protection File Page 1 of 5 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-01877 Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 2. Notice of Commencement At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project,the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 3. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Nathan Taft Corwin III last revised 6/22/2018 and stamped NYSDEC approved 7/17/2018. 4. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely iemoved from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 5. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 6. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. 7. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation(grasses, etc.) immediately following project completion or prior to permit expiration, whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season,then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 8. No Unauthorized Fill No fill or backfill is authorized by this permit without further written approval from the department(permit, modification, amendment). Page 2 of 5 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 'RWAW Facility DEC ID 1-4738-01877 9. Long-term Plant Survival The 15 foot wide buffer shall be planted with American Beach Grass and Rosa Rugosa and the permittee shall ensure a minimum of 85% survival of plantings by the end of five growing seasons. If this goal is not met,the permit holder shall re-evaluate the restoration project in order to determine how to meet the mitigation goal and submit plans to be approved by the office of Marine Habitat Protection NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY 11790 -3409 10. Install,Maintain Erosion Controls Necessary erosion control measures, i.e., straw bales, silt fencing, etc., are to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good and functional condition until thick vegetative cover is established. 11. Runoff Directed to Upland Drywells Roof runoff shall be directed to drywells a minimum of 100 linear feet landward of the tidal wetland boundary for immediate on-site recharge. 12. Contain Exposed,Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains(or other NYSDEC approved devices)placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 13. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. 14. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit,the structure,fill, excavation, or other modification of the watercourse hereby authorized shall not be completed,the owners, shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse.. No claim shall be made against the State of New York on account of any such removal or alteration. 15. State May Require Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not been completed,the applicant shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require,remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. Page 3 of 5 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION lqw Facility DEC ID 1-4738-01877 16. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings,paints, concrete, leachate or any other environmentally deleterious materials associated with the project. GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions,must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal,modification or transfer granted by the Depaftment must be in writing. Submission of applications for permit renewal,modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790-3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration .for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; Page 4 of 5 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 'Raw Facility DEC ID 1-4738-01877 c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC")for all claims, suits, actions, and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This'indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Page 5 of 5 Scott A. Russell ,�d° '� S'7C'ORMWATEIL SUPERVISOR MANAGEMENTSOUMOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEWYORK 11971 Town of Southold O,f CEL4MR 236 - STORMWATER MANAGEMENT WORK SHEET J U L 2 6 2 0 Tg (TO BE COMPLETED BY THE APPLICANT) ------ DOES THIS PROdECr INVOLVE ANY OF THE FOL LOWI YCr i Yes No (CHECK ALL THAT AMY) F IEE :p ® A. Clearing, grubbing, grading or stripping of.land which affects more than 5,000 square feet of ground surface. ❑Eff B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ -C. Site preparation on slopes which exceed 10 feet vertical rise to ! 100 feet of horizontal distance. VjE1 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area ❑® E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. 4 Od F. Installation of new or resurfaced impervious surfaces of 1,000 square i feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes ; in-kind replacement of impervious surfaces. N you answered NO to all of the questions above,STOP! Complete the Applicant section below with your Name, Signature,Contact Information,Date&County Tag Map Number! Chapter 236 does not apply to your project. If you answered TO to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department wit. your Building Permit Application. i APPLICANT-fPropk�ty Owner,n=iom l Agent,Contract,otter); S.0 T.M. '`- 1000 race obr d ;j NAME R �++� iE Section Block Lot FOR BUILDING DEPARTMENT USE ONLY 11 coag rnfotmattoa l , © ,,g� ,i hs- - - - - - - - - - - - - - - - - - ReviewedB ` � Date ! Property Address/Location of Construction Work - — — — — — — — — — — — — — — — — — 0 G�e,n Approved for processing Building Permit. IE Stormwater Management Control Plan Not Required. r1�?� - - - - - - - - - - - - - - York, - - Stormwater Management Control Plan is Required. E (Forward to Engineering Department for Review) -------------— : FORM * SMCP-TOS MAY 2014 APPLICANT: S.C.T.M.": 1000 CHAPTER 236 . (Prapetty ORnet,Deeipa Pearse wW,Apert,CentmW.Otha) c —tea— OO�Q+t Stormwater Management Control Plan CHECK LIST NAME: ` X11on Block Lot S M C P -Platt Requirements: Provide ONE copy of the Building Permit Application. ` Date: ale The applicant must provide a Complete Explanation and/or Reason for not providing Z L / all Information that has been Required by the following Checklistl gnatare ae 1. A Site Plan drawn to scale Not Less that 60'to the inch MUSTYE If You answered No or NA to any Item,Please Provide Justification Here! . show all of the following items: NO NA If you need additional room for explanations,Please Provide additional Paper. a. Location&Description of Property Boundaries 271= b. Total Site Acreage. c. Existing-Natural&Man Made Features within 500 L.P. 11 es Lot- C of the Site Boundary as required by§236-mcm. d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 2018 e. Limits of Clearing&Area of Proposed Land Disturbance. f. Existing&Proposed Contours of the Site (Minimum 2 Intervals) 5 i e- i' re-[, iVC a., re g. Location of all existing&proposed structures,roads, driveways,sidewalks,drainage improvements&utilities. E)RAAGF MOLD h. Spot Grades&Finish Floor Elevations for all existing& proposed structures. I. Location of proposed Swimming Pool and discharge ring. Backtill, UK Provitle Engineer's em tification j. Location of proposed Soil Stockpile Areas. the drainage has been installecl to Code. k. Location of proposed Construction Entrance/Staging Area(s). 1.'Location of proposed concrete washout area(s). m: ca Lotion or all proposed croston&sediment control measures. Shall include but nM be limited to: 2. Stormwater Management Control Plan must Include Calculations showing that the stormwater Improvements are sized to capture,store,and infiltrate A well maintained Construction Entrance, on-site the run-off from all Impervious surfaces generated by a two(7)inch Wire k Silt Fencing. rainfall/storm event. Seeding of exposed @Rd/Gr inar;tivee W-116- 3. Details&Sectional Di swings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. 71177-1- b. Construction Entrance&Site Access. V i e r n z rl!✓Na c. Inlet Drainage Structures(e.g.catch basins,trench drains,etc.) d. Leaching Structures(e. .infiltration basins,swale etc.) • **"*FOR ENGINEER IN EPART SE ONLEl Y Additional Information is Required. li i' Reviewed& Stormwater Management Control Plan is Not Complete. it Approved By: — — — — — — — — — — — — — -- - — — — — — — - - ;; Stortnwater Management Control Plan is Complete. Date: 7 ® SMCP has been a_pproved by the Engineering Department. !� FORM * SWCP eck List-TOS MAY 2014 SUFF0Q-Co cr BUILDING DEPARTMENT-Electrical Inspector r �o. TOWN OF SOUTHOIL _ w } Town Hall Annex- 5375 Main Ro 9-?4x�- Telephone Southold New York 1197 59 D(631) 765-1802 - FAX ) 76 5� „ CO 4 2018 roger.rictiert Ca town.soutliold.ny.us APPLICATION FOR ELECTRICAL INSPECTION 7'' al-N G` TOWN QE SOME LD REQUESTED BY: Date: Company Name: -a>inl 2!�(-- 2c aL I �12G lfY✓G j�v�: Name: Cay �.,.�� (/1.. ..10t--;� License No.: ars 11 `In Eemail: Address: ,n-,&vr s i t- j,— t S&,,? Phone No.: JOB SITE INFORMATION: (All Information Required) Name: Address: _4 Cross Street: M /I- _ Phone No.: JOCI"7 -3 D Z'0 _ Bidg.Permit#: email: 2I17VVW a,C-- NGT Tax Maty District: 9000 Section: Block: 'Z Lot: J o3 BRIEF DESCRIPTION OF WORK(Please Print Clearly) tjF, 'F- rat✓ Circle All That Apply: Is job ready for Inspection?: 01 NOou h Final Do you need a Temp Certificate?: YES / l0 Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size:--` _A #Meters_ Old Meter# New Service- Fire Reconnect- Flood Reconnect-Service Reconnected - Underground-Overhead ;,' Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form xls o�SUFFO(,A-�oG Town Hall Annex �� y Telephone(631)765-1802 54375 Main Road o �[ Fax(631)765-9502 P_ O. Box 1179 x _ ---"--Soathold;NY-1'1'971=0959 X01 � Sao -- - - -BUILDING-DE-PAR-T-MENT - ---- NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Datq: Owner: T-EL at3ei-l'1 i-✓V Location of Properly: r l o U - 4 J (q - Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will'utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (rc�appli�ebleline� Floor'framing, including girders and beams (F) Roof framing (R) V Floor an roof framing (FR) Signature: Name (person submittin his form): 30SOD44PL Capacity heck applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 `\ i - I� ry1 •x„r+�r"L =-'1,'R{.{S'j ""LL� �"'�r frZ cwt • � r xsd xss4 �Ytt 'f �u �,'ti;+ LC- t ti �YY"��•r� �^' yid r.1��yr �'+. c it}[��ssMt� ,t�� St LCt €i t^• " f S "fie 4FYia+r3'.'� +" S Y ♦ •3;' r� e2� a el-.•,��^»yro�' S Zvi v�. .1Wyt..,iae; �+.''; r 1 shy- -s 'nCxe•.�., :-mg t,a rr l A 3`+.•s-r• t -7. f �^'�.✓ �f 4r" 4 � , �Jr�#t-e .� r �,�ursf^�n { � t „ t�+,�',�Y+ .+ �Y � -c w.-Ls� �,t�, 't�- �° d�i�2`S'3�Lr ,r F•r� ,., E.N- `.�'' .v. Irs, ar'n •a. �'+r5+:'c�"'r'c` z. i= °�ci i 4`� �F.+"t�: �•ti��t•t"�Y�tay4'-,�y.'�wa Y2l,r�nt 4,K, R�'C`1 Jt $��'�r t} {'t2;t*.:' � �x�`„j. k-, MKS ITWC kill Y'`•t+}c ry „ 4x t'i't�IY3 .�F f-f �+..#9'?ts. '•"� �iir ,i' '.tee ..x,:. `,'1��`��r � ,.. �J"�"q,�,S•,5�Ki{c"�-,�{;..*' i :� .: �:�`' 7 Ire+ r •t'' ;ij� k,,,t" J • fi� �� !,f a5ti I t - v � I. t F 1 1 a w .� MAP OF �'�3T CREEK ESTATES FILE NO. 3848 FILED ON AUGUST 19, 1963 SITUATED AT EAYYVIEW TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-78-02-11 .3 SCALE 1 "=30' NOVEMBER 9, 2004 SEPTEMBER 14,, 2006 ADDED FLAGGED WETLAND LINE OCTOBER 23, 2011 ADD PROPOSED GARAGE DECEMBER 9, 2011 RELOCATED PROPOSED GARAGE DECEMBER 20, 2011 REVISE 15' BUFFER DECEMBER 28, 2011 REVISE PER ZBA COMMENTS APRIL 24, 2012 ADDED PROPOSED PATIO & DRIVEWAY MAY 5, 2012 LOCATE NEW GARAGE FOOTING DECEMBER 9, 2017 ADD PROPOSED ADDITION FEBRUARY 3, 2018 STORMWATER PLAN BUILDING COVERAGE DATA (OVER UPLAND AREA) DESCRIPTION AREA X LOT COVERAGE WETLAND AREA = 6,430 148 at ac. HOUSE 2,520 sq. ft. 8.7% UPLAND AREA = 29,073 sq, ft. 0.667 ac. DECK 375 Is q. ft. 1.3X TOTAL LOT AREA = 35,503 sq. ft. BALCONY 48 sq. ft. 0.1X 0.815 ac. GARAGE 864 sq. ft. 3.0% PROPOSED ADDITION 380 sq. ft. 1.3% TOTAL 4,187 sq. ft. 14.4%. NOTES: 1. ELEVATIONS ARE REFERENCED TO NAVD 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: 10.0 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD-INSURANCE RATE MAP No. 36103CO166 H ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ZONE X: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 11% ANNUAL CHANCE FLOOD. GARAGE ROOF DRAINAGE CALCUTATIDNS• PROP. ADDITION AREA: 380 sq. ft. 380 sq. ft. X 0.33 = 65 cu. ft. 65 cu. ft. / 42.2 = 1.5 vertical ft. of 8' dia. leaching pool required PROVIDE (1 ) 8' dia. X 2' high STORM DRAIN POOL TYPICAL STORMWATER UNIT (TOPS TO BE TRAFFIC BEARING) (NOT TO SCALE) 6'THICK REINFORCED GONG. COVER FINISHED GRADE S"TRAFFIC BEARING SLAB 1'-0' max.) PIPE FROM ROOF GUTTERS 3'-0' B'—O. 3'-0' CRUSHED 3/4' — 1-1/2"STONE (min) LEACHING RINGS 4' (min.) ALL AROUND a REINFORCED PRECAST GONG. 4000 PSI 0 28 DAYS EROSION &SEDIMENT CONTROLS JE Shall include but not be limited to.A well maintained Construction Entrap, GROUND WATER 1Nireac�ed Sjlt Fencing, stabilization& 'ELIGH OR WOOD tPOS Reding of exposed and/or inactive soils. FW PREPARED IN ACCORDANCE WITH THE MINIMUM DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before STANDARDS FOR TITLE SURVEYS AS��D$AD6PSHED BY THE L.I.USE AND APPRO �R0 ADdPFGQ Backfill OR Provide Engineer's Certification FOR SUCH USE N. THE Y�(G 6d>Sa Ao'•,•1 � g TITLE ASSOCIATION. � } \ that the drainage has been installed to Code. �` ea� F, c0� G N l / 4" X 6' TRENCH y I W/COMPACTED BACKFILL �i Z TRENCH DETA& APPROVAL OF STORMWATER MANAGEMENT n (NOT TO SCALE) CONTROL PLAN -T Code C t 231 Dater 3 o' `�Oc� SG67 O� Approved by: CANO S0 STEEL OR WOOD POST EXTRA STRENGTH FILTER FABRIC (TYP•)' N.Y.S. Lic. No. 50467 REWD. WITHOUT WIRE MESH SUPPORT UNAUTHORIZED ALTE ON OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Nathan Taft Corwin III ' COPIES OF THIS SURVEY MAP NOT BEARING FEW THE LAND SURVEYOR'S INKED SEAL Land Surveyor ' ."•'+� EMBOSSED SEAL SHALL NOT BE CONSIDERED ' TO BE A VALID TRUE COPY. ' , ATTACH FILTER FABRIC SECURELY AM CERTIFICATIONS INDICATED HEREON SHALL RUN TO UPSTRESIDE OF POST ONLY TO THE PERSON FOR WHOM THE SURVEY y IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Successor To: Stanley J. Isaksen, Jr. L.S. LENDING INSTITUTION LISTED HEREON, AND Joseph A. Ingegno L.S. a SILT FENCE DETAILS TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. Title Surveys — Subdivisions — Site Plans — Construction Layout ILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO PHONE (631)727-2090 Fax (631)727-1727 PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER ' X2 HALLENT AND BE DEPOSITED TO ANMENT AREAYHEN THAT WILLSNOA ALLOW REMOVED THE EXISTENCE OF RIGHTS of WAY OFFICES LOCATED AT MAILING ADDRESS TRANSPORT. ANDYOR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 26-3M 69 sF. N r9 Z� 'sem � _ C OV\Hegp Facp Q 0 G �W/ F RES p, 5 e O� IQk�r�Q� x 6.2 ON6 �Uel. x \ U �OQ`yQ cD 'p �Y QCT apA" 150 E,t5 WVO 5A (7 4. ok=U N Q `O i�P �Z�0 ��p SOIL STOCKPILE \ G���\ Mme.l Lo7, l 0•�- ) co�S A 43 k pp c = /% � h e \ o �o,:Qy/..,:.o FRq I/? '9' A� ry� \\ 3g,3/ / ri1 Qv. ,gym' ST& M �/1�x 0) �; \ 8'S14 ; 04R/yo 4R/yo N op a v 2 • Ay° x- 2 0 0 °e a Q 2 EGK 6-0 s 2.8 w//i„ �4. Q� ° ? d ° • a �3• 000 Ep O x //$ J� 32G / ° a'•• NqS x 6 W000 ��OOQ pV4 S"n 042 �8% Mo 00 °°• 5. x °. �^i' q k / / • ry ' Woo y 044 O °` a•. 5 jORop� 6u� ZO�p�a)/ p� o"Vc j � �� �•`' ' T F�kcF 4,2 m/ e J1 � , 'Q_0i,'"i 15' WIDE NON-DISTURBANCE/ / \ NON/TURF BUFFER 5,4 �o�Y \�\ EDGE WETLANDS // O /r/� / Y 5.8 4, 1 me c� "� - - 2-•''/ � 2m 63. X . s3_1 30,, �,� S 63e . S , 2.8 h2 Ate° L 100 ,330; 0 w O1-1O �O w M c� w o 206 y R MANAGEMENT NOTES: l� •06, i IORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION ALS SHALL BE CONFINED TO THE LIMIT OF CLEARING R GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, TINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF EVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING ROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. :REEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS 1 AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL BED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS D BY THE SCREEN SHALL BE REMOVED AWAY FROM THE ��T I TO AN APPROVED UPLAND LOCATION BEFORE THE IIS REMOVED. O�d TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, fINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL KED END TO END AT THE BASE OF THE REQUIRED SILT I AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES I BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS ARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE TO BE USED WHERE TOPSOIL IS NECESSARY FOR NOTES: TALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES REGRADING & VEGETATING DISTURBED AREAS. 1. AREA CHOSEN FOR STOCKPILING OPERATIONS BE REMOVED AWAY FROM THE BALES TO AN APPROVED TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE SHALL DRY AND STABLE. I LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 2. MAXIDRY SLOPE OF STOCKPILE SHALL BE 2:1. 3. UPON COMPLETION OF SOIL STOCKPILING, EACH BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT STABILIZATION MEASURE(S) SELECTED SHOULD BE CREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. APPROPRIATE FOR THE TIME EL FENCING OR STRAW BALES, THEN STABILIZED WITH YEAR, SITE CONDITIONS, IS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED AND REQUIRED PERIOD OF USE. VEGETATION OR COVERED. : PROPOSED RESIDENCE. SLOPE OR LESS IOPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. 11, �, �, 1 SED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS STABILIZE ENTIRE PILE SAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF WITH VEGETATION OR COVER .I, IEING DISCHARGED ONTO THE ROAD OR OFF-SITE. ;EAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE .y 14, �, �, �, %41 41 WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW kTELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF .Y 11• .V 1�1 .i, TRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, VER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE .y .V .I, TIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING .V .I, J, MED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION !OWTH. 1V LE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA nVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER .V .V .V .V 11• .V .11 SQUARE FOOT IN SIZE. INSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR CESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF i ER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO I AD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, STRAW BALES OR SILT FENCE YCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR SOIL STOCKPILE UCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. (NOT TO SCALE) Generated by REScheck--Web Software Compliance Certificate Project Brittman Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Compliance: trade-off Compliance. 20.7%Better Than Code Maximum UA. 82 Your UA. 65 Maximum SHGC: 0.40 Your SHGC: 0.32 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 minimum-code home Envelope Assemblies Gross Area Cavity Cont. Assembly or U-Factor UA', Ceiling: Cathedral Ceiling (no attic) 375 49.0 0.0 0.022 8 Wall:Wood Frame, 16"o.c. 424 21.0 0.0 0.057 19 Window:Vinyl Frame 98 0.270 26 SHGC: 0.32 Floor:All-Wood joist/Truss 375 30.0 0.0 0.033 12 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The propos uilding has been designed to meet the 2015 IECC requirements in REScheck Version : REScheck-Web and to comply with th andator requirem. s lis din the Scheck Inspection Checklist. jq , 18 Name'-Title lif el Si nature Date G\S�ERED AROh/T Np LM FS FC, A � A l' Sj 018405 qTF OF NES Project Title: Brittman Report date: 09/12/18 Data filename: Pagel of 1 POSPISIL&BROWN ARCHITECTS,P.C. 141 Hampton Road Southampton,NY 11968 T• (631) 283-3465 F• (631) 283-3593 W•Pospisilbrown.com September 19, 2018 Town of Southhold 54375 Main Road Southold,NY 11971 RE: BRITTMAN RESIDENCE 80 GLENN ROAD, SOUTHOLD NY To Whom It May Concern: The drawings prepared for 80 Glenn Road, Southold NY comply with the IRC 2017 Supplemental code. Sincerely, P mela Posp' it RAFTER OR TRUSS UPLIFT CONNECTION FORCES FROM WIND(ASD) UPLIFT CONNECTIONS(IF APPLICABLE) HOLD DOWN CONNECTIONS(IF APPLICABLE) DETAIL AT DECK(IF APPLICABLE) (POUNDS PER CONNECTION) SIMPSON STRONG TIE RAFTER CONNECTOR SIMPSON STRONG TIE RAFTER CONNECTOR Refer to table R 802.11 of the I.R.C.2015 HDU4-SSIMPSON HOLDDOWN MIN.DISTANCE FROM POSPISIL & BROWN RIDGE HDU4SDS2.5 12" RIDGE 12.. 2-16d COMMON MIN.DISTANCE FROM TABLE A DD NOT CUT HOLES TABLE B - EXPOSURE B 7 NAILS((onff�6"o.c. FOR Ft7LL LENGTH ARRIAGE BOLTS NO FIELD CUT LARGER THAN 1 1/2" 1Y"HOLE MAY BE CUT Ultimate Design Wind Speed V(ult)(MPH) RAFTER OF STUD IN CANTILEVER ANYWHERE IN WEB OUT- HOLES IN HATCHED ARCHITECTS , P. C. RAFTER (2)2X GIRDER ZONES SIDE OF HATCHED ZONE DO NOT CUT OR RAFTER OR ROOF SPAN 120 130 140 TRUSS SPAN (feet) ROOF PITCH ROOF PITCH ROOF PITCH ° ° ° O O ° ° BLOCKING @ 6" 6" NOTCH FLANGE. 0 o ENDWALL 0 <5:12 >5:12 <5:12 >5:12 <5:12 >5:12 0°° WOOD POST 6" L1 2 X D1 D1 L2 2 X L2 D2 6" 6" 12 93 85 126 117 162 150 MINIMUM •"" MINIMUM 18 118 108 162 149 209 194 POSTANCHOR (APPLIES TO ALL HOLES EXCEPT CLOSELY GROUPED ROUND HOLES ARE LSU SIMPSON HOLDDOWN KNOCKOUTS PERMITTED IF THE GROUP PERIMETER MEETS www.pospisilbrown.com 4- 24 144 130 HD DS2. 198 182 255 237 u s 5 )_ 28 161 145 222 203 287 266 REQUIREMENTS FOR ROUND OR SQUARE HOLES. DO NOT CUT HOLES IN CANTILEVER REINFORCEMENT. 141 Hampton Road T:631.283.3465 TABLE A-END SUPPORT Y.Southampton,N 11968 P:631.283.3593 16"O.C. STRUCTURAL RIDGE BEAM ,••�- MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST END SUPPORT 32 178 160 246 226 319 295 DETAIL RIDGE BOARD DETAIL CATHEDRAL CEILING) ONCRETE PIER 36 194 176 270 247 351 325 SCALE:NOT TO SCALE SCALE:NOT TO SCALE TJI OCCUPANCY^ � •�� DETAIL HOLD DOWN CONNECTION BETWEEN FLOORS JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE OC QS J' N\VV , SIMPSON STRONG-TIE LSU SERIES SCALE:NOT TO SCALE DEPTH 2" 1 3" 1 4" 5" 1 6%" 7" 87/" 11" 13" 2" 1 3" 4" 5" 6%" 7" 87/" 11" 13" '��'" IS U LSV!FUL 42 221 198 306 281 399 370 SIMPSON STRONG-TIE ITEM:GS20 OR LSTA 15 LSU26-2x6 DETAIL TYPICAL DECK RAILING/POSTANCHOR 9%" 360 V-6" 2'-0" 3'-0" 4'-0" 6'-0" 1'6" 2'6" 3'-6" 5'0" 5'6" 1 Z;, - 11 8" 560 1'-0" 1'-0" 1'-6" 3'-0" 5'-0" 5'-6" 8'-0" T-0" 2'-0" 3'-6" 5'-0" T O" 7'-6" 8'-0" r Project Name: PROVIDE CS20 WITH LSU28-2x8,2x10,2x12 SCALE:NOT TO SCALE ��"' ����®�� C� I FI�� 48 246 221 343 314 447 414 PROVIDE CD C M ON AI SIMPSON HOLDDOWN (2)16D COMMON NAILS 14" 560 T-0" V-0" T-0" T-0" 2'-6" 3'-0" 6'-0" 9'-0" 1'-0" V-0" 1'-6" 3'-6" 6'-6" T-0" 9'-0" 10'-0" C (5)8D COMMON NAILS R EACH SIDE. WITH(7)10D COMMON NAILS HDU4-SDS2.5 �'� TE PROVIDE @ FA.RAFTER PROVIDE @EAI RAFTER @ 6'O.C.O.C.OF STUD FOR FULL LENGTH WOOD BEAM 16" 560 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'0" T-0" 6'-6" 10'-0" 1'-0" 1'-0" V-0" 1'-6" 6-0" 6'-0" 0'-0" 11'-0" 2'-0" ALLOWABLE DEFLECTION F STRUCTURAL MEMBERS MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS Refer to table R 301.7 of the I.R.C.2015 CY Refer to table R 301.5 of the I.R.C.2015 SIMPSON BC COLUMN CAP siZEASREQ. TABLE B•INTERMEDIATE OR CANTILEVER SUPPORT Brittman Residence ALLOWABLE USE LIVE LOAD DEAD LOAD MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST INTERMEDIATE OR CANTILEVER SUPPORT RETAIN STORM WATER UNOFF STRUCTUF;AL MEMBER DEFLECTION Attics without storage 10 PSF 10 PSF WOOD POST Rafters having slopes greater than 3:12 with finished ceiling U180 Attics with storage 20 PSF 10 PSF BLOCKING@ ENDWALL JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE PURSUANT TO CHAPTE 236 DEPTH 2" 3" 4" 5" 6%" 7" 8%' 11" 13" 2" 3" 4" 5" 6%" 7" 8%" 11" 13" OF THE TOWN CODE. Glenn Road 2'-6" 4'6 4'-0" 6-0" a'-0" Southold New York gy"" 2'-6" 3'-0" 4'-6" 6'-6" 7'-6" not attache to rafters Attics 30 PSF 10 PSF a ISO 3'-0" 4'-0" 5'-6" 6'-6" 9'-0" 3'-0" 4'-6" 5'-6" 7'-6" 8'-0" ° a FOUNDATION WALL 7 "' 11-6- 3'0" 4'-6" 5'6" 8'-0" 8'-6" 12'-0" 3'-0" 4'-6" 6'0" 8'-0" 10'f 11'-0" 12'-0" H/180 Balconies&decks 40 PSF 10 PSF WOOD POST Interiorwalls and partitions a o 560 1'-0" V-0" 1'-6" 3'-6" 5'-6" 6'-6" 9'-6" 13'-6" 1'-0" 3'-0" 5'-0" T-0" 10'-0" TIV-0" 13'-6" 15'-0" Floors 0360 Guards and handrails 200 PSF 10 PSF o 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'6" 7'-0" 111%0"116-0" 1'-0" 1'-0" 3'-6" 5'6" 9'-0" 10'-0" 14'-6" 16'0" 18'0" Ceilings with brittle finishes;(including plaster&stucco) U360 Rooms other than sleeping rooms 40 PSF 10 PSF a DIA.ANCHOR ROD(ASTM A36) "" DRILL AND SET INTO TOP OF 2 MIN SIDE COVER Ceilings with flexible finishes(including gypsum board) U240 Sleeping rooms 30 PSF 10 RECTANGULAR HOLES BASED ON MEASUREMENT OF LONGEST SIDE. U240 Stairs 40 PSF 10 PSF EQUIVALENT,FOUNDATION WALL HOLES MAY BE LOCATED VERTICALLY ANYWHERE WITHIN THE WEB.LEAVE 1/8"OF WEB(MINIMUM)AT TOPAND BOTTOM OF HOLE. HQUI IVALENT,ALENT,DHESIVESYSTEMOR 6'EMBEDMENT,MAINTAIN 3' KNOCKOUTS ARE LOCATED IN WEB ATAPPROXIMATELY 12"ON-CENTER;THEY DO NOT AFFECT HOLE PLACEMENT. ': All other structural members IMPSON STRONG TIE MIN.TO EDGE OF CONC. SIMPSON PBS •.�. ° FOR SIMPLE SPAN(SMINIMUM),,UNIFORMLY LOADED JOISTS USED IN RESIDENTIAL APPLICATIONS,ONE MAXIMUM SIZE ROUND , ,, CORNER HOLD DOWN-OPTION s, Exterior walls-wind loads with taster or stucco HI360 Roof loads(Adjustments per table 8301.6) 20 PSF 20 PSF HURRICANE COLUMN BASE ( ) �'�q-+� 1 I ."r, s",f ��r^", a p TIE MODEL NO.H2.5A SIMPSON STRONG-TIE ITEM:HDU4-SDS2.5 SIZE AS REQ �;.ti, •: HOLE MAY BE LOCATED AT THE CENTER OF THE JOIST SPAN PROVIDED THAT NO OTHER HOLES OCCUR IN THE JOIST. Ar,G t c fv.i,.. d°'...' ' s aY Exterior walls-wind loads with other brittle finishes H/240 Garages 50 PSF 50 PSF @EA.RAFTER PROVIDE @ EA.OUTSIDE EXTERIOR WALL CORNER(SEE PLANS) DISTANCES ARE BASED ON THE MAXIMUM UNIFORM LOADS FROM CURRENT(LEVEL SPECIFIER'S GUIDES.FOR OTHER LOADG SIMPSON STRONG-TIE ITEM H2.5A SIMPSON STRONG-TIE ITEM:LSSU SERIES CONDITIONS OR HOLE CONFIGURATIONS USE]LEVEL@ TJ-BEAM®SOFTWARE OR CONTACT YOUR ILEVEL REPRESENTATIVE. DATE$'5 1 O C'.P. Exterior walls-wind loads with flexible finishes H/120 MODEL PER RAFTER SIZE Lintels supporting masonry veneer walls U600 PROVIDE @ EA.RAFTER PROVIDE @ EA.RAFTER DETAIL CORNER HOLD DOWN-OPTION DETAIL TYPICAL PORCH BEAM/COLUMN ANCHORS ALLOWABLE HOLES - TJI®JOISTS TRUSS PLACARDINC �tCQU:9E� FEE: 3�_ _•-_•• F, •---. -- DETAIL HURRICANE CLIP DETAIL HIP-RAFTER CLIP SCALE:NOT TO SCALE NOTIFY B U 1 1)I N G =;' , ;t.1 t�lT�AT - SCALE:NOT TO SCALE SCALE:NOT TO SCALE SCALE:NOT TO SCALE p�bearing plate by Simpson 765-1802 8 AM TO rl F'';1 POR TI-3E SIMPSON DTT2Z FOLLOWING FASTENING SCHEDULE AH STRONG TI - WITH 112*0GALV' 1. FOI;"!P,4TION TW'0 R .)Uir;ED Refer to table R 602.3 1 of the I.R.C.2015 NE 1 tread rod THREADED ROD WITH EL NO. NUTS AND WASHERS FLOOR SHEATHING NAILED 6' FO'? POURED CO"a RwTL- Description of Building Element Number&Type of Fastener Spacing and Location FTER min edge distance (INSTALL AT EVERY MAX.O.C.TO JOIST WITH MICROLLAMB LVL 2 X DIAMETER OF THE NOTES: 2. ROUGH - FRP,Itiii•'l.l & r LIlF�FBii'JG OTHER DECK JOIST) HOLDDOWN AND PARALLAMO LARGEST HOLE 3 DEPTH 1. ALLOWED HOLE ZONE SUITABLE FOR UNIFORMLY LOADED HEADERS AND BEAMS ONLY. 3. INSUL_ATIO�I ouble2 x min PSL HOLE ZONEROOF FRAMING A34A34 forheaderorbeam (MINIMUM) 2. ROUND HOLES ONLY 4. FINAL - CONc-7 ?UCTION MUST 1 Blocking between ceiling joists or rafters to top plate 3-8d common toe nail 3. NO HOLES IN CANTILEVERS. NBE COM'LLT4 FU C.O. 4. NO HOLES IN HEADERS OR BEAMS IN PLANK ORIENTATION. ALL CONSTRUCTION SOALL MEET THIFd 5. DO NOT CUT,NOTCH OR DRILL HOLES IN HEADERS EXCEPTAS INDICATED IN2 Ceiling Joists and top plate 3 8d common perjoist,toe nail MTS30 ILLUSTRATIONS AND TABLES. REQUIREI,"ENITS OF THE CODES OF NEW 3 Ceiling joist bit attached to parallel rafter,laps over partitions 3 16d common face nailMTS3cnw coupler nut bysimpson 6. ANY OPENING OUTSIDE THESE CONSTRAINTS MUST BE APPROVED BY THE YORK STATE, NOT RESPONS1;:3LE FOR DECK JOIST STRUCTURAL ENGINEER. DESIGN OR CONSTRUCTION ERRORS. 4-16d common face nail refer to table R802.5.1(9)of the I.R.C.201! min.end distance 4 Ceiling joist attchecl o parallel rafter(heel joint) ( � MICROLLAM LVLAND r 5 Collar tie to rafter,face nail or 14"x 20 ga.ridge strap to rafter 3-10d common face nail,each rafter FLOOR JOIST °•, (SOLID 2X JOIST OR 2X PSLPARALLAM HDEPTH MAXIMUMEADER HSIOE ND SIMPSONLUS BLOCKING) U3 ALLOWED HOLE ZONE L/3 COM7LY WITH ALL CODES OF Rafter or roof truss to late 3-1 Od common 2 ice nails n one side&1 toe nail on each side 3 6 P DETAIL HOLLOW COLUMN CONNECTION HANGER A Roof rafters to ridge,valley or hip rafters 3-16d common toe nail SCALE:NOTTO SCALE JEW YORK STATE & TOWN CODES 7 e 12 P.T.LEDGER WITH Sy" 1�" or roof rafters to in.2"ridge beam 2-16d common end nail RAFTER CONNECTION TO RAFTER CONNECTION TO 5/8'THROUGH BOLTS @ "t0 2O" 2" S REQUIRED A o "� 16'O.C.STAGGERED SEE ILLUSTRATION FOR �q DETAIL TOP PLATES&STUD WALL DETAIL TOP PLATES&STUD WALL(wl HEADER) CONTINUOUS FLASHIN ALLOWED HOLE ZONE 1 V�`.�S ZBA - WALL FRAMING (PROVIDE ADDITIONAL WASHERS AT THROUGH BOLTS TO SCALE:NOT TO SCALE SCALE:NOT TO SCALE PROVIDEA 1/4"MIN.SEPARATION FROM THE BUILDING) 8 Stud to stud(not braced) 16d common 24"OC face nail SIMPSON STRONG-TIE ITEM: SIMPSON STRONG-TIE ITEM: to l IA Ilp� A3418GA1-7/16"x2-1/2" A3418GA1-7/16'x2-1/2" DETAIL TYPICAL ILEVEL LVL PENETRATION SCHEDULE AND DETAIL FUi 9 Stud to stud and abutting studs at intersecting wall corners(at braced wall panels) 16d common 16"oc face nail USE 8-8D-PLACE @ 16-O.C. USE 8-8D-PLACE @ 16'O.C. TYPICAL DEC JOIST `TO BUILDING WN TRUST IT 1 16d common 16"oc face nail SIMPSON STRONG-TIE ITEM: SIMPSON STRONG-TIE ITEM: CS20 NOT TO SCALE 10 Built-up header(2'to 2"header with Z"Spacer) MTS3016GA 30"LONG MTS3016GA 30"LONG ° SCALE:NOT TO SCALE 4-8d common toe nail USE 7-10D NAILS TO RAFTERS USE 7-10D NAILS TO RAFTERS T MINI UM 11 Continuous header t0 S1Ud USE 3-8D NAILS MIN.TO PLATES USE 3-8D NAILS MIN.TO PLATES 12 1 Top plate to top plate 16d common 16"oc face nail USE 7-10D NAILS TO STUDS USE 7-10D NAILS TO STUDS ° ce nail on each side (3)LVL 8" 16" 13 Double top plate splice for SDCs A-D2 with seislmic braced wall line spacing<25' 8-16d common (min.24'lap splice each side of end Oat) LTP4 5/8"0 A307 BOLTS USE EVERY OTHER NAIL HOLE INA ROW TO PROVIDE 14 1 Bottom late to joist„rim joist or blocking(not at braced wall panels) 16d common 16"OC face nail THE CODE REQUIRED MINIMUM CENTER TO • • - - CENTER SPACING FOR NAILS • • • c`v 15 Bottom late to joist:,rim joist or blocking(at braced wall panels) 2-16d common 2 each 16"oc face nail 4-8d common toe nail 16 Top or bottom plate to stud ° ° •• 2-16d common end nail MTS30ATRAFTER SIMPSON STRONG-TIE ITEM:CS20,LTP4 SIMPSON STRONG-TIE ITEM LBPS ACZ --� - N 17 Top plates,laps a1 comers&intersections 2-16d common face nailMIN.1 TO HEADERS BY INSTALL 5/8'DIA.BOLTS: 'SIMPSON STRONG TIE' PROVIDE CS20 X 24",USE 9-10D NAILS @ STUD&9-10D NAILS @ BOX&PLATE @ EVERY STUD 2 STORY:48"O.C.PER IRC 20158403.1.6 LINO / 6" 18 1"brace to each stud and plate 2-8d common face nail LTP4 iWITHIN 12"FROM END PLATE SIMPSON STRONG-TIE ITEM.ACZ COUNTERSINK BOLTS 19 1"x6"sheathing to each bearing 2-8d common face nailPROVIDE LTP4 20 GA.3"X41/2'LATERAL TIE PLATES, (MIN.2 PER PLATE) (2)FLITCH PLATES LTP4 20GA.3'x 4.1/2' SPANK USE 6-8D X 11/2'NAILS IN PLATE&6-8D X 1 1/2'NAILS 20 1"X8"sheathing and wider sheathing to each bearing 3-8d common face nail LATERAL TIE PLATES CS20 C T INTO BOX USE 12-8d x 1-112'NAILS LENGT DETAIL POST&BEAM CONNECTION (6 NAILS INTO PLATE, FLOOR FRAMING 6 NAILS INTO BOX DETAIL DBL.SILL PLATE TO FLOOR TO STUD DETAIL SLLPLATE TOFOUNDATION PLACE@32'O.C. MIN.12' SCALE:NOT TO SCALE FLITCH BEAM DETAILS (IF APPLICABLE) 21 Joist to sill,to tab?or girder 3 8d common toe nail SCALE:NOT TO SCALE SCALE:NOT TOSCALE P 9 PROVIDE MINIMUM 718• NOT TO SCALE 22 Rim joists,band joists,or blocking to sill or top plate 8d common 6"oc toe nail END DISTANCE EQUAL NUMBER OF SPECIFIED NAILS IN EACH END 23 1"x 6"subiloor or less to each joists 2-8d common face nail HANGER CONNECTION DETAILS(IF APPLICABLE) DETAIL FLOOR TO FLOOR CONNECTION DETAIL EXTERIOR HEADER TIE DETAIL 24 2"subfloor to joist or girder 2-16d common blind and face nail SAW LUMBER ENGINEER WOOD JOISTS SCALE:NOT TO SCALE SCALE:NOT TO SCALE 25 2"planks(plank&beam-floor&roof) 2-16d common at each bearing,face nail TMINIMUM Dist to'Dist 316d common each nail SIMPSON STRONG-TIE ITEM.CS20 20 GA. SIDECOVER 26 Band or rim J J 20 GA.38-L(PLACE @16'O.C.) 1-114"WX211 ° Climatic and Geographic Design Criteria CLEAR SPAN+24' (1)@ SPANS LESS THAN 6'-W w/1610D NAILS 20d common nail each layer:32"oc at top&bottom&Mggered USE 9-IOD NAILS @ EA.END LENGTH STUD (2)@ SPANS GREATER THAN 64'&LESS ® 27 Built-up girders and beams,2"lumber layers Subject to Damage From Date: TOTAL OF 18-1 OD NAILS THAN 12'-0'w/1610D NAILS \ • Ground Winter Ice Shield Flood Air Air Seismic Wind Submit For Permit 9-12-18 2-20d common face Wait at ends&at each splice (ADDITIONAL NAILING THRU PLATES 8 BOX g p p g J J Snow Load Weathering FroetDepth Termite Design Required Index Hazard IndexFreezing IndexFreezing Category Speed Note: 28 Ledger stripsupportingsu portin joists or rafters 316d common at each'Dist or rafter,face nail THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF 29 Bridging to joists 2-1 Od(3"X0.128") each end,toe nail Moderate 130 mph POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE SOLELY 20 Severe 3-0 15 Yes No 1500 or less 52.2 B VVITH RESPECT TO THIS PROJECT.THEYARE NOT TO BE USED BY to Heavy (ASCE 740) THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR SUPPLIERS ROOF SHEATHING SIMPSON STRONG-TIE ITEM:AB ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT SIMPSON STRONG-TIE ITEMHU7 SIMPSON STRONG-TIFFEM MIT OUTSIDE THE SCOPE OF THE WORK.POSPISIL&BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS AND RETAIN Structural Panels 8d common 6"edge/6"field(use 8d ringshank nails PROVIDE HU7 @ EA.JOIST PROVIDE MIT @ EA.AIST ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS, 5'-0"from gable ends&eaves) IN ADDITION TO THE COPYRIGHTS.THE DESIGN SHOWN AND DETAIL FACE MOUNT HANGER DETAIL FACE MOUNT HANGER DETAIL7 POST 8 BASE CONNECTION DESCRIBED HEREIN,INCLUDING ALL TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE COPIED,DUPLICATED,OR Diagonal Board Sheathing SCALE:NOT TO SCALE SCALE:NOT TO SCALE SCALE:NOT TO SCALE COMMERCIALLY EXPLOITED,IN WHOLE OR IN PART WITHOUT WRITTEN AUTHORIZATION OF POSPISIL&BROWN ARCHITECTS, 1"x 6"or 1"x 8" 2-8d common per support P.C. 1"x 10"or wider 3-8d common per support WINDBORNE DEBRIS PROTECTION(IF APPLICABLE) FRAMIN COPYRIGHT 2016. ALL RIGHTS RESERVED. Ceiling Sheathing(gypsum board) 5d coolers 7"edge 110"field Seal: Table 8301.2.1.2 NYS IRC Windborne Debris Protection 3•No.8 SCREViS 12"O.C. Fastening Schedule for Wood Structural Panels WALL SHEATHING Fastener Type Panel Span Panel Span Panel Span Structural Panels 8d common 3"edge 112"field Less than or Less than or Less than or WASHER(TYP.) Structural Fiberboard Panels 2" 1}"gaN.roofing nail,t6"head d.,or r 3"edge/6"field crown staple 16ga.1 k long Equal to 4 ft Equal to 6 ft Equal to 8 ft „ 1 t galy.roofing nail,6" edge d.,or 1" 3"ed e/6"field No.8 wood screw 1/2"PLYWOOD Structural Fiberboard Panels 32 crown staple 16 ga.1 t long based anchor with 16"O.C. 10"O.C. 8N O.C. Gypsum Wallboard(2") 1?gall.roofing nail;staple gaiv.1? 7"edge 17"field 2"embedment length GLASS long;1 k screws type W or S Gypsum Wallboard(a") 1 t gaN.roofing nail;staple galy.1 r 7"edge 17"field No.10 wood screw long;1?screws type W or S based anchor with 16"O.C. 12"O.C. 9"O.C. 2-8d common (see table 3.9) 2"embedment length PLASTIC-COATEOPERMADENT WOOD S Drawing Name: Diagonaloar Sheathing CREW ANCHORS 1"X 6"Or 1");8" 2-8d common -This table is based n 180 ultimate design wind speed&a 33'-0"mean roof height per support -Fasteners shall be stalled at opposing ends f he wood structural panel.Fasteners shall be located a min 1"from the edge GLASS 1"x 10"or wider 3-8d common per support of the panel TYPICAL DETAILS -Anchors shall penetrate through the exterior wall covering with n embedment length of not less than 2"into the building 1/2"PLYWOOD FLOOR SHEATHING frame.Fasteners shall be located not less than 211"from the edge of concrete block or concrete. -Where screws are attached to masonry or masonry/stucco,they shall be attached using vibration-resistant anchors FRAMIN Structural Panels having a minimum ultimate withdrawal capacity of 1,500 pds. 1"or less 8d common 6"edge/12"field WINDOWS-GLAZED OPENING greater than 1" 10d common 6"edge/12"field FOR NEW CONSTRUCTION,EXTERIOR WINDOWS MUST BE PROTECTED VIA GLAZING MEETING THE LARGE MISSILE TEST CERTIFICATION OF ZONE II ASTM E 1886-97 AND ASTM E 1996-99 Diagonal Board Sheathing OR VIA STRUCTURAL SHUTTERS WITH ATTACHMENT HARDWARE PROVIDED.NEW STRUCTURES WASHER(TYP.) Drawing Number: 1"x 6"or 1"; 8" 2-8d common per support 3-8d common per support LOCATED WITHIN ONE(1)MILE OF THE MEAN HIGH WATER MUST HAVE GLAZING CONFORMING 1"x 10"Or wider TO WIND ZONE III,MISSILES DEFINED IN PARAGRAPH 6 OFASTM E 1996-99.GLAZING CONFORMING T�-T No.8 SCREWS 12"O.C. TO WIND ZONE Il,MISSILES CAN BE USED AT A DISTANCE GREATER THAN ONE MILE OF THE COASTLINE. 1 Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge.If wall sheathing is nailed 3"on-center at the panel edge to obtain higher shear DETAIL A-TYPICAL ATTACHMENT OF PLYWOOD _capacities,nailing requirements for structural members shall be doubled,or alternate connectors,such as shear plates,Shall be used to maintain the load path. PROTECTION DEVICES TO BE IN ACCORDANCE WITH LARGE MISSILE TEST OF OPENINGS PROTECTION TO WOOD-FRAME BUILDING ® ASTM E 1996 AND OF ASTM 1SB6.AS NOTED IN NYS RESIDENTIAL CODE. ALTERNATE TO 130 MPH&CLOSER THAN ONE MILE TO COASTLINE OR GREATER THAN OP EQUAL TO 140MPH 2 When wall sheathingI,;continuous over connected members,the tabulated number of nails shall be permitted to be reduced to 1-16d nail r foot. CERTIFIED WINDOW INSTALLATION PLYWOOD PANEL WINDOW AND DOOR PROTECTION FOR WOOD FRAMED FHS P per BUILDINGS R DETAIL:T PLYWOOD DETAIL@WINDOW OPENING SCALE: NOT TO SCALE T POSPISIL & BROWN LL LL ARCHITECTS, P. C . J I I I 11 1 www.pospisilbrown.com L 141 Hampton Road T:631.283.3465 ® Southampton,NY. 11968 F:631.283.3593 Ll 1 - LL GARAGE I ll 1. Project Name: LILl Ll I Jl �L 11L I I I ll i ll L111 I I I Brittman Residence I Glenn Road N'- Southold New York I - I - c IIID 1 I Dill I I I I I I — I I I COVERED PATIO i I ► I J I I MECHANICAL/ EXISTING PARTIAL FRONT ELEVATION (@ Glenn Road) I I LAUNDRY ROOM O I I O Scale: %4" = 1 '-0" II r P s dl u l u�u a j l j j 1 j DINING ROOMTH KITCHEN ` �0 L 1 ll. L I I u � I u I I I I First floor Ceiling Elev. 8 O LIVING ROOM Top of F11115hed Floor @ First Floor I Elev. +0'-011 Fall0 ENTRY II \ Flooro@Laundry Room I 1Tv. -9-9 — . . — . . — Top of Slab @ Gara e Elev. -2'-2"± EX15TI NG PARTIAL REAR ELEVATION 3 . I = EX15T1 NG PARTIAL f=1 R5T FLOOR PLAN Sca,e./4II 11.011 f Date: Submit For Permit 9-12-18 Note: THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE SOLELY WITH RESPECT TO THIS PROJECT.THEYARE NOT TO BE USED BY THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR SUPPLIERS ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT OUTSIDE THE SCOPE OF THE WORK.POSPISIL&BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS AND RETAIN I ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS, IL DESCRIBED HEREIN,INCLUDING ALL TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE COPIED,DUPLICATED,OR COMMERCIALLY EXPLOITED,IN WHOLE OR IN PART WITHOUT 11 JI 11 III J� WRITTEN AUTHORIZATION OF POSPISIL&BROWN ARCHITECTS, LU I 1 L P.C. LL I 1-11 i L_LJJ_LJ__1 111 Ill I. COPYRIGHT 2016. ALL RIGHTS RESERVED. _lU 1 L1UL _ll - 1- LI1. 11-11111 lL1LLL�JL111 Sea[: tli]Ll �Jl _1 ----—-� J 11111111 11 Lull ll-1111��J1 VIII II I I I I I 1 11LI1 LJLJW -_II I_Ii1J1 ll�J11�1 I ll I LW 1LLl1Lll_l, First Floor Ceding 11441 Elev. +(5'-0" Drawing Name: ' EXISTING PARTIAL FIRST FLOOR PLAN LLLj f PARTIAL ELEVATIONS Top of Finished Floor @ First Floor Elev. - Drawing Number: +0' 0" T -op of Slab @ Garage OEJ El E12'-2°±. . — EXISTI NG PARTIAL FRONT ELEVATION (@ Main Bayview Rd) Scale:%4" = I '-0" IRC 2015 EDITION,INCLUDING UNIFORM SUPPLEMENT 2016 FOUNDATION NOTES: FOUNDATION PLAN LEGEND POSPISIL & BROWNCHAPTER 3:BUILDING PLANNING CONCRETE WORK SHALL COMPLY WITH ALL FEDERAL,STATE AND LOCAL BUILDING CODES INCLUDINGExisting Construction To Remain SECTION R301:DESIGN CRITERIA CHAPTER 4 OF THE IRC 2015 ARCHITECTS P.C. AMERICAN FOREST&PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL FOR ONE& ALL CONCRETE REINFORCEMENT SHALL COMPLY WITH TABLES R404.1(2),R404.1(3),AND R404.1.1(4)OF THE IRC basting Construction To Be Removed TWO FAMILY DWELLINGS(2015 EDITION) 2015. ALL CONCRETE SPECIFIED BELOW CONFORMS WITH TABLE R404.2 OF THE RESIDENTIAL CODE OF NEW YORK Poured Concrete Foundation Wall GLAZED OPENINGS IN WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED STATE. SECTION R303:LIGHT VENTILATION AND HEATING THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE �/'; • ii Stone/ Brick Veneer REQUIRED GLAZING AREA HABITABLE ROOMS: 8% BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. - C.M.U. Block Wall www.pospisilbrown.com REQUIRED OPE14ABLE AREA: 4% 1. ALL CONCRETE 3,500 PSI AFTER 28 DAYS MINIMUM. Poured Concrete Footing 141 Hampton Road T.631.283.3465 PROVIDE 3 SQ FT OF WINDOWS.1.5 SQ FT OPERATIONAL IN BATHROOMS*EXCEPTION:WHERE - - - - 2. ALL REBAR ASTM A-615 GRADE 60. Southampton,NY. 11968 F:631.283.3593 ARTIFICIAL LIGHT AND/OR MECHANICAL VENTILATION IS PROVIDED Steel Column L_J PROVIDE STAIRWAY ILLUMINATION AT INTERIOR&EXTERIOR STAIRS 3. FOOTINGS WIDTHS SHALL COMPLY WITH TABLE R403.1(1)OF THE IRC 2015. FOOTINGS SHALL BE PLACED AT A DEPTH TO CONFORM TO ALL FEDERAL,STATE AND LOCAL BUILDING CODE. FOOTINGS ARE TO BE 3- 2x6 Wood post SECTION R304:MINIMUM ROOM AREAS INSTALLED ON SOIL HAVING A MINIMUM ALLOWABLE BEARING CAPACITY OF 1 TON PER SQUARE FOOT, PROVIDE MIN. 1 ROOM WITH NO LESS THAN 120 SQ FT UNDISTURBED VIRGIN SOIL. THE BOTTOMS OF ALL FOOTINGS ARE TO BE INSTALLED A MINIMUM OF 3' ❑ Po5t From Above Project Name: OTHER ROOMS SHALL HAVE FLOOR AREA NO LESS THAN 70SF BELOW GRADE UNLESS INDICATED OTHERWISE. Beam Line *EXCEPTION FOR KITCHENS 4. REBAR SHALL BE RUST FREE AND PLACED NO CLOSER THAN 12'FOR#5 BARS AND SMALLER AND 2"FOR �� Direction of Framing Above Brittman Residence MIN.DIMENSIONS FOR HABITABLE ROOMS NO LESS THAN T-0"ANY HORIZONTAL DIMENSION #6 BARS AND LARGER TO SURFACE TO CONCRETE IN CONTACT WITH EARTH WHEN CONCRETE IS CAST IN FORMS.REBAR INSTALLED ALONG THE TOP OF THE FOUNDATION WALLS WITHOUT WINDOWS ARE TO BE B.0.F. Bottom of Footing *EXCEPTION FOR KITCHENS INSTALLED 10"BELOW THE TOP OF THE FOUNDATION WALL.REBAR INSTALLED ALONG THE TOP OF SECTION R305:CEILING HEIGHT FOUNDATION WALLS WITH WINDOWS ARE TO BE INSTALLED 3"BELOW THE BOTTOM OF THE WINDOW T.0.L. Top of Ledge Glenn Road OPENING. MIN.CEILING HEIGHT FOR HABITABLE ROOMS=7'-0" Southold New York *HALLS,CORRIDORS,BATHS,LAUNDRY AND BASEMENTS=T-O" 5. ALL SNAP OFF FORM TIES ARE TO BE REMOVED AND REMAINING OPENINGS ARE TO BE SEALED/GROUTED. T.O.S. Top of Slab 1.BEAMS AND GIRDERS NOT LESS THAN 4'-0"O.C.CAN PROJECT 6" 6. JOINT REINFORCEMENT,ANCHOR TIES AND WIRE FABRIC SHALL CONFORM TO THE FOLLOWING T.O.W. Top of Wall 2.SPACES IN BASEMENTS OTHER THAN HABITABLE SPACES MAY HAVE CEILING HEIGHT=64" STANDARDS;ASTM A82 FOR JOINT REINFORCEMENT AND WIRE ANCHORS AND TIES;ASTM A 36 FOR STEEL (BEAMS,GIRDERS&DUCTS MAY PROJECT TO 6'-4") PLATE,HEADED AND BENT BAR ANCHORS;AND ASTM A3666 FOR SHEET METALANCHOR TIES. Ea. Equal ° 7. METAL STRAPPING USED FOR USE IN EXTERIOR WALLS AND NOT DIRECTLY EXPOSED TO WEATHER SHALL F.V. Field Verify 3.NO MORE THAN 50/°OF REQUIRED FLOOR AREA TO HAVE SLOPED CEILING LESS THAN CONFORM TO ASTM A153,CLASS B-2,METAL STRAPPING FOR USE IN INTERIOR WALLS SHALL BE MIN. REQUIRED HEIGHT GALVANIZED AND CONFORM WITH ASTM A641,CLASS 1.METAL PLATES,CONNECTORS,SCREWS,BOLTS O.C. On Center 4.BATHROOMS SHALL HAVE A MINIMUM 6'-8"CEILING HEIGHT OVER FIXTURES AND SHOWER AND NAILS EXPOSED DIRECTLY TO WEATHER ARE TO BE STAINLESS STEEL,HOT DIPPED GALVANIZED HEAD SHALL HAVE A MINIMUM CEILING HEIGHT OF 6'-8"ABOVE A MIN.AREA OF 30"x30"AT THE AFTER THE FASTENER OR CONNECTOR IS FABRICATED TO FORMA ZINC COATING NOT LESS THAN 1 OZ. T.B.D. To Be Determined SHOWER HEAD PER SF OR HOT DIPPED GALV.WITH A MIN COATING OF 1.8 PER SF OF STEEL CONFORMING TO ASTM 90. SECTION R308:GLAZING 8. THE FOUNDATION CONTRACTOR SHALL COORDINATE WITH THE PLUMBING AND ELECTRICAL A.F.F. Above Finished Floor PROVIDE SAFETY GLAZING WITH EMBOSSED MARK IN ALL HAZARDOUS LOCATIONS PERMITTED CONTRACTORS RELATIVE TO INSTALLATION OF SLEEVES AND OTHER PENETRATIONS PRIOR TO POURING Framincl Notes: CONCRETE. SECTION R309:GARAGES AND CARPORTS I.) Provide solid blocking below all frame walls. OPENING PROTECTION FROM GARAGE TO SLEEPING ROOM NOT PERMITTED 9. THE ENGINEER IS TO BE CONTACTED IF UNACCEPTABLE OR QUESTIONABLE SOIL IS ENCOUNTERED 2.) All dimensions are from framing unless otherwise noted. DURING EXCAVATION.UNACCEPTABLE SOIL IS SOIL CONTAINING CLAYAND/OR ORGANIC MATERIAL. 3.) Use (3) 2x8 headers for windows and doors unless DUCT PENETRATIONS SHALL BE MIN.26 GUAGE SHEET STEEL.NO OPENING INTO GARAGE otherwise noted. PERMITTED 10. INSTALL ISOLATION JOINTS ALONG FOUNDATION WALLS AND AT COLUMN AND OTHER FLOOR / 4.) Wide flange beams with offset point loads from above to PROVIDE VERTICAL SEPARATION.VERT:314"RESISTANCE(5/8"TYPE X GARAGE SIDE,1/2"TYPE X PENETRATIONS. / receive web stiffeners below offset point load, typ. OPPOSITE SIDE'.) 11. FOUNDATION EXCAVATION IS NOT TO BE BACK FILLED PRIOR TO THE INSTALLATION OF THE FLOOR / PROVIDE HORIZONTAL PROTECTION.HORIZ:ONE LAYER 5/8"TYPE X GYPSUM FRAMING. / PROVIDE NON-COMBUSTIBLE FLOOR SURFACE / 12. BACKFILLALONG FOUNDATION WALLS IS TO BE CLEAN MATERIALAND IS TO BE MECHANICALLY / SECTION R310:EMERG.ESCAPE AND RESCUE OPENINGS COMPACTED IN 6"LIFTS TO 95%OF MAXIMUM DRY DENSITY. PROVIDE SLEEPING ROOMS AND HABITABLE BASEMENTAREAS SILL HEIGHT NO MORE THAN 44" 13. SUGGESTED UNDERPINNING PROCEDURES: // UNEXCAVATED A.F.F. / MIN.OPENING AREA=5.75 SQ FT(5 SQ FT AT GRADE) A)UNDERPIN PRIOR TO ADDITION OF ANY NEW LOADS ON WALL. / Existing No Change MIN.OPENING HEIGHT CLEAR=24" B)UPON RECEIVING APPROVAL,EXCAVATE TO THE TOP OF THE EXISTING FOOTING FOR THE ENTIRE MIN.OPENING WIDTH=20" LENGTH OF THE AREA TO BE UNDERPINNED ON BOTH SIDES OF THE FOUNDATION WALL. / A-5 NO TOOLS OR KEYS ALLOWED FROM INSIDE C)EXCAVATE BY HAND BELOW THE EXISTING FOOTING AT NO MORE THAN 3 FOOT LENGTHS. � MIN.HORIZONT'ALAREA OF WINDOW WELL SHALL BE 9 SQ FT&MIN.WIDTH OF 36" / D)INSTALL KEY WAY BETWEEN SECTIONS.ALLOW 7 DAYS CURING. SECTION R311:MEANS OF EGRESS / PROVIDE UNDER STAIR PROTECTION ENCLOSING ACCESSIBLE SPACES UNDER STAIRS WITH E)BACK FILL #5 rebar dowels @ 12" OC I WALLS AND ANY SOFFITS WITH 1/2"GYP.BD. MIN.WIDTH FOR HALLWAYS IS 3'-0" F)DURING THE UNDERPINNING PROCEDURE,MONITOR THE EXISTING FOUNDATION WALL FOR EXCESSIVE 1 11771 MOVEMENTAND/OR CRACKS.NOTIFY THE ARCHITECT/ENGINEER IF MOVEMENT AND/OR CRACKS ARE MIN. 1 EXIT DOOR REQU'D WITHOUT TRAVEL THROUGH GARAGE NOTED. Y^2 I I 2 MIN,OPENING:3'-0"WIDE x 6'-8"HIGH •' I FRAMING NOTES: A- I ..:• i A-5 � WIDTH SHALL NOT BE LESS THAN 36"CLEAR.HANDRAIL PROJECTION IS 4.5"MAX I ; . L +I HEADROOM MIN.=6'-8" WOOD AND TIMBER CONSTRUCTION SHALL COMPLY WITH REFERENCE OR LATEST EDITIONS OF THE FOLLOWING STANDARDS:NATIONAL FOREST PRODUCTS ASSOCIATIONS,AMERICAN INSTITUTE OF TIMBER TREADS AND RISERS:7.75"MAX RISE,10"MIN.TREAD CONSTRUCTION,AMERICAN PLYWOOD ASSOCIATION,AMERICAN WOOD PRESERVERS ASSOCIATION U L- -- - - - - - - A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 12'-3"BETWEEN FLOOR STANDARDS UNEXCAVATED o THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE cel I LEVELS OR LANDINGS. BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. Existing No Change _ PROVIDE FLOOR OR LANDING AT TOP AND BOTTOM OF STAIRS I *EXCEPT AT TOP OF INTERIOR FLIGHT OF STAIRS,PROVIDED DOOR DOES NOT SWING OVER WOOD FRAMING STAIRS.SIZE OF LANDING IS MIN.36"IN DIRECTION OF TRAVEL.WIDTH TO BE EQUAL TO STAIR OR 1.ALL LUMBER IS TO BE NO.2 OR BETTER DOUGLAS FIR LARCH WITH THE FOLLOWING MINIMUM I I> co ro I I� SPECIFICATIONS: z Ali n New Foundation Wall with Exi5tin cU DOOR SERVED g g FB=875 PSI WALKING SURFACE OR TREADS AND LANDINGS OF STAIRWAYS SHALL BE NO STEEPER THAN 2% FV=180 PSI SLOPE FC PERP=625 PSI Equal F_ - - -1 Equal PROVIDE AT LEAST ONE HANDRAIL ON ONE SIDE OF STAIR WITH 4 OR MORE RISERS. E=1,600,000 PSI 3-1�"x 92' L\YL I 3-14"x 92' LVL I = -N 2.ALL LAMINATED VENEER LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: -�- -�- - 1.HEIGHT=34"MIN,38"MAX FB=2,900 PSI L - - --I I N 2.CONTINUOUS TO FULL LENGTH OF STAIR ABOVE TOP RISER TO LOWEST RISER RETURN ENDS FV=290 PSI OR PROVIDE NEWEL POST OR SAFETY'TERMS FC PERP=650 PSI Existing Foundation 3 to 2' dia detail 3/A-5 '• I E=2,000,000 PSI I I Date: 3.MIN.HANDRAIL SPACE BETWEEN WALLAND RAIL=11/2" 3.ALL LAMINATED STRUCTURAL LUMBER IS TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: I I Submit For Permit 9-12-18 SECTION R312:GUARDS I FB=2,800 PSI u� 5-9/z Note: 8- 2 FV=290 PSI ALL RAISED SURFACE 30"ABOVE FLOOR OR GRADE TO HAVE 36"MIN.GUARDS,OPEN STAIRS 30" FC PERP=740 PSI cn v CRAWL SPACE I I THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE SOLELY ABOVE FLOOR OR GRADE SHALL HAVE 34"MIN.GUARDS. E=2,100,000 PSI O 3" Fiat Slab N I WITH RESPECT TO THIS PROJECT.THEYARE NOT TO BE USED BY 4.ALL TREATED LUMBER IS TO BE N0.2 OR BETTER SOUTHERN YELLOW PINE WITH THE FOLLOWING MINIMUM cv = I I> to THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR SUPPLIERS _ ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT I • '• IUj m OUTSIDE THE SCOPE OF THE WORK.POSPISIL&BROWN SPECIFICATIONS: GUARD OPENIIJGS NOT TO EXCEED 4" (SPHERE) ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS AND RETAIN SECTION 313:ALARMS FB=975 PSI PROVIDE SMOKE ALARM AT SLEEPING ROOMS,AND AREAS IN IMMEDIATE VICINITY OF FV=175 PSI m I IU INADDITIONTO THE COPYRIGHTS.THOE DESIGN SHOWN AND THER RESERVED TS, Post from above -typ „ I DESCRIBED HEREIN,INCLUDING ALL TECHNICAL DRAIINGS,ARE FC PERP=565 PSI 3 New.5thick poured I BEDROOMS AND IN BASEMENTS Note: contractor to verify N PROPRIETARY AND CANNOT BE COPIED,DUPLICATED,OR E=1,600,000 PSI existing foundation and z Conc. Foundation I COMMERCIALLY EXPLOITED,IN WHOLE OR IN PART WITHOUT PROVIDE CARE30N MONOXIDE ALARM ON ANY STORY WITH A SLEEPING ROOM ORA FUEL 5.ALLANTHONY POWER BEAMS(APB)ARE TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: I WRITTEN AUTHORIZATION OF POSPISIL&BROWN ARCHITECTS, FIRED/BURNING APPLIANCE AND EQUIPMENT,FIREPLACE OR ATTACHED GARAGE. FB=3,000 PSI report conditions back to I I P.C. Architect FV=300 PSI CRAWL SPACE I - I COPYRIGHT 2016.ALL RIGHTS RESERVED. 01.EXISTING DWELLING UNITS SHALL BE EQUIPPED WITH SMOKE DETECTING DEVICES FC PERP=805 PSI Existing No Change - - - - - - _ - - - - _ _ _ _ _ _ _ J RECEIVING THEIR PRIMARY POWER FROM BATTERIES OR FROM THE BUILDING WIRING AND E=2,100,00 PSI - I Seal: THERE SHALL BE NO SWITCH IN THE CIRCUIT OTHER THAN THE OVER CURRENT DEVICE #5 rebar dowels C in t n PROTECTING THE BRANCH CIRCUIT. 6.CONSTRUCTION DESIGNED TO WITHSTAND A 130 MPH WIND LOAD AS PER ON OF THE LISTED STANDARDS. 5drilled 4 epoxy - - - - - - - - - - C.S.Vent seto existing I 02.ALL SMOKE DETECTING DEVICES TO BE PROVIDED AND INSTALLED SHALL EITHER BE AS PER R.301.2.1.1 DESIGN CRITERIA foundation wall prior ACCEPTED PURSUANT TO RULES AND REGULATIONS PROMULGATED BY THE COMMISSIONER, to forming new wall. APPROVED BY THE BOARD OF STANDARDS AND APPEALS OR BE LISTED BY A NATIONALLY 7.ALL BEAMS FABRICATED WITH MULTIPLE LAMINATED VENEER LUMBER BOARDS ARE TO BE NAILED/BOLTED IN 12" o.c. vert. Typ. I RECOGNIZED INDEPENDENT LABORATORY THAT MAINTAINS PERIODIC INSPECTIONS OR ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. PRODUCTION OF LISTED EQUIPMENTAND WHOSE LISTING STATES THAT THE EQUIPMENT MEETS B.ALLSTRAPS,CONNECTORS,PLATES,BOLTS,NAILS,ETC.ARE TO BE GALVANIZED OR STAINLESS STEEL. - NATIONALLY RECOGNIZED STANDARDS. DESIGNATED CONNECTORS,STRAP ETC.ON THESE DRAWINGS ARE MADE BY SIMPSON UNLESS INDICATEDm 03.NO DEVICES SHALL BE DEEMED TO BE IN COMPLIANCE UNLESS IT IS OF EITHER THE OTHERWISE.ALL CONNECTORS,STRAPS ETC.ARE TO BE NAILED/BOLTED IN ACCORDANCE WITH THE 16'-I I" p IONIZATION CHAMBER OR PHOTO-ELECTRIC TYPE.SUCH DEVICES SHALL BE IN COMPLIANCE MANUFACTURER'S SPECIFICATIONS. +I 1 WITH THE REFERENCE STANDARD RS 17-1. Crawl Space Ventilation: Drawing Name: 9.ALL FLOOR SHEATHING IS TO BE 23#32 INCH AC TYPE PLYWOOD,TONGUE AND GROOVE,WITH AN APA SPAN 04.SMOKE DEFECTORS SHALL BE LOCATED 15'OFF ANY BEDROOM(MAXIMUM) RATING OF 48/24.FLOOR SHEATHING SHALL BE GLUED AND SCREWED TO THE FLOOR JOISTS(6"O.C.EDGES Min required: 15f per 150 sf 06.CARBON MONOXIDE DETECTORS ARE TO BE INSTALLED AS PER INTERNATIONAL AND 12"O.C. FIELD). Proposed: 375 5f/ 150 f = 2.55f PROPOSED PARTIAL RESIDENTIAL CODE SECTION R315;ON EACH FLOOR AND ADJACENT TO BEDROOM DOORS,MIN. Provide: (3) 1 G"x 8" Vents A_rJ FOUNDATION PLAN ONE PER FLOOR.DETECTORS CAN BE BATTERY POWERED. 10.ALL WALL SHEATHING IS TO BE 15/32 INCH APA RATED XPOSURE 1 PLYWOOD AND SHALL BE NAILED PER DETAIL(J) NOTES 11.SOLID BLOCKING IS TO BE INSTALLED EVERY 8'MAX OR MID SPAN OF ALL FLOOR JOISTS WITH SPANS EXCEEDING 8'. Drawing Number: 12.DOUBLE JOISTS ARE TO BE INSTALLED BELOW PARALLEL WALLS. 13.13LOCKING IS TO BE INSTALLED AT ALL POINT LOAD BEARING POINTS. p ROO 5 E D PARTIAL F V N D ATIN PLAN LA \ 14.WALLS ARE TO BE FRAMED WITH 2X6 INCH STUDS SPACED 16 INCHES O.C.UNLESS INDICATED OTHERWISE. I I Scale. /4it 15.ALL JOIST AND BEAM HANGERS AND FASTENERS USED ON THE EXTERIOR ARE TO BE SIMPSON TYPE 304 OR ® � 316 STAINLESS STEEL. 16.ALL BOLTS NUTS AND WASHERS ARE TO BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. FOUNDATION PLAN LEGEND Existing Construction To Remain POSPISIL & BROWN } ..............{ Existing Construction To Be Removed ARCHITECTS,, P.C. Poured Concrete Foundation Wall Stone/ Brick Veneer C.M.U. Block Wall www.pospisilbrown.com - - - - Poured Concrete Footing 141 Hampton Road T.631.283.3465 I �� Steel Column Southampton,NY. 11968 F:631.283.3593 L_J I ❑ 3- 2x6 Wood post f ❑ Post From Above Project Name: -— Beam Line Direction of Framing Above Brittman Residence B.O.F. Bottom of Footing T.O.L. Top of Ledge Glenn Road T.O.S. Top of Slab Southold New York T.O.W. Top of Wall Eq. Equal F.V. Field Verify - - - - J C_=-==------ - - - � O.C. On Center - - - - - - - - - - - - -� T.B.D. To Be Determined II I A-5 l A.F.F. Above Finished Floor II Ll Framing Notes: E I I 1 .) Provide solid blocking below all frame walls. I I busting Roof Rafters Existing Roof Rafters 2.) All dimensions are from framing unless otherwise noted. 3.) Use (3) 2x8 headers for windows and doors unless otherwl5c I ' I 4 ) Wide flange beams with offset point loads from above to GARAGE I I I 6, receive web stiffeners below offset point load, typ. Existing No Change i I I I II II x I ± 101-55/81' I I w I I II I ±7-35/8' I II I II I E I— � I N I 2 I � o Ilo 109 2 - _ - - - - - I I I - - - - - O CO A-5 r - - - - �r = Ex15ting Rbdf Rafters EXI5tIn Roo Ra em ttA' -5 A-5 N - - - - - - - - - - - - I � � — — - - — I � z .. New 2x 0 Shed R.R. I W MECNANICAU .„ I I @ I�' C- 5— � — 1 - - — — - - - - - I LAUNDRY I COVERED PATIO I ROOM m Existing No Change Q Renovate +��1 L' x I o I I I I o Radiant heat w/the m -N o `�, N (10 D2 CD N I I lam/ N s N I I I I 107 o = El % LLL] w O — 0 - - — — — — — — — — - - - - z + - 1 �I --- --- 0 _ 6? cn a New x 10 R.R °� 106 % Kitchen Cabinets by owner U I . `� O w I U <Z1 �„ 1 7 U New 2x �L i ew ( ) I I g L. .L. H ad U p C.J. @ 16" Post fr m - ---------------� I U O.C. roof (n @) E I — M N �' _ `� New 2) I 8' L. .L. Id e U O � x c� x I75_ I N Iv 105 — N N N N — N O 1 I1� _ ----------- -------- Umm z KITCHEN I z = DINING ROOM _ Date: Renovate 1 o I04 U F - - - Radiant heat w/ tele z I U Radiant heat w/the 0 p Submit For Permit 9-12-18 F I 14'-Ca1�2' I'-I I" 5/z' �' N Note: +/ _ _ __ _ _ ` _ =CE _ _ _ ___ _ _ _ n — — 15t Ridge — 1 3 @) THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF 311 3 POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE SOLELY O fT�A tt) i� z WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE USED BY /✓/ I/Ji/ / / // / /////„ I I i — -- _ _ — THE OWNER,CONTRACTOR,SUBCONTRACTORS OR SUPPLIERS STHETHE SCOPE OF THE WORK.POSPISIL&iBROWNECT PROJECTS OR FOR ADDITIONS TO TH ....... ...­ �H `J % I I OUTSIDE ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS AND RETAIN s� -14'x 92° LVL I I I-T ALL COMMON LAW,STATUTORYAND OTHER RESERVED RIGHTS, 101 102 103 II I ) 1 IN ADDITION TO THE COPYRIGHTS.THE DESIGN SHOWN AND � DESCRIBED HEREIN,INCLUDING ALL TECHNICAL DRAWINGS,ARE PROPRIETARY AND CANNOT BE COPIED,DUPLICATED,OR COMMERCIALLY EXPLOITED,IN WHOLE OR IN PART WITHOUT LIVING ROOM Equal Equal 5%2' — I I 4 I WRITTEN AUTHORIZATION OF POSPISIL&BROWN ARCHITECTS, L9 I I I P.C. Exi5ting No Change EX15t U I COPYRIGHT 2016. ALL RIGHTS RESERVED. FP 16'-1 11, Proposed Addition m I seal: ENTRY ll — Exi5tln�Change I I +I - II I II I I i I F II E A-5 - - -� �- - — J L - - - - - - - - -� � I A-5 - - ---- - Drawing Name: PROPOSED PARTIAL EI RST FLOOD PLAN PROPOSED PARTIAL ROOF FRAMING PLAN FIR05TOfLOOK PAR I � Scale:%4'I = P-0" 5cale:%4" = 1 '-0" PROPOSED PARTIAL ROOF PLAN Drawing Number: POSPISIL & BROWN ARCHITECTS, P.C. www.pospisilbrown.com 1 U J1111 1 141 Hampton Road T. 631.283.3465 u I u I Southampton,NY. 11968 F:631.283.3593 J1 �1_1L1 1111- ' i III I I I I II Ill II I I II JLLLII II II II III I I L 1 1_l 1)-ll 1-L111LLUl_u1 lll i t w 1 !! I I �u I p l � � u ! 1 li Project Name: II 1 � it W 1111 W1 A Ill � L� - Jul—, �® Brittman Residence 1 I I E I u�1i111 I l ; 1 'I 1JJ 1- I L I I Ul_ 1 llLl1_I1�1 I L11L1LILILLLI II ILII_ 1 L1lll IJ. I1 1�11_l 111 1 __ l > HILL 1W LIL Lw 1_ �: , Glenn Road LL�11-1 lJ1 L 1 lll 11 1LW 11 1 W Southold New York l _I l l Ul L1 Li X111 111 t- I 1 ll Lu111 L1LW IULLIULiL First Floor Celhng � I II I I III I e I II EI E P-41 Top of Finished r fir 77 5t st Floor e j 'll Elev. +0'-0 �I Top of Finished Floor @Laundry Room I — lev Top of Slab @ Garacle DINING ROOM ADDITION Elev. -2'-2"± DINING ROOM ADDITION PROPOSED PARTIAL FRONT ELEVATION (@ GLENN RD) 2 PROPOSED PARTIAL REAR ELEVATION I Scale:4" = 1 '-0" Contractor to F.V. location Of ex15ting window- relocate as required Ist gable 1- 111 1J 11I l l-LI L IL I 00/1 EXTERIOR WINDOW SCH EDU LE I J I I I I I I i E ua u1L uu uu a uu u uua uuu u u u lul u u uu uu a -luu >Juu II hu NO. MANUFACTURER/ TYPE MODEL R.O. R.O. FINISH MUNTIN GLASS REMARKSa 1;_11. llW_�__ ll1Ll1ll_ll_U _LW_ 1111L�_ � L�1 1 L�WU SERIES Width Height O pate: Existing n to RemainE of Andesen Woodwright Double Hung WDH 243 I O 2'-G a' 4'-0 Z" (Int.White) 8"5DL Low E4 Match Submit For Permit 9-12-18 —Exist - O (Et. White) - � Note: i I ite Z (nt.Wh ) \ THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY F DL 0 o Andesen Woodwright Double Hung Wpry 243 I O 2' G 4 O e Zg"S Low E4 First Floor Gelling _ - POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE SOLELY _____ WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE USED BY (Ext.White) THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR SUPPLIERS (Int.White) ��� Elev. +8'-O" ±- i o Andesen Woodwri ht Double Hung WDH 243 I 0 2'-G-5L" 4'-0�" g SDL Low E4 r _ ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT g (Ext. White) (Int.White) OUTSIDE THE SCOPE OF THE WORK.POSPISIL&BROWN oa Andesen Woodwright Double Hung WDH 203 I 0 2'-2 g' 4'-0 8' (Et.White) SDL Low E4 ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS AND RETAIN ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS, Full Framed WPW Z (Int.White) IN ADDITION TO THE COPYRIGHTS.THE DESIGN SHOWN AND o Andesen Woodwright 4'-I I8' 4'-O B' g'SDL Low E4 DESCRIBED HEREIN,INCLU COPYRIGHTS. HE DESIGN SHO WINGS,ARE Double Hung 4 103 I O (Ext.White) PROPRIETARY AND CANNOT BE COPIED,DUPLICATED,OR i (Int.White) Z� io Andesen Woodwri ht Double Hung �,�pry 203 I O 2'-2 8' 4'-O g' a SDL Low E4 g (Ext. White) i _ COMMERCIALLY EXPLOITED,IN WHOLE OR IN PART WITHOUT Oo Andesen Woodwri ht Double Hung WDH 203 0 2'-2 8" 4'-O 8' (Int.White) 8"gDL Low E4 1 O I 1 I — WRITTEN AUTHORIZATION OF POSPISIL&BROWN ARCHITECTS, 9 (Ext.white) Top of Finished P.C. o Andesen Woodwright Double Hung WDH 20310 2'-2 g' 4'-0 Z" (Ext.Wh te) a��SDL Low E4 Floor @ First Floor 11 11 F COPYRIGHT 2016.ALL RIGHTS RESERVED. o Andesen Woodwri ht Double Hung ��pry 203 I 0 2'-2 g" 4'-0 g' (Int.White) a'SDL Low E4 Elev. +O'-O"� g (Ext.White) Seal: Top of Finished Floor @Laundry Room Note; lev. El-Provide extension iambs as field conditions dictate. Provide the Architect with a complete et of shop drawings for Top of Slab @ Garage_ El El approval prior to placing window and door order. Any windows or doors ordered without approval form the Architect will Elev. -2'-2"± be the re5pon5iblllty of the Contractor. ± I O 9 DINING ROOM ADDITION LAUNDRY RM -Provide * Install all Required Doors, hinges, catches, stops * owner provided lockset. Contractor shall verify all slZes and ADDITION review all Interior and exterior door swings with the owner prior to ordering 3 PROPOSED PARTIAL FRONT ELEVATION (@ MAIN DAYVI EW RD) Drawing Name: _ Scale:%4'i — 1 '-0" PROPOSED PARTIAL ELEVATIONS SECTIONS THRU ADDITION Drawing Number: t- - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - -- - - - - - - 1 i POSPISIL & BROWN 1 ; ARCHITECTS, P.C . - -- - - - -- - - -- - - -- --- - - - - - - - -- - - - - - - - ---- - - - - - - - --- - - - - - - - - - - 1 1 12 ± I 1 I 1 MatchD Exist 40P ' 1 1 www.pospisilbrown.com ' ' 1 141 Hampton Road `- = New(3) 1 I �" , P T.631.283.3465 4 LV.L. Header 1 I Southampton,NY. 11968 F:631.283.3593 I 1 Architectural Lifetime Asphalt 1 shingles to match existing r First Floor Gelling _ 1 1 30 # building Felt 1 Elev. +8'-0" — 1 1 1 Project Name: + I 3/4' CDX plywood sheathing 1 1 x 10 Roof rafters with Closed ' Brittman Residence FF 1 Cell Spray In5ulation-R-49 1 LH--- -1 -- Eb C? 4i x8 Insulation StopperTop@ ini5h Floor _-- ----- -- _=-==- -=--- .-�- =jj - 1 1 '. S/°/'ed 2x8°e�h on all _ 1 Glenn Road _floor _ . . eaves * valle5sl mi.24 a5 ' - i I Window Seat I 9�Oj @ / inside surface past exterior Southold New York 1_ 1 Sts \ Dining Room I I ; , 6 ocwall 1 Top of FIn15hed Floor @Laundry Room 1 i 1 2xG Sub Fa5GIa Board 1 r 1 _Top of Slab @ Garage_ ; II' , 1 1 "�<77-�—Alum.gutter5- to match exist 1 Crawl Space ; i , �I x Azek Fascia Board -Ptd to match exist Azek Soffit i I x Azek Trim Board -Ptd to match exist h ood blocking as required 1 I x Azek Trim Board -Ptd to match exist 1 I Medium density closed cell spray 1 y p ` Insulation @ perimeter 3" min- tp 1 1 I 1 1 I SECTION TH ICU DINING DOOM ADDITION 1 ' I , Scale:%4'I = 1 '-0" I 1 I 1 1 1 1 1 1 1 I m 1 1 I N 1 1 1 1 X , 1 1 +l 5� 1 1 1 3V2" or 4" 0 std. Alpe column 2xG exterior stud wall @ I G" O.C. 1 I 1 1 SII 1 5/8" She trock w/skim 8" Sheathing ' coat- ty . 1 1 G"x G"x Y,5" 5tl. bearing plate with I 1 1 5# building felt 1 1 1 Finished floor-owner selected 1 Note, drilled In anchors. 1 1 Cedar erfectlon5 51din to match exl5tin Note: Anchors can be omitted if conc. p g (5j 1 slab locks In column. 4" Plywo d 5ubfloor- glue It screw 1 1 9 2"TJI 230 Series FJ j Hurricane strapping; see Typical Diagram Sheet A-0. I 1 1 clr., a a s d ° a Continuous poured concrete footing (3500 psi) 1 1 @ I G" 0 W/high density R-30 a 1 1 typ. d a a 1 1 Insulation Medium den5lty closed cell spray insulation @ 1 p , a �/ a dmf 4 3- #5 bars, each way ; , — — — perlmeter3" in Yp TOP OF FINISHED FLOOR ELE.+ O'-O" Align with Exist 1 d D a , 2xG bottom 5111 plate 1 a 1 1 II d 18" Rim Board 1 1 30" square footing 1 I ! III 5/8"x 18" hooked anchor bolt with washer at top 1 jI@ 32" o.c., 12" from corners and openings- typ. 2x8 Treated Sill Plate w/5111 sealer and 'Copperkraft' 1 L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----- - - - - -- - - - - - - - - - J termlteshleld (Installed copper 50c up)- typ. ?I. _TOP OF FOUNDATION WALL 1 1 ° F.V. Adju5t to align Top of Floor Joists 1 ° ® a 2: w/existing TYPICAL WALL SECTION DETAIL 3 1 � ° la ° 2-#5 Continuous rebar at top, meddle bottom 1 SCale: y4n = I '-0" 1 8 a 1 dlo1 1 s 1 Date: 1 � d ° 1 Submit For Permit 9-12-18 1 cn Continuous poured concrete foundation wall (3500 psi) 1 Note: 1 1 THESE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF 41 Existing Ridge-f.v. I 41 1 POSPISIL&BROWN ARCHITECTS,P.C.AND ARE FOR USE SOLELY "6 ° {2, d (I) heavy coat spray-on waterproofing (by Watchdog' WITH RESPECT TO THIS PROJECT.THEY ARE NOT TO BE USED BY r Existing R.R.-f.v. 1 � or approved equal) on exterior face of all foundation 1 THE OWNER,CONTRACTOR,SUB-CONTRACTORS OR SUPPLIERS 1 a Wall5- tYp' , ON OTHER PROJECTS OR FOR ADDITIONS TO THIS PROJECT 1 OUTSIDE THE SCOPE OF THE WORK.POSPISIL&BROWN ARCHITECTS,P.C.SHALL BE DEEMED THE AUTHORS AND RETAIN 1 6' 3" Rat slab , ALL COMMON LAW,STATUTORY AND OTHER RESERVED RIGHTS, a+4 I5ting Garage 1 Q 11� a IN ADDITION TO THE COPYRIGHTS,THE DESIGN SHOWN AND e Ond I DESCRIBED HEREIN,INCLUDING ALL TECHNICAL DRAWINGS,ARE beyond Y , a °� I/ ' PROPRIETARYAND CANNOT BE COPIED,DUPLICATED,OR Attic y2i wide a5phaltic filled expan5lon joint- typ. COMMERCIALLY EXPLOITED,IN WHOLE OR IN PART WITHOUT 1 WRITTEN AUTHORIZATION OF POSPISIL&BROWN ARCHITECTS, Adjust OHP.c. 1 ° #5 dowels, bent @ 48" oc , to align fascias 1 Y a d -embedded min 30° 1 COPYRIGHT 2016. ALL RIGHTS RESERVED. First Floor Ceiling r'� ) 1 Seal: 1 a 2- #5 Continuous rebar at bottom , 3 2" wide x 12' deep continuous key 1 E 1 d a 1 a d a Continuous poured concrete footing (3500 psi) 1 Top of Finished CC) 1 ° a a 1 Floor, @ First Floor +1 1 a a a - 3- #5 Cont. rebar Elev. +01-'O"---\ :` 1 0 � – ry – � Ir Laund / Mechanical Room ' 1 Top of Finished 1 _ _ _� BOTTOM OF POURED CONCRETE FOOTING 1 Floor @Laundry ROOM I g 1 Drawing Name: ELEV = Bottom of Existln Exist Floor oi5t5- F.V. 1 1 3" 3" Top of Slab @ Garage j j SECTIONS THRU ADDITION Elev. -21-211± Crawl Space Crawl Spacelo lo EX15t % - - - - - - --- - - - - - - - - - - - - - - - - - -- - - - - - -- - - - - - - - - - - - - - -- - - - -- - - - - - - - -� SECTION DETAILS ------------------------- ------------------- TYPICAL WALL SECTION DETAIL 4 Drawing Number: Scale: 14" SECTION TH ICU LAUNDRY DOOM ADDITION _ 2 -= , 9 Scale: _ 1 4 0