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HomeMy WebLinkAbout41875-Z �21"L yo�FF�t Town of Southold 7/20/2018 P.O.Box 1179 o - .� 53095 Main Rd y��l �ao� xfiSouthold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39779 Date: 7/20/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 3689 Pine Neck Rd, Southold SCTM#: 473889 Sec/Block/Lot: 70.-6-24 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/31/2017 pursuant to which Building Permit No. 41875 dated 8/10/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS INCLUDING A SCREENED PORCH,UPPER LEVEL DECKS,AND MASONRY FRONT ENTRY TO AN EXISTING ONE FAMILY DWELLING,AS APPLIED FOR The certificate is issued to Breese Property Trust of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41875 05-23-2018 PLUMBERS CERTIFICATION DATED 05-08-2018 a Piecuc WAk ut ori ed Signature I A o Town of Southold 7/20/2018 f . P.O.Box 1179 o _ 53095 Main Rd Southold,New or 11971 CERTIFICATE OF OCCUPANCY No: 39780 Date: 7/20/2018 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 3689 Pine Neck Rd, Southold SCTM#: 473889 See/Block/Lot: 70.-6-24 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/31/2017 pursuant to which Building Permit No. 41875 dated 8/10/2017 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: ACCESSORY TWO CAR GARAGE AS APPLIED FOR The certificate is issued to Breese Property Trust of the aforesaid building. SUFFOLK COUNTY DEPART ME T OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41875 05-23-2018 PLUMBERS CERTIFICATION DATED utho i ed Signature �g�FFol�,c TOWN OF SOUTHOLD IPA BUILDING DEPARTMENT TOWN CLERK'S OFFICE y 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#: 41875 Date: 8/10/2017 Permission is hereby granted to: Breese Property Trust 7701 SE 58th St Mercer Island, WA 98040 To: construct additions and alterations to existing single-family dwelling as applied for per Trustees approval & DEC Non-Jurisdiction Letter. At premises located at: 3689 Pine Neck Rd, Southold SCTM # 473889 Sec/Block/Lot# 70.-6-24 Pursuant to application dated 7/31/2017 and approved by the Building Inspector. To expire on 2/9/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,119.20 CO -ADDITION TO DWELLING $50.00 Total: $1,169.20 (W Builds Spector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. , 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April'9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: a/ (�(&f e- P( 6{c- V-6-414) 6--U 9140 P House No. Street Hamlet Owner or Owners of Property: J 0f+J C GLL L`i° tel__ Suffolk County Tax Map No 1000, Section 0-7 0 Block 06 Lot ;Z;4 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary jC�ertificate Final Certificate: (check one) Fee Submitted: $ 6V Applicant Signature Ae-e-N f , pF S0�/��®� Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® �� roger.richert@town.Southold.ny.us Southold,NY 11971-0959 ;41% O ,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Breese Property Trust Address: 3689 Pine Neck Road city,Southold st: New York zip: 11971 Budding Permit#: 418755 Section: 70 Block: 6 Lot: 24 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Platinum East Electric License No: 34091-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat Duplec Recpt 76 Ceiling Fixtures 11 HID Fixtures Service 3 ph Hot Water GFCI Recpt 13 Wall Fixtures 14 Smoke Detectors Main Panel 200A A/C Condenser 2 Single Recpt 3 Recessed Fixtures 65 CO Detectors Sub Panel 50A A/C Blower 3 Range Recpt 20A Fluorescent Fixture 2 Pumps Transformer Appliances DW Dryer Recpt 30A Emergency FixtureTime Clocks Disconnect 200A Switches $2 Twist Lock Exit Fixtures TVSS Other Equipment: 1- Paddle Fan, 3- Bath Fans, Range Hood, 30A Oven, 4 ARC Fault Circuit Breakers. Notes: Inspector Signature: Date: May 23, 2018 0-Cert Electrical Compliance Form.xls f Town Hall AnnexFr--!l 1)7 802 D GCS 54375 Main Road ! ' 63 '6 9 P.O.Box 1179 Southold,NY 11971-0959 MAY 7 2018 BUILDING DEPARTMENT TOWN OF SOUTHOLD TOWN OF SOUTHOLD CERTIFICATION i Date: E Building Permit No. yib�s Owner: ,rt e l e (Please.print) i p i -,-Plumber: (Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. (P tubers Signature) Sworn to before me this ' 1 day of - 201/ ti CONNIE D.BUNCH P 6AA Notary No.01 BU61850b5Public,State of N0 York lsv Quaffed In Suffolk County � Commission Expires April 14,24\D Notary Public`.1 �.;Caunty, i i i f i%'6000' �Of SOUTy UNi`1 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ UNDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION, [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) , [ ] ELECTRICAL (FINAL) r REM KS: t1b Q� ovoo6l 1064,n bydQ I yk k "4 DATEC///R AX0 INSPECTOR 1�6� oFso� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1 NSPECTIO-N [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: (O"t.".. • NI, V✓✓ r rt/C ov, DATE INSPECTOR qf Sou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION [ ] FOUNDATION 1ST ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: wil ` 1 1, DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [.ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: of �. .�� � gy=p- DATE INSPECTOR coUNi`1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 'INSPECTION [ ] FOUNDATION 1ST [ ] UGH PL13G. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [, ] FI SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (F NAL) REMARKS: �� l5ovI Aw-\V-(-bmWV c DATE INSPECTOR Ia0F SO//l TOWN OF SOUTHOLD BUILDING DEPT. Comm 765-1602 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL). [ ] CODE VIOLATION [ ] CAULKING REMARKS: VIV �� WAAn Lmve�— v7tvu roA—. . S few Aom4A • DATE INSPECTOR 9144 oe souryo� * TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,��' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. I [ ] 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 �� INSPECTORS C0Po HUNTER ENTERPRISES,INC. HUNTER INSULATION® HUNTER W ® D ,. 07] 675 Elton Street,Riverhead,NY 11901 (631)2 -41 0 fax(6 )28 `� `=�� D January 31, 2018 JAN 3 1 2018 TOWNOFSOUTHOLD RE: Breese Residence 3689 Pine Neck Road South Ad F ermit# 1875 To Whom It May Concern, The above referenced house was insulated as foll ws: Insulate flat open ceiling with 9" R-30 kraft faced f berlass ins lation. Insulate 2 x 8 slope with 2" closed cell foam and 6' R-19 fiber I ss R-32. Insulate 2 x 4 exterior walls with 3" R-21 closed celI fo m. Insulate 2 x 6 exterior walls with 2" closed cell foa I ar d 3 Y2" i jerglass R-25. Insulate crawl space with 9" R-30 reversed, secured wi h tigers eeth. Sound deaden all interior walls with 3 Y2" fiberglas sound bat . Low expansion foam at windows and doors. Fire caulk all penetrations as per code. Sincerely, �C Kenneth Brauner COMMENTS FOUNDATION(1ST) FOUNDATION (2ND) ROUGH FRAMING& �:,► PLUMBING L�o �;, 'r 5►,► , , ENERGYINSULATION PER N.Y-. STATE • 1 ' / / 1m� ;'�a f� ][ , N ADDITIONAL • salI u • ice` : ! �� . curl t!f 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 11971set of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Su ey Southoldtownny.gov PERMIT NO. ` s Check Septic Form "N.Y.S.D.E.C. `Trustees C.O.Application Flood Permit Examined CO _ ,20 Single&Separate Truss Identification Form ----StS o m-Water Assessment Foran Contact: V 1,omg- Approved ,20 No AFIEM Disapproved a/c } r --*Phone: (03 r •?i�3 ' 2�5 Expir D �) Vj J u ng Ins ector, JUL 3 1 211 l—/APPLICATION FOR BUILDING PERMIT BUILDING DEt. - Date ) J k.= 2G 5201-7 TOWN OF SOUTHOLD INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) 7?or S� S&k 5< KOz6f�jS d�J (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder QLo) OeiL Name of owner of premises 20 fta ko-J D �Al L_4--4 (As A the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proporAls��ed work will be done: 36 �l n (�PCJ�� 2 go v c ec House Number Street Hamlet County Tax Map No. 1000 Section (�`�Q " ';flock (� Lot Subdivision Filed Map No. Q 7 Q Lot 2 If 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy S yJC-- 'f f A m c L-q RCS c pmt C b. Intended use and occupancy�C i X.19 LE (r �U�I , 3. Nature of work(check which applicable):New Building Addition ?C Alteration X Repair Removal Demolition Other Work Q/ f (Description) 4. Estimated Cost �R 0<2 ODG) Fee 109 + �7 O `- l 6 -4�f -o f�� = �2 ✓;7. 60 (To be paid on filing this application) Z10 760 5. If dwelling, number of dwelling units / Number of dwelling units on each floor If garage, number of cars 2- 6. 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front r7P I Rear 70 Depth r Height F()oA rf Number of Stories 1 cl FOS 6o t6c,a i Dimensions of same structure with alterations or additions: Front 7 7. P Depth 2� Height l® (Fxo,,A�7) Number of Stories 8. Dimensions of entire new construction: Front Q Rear 7 +Depth Height 76r (CvL,-O Number of Stories 6� 9. Size of lot: Front I Q Rear l / Depth 23� 10. Date of Purchase aaO Name of Former Owner 40 C'✓!C'- c 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO,,X 13. Will lot be re-graded? YES NO1'4 Will excess fill be removed from premises? YES X NO 7 7t7( S E 5�,-Er,�.5T 14. Names of Owner of premises�'�"� �� Addresshkt7LM F5 -LA) L9�hone No.ao 6 9 Name of Architect '?ZTaa 2 Address 149.3 ST(�reg Phone No 63L-- 333-25�7 1 Name of Contractor 6e-s+4 EoCtTT Address "'I" Phone No. 7900 N- -Vjq Tfp(� jg07, s0,)-70-x-A )Ng-11 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES /'< NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES '- NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFS 0( TUy)n -Rfe being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the 0 vy�� (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this a-7 day of 2017 TRACEYLID ER otary Public NOTARY PUBLIC,STATE OF NEW YORki ture of Applicant NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2ja-1 W1SPSW=1­V1M1MW1"a1, M-M •"OF7SO'UTH'OLD,-T-,4JW'-N--,-T--g2UI STFIES ° i S4T' 'H16t1b'NEW YORK MIA 10., IT NO.-8956 J 'PERM DATE:.FEBRU=ARY 15. 2017 ISSUED TO: - BREESE,,PROP-ERTY­TRUST PROPERTY ADDRESS:;-1689,P.IN-,EfN.,KCKROA-DwSOU,THOLD S CTM# 1000-70-6-24 To M AMU614ZATION' Pursuant-to the provisions,of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Bozr,dpf Trustees addptie'd*at the 'meeting-held on February 15,12017,and in consideration of application fee in iliesum of $250.00 paidby Breese.Property Trust and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to demolish a portion of the cast wing and attached:' Lakage_to the existing 2,668sq.ft.one-story dwelling; reconi"et,a sli6dilarger east,Wing and garage for a combined new foot g print of 3,480sq.ft;with the condition'idition,of the installation of gutters to leaders 1 to drywelli to contain roof'run=off; and'as&0­ict46uthe;r6*ised site plan prepared by Breese Architects,received on February 27,2017,and stamped approved on February 27,2017. A IN WITNESS WHEREOF,the said Board of Trustees hereby causes its'Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. 'R M H IIJ o�� (/��,ol Michael J.Domino,President Of SOTown Hall Annex John M.Bredemeyer III,Vice-President ~ 54375 Route 25 P.O. Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski �pQ Telephone(631) 765-1892 Greg Williams OIy�,QU Fax(631) 76576641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF-COMPLIAN ----..._---___ - - - ----- -�-� # 1487C Date: July 16, 2018 THIS CERTIFIES that the demolition of a portion of the east wing and attached garage to the existing 2 668sq ft one-story dwelling;reconstruct a slightly larger east wing and garage for a combined new footprint of 3 480 ft•-with the condition of the installation of gutters to leaders to drywells to contain roof run-off;' At 3689 Pine Neck Road, Southold Suffolk County Tax Map#1000-70-6-24 Conforms to the application for a Trustees Permit heretofore filed in this office Dated January 13,2017 pursuant to which Trustees Wetland Permit#8956 Dated FebruW 15,2017,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 demolition of a portion of the east wing and attached garage to the existing 2 668sq ft one-story dwelling;reconstruct a slightly larger east wing and garage for a combined new footprint of 3 480sq ft• with the condition of the installation of gutters to leaders to dDaells to contain roof run-off. The certificate is issued to Breese Property Trust owner of the aforesaid property. Authorized Signature D J U L 16 201$ BUILDING DWr• TOWN OF SOU HOLD NEW YORK STATE DEPARTMENT ®P'ENVIR614MENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY`w Stony Brook.50 Circie Road,Stony Brook,NY 11790 P:(631)444-03651F.(631)444-Q360 www.dec.ny.gov LETTER OF N0 JURISDICTION TIDAL WETLANDS ACT John Breese June 22,201 7701 SE 58th St ' Mercer Island, WA=98040 Re: Application #1-4738-03936/00003 Breese`Property, 3689 Pine Neck Rd, Southold, NY k. SCTM # 1000-70-6-24 Dear•Applicant: Based. on the information you have submitted, the Department of Environmental Conservation (DEC) has determined that the-property landward of the 10'elevation contour'line, as shown on the survey/site plan prepared by John J Condon P.E..daied 6/16/2017, is beyond Tidal Wetlands Act (Articl'e'25)jurisdiction."The proposed project consisting of the construction of a new addition onto the single family dwelling, garage- and drywell structures is located landward of the above referenced elevation contour line in its entirety. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required. Be advised, no construction, sedimentation, or disturbance of any kind may-take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a � permit. It is your responsibility- to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Article 25 jurisdiction which may result from your _project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project(i.e. a 15' ' to 20'wide'construction area) or erecting a temporary fence, barrier, or hay bale berm. I Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or,approvals from other agencies or local municipalities. Sin er ly, usbn V. Ackerman Deputy Permit Administrator cc: Condon Engineering', P-.C.; BMHP; file 6 ' k EdE�rY08tK Department of STATE�F � ,xm Environmental ) Conservation " U103:-- Scott A. Russell �.�-� , SUPERVISOR SOUTHOLD TOWN HALL-P.O.Box 1179 p 4 53095 Main Road-SOUTHOLD,NEW YORK 11971 '1'� a Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) Atte=0 � 20I _, V - - - - - - -- - - -- - -- - DO ES' THIS PROJECT---IN- OILVE ANY—OF -'THE'-FOLLOWING-- Yes FO L1LOWING-Yes No (CHECK ALL THAT APPLY) ®10 A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑® B. Excavation or filling involving more than 200 cubic yards of material . within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to .� 100 feet of horizontal distance. �]❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. El[0 E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. El F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent.Contractor,Other) S.C.T.M. #: 1000 Date: Ind NAME Te IZ F? 7b G a 7,90— ill wr111 Section Block Lot Pn� „..,.r<, FC)i� E'�lL D1�C; 1 P,1Fi"1'N EN-1- USIE_-. O`.L i' Contact Information 3 - 2� � 1 rehphrnu�uintrr Reviewed By: Date �— Property Address / Location of Construction Work: — — — — — — — — — — — --- — — — — p (t"j `+E ,� -CC �?� � Approved for processing Building Permit. U�f t I�I �J t f� Stormwater Management Control Plan Not Required. SStorm:'vater Manag..nnent Control Pia1i Required. t (Forward to Engineering Department for Review) FORM ' SMCP -TOS MAY 2014 APPLICANT (Properr) Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 11000 CHAPTER 236 `7 �a Stormwater Management Control Plan CHECK LIST NAME '��` 1z- �1Z-� �5� Section Block Lot N a S M C P -Plan Requirements: Provide ONE co p,,, N,,, q copy of the Building Permit Application. Atz-�`f t!'� ir.r Date: °1 * The applicant must provide a Complete'Explanation and/or Reason for not providing 7�j�'�--�--- 5 ( 3�3•Z5S f I 01 T •�,o„ �„��, 7 all Information that has been Required by the following Checklists I. A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Provide Justification Herel Tow all of the following items: YES NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries ®=0 b. Total Site Acreage. c Existing - Natural & Man Made Features within 500 L.F. O� of the Site Boundary as required by §236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 0O® e. Limits of Clearing & Area of Proposed Land Disturbance. 00UV - f. Existing & Proposed Contours of the Site (Minimum 2'intervals) shall g Location of all existing & proposed structures, roads, we m DING DE driveways, sidewalks, drainage improvements & utilities. Wire Backedhiliz ®��® �® 1� Spot Grades & Finish Floor Elevations for all existing & � Seeding oex LD proposed structures, 1. Location of proposed Swimming Pool and discharge ring, j. Location of proposed Soil Stockpile Area(s). 0O . k. Location of proposed Construction Entrance/Staging Area(s). I. Location of proposed concrete washout area(s). m. Location of all Proposed erosion&sediment control measures. 0 DRAINAGE I 2. Sto-mwater Management Control Plan must Include Calculations showing that the Stormwater improvements are sized to capture,store,and infiltrate on-,)ite the run-off from all-impervious surfaces generated by a two(21 inch rainfall /storm event. that the dFainage has i 3 Det,iils&Sectional Drawings for Stormwater practices are required for approval. i Items requiring details shall include but not be limited to: a. Erosion & Sedii-nent Controls. 0C� b Construction Entrance & Site Access. c. Inlet Drainage Structures (e,g,catch basins, trench drains,etc,) r7=1 I d• Leaching Structures (e.g. infiltration basins,swales,etc.) F U.'E )NC_.Y l Additional Informationlis Required. Reviewed & ` l ® Stormwater Management Control Plan is Not Complete. Approved By. — — — — — — — — — — — — — — — — — — — — — — — — p I Stormwater Management Control Plan is Complete. Date- , i SMCP has been approved by the Engineering Department. FORM * SWCP Check List - TOS MAY 2014 SOUlyo Town Hall Annex Telephone(631)765-1802 54375 Main Road H m�ax(631)765- 5�2� P.O.Box 1179 Q roger-riche o ny.us Southold,NY 11971-0959 OI�CU UNV �•` BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ITH Date: la-� Company Name: A 17 AIV--t , — AX Name: - License No.: Address: 13 ao 9D Phone No.: 09.31 - r)(RS'- y a JOBSITE INFORMATION: (*Indicates required information) *Name: �FAC K -I- CM ic'f 6t e-e-S(r- *Address: 6 °j Pi Ale- Nk R O ® G vT LaCD *Cross Street: ToZr<<5 CK (�S7r�S *Phone No.: Permit No.: j �'I `J Tax Map District: 1000 Section: 70 Block:�( Lot: � *BRIEF DESCRIPTION OF WORK (Please Print Clearly) r60 (Please Circle All That Apply) *Is job ready for inspection: YES / NO Rough In Final *Do you need a Temp Certificate: YES / NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION J 82-Request for Inspection Form �� o�suf FD(,�COG Town Hall Annex �� y� Telephone(631)765-1802 54375 Main Road .< Fax(631)765-9502 P. O. Box 1179 y z Southold, NY 11971-0959 `r X01 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: Location of Property. Please take;notice that the (c. ck applicable line): 'i. , . .. New commercial,or' identialstructure - - - *Addition to existing comm ciaLor residential structure', • Rehabilitationo.an existing'co mercial or residential�structure .:: to be construct6d,'6 r performed at the subject pro rty reference above will-utilize (check applica6k)ine): Truss_type.construction (TT) . . Pre-engineered wood construction (PW) Timber construction (TCY in the following location(s) (check applicable line): , Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) §ignature' Z � Name (person submitting this form): Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 R"�ar+ �U���a h ? rj+ :Sad`. -Cii .fs.nrY),� q�,:�r�w}�•"`. �:'r{' ,3•�EsF�tr���'''�l-� t e!t��'�...`ts7`,.�`'s:�� �'k'3.�C.�':*.•+�l•�rt' � +.',it' j��."x:41"tr t?'it { �-�t¢�i...; e�t,;�y. �Jt Y ,.r �A�i' A t�,a .rft. .?•,. ;�, r.���ra•„ti,�.'.�c.,, zYM rj7t.. f t' .•a,,�=r` •.•;� '.r.^�"•'�.t.�ir•.t^.", } 4MTr�•• t I'd�r^+�x t i�t rl�. `'L•r�'�!. 1 - "i rt�Sr�{;~f !v°-i�r) �.��. 4�n�1,�- •'�.��../r�y2tr�- ),.5't• {� t' �-Y'z'�N. LS.r !�' �-.fir•} -.it.: .^r14'"Y;"`•54=�,.' rt,fv,�,,y�,�^,r•^ f f r�i 't•i rl.� ,. t•� 4! G. rr S ) f1 I E d _E t jj t _ •. mss,. a ^�. � ',.• r _ r s u :f •�j `y y : s . a 1 �y X 1 �a 1 r :� i BOARD WALK TO EXISTING DOCK i JOCKEY CREEK 6A�Or 48-521 WOOD 6ULKHEAD \\�- NON-TURF STRIP EXI5TI NG PLANTING5 TO REMAIN EXISTING PLANTINGS TO REMAIN J � W O_ to I - - 8 EXISTING TERRACE AND POSTS DRYWELL DRYWELL IN EXISTING DOWNSPOUT _ - PROPOSED AREAWAY- DOWN5POU I '.•_I - I LT_ [EX15TING STRUCTURE I EXISTING I STORY WOOD 10 FRAME RESIDENCE PPIOP05ED - ADDITION -EXISTING 10 \ GARAGE G) 1 TO BE ; REMOVED m I � I I ' DOWNSPOUT DOWN5POUTJ DOWNSPOUT '^ _ TO GRADE / J ' DRYWELL DOWN5POUT� \ \PROPOSED\ 12 GARAGE - \\\Iz ---- RIGHT OF WAY ' l PERMEABLE i PARKING SURFACE A5PhALT PAVEMENT Op 1 10' JOCKEY ESTATES DRIVE �OqO�F yFC� 1 PROPOSED SITE PLAN Scale 1"-10'-0" {breesearchltects cam (3REESE ARCHITECTS ofFlce@bmesearchitectscom JOCKEY CREEK RENOVATION {PROPOSED SITE PLAN A0.1 .72117 .y nrnYl ARCHITECTS 508 693 8272 SOUTHOLD,NY SCALE 1'=10'-0" 17 Beach Street,Vineyard Haven,MA 02568 i 1 SURVEY OF: PROPERTY LOCATED AT SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C.T.M. # 1088-70-6-24 AREA = 24,800.0 SF SCALE: 1"=30• NOTE: THE EXISTENCE OF RIGHT OF WAYS, WETLANDS AND/OR EASEMENTS OF RECORD IF ANY, NOT SHOWN ARE NOT GUARANTEED. T r p� PILES �Z • A 7 3 "0 JOCKEY CREEK /I N 88°01'27"E 48.52' WOOD BULKHEAD C. BULK-HEAD CON • MON.. O.L. z n CONCRETE SLAB O = ROOF � 3 Z i RASIED DECK ABOVE m 4 y m r 45 4 cd DECK 0 16.4' N O In S LA (.0 N n m 1 STORY m co P m o to FR. RES O f a 03 r SHED B'0 E 29.4 f� fn O 9 1.9'/E C 14.0 n a PORCH p14.0 PORCH 14.0 15.2 �? 20.8' N N FRAME QF E N GARAGE � 6RY z 24.0 N O Lo N � Jo O 050782 J� >rn o C1�1N0 `L j o S 81053'52"W 23 10' S 82029'10"W 110.0 0' N 06°35'40"W 184.93' PINE NECK ROAD LAND N/F ANDREW SURVEYED BY: UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATIOICA N N I N G OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. PAUL B A R Y L S K I LAND SURVEYING COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. D PATCH 0 G U E NY 11�7 2 GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO #C THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO PHONE 6 31-2 9 4-6 9 8 5 THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. DD FAX 631-627-3166 GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL MAY 2 1 201 INSTITUTIONS OR SUBSEQUENT OWNERS. P A U L B A R Y L S K I®YAHOO.C O M 2835 MAY 11, 2018 REScheck Software Version ,4.6.3 Compliance . Certificate NJI Project jockey Creek Renovation 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: Southold,NY 11971 Peter Breese Breese Architects P.O.Box 1110 Vineyard Haven, MA 02568 508-693-8272 1517 IF Compliance:+12.6%Better Than Code w Maximum UA: 253 Your UA: 221 Maximum SHGC: 0.40 Your SHGC: 0.40 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. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 768 38.0 1.5 0.029 22 Ceiling 2: Cathedral Ceiling 52 38.0 1.5 0.026 1 Wall 1:Wood Frame, 16" D.C. 1,326 19.0 1.5 0.055 54 Window 1:Wood Frame:Double Pane with Low-E 193 0.300 58 SHGC:0.40 Door 1: Glass 154 0.310 48 SHGC:0.40 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 827 30.0 1.5 0.031 26 Floor 2: Slab-On-Grade:Heated 15 10.0 0.818 12 Insulation depth: 1.5' Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.3 and to comply with the mandatory requirements ' ed in the REScheck Inspection Checklist. John) Condon Name-Title Signat a Dat Project7itle:jockey Creek Renovation Report date: 07/27/17 Data filename: D:\Condon Enginee ring\STRUCTURAL\Breese\Breese Residence ResCheck 03.20.17.rck Pagel of 9 REScheck Software Version 4.6.3 ' Inspection • Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in•the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified., ., Field Verified' #' Pre-Inspection/Plan Review ; Complies?, :Comments/Assumptions &'Req:ID Value, Value .,. . .-- 103.1, ;Construction drawings and "` ❑Complies 103.2 :documentation demonstrate ❑Does Not [PR1J1 energy code compliance for the ❑Not Observable v ,building envelope.Thermal {envelope represented on []Not Applicable i construction documents. R- 103.1, ;Construction drawings and ❑Complies ; 103.2, documentation demonstrate `. ❑Does Not 403.7 I energy code compliance for [PR3]1 ;lighting and mechanical systems. ❑Not Observable ;Systems serving multiple r;a2. §.j ❑Not Applicable U !dwelling units must demonstrate !compliance with the IECC Commercial Provisions. 302.1,_ Heating and cooling equipment is: Heating: Heating: ;❑Complies 403.7 sized per ACCA Manual S based Btu/hr 1 Btu/hr E❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: ❑Not Observable U Manual J or other methods Btu/hr Btu/hr approved by the code official. ;❑Not Applicable Additional Comments/Assumptions: 1 IHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:Jockey Creek Renovation Report date: 07/27/17 Data filename: D:\Condon Eng i nee ri ng\STRUCTU RAL\Breese\B reese Residence ResCheck 03.20.17.rck Page 2 of 9 - ',t.?�r•�e, i=v`'i,i'S':fi°.N - - i�l�,t;''� wic,e,•",�`s.;k, =i;.<ie,'"<<'_ .•,n,,,5,'C a`st:;4?`.`;, -,-``-151 Section, yi�,Z:•A;s-.}, ,,,� - - - �., �w4. r ';r�,,: •aa.nr ; '` Plans Verified Field Verified "" ; #, F.ounc>lation;lris ection Compties? ''• ;','Comments%i4ssumptions;',4 t ' '', VdIUe� &,Req.ID,;'"4; rv;l ' r.. ' , %a;t°:r•'t:'k;'r ,< 402.1.2 ;Slab edgeinsulationR-value. R R- ;❑Complies ;see the Envelope Assemblies [FO1]1 ;❑ Unheated ;❑ Unheated ;❑Does Not table for values f ❑ Heated ❑ Heated ;❑Not Observable ' ;❑Not Applicable i I F ft ft ;❑Complies I See the Envelope Assemblies 402.112 (Slab edge insulation E❑Does Not ;table for values. [F03] depth/length. U ;❑Not Observable i❑Not Applicable 303.2.1 )A protective covering is installed '=-❑Complies [FOl1]? ;to protect exposed exterior ;6't -' - °i" `"`p❑Does Not E _,, []Not Observable insulation and extends a minimum of 6 in.below grade. ❑Not Applicable ❑Complies 403.9�� Snow-and ice-melting system [ ]z controls installed. '` sY; 3,a Does Not �,_i.❑Not Observable '��IE]NotApplicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:jockey Creek Renovation Report date: 07/27/17 Data filename: D:\Condon Engineering\STRUCTURAL\Breese\Breese Residence ResCheck 03.20.17.rck Page 3 of 9 Section Plans Verified Field Verified # Framing/-Rough-In Inspection Complies?- Comments/Assumptions` &RegolD Value Value 402.1.1, 1 Glazing U-factor(area-weighted U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, ;average). :❑Does Not ;table for values. 402.3.3, ! 402.3.6, !❑Not Observable 402.5 i ;❑Not Applicable [FR211 ! 303.1.3 j U-factors of fenestration products '~ ❑Complies ; [FR4]1 ;are determined in accordance ❑Does Not U !with the NFRC test procedure or ❑Not Observable ;taken from the default table. z , - }j ❑Not Applicable 402.4.1.1 ;Air barrier and thermal-barrier ❑Complies ; [FR23]1 ;installed per manufacturer's ❑Does Not v !instructions. ❑Not Observable I ❑Not Applicable 402.4.3 I Fenestration that is not site built r, „ Q6Y,. '❑Complies ; [FR20]1 :is listed and labeled as meeting ❑Does Not IAAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable ; 1400 that do not exceed code ❑Not Applicable !limits. 402.4.5- IC-rated recessed lighting fixtures ]EIComplies [FR16]2 sealed at housing/interior finish ❑Does Not iand labeled to indicate :52.0 cfm a leakage at 75 Pa. 1❑Not Observable -{❑Not Applicable 403.2.1 ;Supply and return ducts in attics ❑Complies [FR12]1 ;insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >= J { []Not Observable ; R-6 where < 3 inches.Supply and I return ducts in other portions of ❑Not Applicable ! ;the building insulated >= R-6 !diameter>= 3 inches and R-4.2 ;for< 3 inches in diameter. 4033.3.5 1 Building cavities are not used as ❑Complies [FR15]3 ;ducts or plenums. f: ❑Does Not ❑Not Observable I ❑Not Applicable 403.4. HVAC piping conveying fluids ; R- ; R- ;❑Complies [FR17]2° ;above 105 L3F or chilled fluids E❑Does Not .J `below 55°F are insulated to>_R- ❑Not Observable { 3` !❑Not Applicable 403.4.1 ;Protection of insulation on HVAC }❑Complies [FR24]1 !piping. ❑Does Not ❑Not Observable I k ❑Not Applicable 403.5:3 Hot water pipes are insulated to R- ; R- ;❑Complies ; [FR18]2 >_11-3. !❑Does Not !❑Not Observable 1 ! !❑Not Applicable 403.6 Automatic or gravity dampers are _ ❑Complies [FR19]2 installed on all outdoor air ❑Does Not ! intakes and exhausts. ❑Not Observable ! i❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) .3 1 Low Impact(Tier 3) Project Title:Jockey Creek Renovation Report date: 07/27/17 Data filename: D:\Condon Engineering\STRUCTURAL\Breese\Breese Residence ResCheck 03.20.17.rck Page 4 of 9 F3 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3' Low Impact(Tier 3) Project Title:Jockey Creek Renovation Report date: 07/27/17 Data filename: D:\Condon Eng inee ring\STRUCTURAL\Breese\Breese Residence ResCheck 03.20.17.rck Page 5 of 9 i Section Plans Verified Field Verified # Insulation Inspection Complies? Comments/Assumptiohs &'RegJ® °Value Value A . 303.1 All installed insulation is labeled _.` ❑Complies ; [IN13]2 or the installed R-values - : ❑Does Not V provided. ❑Not Observable I # • -,=` •_❑Not Applicable 402.1.1, ;,Floor insulation R-value. ; R- R- ;❑Complies ;See the Envelope assemblies 402.2.6 ❑ Wood ❑ Wood :❑Does Not ;table for values. [IN1]1 I ❑ Steel ❑ Steel ;❑Not Observable v ❑Not Applicable 303.2, ;Floor insulation installed per _' '` ` ❑Complies ; 402.2.7 !manufacturer's instructions and ❑Does Not [I1\12]1 in substantial contact with the (9 ;underside of the subfloor, or floor . ❑Not Observable ; (framing cavity insulation is in .„❑Not Applicable contact with the top side of !sheathing, or continuous hnsulation is installed on the 4 er underside of floor framing and ` Y !extends from the bottom to the ;top of all perimeter floor framing members. - 402.1.1, !,Wall insulation R-value. If this is a:, R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, ;mass wall with at least 1/z of the ❑ Wood ❑ Wood :❑Does Not ;table for values. 402.2.6 ;wall insulation on the wall ',❑ Mass ❑ Mass ❑Not Observable [11\1311 ;exterior,the exterior insulation ; 9 !requirement applies(FR10). ;❑ Steel ❑ Steel UNot Applicable 303.2 !Wall insulation is installed per s - ❑Complies ; [11\1411 !manufacturer's instructions. e{}t ' "❑Does Not ❑Not Observable I _ ❑Not Applicable 1 Additional Comments/Assumptions: 1 I High Impact(Tier 1) '2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title:Jockey Creek Renovation Report date: 07/27/17 Data filename: D:\Condon En g i nee ri ng\STRUCTU RAL\B reese\B reese Residence ResCheck 03.20.17.rck Page 6 of 9 ;Section plans',Verified ,Field Ve'rified,,. '# ; Final Inspection Provisions Value, F Complies. _ Comments/Assumptions; Value's Req D 402.1.1, ICeiling insulation R-value.! R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ;❑ Wood ;❑Does Not ;table for values. 2. ; ❑ Steel ❑ Steel {❑Not Obsery 402. 6 able ; 402. ! ; ; UNot Applicable i il, " ' '.k:`•4'❑Complies I 303.1.1.1,;Ceiling insulation installed per 303.2 !manufacturer's instructions. `` ",[]Does Not [F12]1 Blown insulation marked every ❑Not Observable ; ;300 ftz. ❑Not Applicable 1 {k;`nr:<.'s,A_ ❑Complies ; 402.2.3_ Vented attics with air permeable „ „,. [FI22]2insulation include baffle adjacent ^a'vl;,,c° °`' ❑Does Not y;�:�.,r.�.flf..V� 1 to soffit and eave vents that n aT-'r. = ❑Not Observable I }extends over insulation. :N.Mw " ❑Nat Applicable 402.2.4 IAttic access hatch and door ; R- 1 ;insulation >R-value of the ; R- ;❑Complies [FI3] ;❑Does Not I .adjacent assembly.Y I � ;❑Not Observable ; 1 � ! !❑Not Applicable I ; ; 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50 = ; ACH 50 = ;❑Complies ; [FI17]1 Iach in Climate Zones 1-2,and ;❑Does Not <=3 ach in Climate Zones 3-8. ; ;❑Not Observable ❑Not Applicable 403.2.3 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies ; ; [F14]1 cfm/100 ft2 across the system or I ftz ftz ❑Does Not ' <=3 cfm/100 ft2 without air ;❑Not Observable ;handier @ 25 Pa.For rough-in ❑Not Applicable !tests,verification may need to I � , I occur during Framing Inspection. 403.3.2 (Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies ft I ' 2 ; ftz 1❑Does Not [F127]1 determine air leakage with I either: Rough-in test:Total ❑Not Observable ;leakage measured with a ❑Not Applicable !pressure differential of 0.1 inch I ; I (w.g.across the system including 1 , ;the manufacturer's air handler enclosure if installed at time of ; , , i I ;test. Postconstruction test:Total ; I leakage measured with a 1 !pressure differential of 0.1 inch 1 � Iw.g. across the entire system � , 1 iincluding the manufacturer's air I ;handler enclosure. 403.3.2.1 !Air handier leakage designated ❑Complies [FI24]1 ;by manufacturer at<=2%of ❑Does Not !design air flow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [FI9]2 installed for control of primary ❑Does Not heating and cooling systems and ❑Not Observable' initially set by manufacturer to ❑Not Applicable code specifications. 403.1.2 ,Heat pump thermostat installed "I, ' " :❑Complies ; [FI10]2 on heat pumps. ;'-❑Does Not . 1 y: ❑Not Observable ; []Not Applicable 403.5.1 Circulating service hot water ❑Complies ; [FI11]2 systems have automatic or ❑Does Not ii ;accessible manual controls. "' ❑Not Observable ; ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title:Jockey Creek Renovation Report date: 07/27/17 Data filename: D:\Condon Engineering\STRUCTURAL\Breese\Breese Residence ResCheck 03.20.17.rck Page 7 of'9 Section - Plans Verified Field-Verified a # Final Inspection Provisions Value Value Complies?" , Comments/Assumptiohs' & Req.l® 403.6:1 All mechanical ventilation system ❑Complies [F125]2 ifans not part of tested and listed IE]Does Not HVAC equipment meet efficacy and air flow limits. ❑Not Observable ❑Not Applicable 403.2 Hot water boilers supplying heat - ❑Complies [F126]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable ,temperature based on outdoor ❑Not Applicable I temperature. 403.5.1.1 {Heated water circulation systems A, .i❑Complies [FI28]2 have a circulation pump.The .`,' ❑Does Not 1�system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable +pipe.Gravity and thermos- k ❑Not Applicable {syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop ?is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies [FI29]? comply with IEEE 515.1 or UL ❑Does Not 515.Controls automatically ❑Not Observable ,adjust the energy input to the heat tracing to maintain the a ° ❑Not Applicable desired water temperature in the piping. 403.5.2 I Water distribution systems that ,'• ]EIComplies [F130]2 have recirculation pumps that ❑Does Not pump water from a heated water supply pipe back to the heated s" j❑Not Observable water source through a cold ^'°"`, "'' = N❑Not Applicable water supply pipe have a demand recirculation water system.Pumps have controls that manage operation of the i pump and limit the temperature of the water entering the cold jwater piping to 1049F. IF I 403.5.4 jDrain water heat recovery units %' 10Complies [FI31]2 tested in accordance with CSA IDDoes Not B55.1. Potable water-side iii pressure loss of drain water heat ❑Not Observable recovery units< 3 psi for ;:.1. � .' ` ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water I heat recovery units< 2 psi for individual units connected to ithree or more showers. . . 404.1 ;,75%of lamps in permanent ❑Complies (FI6]1 fixtures or 75%of permanent - ❑Does Not Mixtures have high efficacy lamps. j Does not apply to low-voltage:Does Observable I lighting. ❑Not Applicable 404.1.1 'Fuel gas lighting systems have ❑Complies [F123]3 Ino continuous pilot light. - ❑Does Not V ; '❑Not Observable ]❑Not Applicable 11 High Impact(Tier 1) 1 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier3) Project Title:jockey Creek Renovation Report date: 07/27/17 Data filename: D:\Condon Eng inee ring\STRUCTURAL\Breese\Breese Residence ResCheck 03.20.17.rck Page 8 of 9 Section - .Plans`Verifieii" ",F�eld_Verified lies? Comments%Assuriiptions f ;0Inal,l�nspecUo'n_rovisi®ns'. Value Conip Valise'.. `,' ei $ ❑Complies4013 'Compliance certificate posted. [FI7]z;" []Does Not []Not Observable ❑NotApplica '.C'° _ '%vv'i'itY`'%,S... �e� a-i_3, e 1 i 303.3 .. ;Manufacturer manuals for _ {3,. ;" _ ❑Complies 14 (FI18]3^ mechanical and water heating . ` xW?? .= Aa r`._' ❑Does Not k" systems have been provided. t k ^,rF „; a ;, y syhv}; '�❑Not Observable ;-❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2. Medium Impact(Tier 2) 3. 1 Low Impact(Tier 3) Project Title:Jockey Creek Renovation Report date: 07/27/17 Data filename: D:\Condon Engineering\STRUCTURAL\Breese\Breese Residence ResCheck 03.20.17.rck Page 9 of 9 2015 IECC Energy Effl'06,n cy Certificate Insulation Rating R-Value Above-Grade Wall 20.50 Below-Grade Wall 0.00 Floor 31.50 Ceiling / Roof 39.50 Ductwork (unconditioned spaces): ®.. Window '0.30 0.40 Door 0.31 0.40 �Heaiihe cooling Equiphient Heating System• Cooling System: Water Heater• Name• Date• Comments POSTS-STEEL,T OR U SHAPE TYPE OR2"HARDWOOD GENERAL NOTES FENCE-WOVEN WIRE 14.5 GAUGE 6"MAX.MESH OPENING FILTER CLOTH-MIRAFI 140N 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO OR APPROVED EQUAL THE STANDARDS AND SPECIFICATIONS OF THE TOWN OF SOUTHOLD. 2. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK. THE H41KSVES ■ ' DRNNABE/NLET(IYP) 36'MIN.FENCE POST--,,,,,,., CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON � STABILIZED CONSTRUCTION ENTRANCE NOTES: ■ ■ THESE PLANS IS CONCEPTUAL AND MUST BE CONFORMED 50'MIN. I70W w ;D ACCORDINGLY IN THE FIELD. 1. STONE SIZE-USE 14 INCH STONE,OR RECLAIMED OR RECYCLED �� '-L CONCRETE EQUIVALENT. EXISTING -��Y-0 EXISTING ■ UNDISTURBED GROUND FLOW 3. A MINIMUM SEPARATION OF TEN(10)FEET HORIZONTAL AND EIGHTEEN GROUND 6, PAVEMENT SILT FENCE NOTES: '` ''`- (18)INCHES VERTICAL IS TO BE MAINTAINED BETWEEN WATER LINES, 2. LENGTH-NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE ■ STORM DRAINAGE AND/OR SANITARY LINES OR STRUCTURES. RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD 5, ZXZ WOOD BOUND STRAW BALES 1. WOVEN WIRE FENCE(MIN.141/2 GAUGE MAX 6'MESH SPACING) = BACKFILL COMPACTED APPLY). ; ,...,. •.:. ...• :.:•:,:..: ,:;:. ':;....::;.:'.-::: STAKES(TYP.) : 'X6'TRENCH (SEE BEDDING WITH FILTER CLOTH OVER FENCE. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL 3. THICKNESS-NOT LESS THAN SIX(6)INCHES. I I I 111-I I I I 111= - DETAIL) p FILTER MOUNTABLE BERM ti i 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE EMBED FILTER z NECESSARY PERMITS BEFORE COMMENCING WORK. CLOTH 6'MIN. 4. WIDTH-TWELVE(12)FOOT MINIMUM,BUT NOT LESS THAN THE 2'STONE OR PROFILE CLOTH (OPTIONAL) STRAW BALE INLET PROTECTION DETAIL WITH TIES SPACED EVERY 24"AT TOP AND MID SECTION. INTO GROUND `r 5. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. RECYCLED CONCRETE FLOW TWENTY-FOUR(24)FOOT IF SINGLE ENTRANCE TO SITE. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY ACCORDANCE WITH VILLAGE,COUNTY,STATE AND FEDERAL LAWS, STRAW BALE INLET PROTECTION NOTES: SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. CODES AND ORDINANCES.CONTRACTOR SHALL BE RESPONSIBLE FOR 50'MIN. TWO KEBABS,STEEL PICKETS, \ DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. DEBRIS SHALL 5. PLACING OF -WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO OR 2'x2'STAKES DRIVEN \ �� �� c 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL PLACING OF STONE. NOTES: 2'INTO GROUND.FIRST /�\ ` FACE RTICAL REMOVED WHEN'BULGES'DEVELOP IN THE SILT FENCE. NOT BE BURIED ON-SITE. 1.BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR STAKE DRIVEN AT SECTION 6. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED AND IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. BEDDING DETAIL TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED BENEATH TOWARDS PREVIOUSLY LAID WOVEN WIRE FENCE(MIN.141/2 6. ALL DRAINAGE PIPING MATERIAL TO BE ADS N-12 PERFORATED THE ENTRANCE.IF PIPING IS IMPRACTICAL,A MOUNTABLE BERM b 2.EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4 INCHES STRAW BALE.DRIVE STAKES GAUGE MAX.6'MESH SPACING) POLYETHYLENE PIPE AS MANUFACTURED BY ADS OR AN APPROVED WITH 5:1 SLOPES WILL BE PERMITTED. AND PLACED SO THE BINDINGS ARE HORIZONTAL. FLUSH WITH TOP OF BALE �� POSTS(TYP.) 36'MIN.FENCE POSTS. EQUAL. PIPE SHALL HAVE A MINIMUM OF 12'OF COVER. 10'MAX CENTER TO CENTER DRIVEN 16'MIN.INTO THE 7. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED INA , _ ...•.•,..�•:.r =:" •: 3.BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES t ' _ GROUND ri CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF �':, :;;'„'.:' '<: ` '�" ' ""d .:`.::.:..:.:. :. : OR RE-BARS DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH 7. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL SEDIMENT SPILLED, ANGLE FIRST STAKE TOWARD EXISTING '`r"'','''' "' BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE ,: ,,, TO BE UTILIZED AS NECESSARY TO PREVENT THE TRANSPORT OF DROPPED WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY ;''. ;;.:• :% : ;,',.: 7, " :;• PREVIOUSLY LAID BALE ,, J GROUND ,.•:.,• _: TO FORCE THE BALES TOGETHER STAKES SHALL BE DRIVEN FLUSH ::,: ,: SEDIMENT TO OFF-SITE AREAS,PONDS,DRAINAGE INLETS,ETC. THE MUST BE REMOVED IMMEDIATELY. Y:''.=•'•=< Qa WITH THE BALE. t� �. w s < • "` ':':>::':; <�''' o • o METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND . .�•':: :•.: z Flow r-io 8. WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON AN AREA r'F``'' ,':,y 4.INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE '"+ LT Et1 E'. _ MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED co MADE PROMPTLY AS NEEDED. 'THE NEW YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL7. SEDIMENT TRAPPING DEVICE. 12'MIN.OR MATCH w _ � - ADJACENT ROAD WIDTH _ r' 5.BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PLAN SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. 8. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL OR STONE AS PROVIDED AFTER EACH RAIN. - = 6"PENETRATION INTO SHOWN ON THE FRENCH DRAIN SECTIONS COMPACTED TO 95% -_ GROUND MAXIMUM DENSITY AT THE OPTIMUM MOISTURE CONTENT,AS SYMBOL (SEE SECTION) ELEVATION DETERMINED BY STANDARD PROCTOR TEST. 1o'MIN. ANCHORING DETAIL STABILIZED CONSTRUCTION ENTRANCE STRAW BALE DIKE DETAIL SILT FENCE DETAIL 9. ALL PRECAST STRUCTURES SHALL BE CONSTRUCTED WITH SUFFICIENT STEEL REINFORCEMENT TO WITHSTAND AASHTO H-20 TRAFFIC LOADING ALONG WITH TEMPERATURE AND SHRINKAGE,TRANSPORT TO THE SITE NOT TO SCALE NOT TO SCALE NOT TO SCALE AND SITE CONDITIONS AS SHOWN ON THE PLANS. 10. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4,000 PSI IX15�G WaK O CONCRETE AND SHALL BE DESIGNED,CONSTRUCTED AND INSTALLED DOM TO SUPPORT AASHTO H-20 TRAFFIC LOADING. d 6A I`I'I 81-0. SEE PRECAST srRucruRE NOTES FOR 11. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL PRECAST O ° STRUCTURES DETAILING THE STEEL REINFORCEMENT AND PROVIDE JOCKEY CREED` 63° 39 PQQ�O REINFORCING REQUIREMENTS. CERTIFICATION BY THE PRECAST MANUFACTURER THAT STRUCTURES N ARE DESIGNED TO SUPPORT H-20 TRAFFIC LOADING. N 88° of 2 " E INSTALL DUMMY RINGS AND/OR DOME AS NECESSARY TO BRING PROPOSED 12. MANUFACTURER TO CERTIFY THAT DRAINAGE AND SANITARY PRECAST STRUCTURE TO GRADE HEAVY DUTY MANHOLE FRAME AND STRUCTURES DELIVERED TO THE SITE MEET ALL REQUIREMENTS OF N/OOD BU�KH� MIN.2 BRICK SLOTTED COVER CAMBELL FOUNDRY PATTERN No.1 3 OR SOLID MANHOLE O THE TOWN OF RIVERHEAD. �... COURSES COVER PATTERN No.1012A-TYPE C OR AN APPROVED EQUAL. �r COL CONCRETE ECESSARY FINISHED GRADE ,10- p(15TING _ 3�5 .--N NON TUR 70 REMAIN N - DRAINAGE CALCULATIONS. 24' Z Co N _ DOWNSPOUT `" U_U) (SEE ARCHITECTURAL P NS) SEE PRECAST STRUCTURE ¢ THE PROPOSED ON-SITE DRAINAGE SYSTEM TO PROVIDE STORAGE FOR A 2 RAINFALL.STORAGE TO BE PROVIDED NOTES FOR REINFORCING PLAN VIEW a IN 8'DIAMETER DRYWELLS PROVIDING 42.24 CF PER VERTICAL FOOT OF STORAGE ANDA FRENCH DRAIN PROVIDING PIANTING5 m n REQUIREMENTS .. ;: '. t =. `ao m 4.9 CF PER LINEAR FOOT.THE DESIGN IS BASED ON THE FOLLOWING RUNOFF COEFFICIENTS:ROOF 1.0,ASPHALT TO REMAJN DOWNSPOUT ADAPTER(ADS m LEACHING BASIN NOTES: PAVEMENT 1.Q AND GRAVEL PAVEMENT 0.70. OR APPROVED EQUAL) o .. 2,3 OR 4 FOOT SECTIONS SEE CHART FOR PART NUMB c 1.ALL DRAINAGE STRUCTURES SHALL BE PLACED f,' ( ) AS NECESSARY DRAA-PARKING AREA ,. WRAP WITH 6 OZ.(MIN.)NONWOVEN z STORAGE REQUIRED: v IN ACCEPTABLE LEACHING SOILS AS APPROVED Ati.. h; '•: GRAVEL PAVEMENT AREA: 453 SF X 0.70 X2"/12=52.8 Cf J c BY THE ENGINEER. IN THE EVENT POOR LEACHING GEOTEXTILE(FILTER FABRIC)AND AT w w ' �' 8'0 X�' OEEI�DRYWELL MATERIAL IS ENCOUNTERED,EXCAVATION IS TO TOP OF COLLAR BY MIRAFI OR AN ;:. r: "`' '`>: Z LL APPROVED EQUAL t :':•' oc w z 52.8 CF 9.9 CF/LF=10.8 VERTICAL FEET REQUIRED BE CONTINUED TO SUITABLE MATERIAL AND PRECAST DRAINAGE BACKFILLED AS DETAILED. RINGS z co a STORAGE PROVIDED _ SHEET PILING AS REQUIRED--'" ' , _ PROPOSED GRADE ,. •- UQ USE 11 LF.FRENCH DRAIN=11 LF x 4.9 CF/U`=53.9 CF -I 8- -- - -\, 2. NO TRENCH,PR OR OTHER EXCAVATION SHALL ,.::.•• 11' - RYWEU I EXCAVATE AND BACKFILL 3 FEET AROUND '< FJ w z WESTERN ROOF p(ISTING TERRACE y�//�/����� BE LEFT OPEN OR UNATTENDED. EXCAVATIONS PROF'05E 450 BENDO BE PROTECTED AS DIRECTED BY THE LEACHING RINGS WITH SUITABLE POROUS ~ ,'4�' N. w STORAGE REQUIRED: AREAWAY" (MAX)( ) ENGINEER WITH FENCES,BARRICADES AND MATERIAL AS APPROVED BY THE ENGINEER. "' ROOF AREA: 968 SF X 1.00 X 2'112= 161.3 F m OTHER APPROVED METHODS. A ° w - 6'ADS PIPE(LENGTH VARIES) 12'MIN. '. LL. 161.3 CF 142.24 CF/VF=3.8 VERTICAL FEET REQUIRED DOWNSPOUT _ _ _ _ _ !�" w )LISTING ' -__ '_ �� OSP T -" 3. ALLOW FOUR(4)INCHES FOR FINAL ADJUSTING STORAGE PROVIDED SNAP CONNECTION c OF CASTING. ADEQUATE BEARING WILL BE ?• .� - v " USE 1-8'0 DRYWELL-4 VF>3.8 VF _ _ =_-- l•- PROVIDED USING CONCRETE BLOCK,BRICK 450 BEND(MAX) ` PART# PIPE SIZE A B C AND/OR 1:2 MORTAR MIX %. _ :< '^' „:. c•• . '^'� REAR ROOF STORAGE REQUIRED: 3_9AA 3" 2.50' 3.25' 4.75' 15''2 0464)) 4' 2.50' 3.25' 4.75" 0 4. THE CONTRACTOR SHALL PROVIDE ADEQUATE .'.::;`:�,• - 'v'' <'•`.J•• ROOF AREA: 1,049 SF X 1.00 X 2'/12= 174.8 CF 15TING - 0465AA 4' 3.25. 4.50' 5.00' SHEETING AND SHORING DURING TRENCHING TO ;•„:•,• ' ,"'.; :'.,'•.. :z.,o :: :.,.. <. TRUCT 0466)) 4' 2.56' 2.56' 4.63' 6'ROOF DRAIN LATERAL INSURE THE SAFETY OF WORKMEN AND THE '" % ' ' 174.8 CF/42.24 CF/VF=4.1 VERTICAL FEET REQUIRED URE, 0664)) 3.sr 5.63• 6.43' WITH WYE�P•) GENERAL PUBLIC EXPOSED TO THE HAZARDS OF `'' " EXCAVATE A MINIMUM OF 6'INTO "�' ' STORAGE PROVIDED: f ! SCTM: 1000-070-06-24 � A � • r5.63. '� FALLING AND SLIDING MATERIAL IN VIRGIN STRATA OF SAND AND USE 1-e'0 DRYwELL-5 of>4.1 VF 15TING •Pat 0664-AC is PVC NOTE:6'ADS PIPE MAY BE DISTANCE VARIES CONFORMANCE WITH THE REQUIREMENTS OF THE EXISTING PROP05ED G)RAGE USED WHEN A DOWNSPOUT IS (SEE GRADING AND GRAVEL OR TO BOTTOM OF DRYWELL FRONT ROOF TITLE 29 CODE OF FEDERAL REGULATIONS,PART ELEVATION VIEW f I STORY W PENCE ADDITION TO BE .{ SCALE I" = 2O� CONNECTED DIRECTLY TO THE DRAINAGE PLAN) 1926,SAFETY AND HEALTH REGULATIONS FOR WHICHEVER IS DEEPER. j FRAME RE REMOVED !V SCULTEC TRUCTURES. STORAGE REQUIRED: � r� f P, / t� Q AREA= 24,737.90 SF STRUCTURES. CONSTRUCTION(OSHA). ROOF AREA: 974SFX1.00X7112= 162.3 CF F.F. 23.0± ! l0 S l 0.568 ACRES 5. BACKFILL AND COMPACTION SHALL BE IN 6' 162.3 CF 142.24 CF/VF=3.8 VERTICAL FEET REQUIRED �`c ROOF DRAIN ADAPTER DETAIL LIFTS. ALL BACKFILL MATERIAL TO BE DRYWELL DETAIL SPOUT COMPACTED BY JETTING OR OTHER APPROVED STORAGE PROVIDED: OWN MEANS. USE 1-8'0 DRYWELL-4 VF>3.8 VF r NOT TO SCALE 1 -5 DOWN5POUTEASi DOWN5POUT O L- - ' y T AND DRIVEWAY GE RTS AREA:REQUIRED: 687 SF X 1.00 X 2'/12=114.5 CF 1 - DRNEWAYAREA: 931 SF X 0.70 X 7112= 106.6 CF 8'0 X 4' DEEP DRYWELL DOWNSpouT D RIGHT OF WAY BUILT UP BERM ContaNAGE ct TOS EngiieerriiNg a ARE 5 REQUIRED = 223.1 CF 223.1 CF 142.24 CFA/F=5.3 VERTICAL FEET REQUIRED ROP05 Backfill, OR Provide Engineer s Certf 4 atione -- _ -- SLOPE DRIVEWAY TO that the drainage has been installed to Code, USE�i-8!0D�RYWELL-6VF>5.3VF 8'0 X 4' DEEP DRYWELL '-- _ __-�---- \� 1 DRYWELL ia'MIN. NOTE: i \�I _ 1. A CONCRETE WASH PIT SHALL BE INSTALLED ON THE PROPERTY FOR EXCESS CONCRETE O i1 5t TIC 5 5 )ROOM I AND TO CLEAN CONCRETE EQUIPMENT AND Shall EROSION 5i O Ud b Dti not beCONTed to 11 well maintained Construction Entrance, �' Tools. Wire Backed Silt Fencing,2. THE PIT SHOULD BE SURROUNDED WITH A 24' C ng, stabilization& REVISIONS / HIGH SOIL BERM. S9eding of exposed and/or inactive soils, 8'0 X 6' DEEP DRYWELL � nQ N Q b 3. THE PIT TO BE LINED WITH HAY BALES a^ _ O 4. PROVIDE A 24'X 24'WOOD SIGN LABELED APPROVAL OF STO!:IVIV'!ATER MANAGEMENT .' �� °��. A" LIMIT OF CLEARING GRADING & pT�c o HAYBAIIE `CONCRETE WASHOUT PIT'. I,� 1TR F I� - ow Cade Ta, e 2 fs �� GROUND DISTURBANCE & LINE pEt�+FAB� i O 5. THE PIT SHOULD BE EMPTIED WHEN 75°k �t�'� ��' �? C7 pARKINi CAPACITY IS REACHED AND AFTER THE EXCESS EXISTING GRADE ,• I SURFACE 7O CONCRETE CURES. S `rod Y< v OF STAKED HAYBALES & SILT �� FENCE (15,000± S.F.) O, Ro40 /VecK NOTES: ;�� ,rV.. I I Plans an:prepared by n E mee ft,P.C. It is a violation of the New York State ASPHALT AVEMENT 1. SITE PLAN PREPARED BY PETER BREE5E � Education Law,Article 145,Sedion 7209,for any person unless acting under the R' ARCHITECT AND SURVEY BY STAN LEY J. PLAN 24'0 ADS N-12 direction of a licensed Prokssional Engineer,Architect,or Land Surveyor,to alter any !? 5 82° 29 10" T�5 l� I5AK5EN DATED 20 JUNE, 2000 PERFORATED PIPE item in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor Is ga �SS`��R` CK 5T A ,�,� altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her JO 1a MIN. HAY BALE �� seal and the notation*Altered by'followed by his/her signature and the date of such 11 L.F. FRENCH DRAIN i %� WRAP STONE IN 2. CONTOURS ARE FROM SHEET EE-38 - BUILT UP BERM FILTER FABRIC alterations,and a specific description of the alteration. (SEE DETAIL) CONCRETE WASHOUT 5CDPW TOPOGRAPHIC MAP FIVE EASTERN , 2., �, ' ?. , %� *CLASS IORItMATERIAL PLACED TowNs, SUFFOLK COUNTY DATED MARCH 2'MIN. _ __________ _____ --____-_- �_ EX.GRADE ��� AND COMPACTED IN ACCORDANCE Scale: 10=20' BREESE RESIDENCE WITH ASTM D2321 IN PIPE ZONE. Condon Engineering P C STOCKPILE AREA 12, 1974. SECTION 6' 3689 PINE NECK ROAD 3. ELEVATION5 REFERENCE TO NAVD29 3.a 1755 Sigsbee Road SOUTHOLD, NEW YORK SITE PLAN Drawn by:JJC Mat6tuck, New York 11952 DATUM. CONCRETE WASH-OUT AREA DETAIL FRENCH DRAIN DETAIL (631)298-1986 (631)298-2651 Fax SCALE:1'=2V-O' CONTOUR WITH Date: www.condonengineedng.com SITE PLAN _r--_ 10 ----- ELEVATION 0 _.................................................................... 22'-8" ol 17-0" 5-8" 3'-G" milt EXISTING BALCONYm I? ............ ............ ............ —W 6i .............................. o 11 D MASTER SUITE LIVING II l DINING II ............... 7 1 b' t)" I G'r5" 2 13'' u IF / i`i I 1 I � l O � n w DN z Nw C) Ln m 00 U LL c) in KITC H'EN REMOVE HEARTH 7 G'-1 4' 2"— 1 G�5" 2'-G" 2'-5' �\j — ————— Co r —---- --JL z C\j m REF. ................................ .............. 11. tq I., C\j 32 3 L-0 I 2 HALL 41" ....... ........ , G1_101, U C? bl� 2'-4"DOOR — —————————— z 2 2'-GI" 5 2 FOYER nr 3kH ........................ ...................... -2....................... ........I....... D02 ENI MASTER /!�17 BEDROOM ............... .. .... ............. TRY. 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TRUSS SPACING EQUAL EQUAL EQUAL EQUAL EQUAL EQUAL A4.0 A4.0 A4.0 // ... 2 3i n 4 17 to -0 , ti . I , UM11 7- Ti ,. .. .a� ,.t -r. A4.0 r .. ... ..._.......... ... ......... .. ... .......................... - 5 r t. ............. ..... .. . _ .. _.....__......_............... ......................... .......... .............. ...._._. ......... ..- I ..........._.._..................................................... ......................... ............ ........ .......... . a; 4 Ll u '~".p..„•. ... .. ..........__. ._.............._..................._._...._......._............_.. ........ .......... Lu LLI ' .................... ................................ ....... .......... W j r100 j I I II 3 -8ry 2 4'-9” � cn W W ; 1— ry ' �- g m z KITCHEN �D �� ' _ SCREENPORCH ml d- z -- -- — - - Im f - -------- - --- - -- --- — - _ - W 00 i — U L9 L9 SCREEN PORCH , - -- i , ji j r ) k x J t t �`( 1 t Y r z z, __ ...- ... �...- �. �\ / /' \ ! z Y 1 1 t k t t 1 Y Y t �' \ \ \ /\ / f r \ �:r \ r / \r I i\rr' / I\ , \/'`, \ I'\ , % \ \, \r v \ \ I r' I�l \yr \ C y \ \i v / x x. ..x................... z � �r \/ , x x r, , �.r ...... i s a ....... !` �. l +. _ �, >r \ r ,/'`.;../*...e�,.....,,..\,,..;,1"11,.-._ 'ti...,''._..i ... '...... \ L J f X X Y 1 3 ) k ` X Y k� .'\ /� l`. \S/ f I I, ................................................ _.. ....\.\X./.........___.......... �. ✓�*. J � ,r '\ �\ / S -. '....-,' � J y yJ } � \y i \ ./'�. .'\ , \ /� `Z J \\j/JX y//\}'�\\y/ k S ........�....�'w....e�..,.. ^'..._,r'.`.,..r`�Jd\,... 4-._' -__,�a...y��_ ._.-r�.__d,•--._ .... �...... _... __ -._ _.} _.. _.r .... .,._ ,....+`a...... _. ._r -.._ _. _. -_./ ...i i. ., l�. J` i �. .1 h i� i. .-./ .../ _/\_., .-._�_./\ /\.�/�\ J.__. ...J\./\../\__`• __. ... I� z SCREEN PORCH ,/ KITCHEN SECTION SCREEN PORCH TRANSVERSE SECTION 2 Scale: 1/2"=1'-0" ~' Scale: 1/2"=1'-0" 0 z w 23 6" j ; w 1 2 2 I A0 UJI DC 51 12 EXISTING HOUSE i NEW CONSTRUCTION U 146 I A4.0 z o it cn TRUSS TRIM W w{ CONTINUOUS HEAD TRIM ............................................................................ .............................................. . ............................. .......... ..................._.--..._._. ............_.. I 00 OI ......._...................................................._ . . .............................. Ln cV W U z I Z ~ I E o z O g O "- t > 0 cm ` t-- ° W ROOMz I I �. KITCHEN i i W Z it o ,t U vI : _ C\1 +. U fl I x p z p z Lu 77 Lu ' v I i :.................................. fp M L = W _ . U _......._. _ ko W Q _ Co Ln o :. . .... ...... — o r n .................................. ................ _ ... ........... .......................... ..................... ................O .................... _ i i to _ _.. .............. . z ,, It \ /, \ / .. ...., ....-, ._ ..._ ,.., ,..... _., _.. .._ ..... ,�.-. �.. ..._.,, \ \ V1, /\ r \\r � `, r ,,; '\i ( Y k, X, �i �Y f � Y, `zi, ;X� Y, rl( k k X,__ :, 4_�•._. ._ mak_, — a / � ,! r / \ ! ), Y, Y z > x ` ; k�' r / x z I Y, Y z / Y \ \ Co W G r W KITCHEN SECTION DINING / KITCHEN TRANSVERSE SECTION 1 Scale: 1/2"=1'-0" ,� ._0.. =1 n Scale: 1/2 a 24 _};,_.af.s,.._ b � t k�.ia 3.„.9 t�. •I p�yy.[��j���V,� 1�541,W ASPHALT SHINGLE ROOF 0 'I G1 WITH PT SHINGLE 4 - .. ......., . ,.. FIRST COURSE (2) 1411 x 7411 LVL RIDGE ml d- BALCONY ,- RAILING 4 i ; } + i 2" x 4" TRUSS I , !... ... I, I J ; I ! I 1 ! II II , : x I STOP 2 KING POST , I ! i. : , ! ! .. \ SHEATHING z ,. I ! ! I ,I ;... : , i I i ! I -I I X CEILING FINISH DOOR 2x8 RAFTERS - .....:_ _. �....._{........... i._. i i I I I ' t i ' I I e i , J i y : f ....... a : ! 1 ;... ............. _ _ __ ....... ....._..................................._ ..........................___. Q ! ;I I xG SHIPLAP 51DING ON CEILING , I xG SHIPLAP SIDING PORCH RIDGE DETAIL c�Id .................................... ..._....................................................................._. ._ . ._. ...................... ....................� I . .._. .. ........ ... ................__._._..................__......_.._........._.._._....___._..... _....... III I X WALL FINISH 12 RIGID INSUL EATHING ............... -- 1311 x I G" LVL HDR >, �' ` 1411 FRA 211 SH E-- MED WALL . ....... ........... (NO FLITCH) =iN PAINTED CLAPBOARDS Cf) 4 TRU55 TRIM ECT F L._: ....... _. ._.. _.... _........... . ............ ......... ... ._.__.... ... EXPOSED 5E IR 2" x 4" TR i_ L US 2 411 4 4x6 HEADER is _ ... _..... _....... ....... .._....................... ... ." 1 xG INT. FINISH i ' i J i , ................................................._................................................................._..........................................................................................._................. ...... ;.......... i 2x F..� I _..... . ........................................... _............................_. -� I x HEAD CA51NG _ _ •. :....�.._....� i .; I. _ �.._....., Q 8 RAFTERS W/ C .� I CELL INSULATION ,,4,, I ' -iN 4 CONTINUOUS TRIM N W ..................._............................................................................................................................................................................................. . . ... - ----_ `� I xG EXT. HD. CA51NG ------------ - ............... ; x HEAD CASING J.._, .. -. - ASPHALT SHINGLE ROOF BALCONY W/ MEMRANE FIXED SCREENED - --�-- A-i- I II x 23" INT. HD. CASING i ! 1 z o PANEL 8 ---------__ -. _ ��_ WITH PT SHINGLE 2xG FRAMING FIRST COURSE z 1411 x I G" LVL HDR cn 4 2xG FRAMING _... ...... .. ......_._.......... _. ............................. LCC DRIP EDGE J ,. 3x5 JAMB CASING SCREEN PANEL I 4 ,' N J 4 2" SHEATHING N Q ............................................................................................................................. .............................._..._...................._. ....................................................... m 00 uo x 2....... HD. TRIM II „ .......... ....." / 6 VERTICAL I x4 TRIM I I ( 8 8'-2" HD. HT. -.- W/ 8" REVEAL i i 4 G HEADER viv n HORIZ. i xG I I 1411 4 x 4 STOPS : I __...., SHIPLAP 51 D I N G i _....................................._...._.. ......_._...... ..... ........... .... ..... .. .. ......... .. ...__.._.._............................ ! . I I ' 4 SCREEN FRAME DINING ROOM 41,1 SCREEN PORCH 2 I I i � m j I ! HORIZ. I x6 ! 2" PLY SHEATHING SHIPLAP SIDING I - j _ q11 4 x 4 STOPS ! O I111RI I i 2 GID INSULATION I I 3 SCREEN FRAME VERT. TRIM N 4 W/ill REVEAL I SLIDING DOOR TO PORCH I I xG SHIPLAP 51DING 2" "TRADITIONAL" CEDAR SILL 8 i ! ! ! HORIZ I x6 SLEEPERS .......... ......................... . ....... .................................... MAHOGANY DECKING / ' I xG MAH A Y DEC IN W 0 j = EPDM RUBBER MEMBRANE 111 211 PLY WD. SHEATHING N� 4 GAP — -- - -_-_-- = TAPERED 2x 10 FLOOR FRAME =i PANITED CLAPBOARDS Q i VERTICAL I x4 JAMB PLYWD. SHEATHING - > CA51NG W/ 8" REVEAL ___ ..._. _ --_-- - �� _ - PLY SHEATHING t:..--__-__ _-- _<___..__.r...__---.__._.__._____. __,__-_--- ___ 15 TRI M x I II I ; :- i O RIGID INSULATION W _ I xG SHIPLAP 51DING : Co SLOPED SLEEPERS 311 � DECKING W/ 4 GAP W uj \; MEMBRANE ROOF OVER KITCHEN ��, �-,., �.. I' %' X, ) °. �; Y FRED SLEEPERS _.. __. __. ; \ �;: ;.� i LCC DRIP EDGE \ � I J EPDM MEMBRANE U I x4 TRIM SCREEN PORCH PLAN DETAIL — — — SLOPE FRAMING }" 1 I 4X4 CURB L1J z I I Q 32 9411 TO 7411 i :' o -', '` TAPERED 2x 10's W/ 4" U 7r_ _71-0" HD. HT. - % SHEATHING 0 0 1x5 HD. CA51NG �= n (3) 2xG HEADER ;' 1 `,x, I x5 CONTINUOUS AROUND PORCH 2 PORCH / KITCHEN WALL DETAIL �.1 I 00 Ln Scale: 1-1/2"=1'-0" i Ln I N O Q : I i I i I .::::i:: ::::::::::.::. L . . 16" LVL CUT � . a� i. SIDE I ERE SECTION CTI O N D ETA IL -- -_ -- INSUALTED 2x4 IN Scale: 1-1/2"=V-0 = OF FOUND. WALLo -- TOP COR ERS - --- }..._1..._........... ....,_..... I ,._....:.... .- t..........,..... . CEILING RAISED 1 -r I ._.:.......,s!.....;.. I .. ....._1 _......__.. .;...., ,,_... •'' _ ...-.i - ! MI l,.A...... ` _ 5 2 �! ; EXTENDED SILL � a � EXISTING - --- - ---- - - - 1 0 " c CEILING HT. rp !, N 3" OF BLOCKING v Co u Ln FOR WINDOW � M c T.O. WALL 01 u RAFTER `° ; - G'-211 FROIM I x5 APRON UNDER L Co m =1N =1N = WINDOW ONLY .0 0 m N CONTINUOUS HEAD TRIM i; '; KITCHEN EX. SUB FL. COLLAR TIE B.O. BEAM B.O. BEAM I ....................................... _... _......... - - --�_-.._ .......... I III 211 GWB CLNG. FINISH I .. ...;. � DINING ROOM 5 511 -'-'- -... _.......... . .... ..__........ . . _ < '� 4;.a. 3211 x I 1811 BEAM i 3211 x 1 1811 BEAM .:::..... -----...__ _._._..---— moo . W I .A : I x EAM WRAP W/ _-_--- -- --- --.--______ _-------_ ._- 4 HEADER � I x BEAM WRAP W/ I ` � r f 1" OVERHANG AT JOINTS i i 4" VERHANG AT JOINT s' ' ! 4 i ! : —, ; , 3 RAKE / GABLE END DETAIL Scale: 1-i/z"=i'-o" 7 COLLAR TIE / RAFTER DETAIL Ln w II, Scale: 1-1/2"=1'-0" UJI 6 DINING / KITCHEN BEAM TRIM DETAIL .�_�R._ � � .a � Scale: 1-1/2 —1-011 oa 0 17-0" 5'-8" 8" 3'-2 8" P.C. FOUNDATION 8" 30"X 30"X 12" WALL ON A 8"X I G" POURED CONC. FTG P.C. FTG WITH NO REBAR 2-#5 REBAR I � I MEET EX. FOOTING I •. I I I AND DOWEL INTO EX. FOUNDATION WITH #5 REBAR @ 12"O.C. I I € I I I I II it I-------......... I ............. .......... ..............) { ; ,-------- N I II — TOP OF SLAB ELEV. - -8'-92" i ti _N ! 4" P.C. SLAB GXG-1 .4 X 1 .4 WWM ! II ! ! CONTRACTOR TO CONFIRM WITH ARCHITECT ; .. . . ................. ...... . I.. .... .. ....... CUT OUT IN CONCRETE WALL ""'t VERIFY IN FIELD. ----------- ---------------------------- ! I ! I O I i I I I ! ! Q O ,-i II z EXISTING SLAB I I I I N Q i I EXISTING SLAB ! I LL o cUn I I ! I I I i I i I I I i q CONCRETE NOTES ! i ;... ... ..I. I 32'0 STL. PIPE COLUMN N i ! 36" X 36" X 12" P.C. FTG i 1. ALL CONCRETE TO BE 3,000 PSI @ 28 DAYS and PLACED IN ACCORDANCE NO REBAR WITH INDUSTRY STANDARDS. DO NOT STRIP FORMS FOR 72 HOURS. I I I I i 2. FOOTINGS TO BE PLACED ON UNDISTURBED NATIVE 5011-5. NOTIFY I ----- I i ARCHITECT IN THE EVENT OF ANY OVER-EXCAVATION BEFORE PROCEEDING ! I ! WITH THE WORK. CENTER LINE OF RIDGE I ' i 3. ALL STEEL REINFORCING TO BE NEW AND PLACED IN ACCORDANCE WITH EXISTING SLAB i I i INDUSTRY STANDARDS, and FREE OF RUST, SCALE, DIRT OR OTHER DEBRIS. I I ! I i I 4. CONCRETE CONTRACTOR TO VERIFY LOCATIONS OF ALL HOLD-DOWNS WITH j i c0� I FRAMING CONTRACTOR. L________________ 5. COORDINATE LOCATION OF ALL BONDOUT5 FOR WATER, SEWER, ELECTRICAL AND OTHER UNDERGROUND UTILITIES. I I i - ....• _..... . - I ; G. IN AREAS WHERE FOUNDATION WALLS ARE TO BE LEFT EXPOSED TO VIEW, I i GRIND SMOOTH ALL FORM JOINTS and FILL ALL TIE HOLES BEFORE APPLYING ...................................... _....._..... _......� PARGING. z 7. CONTRACTOR TO V.I.F ALL FOOTINGS UNDER THE EX.CMU FOUNDATION WALL O --------------- - -- ---------------------------------------- 0 8. UNDERPIN ALL EX. EXTERIOR FOUNDATIONS WHICH DON NOT HAVE A MINIMUM L 8"X I G" FOOTING AND/OR EXTEND DOWN TO THE FROST LINE f (30" MIN. BELOW FINISHED GRADE). \Q\ / 3. UNDERPINNING AL50 MAY BE NECESSARY UNDER PROPOSED COLUMNS O MEET EX. FOOTING z AND DOWEL INTO W EX. FOUNDATION 8" P.C. FOUNDATION iD WITH #5 REBAR @ WALL ON A 8"X I G" = LEGEND: ALL ELEVATIONS CALCULATED FROM EX15TING TOP OF 12"O.C. 2-# REBAIRHLLI PLYWOOD SUB FLOOR =DATUM LEVEL = 0'-0" w 2G-0" 5'-G" MAIN HOU5E FOUNDATION: U 3'-G" FOUNDAT ONWAWALL .ELEV.= - I -3 W .......... 0_T.O. FOOTING = -9'- 1 o -------------------- ---------------- U i D T.O.FOUNDATION WALL ELEV.= - 51- 011 ° T.O.FOOTI NG ELEV.= - 9'- 12" I T.O. GARAGE WALL ELEV.= - 6'-2" I I GARAGE I ' ':;'>;' 777/77; ! I T.O.FOOTING ELEV.= - 9'- 12" ! I I I I ! ! ! T.O.FOUNDATION WALL ELEV.= FLUSH WITH T.O.5 00 I I SLAB NOTE: FLn I I 5.. P.C. SLAB ! /; N GXG-2.0X2.0 WWM I I T.O.FOOTING ELEV.= - 1 21- 1 2" I I is I < T.O.FOUNDATION WALL ELEV.= TO MATCH EXISTING T.O. FOOTING = TO MATCH EXISTING o N = N N F i i V 00 i I x: = O I I U U I I U Q3 j F E 0) � N I I EXISTING HOUSE FOUNDATION N i I I u i I I41 I I I I � I I I a) M cvo i I I N U Co I I ! L. E O i I I .a o to N GARAGE FOUNDATION: I I i I I I ! I I .............................. ........................ ......................._.............................................. .. ................................................ ................................. ...........I I I N FI E ...........................................................�.. .. .----------------- � RI LD _ --- ---- ------------- -_ _- T.O. FOOTING ELEV.= VER IFY IN FIELD- CONC. APRON ,� � � �� ,�- t' W II{ Co 3'-0" 9' 0" 2'-0" 9'-0" 3'-0" ` r " FOUNDATION PLAN W 1 Scale: 1/4"=1'-0" 1171111 d N ................................................................ 4x10 RIDGE . ...................................................._.............................._......................................_....._....................._...._.................................................. _ ................................................. : , , 2" x 4"TRUSS SANDWICH TRUSS ! W/COMMON 2x8 I':f_ _......w... _.... ....._._.__..._...._. _ .. i .. i RAFTERS 903 «..�....«..."..w..,..............a,....". .�..,..".... :PF.�._�. .....................................__....._.._.._........................... .. _.__..._.._......k:v w. 'y. 3 rm, F- X.d,�:,yz ,.7/�. S 3 SE OR E S� r LOCATIONS A 1T ' A i ;n _. _.. . .. ."".._...... _. _.. . -...:_. _ OCA IONS .............. / I : ! ;! _._.-..".p � - II i a i I i, ------ .. _.... ..,........ .._"_..... ... _. �! 00 00 E' O LL I _. , : , rLL POP j I ✓,/,, r I .............. :. ...........» ,.. .. .. .._. ..._.»..... ..._.... I r ! N J is IIIIL� 111 Gll/� IIID �Gf_.<_!l' /l'.....11�....'..:..f l ".. ..............__._...; j.. _ __ . .." _„_ . ..... _.._. I I O U1 C00 I w1.8 1 , i f I ...... .... , } y/ `........ ............ / II ��u it I i` l i I / i ..r .r.,Tc.... ..-. .:,....m,.,.:...F.-...-.T..:...-...-.......x..,:.-:-..... Jam. J.i, yrro^9 �.,,'.�'”-3r1' 7� ':�7`i3""/'� „'_'� vj. ��-tI� �:,,dq�.l r r r a , � ,:/ / � , t— .. ..�..J F........... _.................... /// 1 � < ;r --._._....�....a sr_ ..- 1. POSTS BELOW / mm •l / AA I. kD „ - I , ._1......11•'.;, �\ it"I_ t� : I I rd l / �F T,- ; ./ •r f -- ..�.................a r ,. .._ `.%7,.. ✓I --- , 1 ! \! I /l .. ,. .I ! I all l ...i .................................................................................................................... i 1 I JI ........... € — Z ..... 1...................................� .. ; , - i ... I— W 4 —i ! I ; l E zk II _ ._ ,W,�/ ............................................................... .... z (.......................... .. .................. . ............ �� w , I r ..................... o li%',ate ,�O; ' ,... . :: ..�i/ .✓,/: , 0 , i............................................: ............. ...............! i, A) 2x6 COLLAR ........ :......::..:.. ....... i ( TIE 24"O.C. I i 3 ON EVERY RAFTER I ? ILD Lin N E IM E E ! , : �3� I .. ... o = 2X 10 RIDGE r u (t( E € ! I t € S I I ( N I 00 4 L L U) iso I 2X8 RAFTER i vd rn u 24” C1 ko ro 00 Co � O to n A I ` V V) I ` E€ E£ E£ Ez'.�% .......... .i£.. ...Of �Y/,iz .'�"..£.x.../..'.,....2 g ffffkkkk SSS!!! uj , ' Co f3 < a 1 ROOF FRAMING DIAGRAM Scale: 1/4"=1'-0" 4L- Scale: Il Ll! F1CA n ob AP'0 ED AS PJJ�1►D DATE: //7 B.P.# ig 157 COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES FEE: ; b BY: AS REQUIRED AND CONDITIONS OF N10-1lr BUILDING DEPA' 1 E"!T AT ��.. PM OLLOo?INGAfNSF C a0P S;FOR THE ;Ol. ZBA F t?CI"'�7C?W-01!#( tF '� 1. FOUNDATION - T':NO REQU'RED "�� ! � OARD tr" - tl ,. F%--)R POURED CONCRE T E SOUTHOLD TOWN TRUSTEES t 2. ROUGH - FRAMING & PLUMBING f 3. INSULATION * i 1 � _ 4. BE COMPFINAL - O�'�.: +FJf'ir OON MUST 4 27 N 88 �r "` 'J ALL CONSTRUCJION SHALL MEET THE • t J.IV"-A!'i o . r Chi ,^MU ,�.;u REQUIREMEN-i S OF THE CODES OF NEW . , 0 071ZY "71 VIC M. Sav fob w. i rtr S'1'p/*'Y YORK STATE. NOT RESPONSIBLE FOR �+ t5 1'rCl',+cM, ifoy 1' c►,i tv.v (sijixEK ro ,fir DESIGN OR CONSTRUCTION ERRORS. Oc H. usiry���, 3. �' trr� ,�,rr: r�sarr��� ! �� r4'p�-c�f 149.T; ��� J' rc) 17r A-5-cyrrs o1 17,x. tt • r,��,.NNf'�l; � :. 1 �".�"�R�•�" $ /'I�,'`�" d,�?F ,Fi i��'t.'�'FFi'AFI.�.F, i t�' ___ �---\ �' ` r:�_ � 013' OF OCC L 1 S 0 - -_ .. _ - �-- _ Via?to f Y i S A V''X A"C* C!vr St'd PCO' '"17 Or _� � •� - r - -a. �_ O'i+t . '"`S dM` "oil tJ'R f% f' d FTCJ�,r,r f r A '� 4 l�p rf,)tr Cha +Yr ,•.a_ .�;;' -'•1' .er'r's. •'' - "' �, � :1 � � 'f �0 .. • i" 'i " Y � •. '< � !r .Y qZ I. alb. ` + ' :r � / �'' '` 6 - ` V*, - t1,,`3 `�'`� r.f :�, � r-' ,fi f �•1 -:` -J F '�'•• `, _ ,;d���1* �� '�', ; Y mow:�� ,t ' ! -•' / `. � r' !� I r //ayyy ■j/'y��r`I HOUSE' r�' � r � � �•'' 1 y" J :-. \' 4 � _ ' fi !F,' rll ,��`� �+.a.».,..nr .�.. `•e.: �'•' N lr- 'L `�r.AR V-` - 1 ... US E � •q 'i L� 'A' •rffr�v 1 �tf-r s MF�TI11\/A.�1..�. Ico �; , .. ur �.,.7 ! `` 'sc- ' �' •�t 'w /' , r+ ! «tMa Ser. + A' "^ ` {1r R.�rarc�Ce4.rwicstacm #� fr' ' a�.."h*s been Instnvcc"t3 Cocl, of► 1 1 c� . 1�f .5 + I ti_r 'Ck^,y WALLS PLUMBER TIFIC,11 TION .-l •�.. � 011 LEA" Cc,. Y 1 1,7 BEFORE [� h i. •?QIV f{w:c T2 J'iLwe ul ® CERTIFICA7-F 01' OCCUPANCY 20.6 Ortd am SOLI')Lii j_' :,EC' Irf (NATER ' A.17 P SU,�PL Y C�,_/-F_,'✓,'CANNOT .. � ��'��` EXCEED 2/1'0 OF 1% LEAD. , X. e 116.,E LDER 11,0701 - 7 .�, WY -14 000 F-RAI EPACE ARCHITECT: DRAWING I � DAobV-t.�N5T NG �r,n RESIDr-lqC OCKEY CRE► ARCH ITf_CTS, INC. �►• .2.T' r PETER BREESE AO.O COVER PAGE N G ' MARTHN5 VINEYARD, MA AO. I SITE PLAN DRAINAGE RENOVATION GREENPORT, NY Al .0 FIRST FLOOR PLAN t�J D,) IWITH A I . 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SHEATHING SLOPE FRAMING SLOPE FRAMING ! UJI 94" TO 7-L" 32 9-L" TO 7j-" W VERTICAL I x4 JAMB CASING W/8' REVEAL 7-0" HD. HT. 32 U I x5 HD. CASING >_ z 4 x 4 STOPS W _ (3) 2xG HEADER 4 SCREEN FRAME 4 TYPICAL FRAME TO MEMBRANE ROOF DETAIL O - KITCHEN -- SCREEN PORCHI PLAN DETAIL � � � ; PANITED CLAPBOARDS p 2' PLY SHEATHING N 12" RIGID INSULATION00 LnN I xG 5HIPLAP 51DING i I w E ro S L EXTENDED SILL INSUALTED 2x4 INSIDE I x5 CONTINUOUS L N 1 OF FOUND. WALL AROUND PORCH 2x�G CEILING JOISTS _ o I I xG APRON UNDER a o m WINDOW ONLY .0 0 `" N 2' GWB OVER 2x4 STRAPPING un IVF I-- i, REVEAL JOINT 3-t" �i O a2 �° o y w m @f i � �- 3, 3,1 - 4 4 W 5" -. z x RAKE GABLE END DETAIL PORCH TRANSVERSE SECTION DETAILssio�P` 17 2 KITCHEN COFFER DETAIL 5 sca►e: 1-1/i -i-0 7 scale: 1-1/2"=V-0" Scale. 1-1/2"=i'-0" L u PROGRESS PRINT NOT FOR CONSTRUCTION `n 12 3211 2X6 RAFTER 16" O.C. --flcm (2) 2X4 CONTINOUS HEADER AT WINDOW WITH 1,, PLYWOOD IN 4 PTD. WINDOW BETWEEN WEEN GLUED AND HEAD TRIM NAILED CONTINUOUS AT DORMER 1X6 T&G WOOD ASPHALT SHINGLES CEILING I zv I U) IX6 T&G PTD. PLYWOOD _j MAIN ROOF 12 POPLAR CEILING SHEATHING F__4 STRUCTURE 312 2x6 RAFTER 16" O.0 L.C.0 FLASHING UNDER WINDOW SILL AND ROOFING uj Z 0 % h KUKIEN BROTHERS rz rz W KB315 :;7 R < m 9/16" x 2 Lu 0 Uu) L? ZN I j —ANDERSON FLEXT FRAME FIXED GLASS UNIT —MAIN ROOF SECTION DETAIL- ENTRY DORMER 2XIO RAFTER 3 Scale: 1 1/2"=1'-0" FLUSH INSIDE OF fl - r - 2X6 in 11 W -n UA X6 W STUD WALL Zrl 2X4 STUD WALL--,,,,,,, TO FLOOR J ' " SECTION DETAIL- ENTRY DORMER uj LLJ 3-L' W ZQ u K >_ >z W 91 0 A u 0 0 r1 U) tn > E m 3 in 2 4j A4. i u 0 T u u > :E @ lb —ANDERSON FLEXI 64 U) FRAME FIXED M = 0 u 0 GLASS UNIT v 1. Co 2 C\1 �o 0 w0 N H! 2" X 2" DOUGLAS 2- FIR CORNER POST 0-10 5--l' 12 31. L L.C.0 FLAH51NG AT WINDOW u 2 SILL AND ROOFING 5-5- uj [1, M RAfTEP,FROM < ADJACENT ROOF 3 77 >. U A4. 1 NEk, �r >no, R A . < �_ Co Lu < PLAN DETAIL- ENTRY DORMER uj SOFFIT AND SILL DETAILS- ENTRY DORMERScale: 1 1/2u=11.011 LLj % nSS 0 ` i I Q 51LOPE I SLOPE 3 :12 1 32 :12 I j I 5LOPED 5LOPED' i WD. CLNG.-/ CLNG. I SLOPE I SLOPE EXISTING I 32 :12 32 :12 HOUSE FLAT PTD. I PLASTER I , CLNG. I O FLAT WD. CLNG. O z I � I � I FLAT PTD. O I O O z PLASTER H CLNG. I H 22 5" 5" 5" 5' 5' 5" 22" - ui U, I W I I V- � w N - , I FLAT PTD. PLASTER CLNG. O I O O EXI5TI NG HOU5E FLAT PTD. PLASTER CLNG. O FLAT'PTD. FLAT PTD. FLAT PTD. P, TER PLASTER PIASTER CLNG. G CLNG. C ' O O O IN IDIRMER I O I z - I oI , � I � FLAT PTD. PLASTER CLNG. SLOPED I ! z WD. CLWG.I W SLOPE ' W �e W 2 O � o FLA T PTD. U j PLASTER O I j CLNG. - ---- - -- - Co - - - - - -- Ln C - -- LOPE WOOD - E m - CLNG. EXPOSED 2x8 RAFTERS Q 24"O.C. W/2x6 ---- COLLAR TIES -� _j — o V Vl i _. U N @J rn u 1 v u WOOD 5LOPEEm 0 o nN -- - .n o �n --- CLNG. � 4 } v ~ 1912 C��� W 1 FIRST FLOOR REFLECTED CEILING PLAN Lu �'�aFEsstoNP`' - Scale: 1/4"=1'-0" En Table 3.1 Nailing Schedule(Wood Framed Construction Manual 2015,Page 149) Foundation Notes: Number of Number of SIMPSON BEAM HANGER SCHEDULE The contractor is to verify all measurements in the field and any discrepancies are to be Framing Notes: Joint Description Common Nails Box Nails J Nail Spacing ROOF NAILING BEAM TO WOOD HANGER brought to the attention of the Engineer prior to construction. (2)13/4"X 71/4"LVL HU48 The contractor is to verify all measurements in the field and any discrepancies are to be brought to the Rafter to Top Plate(Toe-nailed) 3-8d 3-8d per rafter attention of the Engineer prior to construction. Ceiling Joist to Top Plate(Toe-nailed) 3-8d 3-8d per joist " 1. All concrete 3,500 psi after 28 days minimum. (3)1314"X 7114 LVL HU68 Ceiling Joist to Parallel Rafter(Face-nailed) 5-16d 5-16d each lap Wood Framing Ceiling Joist Laps Over Partitions(Face-nailed) 5-16d 5-16d each lap (2)13/4"X 9112"LVL 0410 2. All rebar ASTIM A-615 Grade 60. Collar Tie to Rafter(Toe-nailed) 2-10d 2-10d per be 3 13/4'X 91/2"LVL HHUS 5.50/10 1. All lumber is to be No.2 or better Douglas Fr Larch(N)with the following minimum specifications: Blocking to Rafter(Toe nailed) 2-8d 2-10d each end ( ) 3. Footings are to be installed on undisturbed virgin soil. The bottoms of all footings are Rim Board to Rafter End Nailed 2-16d 3-16d each end (4)13/4'X 9112"LVL HHUS 7.25/10 to be installed a minimum of 3' below grade unless indicated otherwise. Fb=825 psi WALL FRAMING (2)1 314X 11718LVL 0410 Fv=95 psi ' " Top Plate to Top Plate(Face-nailed) 2-16d(1) 2-16d(1) per foot Fc perp=625 psi Top Plates at Intersections(Face-nailed) 4-16d 5-16d joists-each side (3)13/4"X 1178'LVL HHUS 5.50/10 4. Rebar installed along the top of the foundation walls without windows are to be E=1,600,000 psi Stud to Stud(Face-nailed) 2-16d 2-16d 24"o.c. installed 10"below the top of the foundation wall. Rebar installed along the top of Header to Header(Face-nailed) 16d 16d 16"o.c.along edges (4)13/4'X 11718"LVL HGUS 7.25/12 foundation walls with windows are to be installed 3" below the bottom of the window 2. All Laminated Veneer Lumber is to have the following minimum specifications: To or Bottom Plate to Stud End Nailed 3-16d 2-40d per stud opening. Top ( ) BEAM TO STEEL BEAM HANGER Fb=2,900 psi 5. All snap off form ties are to be removed and remaining openings are to be Fv p 290 psi (2)13/4"X 71/4'LVL WPU 3.568.25 p gFc perp=650 psi Bottom Plate to Floor Joist,Band Joist,End joist or Blocking(Face-Nailed) 2-16d(1,2) 2-16d (1,2) per foot (3)1314"X 7114"LVL WPU 5.5017.25 sealed/grouted. E=2,000,000 psi FLOOR FRAMING (2)1 3/4'X 9112'LVL GLTV 3.59 6. The foundation contractor shall coordinate with the plumbing and electrical 3. All Laminated Structural Lumber is to have the following minimum specifications: Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d 4-10d per joist ( )3 13/4'X 9112'LVL GLTV 5.59 contractors relative to installation of sleeves and other penetrations prior to pouring Bridging to Joist(Toe-nailed) 2-8d 2-10d each end ConcreteFb=29 0p psi ' Fv=290 psi Blocking to Joist(Toe-nailed) 2-8d 2-10d each end (4)1314"X 91/2"LVL GLTV 49.5-2 Fc perp=740 psi Blocking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each block 2 1314'x 117/8'LVL GLTV 3.511 7. The Engineer-is to be contacted if unacceptable or questionable soil is encountered E=2,100,000 psi " Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist ( ) g p q LEGEND" Burin excavation. Unacceptable soil is soil containing clay and/oro organic material. Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d per joist (3)1 3/4"X 117/8'LVL HGLTV 5.511 g p g y 4. All treated lumber is to be No.2 or better Southern Yellow Pine with the following minimum specifications: Band Joist to Joist(End-nailed) 3-16d 4-16d per joist A=POST ABOVE Band Joist to Sill or Top Plate(Toe-nailed) 2-16d(1) 3-16d (1) per foot (4)1314"X 117/8'LVL HGLTV 411.88-2 8. Install isolation joints along foundation walls and at column and other floor Fb=975 psi ROOF SHEATHING penetrations. Fv=175 psi 2. DJ = DOUBLE 2X POST UNDER BEAM Structural Panels 8d 10d (Detail sheet S4) JOIST/RAFTER TO WOOD HANGER Fc perp=565 psi TJI 230 9112" IUS 2.37/9.5 9. Installed contraction joints in the cellar floor slab every 18'minimum. E=1,600,000 psi 3. TJ =TRIPLE 2X POST UNDER BEAM TJ1560 117/8* IUS 3.56/11.88 10. Foundation excavation is not to be back filled prior to the installation of the floor 5. All beams fabricated with multiple laminated Veneer Lumber boards are to be nailed/bolted in 4. APB =ANTHONY POWER BEAM CEILING SHEATHING framing. accordance with the manufacturer's specifications. Gypsum Wallboard I 5d coolers 5d coolers 7"edge/10"field 6. All TJI are to be installed in accordance with the manufacturer's specifications and shall include squash 5. LVL= LAMINATED VENEER LUMBER WALL SHEATHING JOIST/RAFTER TO STEEL HANGER 11. Backfill along foundation walls is to be clean material and is to be mechanically blocking and web stiffeners at bearing points on girders and other load bearing areas. Structural Panels 8d 10d 6'edge/12"field compacted in 6" lifts to 95%of maximum dry density. 6. L.B. = LOAD BEARING WALL TJI 230 91/2" ITS 2.37/9.5 7. Second floor joists to be TJI 5601178"and are to be installed in accordance with the manufacturers Gypsum Wallboard 5d coolers 5d coolers 7'edge 110"field TJI 560117/8" MIT 411.88 10. Underpin existing foundation if necessary. Connect existing footing to new footings specifications. 7. WINDOW AND DOOR HEADERS TO BE(2) FLOOR SHEATHING and wall tops with No.5 rebar dowels. 8. All straps,connectors,plates,bolts,nails,etc.are to be galvanized or stainless steel.Designated 2X8 HEADERS WITH (2)2X STUD POST connectors,strap etc.on these drawings are made by Simpson unless indicated otherwise.All UNLESS OTHERWISE SPECIFIED ON THE Structural Panels " connectors,straps etc.are to be nailed/bolted in accordance with the manufacturers specifications.1"or less 8d 10d 6 edge/12 field Suggested Underpinning Procedures: p p PLANS. (1)Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. Alternate nailing schedules shall a) Underpin prior to addition of any new loads on wall. 9. Ali floor sheathing is to be 2/2 inch AC type plywood,tongue and groove,with an APA span rating of 8. ALL POSTS TO BE(2)2X STUD POSTS be used where wall sheathing nailing is reduced. For example,if wall sheathing is nailed3 inches on-center at the panel edge 48124.Floor sheathing shall be glued and screwed to the floor joists(6'O.C.edges and 12"O.C. field). UNLESS OTHERWISE SPECIFIED ON THE to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors shall b) Excavate small exploratory pit at exterior wall to determine depth and width of 10. All wall sheathing is to be 15132 inch APA Rated Exposure 1 plywood and shall be fastened to the studs PLANS. be used to maintain load path. (2)When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be existing footing. Inform Architect/Engineer of findings before proceeding. as per the nailing schedule on this sheet. reduced to 1-16d nail per Poet. 9. LOAD BEARING WALL --- c) Upon receiving approval,excavate to the top of the existing footing for the entire 11. Solid blocking is to be installed every 8'max or mid span of all floor joists with spans exceeding 8. length of the area to be underpinned on both sides of the foundation wall. Remove 12. Double joists are to be installed below parallel walls. 10. SHEAR WALL interior concrete floor as necessary. 13. Blocking is to be installed at all point load bearing points. d) Excavate by hand below the existing footing at no more than 3 foot lengths. 14. Walls are to be framed with 2x6 inch studs spaced 16 inches O.C.unless indicated otherwise. Design Loads: e) Install a key way between sections. Allow 7 days curing. 15. All joist and beam hangers and fasteners used on the exterior are to be Simpson Type 304 or 316 Stainless Steel. -Roof-Live Load-30 psf Based on ASCE-7 and f) Back fill and replace interior floor as necessary. Pg=25 psf per Figure R301.2(5) 16. All bolts nuts and washers are to be stainless steel or hot dipped galvanized. -Dead Load-15 psf g) During the underpinning procedure, monitor the existing foundation wall for 19. Contractor to coordinate boxing out of framing for all mechanical,plumbing and electrical equipment with -2nd Floor -Live Load-40 psf excessive movement and/or cracks. Notify the Architect/Engineer if movement the architect,subcontractors and engineer. -Dead Load-15 psf and/or cracks are noted. Steel -1 st Floor -Live Load-40 psf 11. Dowel to existing foundation wall with No. 5 rebar. Grout solid all cavities in existing -Dead Load-15 psf wall for three ifeet from new wall. 1. All steel is to be ASTM Specification A-36 -Wind Loads-140 mph-ASCE-7 2. All bolted connections are to be made with A-325 bolts. qh=35.0 psf(Exposure D) Slab Site Preparation Roof C&C Loads: 3. Square,rectangular and circular columns are to be ASTM Specification A500. -39.2 psf(Zone 1) *The area where the slab is to be installed is to be excavated to the necessary elevation to -46.2 psf(Zone 2) meet the final to of the slab elevation shown on the Architectural drawings. 4. All columns are to be bolted to steel girders with Y2"bolts or unless otherwise shown on the plans. -46.2 psf(Zone 3) p 9 Overhang -68.0 psf(Zone 2,3) * The areas where the slabs is to be installed are to be Proof Rolled in accordance with ACI 5. 1/2"web stiffeners are to be installed at all point load bearing points and over all column supports. Wall C&C Loads: 302.1 R. The Engineer is to be notified if unacceptable soils are encountered durin -43.0 psf(Zone 4) 9 P 9 6. All welded connections are to be done by a certified welder and conform to AWS and AISC standards. -51.6 psf(Zone 5) excavation and if Proof Rolling produces results that exceed ACI standards. 5. All weld joints are to use E70XX electrodes. THIS BUILDING IS DESIGNED AS AN ENCLOSED *The excavated areas along the stem walls and footings are to be back filled with clean STRUCTURE. material and mechanically compacted with clean fill in 6 inch lifts. Each layer is to be 6. All girder splices are to be made above columns. Design Criteria-NYS Residential Code 8301.2.1.1 and utilized the compacted to 98%imodified proctor. 7. Steel is to be prime coated. methods and procedures stipulated in Chapter 2 Engineered Design and Chapter 3 Prescriptive Design in the American Forest and Paper * Base Material layer shown on the drawings is to be a compactable,easy to trim,granular 7. All steel located on the exterior to be galvanized. Association Wood Frame Construction Manual for One and Two Family fill that will remain stable and support construction traffic.A clean fine-grained material with Dwelling Units-High Wind Addition and ASCE 7. at least 10 to 30%of particles passing a No. 100 sieve but not containing silt,or organic 8. Unless indicated otherwise,all interior wall columns are to be bolted to steel girders with Y2'bolts and all exterior wall columns and beams are to be welded. material is recommended. 9. The flanges of all beams within or above and below parallel walls are to be drilled with 1/2"0 bolt holes to Slab Notes: enable the steel to be secured to the framing. *Isolation joints are to be installed between the slab and the walls. Use preformed joint 10. Steel fabricator to provide 9/16"diameter holes spaced at 16'o.c.staggered as necessary to enable steel to be secured to wood plates to the top and bottom flanges and packing to the web as necessary. REVISIONS filler that is to be cult Y2 inch below the slab surface and the resulting joint is to be filled with an elastomeric joint;sealant. 11. Shop drawings for all steel connections lobe provided to the architect and approved prior to fabrication. *Contraction joints are to be installed as shown in the drawings and are to be y the thickness of the slab but not less than 1 inch deep. ++ y *The welded wire reinforcement is to be placed in the top third of the slab and is to be co ; adequately supported by precast concrete bar supports to assure that the reinforcement is .� held in position during concrete placement and finishing. r :: s 081912 OFESSI©�A�' Scale:AS SHOWN BRE'ESE RESIDENCE Condon Engineering, P.C. 3689 PINE NECK ROAD Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education law,Article 145,Section 7209,for any person unless acting under the 1755 Sigsbee Road SOUTHOLD, NEW YORK direction of a licensed Professional Engineer,Architect,or land Surveyor,to after any Drawn by:JJC Mattfiack New York 11952 Rem in arty way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her (631)298-1986 (631)298-2651 Fax NOTES AND seal and the notation'Altered by followed by his/her signature and the date of such Date:7/12/2017 alterations,and a spedfic description of the alteration. www.eondonengineering.com SPECIFICATIONS I i I i 8'P.C.FOUNDATION WALL ON AN 8X16 P.C.FTG WITH 2-5 REBAR --------------------I --^--- —^----------------------------------, t I t _ 1 ---------------- -----------I 0 ❑ ❑ I t , I t t t 1 1 MEET EX.FOOTING AND DOWEL INTO EX.FOUNDATION ' j 30'X30"X1Z"P.C.FTG 30`X30'X12'P.C.FTG I I WfTH 115 REBAR 12'O.C. NO REBAR i I I NO REBAR 1 I I I I I 1 I I I I I I L-r - --r 1 I 1 I I I I I I I I I I t I 30"X30"X12'P.C.FTG 30'X30712'P.C.FTG 30'X30'X12'P.C.FTG t NO REBAR I No REBAR I I NO REBAR t I r---- r— — -1 rl — L I I I I 11 I L--------T—_----J 1 1 I I I I 1 1 I I I I I LI I I I r--------� r-------1 L------r L-_�__J L___--J I I i 1 1 I I I I I � I 1 I I I I 1 � I 1 I I I I , 1 1 I 1 I 1 4'P.C.SLAB 0(6.14 1.4'WWM ; 1 1 1 1 I � � I I I � � I I I � � 1 I t I 1 1 t 1 I 1 I I I ' I t I I 1 I MEET EX.FOOTING AND j 1 DOWEL INTO EX,FOUNDATION 30"X30'X12'P.C.FTG I 30730'X12'P.C.FTG 30"X30'X12"P.C.FTG 'I WITH#5 REBAR @ 12'O.C. NO REBARNO REBAR NO REBAR r---- xl _— rF-----------i ---------i I--------------� I I I I I I 1 1 1 I I 1 I I I I L____.,J L-----J I I I 1 I I 1 I I I I 1 I 1 EXISTING PROPOSED 1 I I I 10'P.C.FOUN ATION WALL ON AN 1 I ZlOX20 P.C.FTG WmH 3.5 REBAR I I I I ' I ---------------------- I 1 I 1 , 1 — -----------� I I � I MEET EX.FOOTING AND I ^� t DOWEL INTO EX.FOUNDATION 1 1 2 PIC.Rf4T SLAB 1 WITH#5 REBAR @ 12'O.C. 1 I � t I I 1 t t t t I I 1 1 I 8'P.C.FOUNDATION WALL ON AN 1 8X16 P.C.FTG WITH 2.5 REBAR I 1 I I 1 I 1 I I I I I I 1 I 1 I I 1 I I 1 I I NOTE: I 1 1. CONTRACTOR TO V.I.F.ALL FOOTINGS UNDER THE EX.CMU t I I i FOUNDATION WALLS. I I I 1 1 2. UNDERPIN ALL EX.EXTERIOR FOUNDATIONS WHICH DO NOT HAVE r—_--------- I I ------------------------ _ --_--------------, A MINIMUM8"X 16"FOOTING AND/OR EXTEND DOWN TO THE FROST LINE(36"MIN.BELOW FINISHED GRADE). -------------------------- i 3. UNDERPINNING ALSO MAY BE NECESSARY UNDER PROPOSED COLUMNS. 1 1 I I 1 I I I I 8'P.C.FOUNDATION WALL ON AN 8X16 P.C.FTG Wm12-5 REBAR I 1 I 1 I I I I 1 I REVISIONS I I I t I I 1 I I 1 of N��yr r I P.C.$LAB 6X(6-2 X 2.0 WWM I Co j1 1 j Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State I I Education Law,Article 145,Section 7209,for an person unless acting under the t � 1 y v� �9 I I I direction of a licensed Professional Engineer,Architect,or Land Surveyor,to atter any J'�,^ i 81912 �yC? I item in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor's 1 t I 1 altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item hislher SS1� seal and the notation'Altered by'followed by hisIber signature and the date of such �.�y. 1 I alterations,and a specific description of the alteration. I t I 1 1 ' BREESE RESIDENCEScale:1/4"=1-0� Condon Engineering, P.C. 3689 PINE NECK ROAD 1 -------------------------"__.-.-------------------------J L1 1755 Sigsbee Road SOUTHOLD, NEW YORK t t Drawn by:JJC t 1 Mattituck, New York 11952 L-------_—_ -------------------J (631)298-1986 (631)298-2651 Fax Date:7/1712017 mm.condonengineering.com FOUNDATION PLAN i --- -- - - 2 1314'X 1/4� 'LVL HDR ------------------------- ----------------- ------------- -- - - --------- ------------- ----------- ------- ------------ Q------------------------ -------------------------- - -------------- --- ----- I II II II II i U II II II II I p II II II II I � II II II II I I I I I I I j a POST BELOW I I I I I I I i I 8 AND ABOVE II II II II I o II II II II I II II II Il I II II II II I II II II II I (3)1314-X 11718%VL+(2)1/4'Fl?FLUSH 02X10 1 II 3112"0 STL PIPE COLUMN o PIPE COLUMN �II %D �i 10DJ@16'O.C. 1 -z X11 xl ti I � I SII � I � �I I i � (3)1314'X 117!8'LVI.'CONT.DROPPED ' PA PA (2)131 'X 91/4'LVL HDI ' 3112'0 STL T31R'0 STL 3112' 11 S1L PIPE COLUMN PIPE COLUMN PIPE LUMN U O iC PROVIDE BLOCKING BETWEEN JOISTS UNDER L.B.WALL(TYP.) PA (3)1314'X 117/8'LVL C N .DROPPED ___ 7T 3112"O STL 311r 0 STL 31/2"O STL PIPE COLUMN PIPE COLUMN PIPE COLUMN PROVIDE BLOCKING BETWEEN JOISTS UNDER L.B.WALL(TYP.) (2)1314'X 117/8'LVL DROPPED n 11 II II II 11 11 U u 1 � III TJI 560117/8'FJ @ j( O.C. II 11 it 11 it II I 1 IPROVIDE BLOCKING U � EIWEEN JOISTS UNDER L.B.WALL(TYP.) REVISIONS co Pians are prepared by Condon Engineering,P.C. It is a violation of the New York State c, Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any Rem in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item hist her seal and the notation'Altered by'followed by hislher signature and the date of such alterations,and a specific description of the alteration. Scale:!/4'=V-0• Condon Engineering, P.C. BREESE RESIDENCE 3689 PINE NECK ROAD 1755 Sigsbee Road SOUTHOLD, NEW YORK Drawn by:JJC Maffibck, New York 11952 (631)298-1986 (631)298-2651 Fax FIRST FLOOR Date:7/12/2017 www.condonengineeiing.com FRAMING PLAN Ad, q* 2X4 RAKE EXTENSION LADDER 12'DEEP 4X6 DOUGLAS FIR RAFTER 4X6 DOUG =R RAFTER D N 4X6 FIR BEAM I ❑ I ❑ 2X6 DOUGLAS FIR RAFTER 2X6 DOUGLAS FIR RAFTER d i� PERGO BEL SHED OOF PER�LA BELOW HED © co `� (2) 2X8 BEAM 22X8 HDR 4X6 DOUGUS FIR RAF I ER ( B HDR VA TJ s x 'D EXISTING ROUGH OPENING (3)EXIST] G WINDOWS (4)EXISTING WINDOWS PACKED IN T TO FIT NEW WINDOWS R.O. - v F i•v� --4X S FI X IU � � o <--�X6 DOUGLA S-FIR RAFTER= LIVING DINING ix 4X6 DOUGLAS FIR RAFTER 4 4X6 DOUJRAFTEFR�h(2)2x1 Hswom mow I jamT 3)13 4"IX11 / "LL MASTER SUITE OW WALL I PAINT ONLY) I HATCH INDICATES I o ( YI OVER BUILT ROOF o � HATCH INDICATES TJ O " N OVER BUILT ROOF N CD O X N v ------------ , 2x4 MULLS TV CABINET I I I DW to KIT HEN -- ------- REMOVE HEARTH 2X12 RIDGE 2X12 RIDGE 2X12 IDGE J AND C VER FIREPLAC I� "� "�_�.—.� '�—�� �"—a�—ate— — — — — — WfTH j EETROCK OVE x 2X4 S SHPING10. ---------- I TRASH 'mss EXISTING a, rr c- ------ HATCH INDICATES kyr WALL HALL X w O OVER BUILT ROOF �i I� Go00 , T ITT Q O2X6 RR 2X6 RR � EX CLOSET *'--16'D.C. 16.0 C.1 TTT ' N (2)2X8 HDR j (2)2X8 HDR REF BOOKS / I , c I g PANTRY I 2X6 RR 2x6 RR I OFFICE MASTER BEDROOM BATH 16'0.C. 1s•o.c. BATHROOM Q � 4 POF CH i ORMEIABOVE 2)2X8 HDR (2)2X8 HDR (2)2XB HDR (2)2X8 HDR' I � I � I .� r� I Ca 0 W"' N N 2X4 RAKE EXTENSION LADDER 2X4 L AD BEARING 12 DEEP WALL UP TO BOTTOM E I Y y a OF RAFTERS 2X4 RAFTERAT ENTRY ROOF OVERLAP RAFTER TOP PLATE I o: 3"X S FIR BRACKET 2Xfi R AT ENTRY ROOF 6 RR @ 16.0. . @ f��.C. m Co = N � I � TCH INDICATES OVERBUILT ROOF D 1 I 0 I a Np V D' rr o CONCRI SLAB I REVISIONS GARAGE 0 - -- -- - -- - -- - - - -- - - OF: N 2x12 RIDGE r'0 v o CO / o N LLJI i v F Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State p Education Law,Article 145,Section 7209,for any person unhess acting under the N direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any 0 Gcl 1512 y� F o item in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor Is A � altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her �� $SIONP�' o seal and the notation*Altered by'followed by his/her signature and the date of such alterations,and a specific description of the alteration. wv/mvmr//� M� Scale:l/4"=1-0" BREESE RESIDENCE Condon Engineering, P.C. 3689 PINE NECK ROAD 1755 Sigsbee Road SOUTHOLD, NEW YORK j Drawn by:JJC bm4 (3)2X10 o� (3)2x10 HDR Mat6tuck, New York 11952/ (631)298-1986 (631)298-2651 Fax SECOND FLOOR Date:7/12/2017 www.condonengineefing.com FRAMING PLAN 31!2'0 STEEL PIPE COLUMN 5/8'0 X 1 Y LONG GALS.ANCHOR BOLTS AT 28'O.C.MAX.,1?MAX.FROM CORNERS 12'X 1Y X t 2X8 ACQ SILL 2X6 WALL STUDS 16'OC BASE PLATE TJI RIM JOIST OR 13/4'X 117!8'LVL iv TJI 560117/8"FJ @ 16"O.C. 12" RAFTERS TOP OF FOOTING-TO COPPER TERMITE SHIELD " 8'MIN. 2H V-CUT SHEAR BLOCKING 4- "0 Anchor Bolts d "Steel Base Plate 4,000 PSI Non Shrink #5 BARS 12'O.C. 8• GRADE(SLOPE AWAY 2" Grout Pedestal 2X TRIM BOARD FOR SHEAR BLOCKING(BETWEEN JOISTS). p FROM BUILDING 2%MIN. _ FIELD TRIM TO MATCH JOIST DEPTH AT OUTER EDGE OF - - - - 10'FROM BUILDING) WALL OR LOCATE ON WALL TO MATCH JOIST DEPTH. <. EXPANSION JOINT AND JOINT SEALER d • ° 4,'d•.•, < .�°Q _',3 ;F},���!'!,(, .'*t• ' .',d•: ,�'•,.v M1` e DAMP PROOFING 2X4 KEY WITH BENTONITE O VERTICAL REBAR 3 MAX. .. - YRAT SLAB TAPE WATER STOP P r . .., ,a.:. :` ' :R: N o ( ) ° j. a s� � gYz .' . #5 REINFORCING 4': �{� :.k.;r"N"i.'�: �." w"' •x r..;�V v RODS AT 17 O.C. FOOTING TO BE PLACED ON a •.Q • EACH WAY(TYP.) MAXIMUM ALLOWABLE V-CUT UNDISTURBED SOIL �3' 12' I 12" 3' " 10 MIL POLYETHYLENE VAPOR RETARDER ;� SHEAR BLOCKING AND VENTILATION HOLES COMPATIBLE GRANULAR FILL (2)NO.5-60 KSI REBAR 3'4V(ORAS NOTED ON PLANS) FOUNDATION DETAIL TYPICAL TYPICAL STEP FOOTING DETAIL TYPICAL ISOLATED FOOTING DETAIL. SHEAR BLOCKING DETAILS TYPICAL FOUNDATION CORNER DETAIL SCALE: 1/2'=1'-0' SCALE: 112'=1'-0' SCALE: I'=l'-O* SCALE: 1/2"=V-0' MICROLLAMO LVL 2 X DIAMETER OF THE AND PARALLAM® LARGEST HOLE JDEPTH PSL HOLE ZONE (MINIMUM) d WOOD COLUMN STEEL COLUMN IDT HEADER MAXIMUM ROUND 6 (SE BPI-BP5) MICROLIAM LVL AND DEPTH HOLE SIZE 2X8 CCA SILL 3/4'BASE PLATE L A 4 1 LA ALLOWED HOLE ZONE Ll3 1 . FILL CONC.BLOCKS SOLID _: :_ -:" :;' .,:;�".. .;:'`.a:.:�. FILL CONC. 'to 20' Y WITH GROUT TO FOOTING ''' ""'� BLOCKS SOLID . �::. , ; (3)LVL BEAM SEE ILLUSTRATION FOR r WITH GROUT TO 5/8'0 BOLTS 8" 16" ALLOWED HOLE ZONE SIMPSON LSTA36 NOTES: `. >i<� �. ; =r '•' ''_�' ` ' FOOTING 1. ALLOWED HOLE ZONE SUITABLE FOR UNIFORMLY LOADED HEADERS AND BEAMS ONLY. f "'r ..r•.... C r" —'•A STRAP EN :,•.;;:, � 2. ROUND HOLES ONLY 3. NO HOLES IN CANTILEVERS. N0.4 REBAR ,,......' -•. . .'•'�z''�:.:•.: CONCRETE BLOCK CONCRETE BLOCK >":.'••+: :•• N0.5 REBAR 4. NO HOLES IN HEADERS OR BEAMS IN PLANK ORIENTATION. FOUNDATION WALL FOUNDATION WALL •: :' - � :.:w >t :-•::'�: ��' <' NOTE: 5. DO NOT CUT,NOTCH OR DRILL HOLES IN HEADERS EXCEPT AS INDICATED IN y. ' - PROVIDE 2 STRAPS EACH SIDE FOR WINDOW ILLUSTRATIONS AND TABLES. :'�;:;• _ 6. ANY OPENING OUTSIDE THESE CONSTRAINTS MUST BE APPROVED BY THE ,..r•' HEADERS OVER V LONG. STRUCTURAL ENGINEER. EX. CMU WALL EX. CMU WALL REINFORCING AT TYPICAL WINDOW AND DOOR HEADER (2)A36STEELFLITCHPLATESP TYPICAL ILEVEL LVL PENETRATION REINFORCING AT COLUMN STEEL COLUMN STRAPPING DETAIL EACH CORNER FLITCH BEAM DETAILS SCHEDULE AND DETAIL NOT TO SCALE NOT TO SCALE NTS NOT TO SCALE NOT TO SCALE MIN.DISTANCE MIN.DISTANCE FROM TABLE A DO NOT CUT HOLES FROM TABLE B LARGER THAN 1 1/Y IV HOLE MAY BE CUT NO FIELD CUT IN CANTILEVERANYWHERE IN WEB OUT HOLES IN ___ SIDE OF HATCHED ZONE HATCHED ZONESDO NOT CUT OR 6' O � EM Q 06' NOTCH FLANGE. 6' L1 2XD1 D1 I L2 2XL2 2 6" 6" MINIMUM INIMUM (APPLIES TO ALL CLOSELY GROUPED ROUND HOLES ARE HOLES EXCEPT PERMITTED IF THE GROUP PERIMETER MEETS KNOCKOUTS) REQUIREMENTS FOR ROUND OR SQUARE HOLES. DO NOT CUT HOLES IN CANTILEVER REINFORCEMENT. TABLE A-END SUPPORT 2X6 ACQ SILL MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST END SUPPORT 2X6 WALL STUDS----' JOIST T JI@ ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE 518'0 X 12'LONG GALV.ANCHOR BOLTS AT 28'O.C.MAX., U18 U8 DEPTH Y 3' 4' 5' 6% ' 7' 8% 11' 13' Y 3' 4' 5' 6 T 8% 11' 13' COPPER TERMITE SHIELD a1Y MAX.FROM CORNERS WITH SIMPSON BPS5/8-3 WASHER d/4 9%' 360 1'-0" 2'-0' 3' Y 4'4' 6'4' 1'•6' 2'-6' 3'-6' S'-0' 5'-6' TJI RIM JOIST — _— MOMENT CRITICAL ZONE 117/8" 5601'0 ' 1'-0' 1'6' 3'-0' 5'-0' S-6' 8'-0' 1'-0' 2'-0' 3'-6' 5'-0' 8'MIN. TJI 56011718'FJ @ 16'O.C. d SHEAR`;'` SHEAR ''' d/2 14' 560 1'-0' 1'-0' 1'-0' 1'-0" 2'-6' 3'-0' 6'-0' 9'-0" 1'-0" 1' CRMI CAL ZONE CRITICAL ZONE 16' 560 1'0 1'-0' 1'-0" 1'-0' 1'-0' 1'-0' 3'-0' 6'-6' 10' ..MOMENT CRITICAL ZONE GRADE(SLOPE AWAY 2X4 ACQ SILL d/4 FROM BUILDING 2%MIN. , 518'0 X 12'LONG GALV.ANCHOR BOLTS TABLE B•INTERMEDIATE OR CANTILEVER SUPPORT 10'FROM BUILDING) 6" AT 32'O.C.MAX.,12'MAX.FROM CORNERS MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST INTERMEDIATE OR CANTILEVER SUPPORT WITH SIMPSON BPS518 3 WASHER JOISTTJI ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE (2)NO.5 HORIZONTAL REBAR- e U4 L12 U4 SUPPORT DEPTH Y 3' 1 4" 5" 6Y2'1 T 8'1 11' 13' 1 2' 1 3" 1 4' 5' 16%*1 T 81/8 11" 13" SEE FOUNDATION NOTESa 230 2 6" 3'-0" 4'-0" 5'-0" 8'-0° 6 3'-0 4'$ -6" w 2X6 STUD W 9� '-W 4'-0" 6-6' 6'f' 9-0' 1 3'-0" 4'-6' 5'-0" T-6" 8'-0' 2X6 TREATED SILL PLATE �,, V -C 5-6' 8' 8'-15"12-0' T-W 4'-6' V0 80 10-V b DO NOT DRILL IN CRITICAL ZONESw 560 r-0TO 1'.s• 3'-6' S-6 6'- 9'-6" 13'-6" V-0. Y-O" V-0• r-0"10'-0.11'-0'13'•6" 1/2"EXPANSION SEAL I I r 560 114" 110 1'0' 1'-0' 7-0' 3'-6' x4.1110 15'-0' 1'-0' 1' ' T-6' 6•6' 9'-W 10'-0' 4'•6' r0 ANCHOR BOLTS 36"O.C. 6X6-W1 AXW1.4 WWM 10" Z UNIFORMLY LOADED SINGLE SPAN BEAM GLUED LAMINATED TIMBER RECTANGULAR HOLES BASED ON MEASUREMENT OF LONGEST SIDE. TERMITE SHIELD&SILL SEAL • HOLES MAY BE LOCATED VERTICALLY ANYWHERE WITHIN THE WEB.LEAVE 1/8'OF WEB(MINIMUM)AT TOP AND BOTTOM OF HOLE. • KNOCKOUTS ARE LOCATED IN WEB AT APPROXIMATELY 1Y ON-CENTER;THEY DO NOT AFFECT HOLE PLACEMENT. REVISIONS GRADE 5'POURED CONCRETE SLAB s NOTES: • FOR SIMPLE SPAN 5 MINIMUM),UNIFORMLY LOADED JOISTS USED IN RESIDENTIAL APPLICATIONS,ONE MAXIMUM SIZE ROUND 1. THE MAXIMUM SIZE HORIZONTAL HOLE(THROUGH THE WIDTH OF THE BEAM)SHALL ( ) NOT EXCEED 1-M INCHES. HOLE MAY BE LOCATED AT THE CENTER OF THE JOIST SPAN PROVIDED THAT NO OTHER HOLES OCCUR IN THE JOIST. 2. EDGE AND END SPACING:ANY HORIZONTAL HOLE MUST BE A MINIMUM OF 4 HOLE • DISTANCES ARE BASED ON THE MAXIMUM UNIFORM LOADS FROM CURRENT ILEVEL SPECIFIER'S GUIDES.FOR OTHER LOAD $'MIN `�' `d DIAMETERS FROM THE TOP OR BOTTOM SURFACE OF THE GLUED LAMINATED CONDITIONS OR HOLE CONFIGURATIONS USE ILEVEL®TJ-BEAM®SOFTWARE OR CONTACT YOUR ILEVEL REPRESENTATIVE. EXPANSION JOINT AND JOINT SEALER TIMBER MEMBER,AND 8 HOLE DIAMETERS FROM THE MEMBER ENDS.THE DISTANCE 6x6-W 1.4x1.4 WWM IS MEASURED FROM THE EDGE OF THE MEMBER TO THE CENTERLINE OF THE HOLE. ALLOWABLE HOLES - TJ Ir JOISTS 4 ,. 3. SPACING BETWEEN HOLES:FIELD ADDED OPEN OR ACCESS HOLES NOT SHOWN ON WATER PRO 4 POURED CONCRETE SLAB e , 2X4 KEY WITH BENTONITE THE CONTRACT DRAWINGS SHALL BE A MINIMUM OF 8 HOLE DIAMETERS , TAPE WATER STOP FROM ANY HOLE IN THE MEMBER. THE DISTANCE IS MEASURED FROM THE EDGE OF M 2X4 KEY THE HOLE TO THE NEAREST EDGE OF THE EXISTING HOLE. Fs , 4. NUMBER OF HOLES:DETERMINE THE NUMBER OF FIELD ADDED HOLES ALLOWED BY / 4 COMPACTABLE BASE MATERIAL _""` '�`` - " ALLOWING ONE HOLE PER EACH 5 FOOT LENGTH OF THE MEMBER. Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State r, Y1�C°"•y�1 �� (THIS RULE DOES NOT APPLY TO SPACING OF HOLES.) Education Law,Article 145,Section 7209,for any person unless acting under the Q 20 5. OTHER HOLES:HOLES NOT DESCRIBED HERE REQUIRE REVIEW BY A QUALIFIED direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any r c,�� 'r TIMBER DESIGNER. L=LENGTH OF BEAM D=DEPTH OF BEAM item in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is K 1911 C� 16" 10 MIL POLYETHYLENE VAPOR RETARDER altered,the altering Engineer,Architect,or Land Surveyor shall affix too the fiem hislher "` ��� Lti (2)N0.5 REBAR COMPATIBLE GRANULAR FILL (2)N0.5-60 KSI REBAR seal and the notation"Altered by"followed by hislher signature and the date of such ax S510 P TYPICALANTHONY POWER BEAM GLU LAM alterations,and a specific description of the alteration. FOUNDATION WALL PATIO DETAIL FOUNDATION DETAIL TYPICAL PENETRATION SCHEDULE AND DETAIL Scale:1/4"=1'-0' Condon En ineerin PCBREESE RESIDENCE SCALE: 1/2":= 1'-0* SCALE: 1/Y=1NOT'-0" g g . . 3689 PINE NECK ROAD 1755 Sigsbee Road SOUTHOLD, NEW YORK Drawn by:JJC Mattituck, New York 11952 (63 Date:7/12/2017 www.c ndonenginee ng.com Fax STRUCTURAL DETAILS TJI FLOOR JOISTS e vd a v dV—MIN.AIR GAP REQUIRED °AT END AND SIDES'. c ° d da 114"BEARING PLATE a Q . d 4 a a . e e d � Aa TJI FLOOR JOISTS O O 4 O 3 0 a 0 I d I ° i I 4'O.C.NAIL 1/2"MIN.AIR GAP REQUIRED j 0 O 0 SPACING SIMPSON 1-12A TIE EACH RAFTER AT END AND SIDES 1 � I a i I 4'PERIMETER ZONE a PANEL FIELD NAILING a O 4'PERIMETER ZONE L------------------------ O PANEL EDGE NAILING UNTREATED GLULAM OR LVL BEAMZ a G --------- —_--_— 1 d --------------------- •'I---- , d 1/4'BEARING PLATE 0 0 0 1 a. 2X6 BLOCKING—/ MINIMUM 2X6 OUTLOOKER d a I 3 SEE TYPICAL FOUNDATION DETAILS 0 I FOR ADDITIONAL INFORMATION ------� ------------ - r---t---- Ly a ,. GABLE ENDWALL SECTION A-A p O I I I RAKE OVERHANG LIMITS - OUTLOOKERS NOT TO SCALE GLULAM / LVL FOUNDATION POCKET DETAIL 0 0 0 0 NOT TO SCALE O O I I TOP PLATE 1 1 I 1 I HEADER OR ''' .. O L..—.J 1 O SIMPSON MTS30 RAFTER STRAP OR AT EACH RAFTER TAIL 0 i Q SIMPSON H2.5A RAFTER ' I TAIL TO TOP PLATE O 1 0 0 1 • SIMPSON H2.5A TOP --------------`—'—` H2A CONNECTO TOP PLATE PLATE TO STUD OQ i 0 0 i 0 STU I I 1 SIMPSON 1-12A HURRICANE TIES AT 2-SIMPSON H2.5A(HURRICANE TIES I I EACH RAFTER TAIL(INSTALLED ON AT EACH RAFTER TAIL(INSTALLED ON EXTERIOR SIDE ONLY) INTERIOR SIDE ONLY) ----T---'"-----------'--_—T---' Di0 0 , 0 "`------------- Simpson LSTA30 Ridge Strap at each Rafter 2X6 STUD WALL 16"O.C. 15/32 STRUCTURAL PLYWOOD PANELS I I INSTALLED VERTICALLY BOTH SIDES OF SIMPSON TSPZ STRAP WALL. 6"O.C.EDGE NAILING AND 12- 12 12 SIMPSON SDWC15450 FIELD WITH 10D NAILS 1-112"MIN. 3� r� � 13� WITH E COAT NE PETRATION INTO FRAMING. 59r0GALV.A NCHOR BOLT WITH A Blocking at all Nailing Zones for Roof Sheathing in 130 SIMPSON BP&S-3 BEARING PLATE Plywood Seams MPH Ultimate Gust Wind Zone 2•SIMPSON H4Z STRAPS DOOR Zone 1 Zone 2 Zone 3 Feld 6"O.C. 12"O.C. 4"O.C. ,x Panel Edges 6"O.C. 6"O.C. 4"O.C. Nailing Requirements for 130 MPH,Ultimate Gust, TYPICAL WALL AND SILL STRAPPING DETAIL co Silk,,, 1/2"Thick Roof Sheathing with 8d Common Nails Roof Sheathing Nailing Details SIMPSON L A36 ' •• • ••'- - •• ap SCALE: 118"=1'-0" M STRA r •: Simpson HDU5 with STB20 at each (3) l•• SIMPSON LTP ' STRAP t 2X6 Col. REVISIONS Typical Wall and Sill •'' Strapping Detail '.r; NOTE: •'_•-••-••••'•• •: ••• -•• • "•• •�• '� �� PROVIDE ADDITIONAL HDU5 HOLD r' DOWNS AT EACH END OF ALL WINDOWIS AND DOOR JACKS. of TYPICAL BUILDING SECTION TYPICAL EXTERIOR SHEAR WALL DETAIL SCALE: 1/4"= 1'-0" r . NOT TO SCALE � �' •/f'• � + � ' Plans are prepared by Condon Engineering,P.C. It Is a violation of the New York State Education Law,Article 145,Section 7209,for any person un6ess acting under the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to atter any J - ,✓ y�' Rem In any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is r . altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her seal and the notation'Altered by'followed by his/her signature and the date of such alterations,and a specific description of the alteration. Scale:ASSHOWN Condon Engineering, BREESE RESIDENCE P.C. 3689 PINE NECK ROAD 1755 Sigsbee Road SOUTHOLD, NEW YORK Drawn by:JJC Matfituck, New York 11952 Date:7/12/2017 (631 &rondonengineedn986 (631) g6c5 Fax STRUCTURAL DETAILS i O 24'-1 12' 112" ❑ ❑ i i i i mr i i i i i i 0 la i ' 3'-0. z EXISTING FULL a FULL BASEMENT JUNFIN15HED BASEMENT z O 0 I I- ' o TOP OF SLAB= - 8'- 104" Q CONCRETE NOTES +/- 92" FROM EXISTING SLAB z I . ALL CONCRETE TO BE 3,000 P51 @ 28 DAYS and PLACED IN ACCORDANCE o w WITH INDUSTRY STANDARDS. DO NOT STRIP FORMS FOR 72 HOUR5. 0 iy Q 2. FOOTINGS TO BE PLACED ON UNDISTURBED NATIVE SOILS. NOTIFY LL o ARCHITECT IN THE EVENT OF ANY OVER-EXCAVATION BEFORE PROCEEDING WITH THE WORK. —IN °? 3. ALL STEEL REINFORCING TO BE NEW AND PLACED IN ACCORDANCE WITH N INDUSTRY 5TANDARD5, and FREE OF RUST, SCALE, DIRT OR OTHER DEBRIS. i 4. CONCRETE CONTRACTOR TO VERIFY LOCATIONS Of ALL HOLD-DOWNS WITH FRAMING CONTRACTOR. 5. COORDINATE LOCATION OF ALL BONDOUT5 FOR WATER, SEWER, ELECTRICAL AND OTHER UNDERGROUND UTILITIES. G. IN AREA5 WHERE FOUNDATION WALLS ARE TO BE LEFT EXP05ED TO VIEW, GRIND SMOOTH ALL FORM JOINTS and FILL ALL TIE HOLE5 BEFORE APPLYING ` PARGING. CKIL\Wlf SPACE T. 0. OF SLAB= - 4'- 8" _N 0 EXISTING PROPOSED LEGEND: ALL ELEVATIONS CALCULATED FROM EXISTING TOP OF PLYWOOD 5UB FLOOR =DATUM LEVEL = 0'-0" z —----------------- T.O.FOUNDATION WALL ELEV.= - 01- 24" O Elm T.O.FOOTI NG ELEV.= -91- 24' 2" 12'-0° T.O.FOUNDATION WALL ELEV.= -0'- 104" 0 14'-0" 14'-0" T.O.FOOTI NG ELEV.= - 2'- 104" z UJI OC Sla T.O.fOUNDATION WALL ELEV.= - 1 '- 33" o CRA PACE o T.O.FOOTI NG ELEV._ -9'- 24° W - LLQ T.O.fOUNDATION WALL ELEV.= - 31- 711 („) T.O. FOOTING = -91- 24' z W o o T.O.FOUNDATION WALL ELEV.= - 4-811 "'-8U T.O. FOOTING — -91- 24" O o 5'-O2" �? 12'-0' 6'-1 12 r-1 In T.O.FOUNDATION WALL ELEV._ - 4'- 10" T.O.FOOTING ELEV.= - 91- 24" T.O.FOUNDATION WALL ELEV.= - G'- 4" 2'-0" Co kD MEE T.O.FOOTING ELEV.= - 91- 24" n'ni d T.O.FOUNDATION WALL ELEV.= - 8' " - 104 T.O.FOOTI NG ELEV.= - 14'-G" E N 0 0 = u SLAB �ON GRADEu M L 0 ' 00 c J Q_i n L uoi 4 ifu a� N U 0 = O N = M cn 41 _\ _L- L Ln � M M au 00 (L) -0 0 m n Lij 0 _ r 1 I'-82.. W < 2'17" 241-0" W I11 vim,. W FOUNDATION PLAN k� °�'�'`z f � 1 Scale: 1/4"=1'-0" n