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Home My WebLink About41938-Z � 'fCp Town of Southold 2/14/2018 a P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39506 Date: 2/14/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2060 Gabriella Ct., Mattituck SCTM#: 473889 Sec/Block/Lot: 108.4-7.47 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/30/2017 pursuant to which Building Permit No. 41938 dated 8/30/2017 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 TWO-CAR GARAGE TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Buckley,Christopher&Commander,Kathleen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39437 08-24-2016 PLUMBERS CERTIFICATION DATED Auth ed i ature sUFwtr TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41938 Date: 8/30/2017 Permission is hereby granted to: Buckley, Christopher 2060 Gabriella Ct Mattituck, NY 11952 To: Additions and alterations to an existing single family dwelling as applied for. Replaces BP# 39437 At premises located at: 2060 Gabriella Ct., Mattituck SCTM # 473889 Sec/Block/Lot# 108.-4-7.47 Pursuant to application dated 8/30/2017 and approved by the Building Inspector. To expire on 3/1/2019. Fees: PERMIT RENEWAL $321.20 Total: $321.20 Bu in I ector TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE .a SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39437 Date: 12/23/2014 Permission is hereby granted to: Buckley, Christopher & Commander, Kathleen 2060 Gabriella Ct Mattituck, NY 11952 To: Additions and alterations to an existing single family dwelling as applied for. At premises located at: 2060 Gabriella Ct, Mattituck SCTM # 473889 Sec/Block/Lot# 108.-4-7.47 Pursuant to application dated 12/10/2014 and approved by the Building Inspector. To expire on 6/23/2016. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $642.40 CO -ADDITION TO DWELLING $50.00 0 tal: $692.40 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-existiBuildin check one g g ( ) Location of Property: Y)60 e, 4�_ �'� House No. treet � Hamlet Owner or Owners of Property: 0-hf 7/5 Suffolk County Tax Map No 1000, Section Block Lot - Subdivision / Filed Map. Lot: Permit No. ( Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (c eck one) Fee Submitted: $ V A pli a t ig e pF SOUTyoI 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q roger.riche rt(CD-town.southoId.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Buckley Address: 2060 Gabriella Court City: Mattituck St: New York Zip: 11952 Building Permit#: 141q 3 S 9949;7 ection: 108 Block: 4 Lot: 747 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: BJ Electric License No* 2670-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition X Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 15 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 4 Smoke Detectors 1 Main Panel A/C Condenser Single Recpt Recessed Fixtures 12 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 30A Emergency Fixture Time Clocks Disconnect Switches R20 Twist Lock Exit Fixtures TVSS Other Equipment: 1- Paddle Fan, 1-Exhaust Fan Notes: Inspector Signature: Date: August 24, 2016 00Electrical 81 Compliance Form.xls AFFIDAVIT Building Permit No. 41938 Date: February 8, 2018 Address: 2060 Gabriella Court, Mattituck, New York Owner: Christopher Buckley Tax Map Number: 473889 STATE OF NEW YORK ) SS.: COUNTY OF SUFFOLK ) CHRISTOPHER BUCKLEY, being duly sworn, deposes and says.- 1. ays:1. 1 am the owner of 2060 Gabriella Court, Mattituck, New York 11952. 2. The aforementioned residence was the subject of a construction project that involved the construction of a two-car garage, mud room, and master bedroom with bathroom under permit no. 41938. 3. The plumbing work under said permit number was performed by me and _ x in doing so, only PEX piping/tubing was utilized. Solder was not used. Ck AM- 1-C"t-&k i)&'. CHRISTOPHER BUCKL Y Sworn to before me this /daye uary 2018. Dr5 71'"7 F D N a Pu 'lic T' FEB s 9 2018 1 KATHLEEN S COMMANDER ,� _nl, T;r`; ; i, Notary Public, State of New York - No 02 006015702 TOWN OF SOUTHOLD Qualified in Si_iffalk County Term Expires — S�i `17Z o Pc� q soulyo� 'TOWN''.OF=S HOLD-.BUILDING--DEPT. 765-1802 SPECTION' [ FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ J ELECTRICAL (FINAL) [ ] CODE VIOLATION [ J CAULKING REMARKS: / -� Lzit�6r,�' DATE G� INSPECTOR OF SO(/ly�� l�co TOWN OF SOUTHOLD BUILDING -DEPT. 76S-1802 I PECTION [ ] F NDATION IST [ ] ROUGH PLUMBING [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING./ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ _] .FIRE SAFETY INSPECTION ( ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLAT ON [ I UTM G REMARKS: DATE INSPECTORS -,6r OF SOUIy� o'tColumm TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 ,INSPECTION .' [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL r [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ;L. T dE DATE �� INSPECTOR-"' ` oF so�,yo� �o • o i rou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) J ELECTRICAL (FINAL) REMARKS: f_ DATE l INSPECTOR�� J � o �0 6 1y�0� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ZRGH PL13G. FOUNDATION 2ND [ ] LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRIC (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: I e rl�( tin/ iq S (Ijb&I 1 DATE INSPECTOR • 1 �O��OF SOUIyo<o 27- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECPO-N [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION r [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR hO�aOF SOUlyOlo . TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION. 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION , [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [�ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ �] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR l _ pF SOUTyolo TOWN OF SOUTHOLD BUILDING- DEPT. 765-1802 INSPECTI" [ ] FOUNDATION 1 ST [ ] UGH PLUMBING [ ] 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: c DATE INSPECTOR I �� Of Soply �o • o i oou 1 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ rFI LATION FRAMING / STRAPPING [ L [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION - [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) fkEMARKS: oz IV/ 4w AVON DATE INSPECTOR LIKAIA L. K. McLean Associates P.C. 437 South Country Road • Brookhaven • New York • 11719 CONSULTING ENGINEERS (631)286-8668 • FAX(631)286-6314 Associates EUGENE F DALY,P.E.,P.T.O.E.TM,PRESIDENT and C.E.O CHRISTOPHER F DWYER RAYMOND G.DiBIASE,P.E.,P T.O.E.TM,PTP-,EXECUTIVE VICE PRESIDENT ROBERT A.STEELE,P.E. DANIEL P JEDLICKA,P.L.S.,VICE PRESIDENT JAMES L.DeKONING,P.E. STEVEN W EISENBERG,P.E. ANDREW B.SPEISER July 24, 2015 Town of Southold Building Department �D� Town Hall Annex Building 54375 Route 25 P.O. Box 1179 JUL X015 Southold,NY 11971 DEPT Attn: Michael J. Verity, Chief Building Inspector Re: Town of Southold: Buckley Residence Addition (2060 Gabriella Ct. Mattituck,NY) Letter Certifying Installation of Strapping along Ridge (Underneath Shingled Roof) LKMA Project#: 14075.000 (Southold Building Permit#39437) Dear Mr. Verity: As design professionals responsible for the two-story addition-of'2060''Gabriella Court in Mattituck, our office is certifying the installation of the ridge strapping underneath the roof system. The ridge strapping was installed in accordance with the drawings (specifically Detail 4-G as shown on Drawing CC2) prepared by our office. If you should have any questions relative to this matter, please do not hesitate to reply or call this office. 1Pt tt 1 u, RGD:cfd in iB' E., P.T.O.E. e.. . . ent'-. r CC: Kathleen Buckley 9pF�SS�pt1P LKMA File Copy • Founded in 1950 • r � t o . • . �i ; y. • i �. TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 r} 4 sets of Building Plans TEL:(631)765-1802 [ Planning Board approval FAX:(631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO, Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate -Water Assessment Form 2 Contact: Approved 20 \ Mail t . Disapproved a/c IV Phone: i iraton .' E` * Q p � � k � � Building Inspector DEC 10 2014 APPLICATION FOR BUILDING PE Date 20 14 BLDG. DEPT INSTRUCTIONS TOWN!OF SOUThfOLD . . s-a T 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. (Sig ature of applicant or na ', f a corp atio 2060 Gabriella Court atti uck NY - (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Owner Name of owner of premises Christopher & Katherine Buckley (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1 Location of land on which proposed work will be done: 2060 Gabriella Court Mattituck House Number Street Hamlet County Tax Map No. 1000 Section 108 Block 04 Lot 7.47 Subdivisiom Elijah's Lane Estates Sec. 3FiledMapNo. 9913 Lot 1 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction. a. Existing use and occupancy Residential Dwelling - Single Family b. Intended use and occupancy Residential Dwelling - 2 Story Addition (Garage & Bed) 3 Nature of work(check which applicable):New Building Addition X Alteration Repair Removal Demolition Other Work (Description) 4 Estimated Cost $125,000 Fee (To be paid on filing this application) 5 If dwelling,number of dwelling units Number of dwelling units on each floor 1 If garage, number of cars 2 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. n/a 7 Dimensions of existing structures,if any- Front 36 Rear 36 Depth 26 Height 24 Number of Stories 2 Dimensions of same structure with alterations or additions: Front 56 Rear 56 Depth 31 Height 26 Number of Stories 2 8. Dimensions of entire new construction:Front 20 Rear 20 Depth 24' & 31' Height 241 -811 Number of Stories 2 9 Size of lot:Front 136.36 Rear 154.00 Depth 260.56 10.Date of Purchase 4/16/07 Name of Former Owner Andrew & Kerry Janis 11 Zone or use district in which premises are situated AC (0.92 Acres) 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO X 13 Will lot be re-graded?YES_NO X Will excess fill be removed from premises?YES X NO 2060 Gabriella Crt. 14 Names of Owner of premises Chris Buckley Address Mattituck NY Phone No. Name of Architect L.K. McLean Assoc. PCAddress437 S. Country WoneNo 631-286-8668 Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO X *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 X *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 X *IF YES,PROVIDE A COPY. STATE OFW RK) COUNTY ") 1\,�-w-e Qy3S 1-e 1—J being duly swom,deposes and says that(s)he is the applicant (Name of individual signing contract)above Aired, (S)He is the 0 W y'1P,C (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 at the work will be performed in the manner set forth in the application filed therewith. Swor to before me _ day of 2014 ' VICKI TOTH \1�7,- � rykeb0icya�0 106 ew Notary Public Qualified in Suffolk Co my Sign re of pplicant CommISSMr!Fxpires July. ?0 Scott A. Russell d° '� ST�O�IE�I��I WA\T]ER, SUPERVISOR 2 MANAGEMENT SOUTHOL'D TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971C Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE .COMPLE-FED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE I:OLLONVING: 1'e< No (CIIL'CK ALL TIIA`r APPLY) ❑® 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. [3 91 E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑® 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 g County Tax Map Number! Chapter 23f 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 Hofessiotul.Agent.Contractor.Other) ST r\I a. I��) Date: Di-tract NA:NIL. "iA�S�e��Idu � /Cl,Ji> BLty�c� /_ � 7-9— OV_7 //-23-/� w,m, Sect ion Block Lot 7 � FOR BUILDING DEP E OSE ONI Y Contact ht(ormanon C 7/7 7✓ r Z U C^ Reviewed By: Date: Property AdCliy-ss/ Location of Construction Work: �D G��A L%OK.QT Approved for prod>ying liuiltline Pcfnlit Z D D 6'0 b 4j Storm~vater\lanagcmcnt Control Plan Not licquircrl. 4,1,,.—r, ri AJJ y //qSL Stormwaler Nlanagernent Conu`ol Plan is RertuiraI. Durward io Engineering Department for Review.) foil\-I " S\'ICP-'I'OS NIAY 2014 Page 1 of 1 https://webtop.webmai 1.opti mum.net/http/viewattachment?cllentld=1444828172333&loc... 10114/2015 Page 1 of 1 _ Y f https://webtop.webmail.optimum.net/http/viewattachment?clientld=1444828172333&1oc... 10/t4/2015 le Page 1 of 1 { https://webtop.webmail.optimum.net/http/viewattachment?clientld=1444828172333&loc... 10/14/2015 Page 1 of 1 i W 2 t 77, t' a i H. https://webtop.webmail.optimum.net/http/viewattachment?clientld=1444828172333&loc... 10/14/2015 Page 1 of 1 bf f k . A https:/Iwebtop.webmail.optimum.net/http/viewattachment?clientld=1444828172333&loc... 10/14/2015 Page I of 1 st https://webtop.web mail.optimum.net/W/viewattachment?clientld=1444 82 8172333&loc... 10/14/2015 Page 1 of 1 ;tea. � i https-//webtop.webmail.optimum.net/http/viewattachment?clientld=1444828172333&1oc... 10/14/2015 Page 1 of 1 a https://webtop.webmail.optimum.net/http/viewattachment?clientld=1444828172333&loc... 10/14/2015 L11AAL. K. McLean Associates, P.C. 437 South Country Road • Brookhaven • New York • 11719 CONSULTING ENGINEERS (631)286-8668 • FAX(631)286-6314 Associates EUGENE F DALY,P.E.,P T.O.ETM, PRESIDENT and C.E.O. CHRISTOPHER F.DWYER RAYMOND G.DiBIASE,P.E.,P T.O.E TM,EXECUTIVE VICE PRESIDENT ROBERT A.STEELE,P.E. DANIEL P JEDLICKA,P.L.S.,VICE PRESIDENT JAMES L.DeKONING,P.E. STEVEN W EISENBERG,P.E. ANDREW B.SPEISER November 23, 2014 Town of Southold Building Department Town Hall Annex Building 53753 Route 25 Southold,New York 11971 Attn: Michael J. Verity, Chief Building Inspector Dear Mr. Verity: On behalf of our client Mr. & Mrs. Christopher Buckley of 2060 Gabriella Court in Mattituck, L.K. McLean Associates has prepared the enclosed building permit package for your office's review and subsequent approval. Our client is seeking a building permit from the Town of Southold Building Department relative to a two-story addition to their existing single family dwelling. Attached you will find the following documents for your review; • , Application for Building Permit • Consent to Inspection • REScheck Software Version 4.4.4 Compliance Certificate (2 copies) • Permit Drawings (Elevations, Sections, Floorplans, Site Plan) • Chapter 236—Stormwater Management Work Sheet Based upon the proposed floorplan, the existing sanitary can support the proposed addition. The proposed dwelling will contain four(4) bedrooms and three (3) bathrooms as per SCDHS Standards the same size sanitary system is acceptable. If you or your staff should have any questions please do not hesitate to contact our office directly. Very truly yours, Christopher F. CFD.cfd p Dwyer CC: Buckley Copy LKMA File Copy • Founded in 1950 • i i CONSENT TO INSPECTION Christopher & Katherine Buckley , the undersigned, do(es) hereby state: Owner(s)Name(s) That the undersigned (is) (are)the owner(s) of the premises in the Town of Southold, located at 2060 Gabriella Court Mattituck NY which is shown and designated on the Suffolk County Tax Map as District 1000, Section 108 , Block 04 , Lot 7 .47 That the undersigned (has) (have) filed, or cause to be filed, an application in the Southold Town Building Inspector's Office for the following: 2-story addition That the undersigned do(es) hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws; ordinances, rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es) so with the knowledge and understanding that.any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances, rules or regulations of the Town of Southold. Dated: �a-7 —1 / nature) Katherine Buckley _ l (Print Nam (Signature) Christopher Buckley (Print Name) SCDHS Ref# R10-97-0013 `s' 4 m 01 O 2622 � O� cf► t SURVEY OF LOT 1 'ELIJAHS LANE ESTATES, SECT. 3 FLED OCT.01886 FLE NO 988 20 <9 % AT MA TTI TUCK 9 TOWN OF SOU THOLD 52 \ SUFFOLK COUNTY, N. Y. 1000- 108-04-P/O 7.1 o. � - / j 25999 \°�2 Dec.• xr 4 1996 �1 J 5'ti• f� 5� 5 Mar. 14,1997 (foundation) e,�•-y v E May 13 1997(final) sv 51 �t O \"��"� �.P �.' t/� � � LM7�FPo.�%t',iKKf�7Y+iL�i-t'iSfiti✓it.`:;,," AYYRpV=LPCOI'6T1tUt7L'D iVO121L',o•ZJR ' ` A sPlc►Y r<Am Y NJLSt1 AP11 V Q o-'/ &Ai dw own y Q?Dh QeUlt:m w O!s 7,eul:c. yakr �Q 2�9 �• i'x POR M ud"16CWJn. End m f.•.•:r:.: , ° O ��8g1?p?UMg ' � fid'- t\s � R Oftk�e:f`u• Atbrq?.E.'hki— _ z .sass tssaveo-xM:arr�rsas O 96 G 8� e • 1�,Of NEW y AREA = 40,278 sq.ft. ` °, °":., ° u ANY ALTERATION AP ADDITION TO THS SLt4VEY LSA VAOLA7pN / am famMar with the STANDARDS FOR APPROVAL The locations of wells and cesspools •�•;, OF s£crAav 7209 OF rME n�sr YORx sTArE£D(AGTXJN LAr AND CONSTRUCTION OF SUBSURFACE SEWAGE shown hereon ore from field observations � o EXCEPT AS PER sECT,ev rno9 YSYeOlVISrON z.AC C£RTRXASJM4S DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES N.Y O. 496/8 HEREON AAE VALD FOR TMS' AM CcwEs ITEXfor�Y F and or from data obtained from others. • • � SAD NAP OR COPES BEAR ThE YPR£SSE.D SEAL of TW SURVEYOR sed w8 eb/de by the conditions set forth thereln and on the WHOSE SrWVA TUBE APPEARS�EREOK pemslt to construct. PECONIC 5U ADDI MWALLY ro COWL w1TN SAD LA TW rMW AL TSRED BY' (516) 765 - 50 MUST B£USED 8Y ANY AAO ALL SERVE-roMS U�1��/ �pvY P. O. BOX 909 OF ANOTHER SURVEYOR'S MAP. rMis SIAd ELEVATVNS ARE REFERENCED 1230 TRAVELER STREET '9ROUGNT-rO-DA rE'ARE NOT M COWLUNCE MTM THE LA W. rO AN ASSUMED DA TUA4 SOUTHOLD, N.Y. 11971 96-317 1 RE check Software Version 4.4.4 Compliance Certificate Project Title: Buckley Residence Energy Code: 2010 New York Energy Conservation Location. Suffolk County, New York Construction Type: Single Family Project Type: • Addition Conditioned Floor Area: 0 U Heating Degree Days: 5750 Climate Zone: 4 Permit Date: Construction Site Owner/Agent: Designer/Contractor: 2060 Gabriella Court,Mattituck,NY Joseph M.Catropa,AIA 11952 L.K.McLean Associates,P C 437 South Country Road Brookhaven,NY 11719 631-286-8668 Compliance: Passes using UA trade-off Compliance 21.6%Better Than Code Maximum UA. 116 Your UA.91 The%Better or Worse Than Code Index reflects how Gose to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Cavity Cont. Glazing Assembly Area or R-Value R-Value or Door UA Perimeter U-Factor Ceiling 1 Flat Ceiling or Scissor Truss 468 38.0 0.0 14 Floor 1 All-Wood Joist/Truss:Over Unconditioned Space 307 38.0 0.0 8 Wall 1 Wood Frame, 16"o.c. 742 19.0 0.0 39 Window 1 Wood Frame:Double Pane with Low-E 80 0.300 24 SHGC 0.00 Door 1 Solid 20 0.300 6 Compliance Statement: The proposed building design described here is co nt with the building plans ecifications,and other calculations submitted with the permit application.The proposed building has been d Igned o meet he 2010 N Y Energy Conservation Construction Code requirements in REScheck Version 4 4 4 and to comply with the mand ory re irem a in check I pection Checklist. cPa 4.1 10 -31 Name-Title b,�L�t�� t Ignature Date ffi Project Title: Buckley Residence Report date* 10/30/14 Data filename: Untitled.rck �► _• Page 1 of 6 REScheck Software Version 4.4.4 Inspection Checklist 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 2010 New Plans Verified Field Verified York Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptioris: Energy 103.2 ;Construction drawings and ❑Complies ; [PRI]' ;documentation sufficiently ❑Does Not Comply ® :demonstrates energy code ❑Not Observable ; ;compliance for the building envelope. []Not Applicable 103.2, 'Construction drawings and ❑Complies 403.7 documentation sufficiently ❑Does Not Comply [PR3]' !demonstrates energy code []Not Observable ; ® :compliance for lighting and ❑Not Applicable ;mechanical systems.Systems serving multiple dwelling units must demonstrate compliance with the ;commercial code. 403.6 Heating and cooling equipment is ; Heating: ; Heating: ;❑Complies [PR2]2 sized per ACCA Manual S based on Btu/hr Btu/hr :❑Does Not Comply J loads per ACCA Manual J or other ; Cooling: Cooling. ❑Not Observable ; approved methods. Btu/hr Btu/hr :(:]Not Applicable ; ; Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title' Buckley Residence Report date. 10/30/14 Data filename: Untitled.rck Page 2 of 6 � l 2010 New York Foundation Inspection Complies? Comments/Assumptions Energy 303.2.1 Exposed foundation insulation :❑Complies [FO11]2 protection. :❑Does Not Comply ❑Not Observable ❑Not Applicable 403.8 Snow melt controls. ;❑Complies [FO12]2 ❑Does Not Comply U ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title. Buckley Residence Report date: 10/30/14 Data filename: Untitled.rck Page 3 of 6 i . 2010 New Plans Verified Field Verified York Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions Energy 402.44 ;Fenestration that is not site built is ❑Complies [FR20]' listed and labeled as meeting ❑Does Not Comply O �AAMA/WDMA/CSA 101/I.S.2/A440 or ❑Not Observable ; ;has infiltration rates per NFRC 400 ❑Not Applicable ;that do not exceed code limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish and ❑Does Not Comply J labeled to indicate&It;=2.0 cfm ❑Not Observable leakage at 75 Pa. ❑Not Applicable 403.2.1 ;Supply ducts in attics are insulated to R- R- ;❑Complies [FR12]' R-8.All other ducts in unconditioned R_ R_ ❑Does Not Comply Q spaces or outside the building ;❑Not Observable envelope are insulated to R-6.Not ❑Not Applicable applicable if all systems are ductless. 403.2.2 All joints and seams of air ducts,air ❑Complies [FR13]' :handlers,filter boxes,and building ❑Does Not Comply ® ;cavities used as return ducts are [-]Not Observable ' sealed. [-]Not Applicable 403.2.3 Building cavities are not used as ducts ❑Complies [FR15]3 ;or plenums. ❑Does Not Comply V [-]Not Observable ; 1[:]Not Applicable 403.3 HVAC piping conveying fluids above R- ; R- ;❑Complies [FR17]2 105 IF or chilled fluids below 55 OF :❑Does Not Comply BJ are insulated to R-3. ; ;❑Not Observable :[-]Not Applicable 4034 Circulating service hot water pipes are, R- R- ;❑Complies [FR18]1 insulated to R-2. ❑Does Not Comply; ;❑Not Observable ❑Not Applicable 403.5 Automatic or gravity dampers are ❑Complies R1 ' [F9]2 installed on all outdoor air intakes and ❑Does Not Comply l8J exhausts. ❑Not Observable ; [-]Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Buckley Residence Report date' 10/30/14 Data filename: Untitled.rck Page 4 of 6 2010 New York Insulation Inspection Complies? Comments/Assumptions Energy 3031 All installed insulation labeled or ;❑Complies [IN13]2 installed R-values provided. ❑Does Not Comply ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Buckley Residence Report date: 10/30/14 Data filename: Untitled.rck Page 5 of 6 2010 New Plans Verified Field Verified York Final Inspection Provisions Value Value Complies? Comments/Assumptions Energy 402.4.2, ;Building envelope tightness verified ACH 50= ACH 50= ;❑Complies 402.4.2.1 by blower door test result of<7 ACH: ;❑Does Not Comply [FI17]' :at 50 Pa.This requirement may ;❑Not Observable ® ;instead be met via visual inspection, ; ❑Not Applicable in which case verification may need to :occur during Insulation Inspection. 402.4.3 Wood-burning fireplaces have ❑Complies [Fl8]z Basketed doors and outdoor ❑Does Not Comply ,J combustion air ❑Not Observable ❑Not Applicable 403.2.2 ;Duct tightness via post-construction cfm cfm ;❑Complies [F14]' with maximum leakage of 8 cfm to ❑Does Not Comply ® ;outdoors,or 12 cfm across systems. ;❑Not Observable ' ;For rough-in tests,verification may ; :❑Not Applicable need to occur during Framing Inspection,with maximum leakage of 6 cfm across systems and 4 cfm without air handler ; 403.1 1 Programmable thermostats installedJ❑Complies [Fl9]2 on forced air furnaces. ❑Does Not Comply leJ ❑Not Observable ❑Not Applicable 4031.2 Heat pump thermostat installed on ❑Complies [F110]2 heat pumps. ❑Does Not Comply 4 [-]Not Observable ❑Not Applicable 4034 Circulating service hot water systems ❑Complies [F111]2 have automatic or accessible manual ❑Does Not Comply v controls. ❑Not Observable ❑Not Applicable 403.91 Readily accessible switch on heaters ❑Complies [FI12]3 for swimming pools. ❑Does Not Comply pj ❑Not Observable [-]Not Applicable 403.9.2 Timer switches on pool heaters and. ❑Complies [F119]3 pumps are present. ❑Does Not Comply ❑Not Observable ❑Not Applicable 403.9.3 Heated swimming pools have a cover ❑Complies [F120]3 Covers on pools heated over 90 OF ❑Does Not Comply u are insulated to R-12. ❑Not Observable ; ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies [F17]2 ❑Does Not Comply pj ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for mechanical ❑Complies [FI18]3 and water heating equipment have ❑Does Not Comply v been provided. ❑Not Observable v 1E]Not Applicable Additional Comments/Assumptions: 1 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Buckley Residence Report date. 10/30/14 Data filename: Untitled.rck Page 6.of 6 2010 New York Energy Conservation Construction Code Energy Efficiency Certificate Insulation Rating R-Value Wall 19.00 Floor 38.00 Ceiling I Roof 38.00 Ductwork(unconditioned spaces): Glass& Door Rating U-Factor SHGC Window 0.30 Door 0.30 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments: AM6 'L�,il ALL C,,'-�DES OF NEW Y01--iK STt,-;"L:' & TOWN CODES ST Y D D T N I PrP` 0 V AS REQUIRED A41�33 N9fffONSOF T W I ENT AT E!j ILD S'ni-,7 -1802 CA"", Fo - THE ft S,`t5 T 'M--' E B UCKLEY R ESIDENCNoE C' TV"O F% QU 51--D FOUNP)ATIC FOR POU --T F R N"!' G 1 C' PLUMBER CERTIFICATION RO 2060 G AUNIELLA C u" U R T M A T T I T U C K NY 11952 3, INSULATION ON LEAD CONTENT BEFORE TRUCTIC"I f',.WS 4. FINAL - CO'C!7 CERTIFICATE OF OCCUPANCY B�- CO�,��P-E-TE FOR C-�'- T THE ALL CONS"MUCTION �"`EE SOLDER USED IN WATER REQUIREMENTS OF THE CODE,�,OF NEW SUPPL Y SY8TEP.4 CANNOT At f Nsli-;Lc FOR YORK STATE NOT-F' EACEED 2110 OF 150' L E4 D. DESIGNI OR CONSIRIJCTION ERRORS. f7 CUpgGV OR Oc PLUMBING STE E IS UN.L &%P f AT E-R L V,' E AWFUL ALL PLUMBING WA' COVERING AT E TESTI EFO RTIFIC \rVITHOUT CE k Oj: OCCUPANCY 7 c I�-R RUNOFF jplt�Vir RETA, "T TO C-hPP-ER 236 CODE. .7 BUILDING DATA: PROJECT NAME: THE BUCKLEY RESIDENCE PROJECT ARCHITECT: L.K. McLEAN ASSOCIATES, P.C. APPLICABLE CODES: 2010 BUILDING CODES OF NEW YORK STATE BUILDING GROSS SQUARE FOOTAGE: FIRST FLOOR 936 SF (EXISTING) SECOND FLOOR 755 SE ADDRESS: 437 SOUTH COUNTRY ROAD ZONING CLASSIFICATION: R-40 (RESIDENTIAL) TOTAL 1 ,691 SF PROJECT LOCATION: 2060 GABRIELLA COURT BROOKHAVEN, NY 11719 PROJECT AREA SQUARE FOOTAGE: MUD ROOM — 161 SF MATTITUCK, NY 11952 SUFFOLK COUNTY TELEPHONE: 631 -286-8668 (PROPOSED) GARAGE 387.5 SF SECOND FLOOR 467.5 SE TOTAL 1 ,016 SF SCTM#, 1000-108-04-7.47 DRAWING INDEX : COVER T . ci PROPOSED SITE PLA � CC1 CODE COMPLIANCE CC2 CODE COMPLIANCE & DETAILS 0 F1 FOUNDATION PLAN PROJECT 411 LOCATION FIRST FLOOR PLAN A2 SECOND FLOOR PLAN 2S CEJJ A3 SECTIONS c-f A4 ELEVATIONS DATE BY DESCRIPTION APPROV. BY REVISIONS o' Ncwso�`' A, 2060 GABRIELLA COURT SOUTHOLD, SUFFOLK COUNTY, NEW YORK BUCKLEY RESIDENCE A :1 0., E 25 COVER O 44o "14 m L. K. McLEAN ASSOCIATES, P.C. LOCATION MAP comm'w; MCIMMM 4V MM COMW M, SWMAVM NEW YORK 11719 0 0 o N.T.S. • DRAWING Desi W. JMC,CFD scale: AS NOTED 0 LO r- , r I Drawn W. MF Date: NOVEMBER 2014 0 > 0 zFile No.: 14075.000 Approved w. RGD a- . < ' . { t r, µ s. , I i Ii ;yy �t u r t • Y s 6 •i \ i-. .E A.. , 10, „ t, m LL :. r , t in }n p \ , ALr , 10, VW Up 100, e 'S _ v t. rti 1 I �� 1 r v. , : S 3 it i r s • , s� u. „ 4 r a , _ , • ZONING SETBACK LINE , 4 y' •meg EX. `%'O STORY HOUSE , s_ CONTRACTOR TO REMOVE PROPERTY LINE AS FENCE ASS REQUIRED PER SURVEY FROM FDR THE CONSTRUCTION PECONIC SURVEYORS, Y THE TWO STORY P.C. ADDITIONS M PROPOSED TWO STORY ADDITION170 ` Oo,, EXISTING FENCE GATE 5 _M� / TO BE RELOCATED _ ' PROPOSED NEW }; LOCATION FOR FENCE GATE ,, k5” 71 • ��. F r a m. ONTRACTOR ,p SHALL RELOCATE FENCE TO MEET / 0-e THE PROPOSED ADDITION. , - d • d .':mss' ..._ •. ,... .: it., z x EXi`STING TREE BE REMOVED. TO .. -� 0010, 1 , e.: _ t' , y� • REVISIONS • . i II IIII �� I 060 GABRIELLA COURT SOUTHOLD, SUFFOLK COUNTY, NEW YORK BUCKLEY RESIDENCE PROPOSED L. K. McLEAN ASSOCIATES., P.C. COML &V SWN =01M FS, MWAVIK WW YORK 11719 • • j • • �..� is WIL , Date: NOVEMBER • .. • _.• 1File No.: 14075.000 TABLE 2304.6 TABLE 2304.7(5) CONNECTION FASTEV.Nem LOCATION MINIMUM THICKNESS OF WALL SHEATHING ALLOWABLE LOAD(PSF)FOR WOOD STRUCTURAL PANEL ROOF SHEATHING CONTI`NIJOUS OVER SHEATHING TYPE MINIMUM THICKNESS MAXIMUM WALL STUD SPACING TWO OR MORE SPANS AND STRENGTH AXIS PARALLEL TO SUPPORTS 17. Ccilingjciisis.laps over partitions 3- 10d common(341,'x 0.162-)minimum, Wood boards I/R inch 24 inches on center (PlywoDd StrUctUral P31101S Aro FWD-Ply,FN#-Lrpr Unlass Olft"se Not " (see Section LM.10.4.1,Table 2308,1 OA.I TaMc2_1fYR.I0AJ faces nail LOAD AT MAXIMUM SPAN(psf) 4-3'x 0.13 1'nai Is Fiberboard 11.inch 16 inches on center PANEL GRADE THICKNESS prich) MA"JIUM SPAN(kXheS) uve Total 4-3' 14 gag,- staples Wood structural panel In accordance with Tables 2308.9.3(2)and 2308.9.3(3) 18- Ceiling joivvts to parallel rafters 3- 16d common(3'1-,'x 0.162 )minimum, NI-S"Exterior Glue-and NI-2 .1116, 24, 20 30 (see Section L108.10AI-1,Table 23()1-113.4.[) Table 230[1.101_-1.1 faces nail In accordance with Table-,2306.4.3 and 2308.9.3(4) 4-3'x 0.13 1'nM1l_,z .Exterior Glue"particleboard 1'fl-12 24 35c 45c 4-3' 14 gage staples Gypsum sheathing 11,inch 16 inches on center Structural I slicadiiig 11, 24 4� Sot 19- Rafter to plale 3-8d on m mo n(21,'x 0.13 1 Gypsum wallboard 1A inch 24 inches on center "Vn,ala 24 70 80 (sce Sectiloo,2301.10.1,Table 23018.141, 1) 3-3'x 0.131°"nails toenail Reinforced cement mortar I inch 24 inches on center 3-Y 14 gage staples For SL I inch 25.4 mm. '14 24. (Y) 1010 2'0- 1'diagonal brace to each stud and plat,: 2-8d, cvimmon (211.'x 0.131'I "I 16 40 50 --;"x0.131"nails face.nail TABLE 2304.7(1) q 25 3-3" 14 gaze vaples ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING" 32 21. t'x 8'sht-athing to each bearing 3-8d common (21.12'x 04..I a 171 face nail MINIMUM NET THICKNESS(inches)OF LUMBER PLACED Sheathing,other grades 112 24 25 30 Sheathing., covered in I)IC PS I or EgIn 24 4(Y I-W 2 2. Wider than I'x 9"sbemthing to each blaring 3-8d common (2'1,,'x 0.13 1 face nail Perpendicular to supports Dlagonally to supports DOC PS 2 SPAN(inches) Surfaced drys unseasoned Surfaced dry` Surfaced unseasoned 51 24 45c 55c L1_ Built-up corriff studs I 6d common (31J,"x 0.1627) 24'o.c. Y x 0.131"nails 16,0.c. Floors ,ala 24 1 t 1 05c _r 14 gage staples I r O.C. 243/4 25/32 1/4 2512 ror SI: I ie-h=25 . I fMNare fixit D.0479 k ft 24- Puili-tip,girder and bcar-m 20d common(4'x 0.19_17k 37'o.c. face nail at top and bottom stap-cred 16 5/, 1 518 1 1116 & cmformfing with this tattle shall Lv deemed to meet the&-vign criteria ofSection 2-104.7. 3'x 0.131'nail at 24'o.c. orl tippmitic��ides s 1116 b. Unif-min ln�der-octica Iimitafions'f,,ofsfw under live Ina,d plus dead land,V,,undff I ive kvtil only-E4es shall be blocked with lumberer rther apprcaNvd qW 3* 14 gagc sta life at 24'o.c. Roofs ofedtv"rfwts, 2 24 31" 2 c. For cm.pi site and fmr-ply plywood AMC 1.pan,1,to,%!shall be redwed by 15 prounds per squa-refcot �-2f)d common(41"x0.192') '/32 3-YxO.131"nails Fact nail at ends and at each splice 3-3- 14 gage staples For Sl: I inch=2.5.4 nim. L5- 2'planks 16d common(31/,-'x 0.16"1 at each bearing 2.) a. Instillation details shall confon-n to Sections 1-304,7.1 and 23043.2 for floor and roof sheathing,respL tively. TABLE 2304.9.1 b. Floor or roof sheathing conforming with this.table shall be deemed to meet the design criteria of Section 2304.7. FASTENING SCHEDULE 3- 1W cGrimvin(3"x 0.148-) c. Maximum 19-percent moisture content. CONNECTION FASTENING''m LCICATIGN 26- Collar tiff to rafter 4-3"-,41.131'nails fact nail 1. Just to sill or gird,:[ 3-8d common(2'1,,'x 0.13 1 4-3' 14 kite. staples TABLE 2304.7(2) 3-Yx 0.131"nails toenail 271- Imckrafter tollilp 3- tai common(3'x 0.14S'') SHEATHING LUMBER,MINIMUM GRADE REQUIREMENTS:BOARD GRADE 3-3' f gage staples 4-Y x 0.131"'nz'Is totnail SOLID FLOOR OR ROOF SHEATHING SPACED ROOF SHEATHING GRADING RULES 2. Bridging to joist 2-8d common(21T x 0.131') 4-Y 14 gage staples Utility Standard NLGA,WVLIB,WWPA 2-3'x0.131'naAs toenail each end 2- Ifit coamen(31/,'x 0.162") 4 common or utility 3 common or standard NrLGA,!'ITC 1,113,WWPA,NSLB or NEUIA 2-r 14 gage staples 3-3'"'x 0.131'nails' face nail 3. 1"y6"subficer or less to each joist 2-8d common(211,'x{).131"} face nail 3-3' 14 gag,-staples No.3 No.2 SPIB 28- Roofraiftni-to 2-by ridge beam 2- 16d cmn men(3t/;'x 0.162" Merchantable Construction common RIS 4. Wider fhm I'x 6'subflaor to each joist 3-8d common 02'12'x 0.131') face nail 3-3'x 0.131'rutik toenail J-3' 14 gage staples; 5- 2'sub lc-tar t,-ij'tI-trtorgiTdzr 2- 16d comTwn(3'L,'x 0.162") blind and face,nail TABLE 2304.7(3) 2-16d common (3'/,o x 0).162"! ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING 6- Sole plait tojoist or btacking 16d(3117'x 0 .135-)at 16'o.c. 3-3'x 0.131`"nails face,rilit AND SfNGLE-FLOOR GRADES CONTINUOUS OVER TWO OR MORE SPANS WITH 3"x 0.131'mails at 8- o-c. typical face nail 3-3` 14 gagc staples STRENGTH AXIS PERPENDICULAR TO SUPPORTS" 3' 14 gage staples at,12'o.c, 29. Joisttohancfjoist -1- 16-1 coin mvn(311,"x 01.162"} SHEATHING GRADES ROOFr' FLOOR" Serle plat-tojoist m blocking at bracccd 3N- 16d(31/2"x 0.13 ")at I U 4-3'x 0.133'rails face na;! Maximum span(inches) Lo,3&(psf) Wall panel 4-3'x0.131'nails at IV braced wall panels 4-Y 14 gage staples Panel span rating Panel thickness Maximum span 4-3'14 gage staples per 16' roofffloor span (inches) With edge suppore Without edge support Total load Live load (inches) 7. Top plate to stud "-16d common(31�,'x 0.162") CONNECTION FASTENING',m LOCATION 12(0 51 12 12 40 30 0 3-3'x 01.131'rails end nail 30. LcJgcT strip 3- 1,6d common(3'k,'x 0.1 62') 5/ 3/ 16 16 40 30 0 3.-3' 14-gage staples 4-3'x 0-13 1'nails fact nail 1&0 1 t�_ 9 8. Stud to sole plate 4-8J common Q%,'x 0.133") 4-3' 14 gage suplcs 2R,'O 511r 31s 20 20 40 30 0 4-3'x06.131"nails treenail 31. Wmxl snctural panels and particle and less ,l 2410 - 0 3-3'14 gage staples SubrD:v,roof and wall sheathing(in framing) 2119':,0.113''naiP 24 2W 40 30 2-16d wrlimim(3'1,,'x 0.1 2 } 1 -'14 " ' 16 Low e°' 11. 24 24 50 40 16 3-3'xO.131'nails end nail `L,-to'14" "or tad" 3-3' 14 gage staples 2 r.J 113 nXill P 321][6 L/,,5!s 32 28 40 30 1611 - 9. aouble studs 16d(3i,12x 0.135")aA 24"'o.c. 2'16 gaget' 4 W2 0 19/1�.54,i4t�14 40 32 .40 30 20"' 3'x 0.13 1'nail at 8'o-c. face nail iah,to I-" SLY 41+1''4 /'11I 11 .7tIs 48 36 45 3-5 24 3" 14 gaze staple at 8'o.c. Single)~lour(cGinbina-inn sub floor-ur,Irilaymcnt I 11i'to 1 liY' 1(Idd or R', " I 5413'. 7/F. 1 54 40 45 35 32 10. Double top plates l6d(3112ff x 0.135')net 16'c).c. to framing) 14'and less (I& 3"x 0.131"nail at 12' o.c. typical ft nail '/"""ff n 60,132 71,, 1 11, (4) 1 48 45 35 32 3' 14 gage staple st 12'oc, I I&'to 1 11,3d'or SINGLE FLOOR GRADES F.3017C FLOORI rNnuble top plain 8-1 6d common('qtly''.x 0.162') 32. Panel siding,(to framing) '17'or less &At 121-3" X 0).131"nails lap splice &Jf Panel tbickness Maximum span(inches) Load'(psf) klaximurn span _122 -3"14 grtgr staples 33. Fiberboard sbrathingF a1>" No. I I rk!rt roofin-nail( Panel span rating (inches) With edge suppore Without edge support Total load Uvo load (inches) cl H. Blocking lict-weenjoists,or rafters to top plate 3-8d common(211,':x 0.13 1 (A com-,,vn nail(2'x 0.113"') 16 O.C. 1/1 518 24 24 50 40 1619 3-3'x 0-131'nails toenail No. 116gagcstapic' 3-3' 14 r,-c , std les 1';a. I I gage voof-int,mailb 20 o.c. t=1/i„ 51s,-,14 32 32 40 30 20ki 12. Rim G2 8d(2'A"x 0.3 3 1')at 6"o.c. FJ comimm nail(2;%�,-X 0.1.-11") 214 o.c. 231,,,314 419 36 35 25 24 t to top plate 3'x 0.131-nail at 6'o.c. toenail No- 16 gage ata 'c' 3' 14 gage sea.le at 6'o.c. 32 o�c. 71�, 1 48 40 50 40 32 2- 16d common(3 /,' x 0.162 ) 34. Interior pancting 314*v 441 13. Top plaits,taps and micrsecticms Yso 6d" 48 o,c- I Iv, 60 48 1 50 1 40 1 48 3-3'x 0.131'nails face nai I For SL I it =25.4 men. 3-Y 14 ga-c staples Far Sl: I inch 25.4 mm, I Ivund per square foot_-0.(97')kNlm4. a. Common or box Ws are peurtittcd to Ke usM ncept wbtm cd!rrwic st2ted. 2. Applies to panels 24 inches or%vider. 14,, Continuous head-r,two pieces 16d common (31�,"x 0.162 ) 16'o.c..along edge b. N ads spaood at 6 inctes an center at adgeF�12 is,,,ches at inti-nrik-6ate 6 inches a,supports,vtcv-irkins ars 49 inches or more.For nailing ofwoM b, Factor and sheathing conformin r, Caulr, t, g with this table shall he deemed to rneet the design criteria of _11(4-7. structural panel and pa6cleboard di 3p ms hin anal shv= i s,rcf,�r I ci,St%�ti m 2305.N d ,Asf ei wale she a,hi n p are pzwtitto-o-ki tv common,boo Of easing c, Uniform load dcflec6rm limirnfions'l,,ref span under live load plus dead load,V,v;unjer liveload only. 15. C el I I n p joists to plate 3-8d common(2712'x 0.131"7 c.Caste ordeformem!dmlk(6d-r X 0.1 13',,M-2'1,'°x{).131'. 10d-3'x a141,). d. Pinel e&2e%shall have aprroved longue-and-paces arshall be%upponedwiih b1cwking unless'/,-inch minimum thickness underlayment or 1 11,inches of 5-3'xO.131'nails tricrutil d.Common(6d-'2"x 0.11Y.8d-21/,"x O�131'" 100-3'"X 0.l4n. approve�cellular or lightweipht conercie.is placed over the subf1mir,or finish floor is-'14-inch w(xA strip.Allowable uniform load based on deflection of late of 5-3' 14 gage staples e, N-fiortax'shrank(6d-2x 0.113';Sid-2'1,'x 10d-3'xf),I4M'). span is 100 pounds per squ:tre fckit except the span rLting of 4S inches on center is Insed on total load of 65 pt-Kinds per square fkwt, 16. continuou.9 header to stud 4-8d common(2'/,,'x 0.13 1 toenail I. Corrosion-resistant sid in-( -]',V x O�I 6d W,14J-'"It'x 0.12&')or ca-;rg(6d-2"x 0.ff.r.Rd-i'1,"x O.1 IY)nail. c, At[owahloe load ai max irnu ni span. I C, 's ar g. FaNvrr.rssrt3cvd3inctrsmcrntfrace,,xtlrinr ig� ld6ifldntionwatcTal sITitinn-.SparJrg.sMfl be6imbe's f. Tonvx-and-grmwe ed�cs.panel edge clips(one midway between each 5upp,.)r1,excq1 two equally spaced between supports 48 inches on center).lumberblkx�k- I C, on cente-ron the ed-c-,z-Ad 12 ioclt s on center at inter m-odialie". pports for nonshwtural applicafions. b. )V,-inch L-ruith shcath;rn and [If,-inch length for L",/,Anch shenthing For Y-inch pa,nel,maximum span shall be 24 inches. n - - L- i. Corrosion-rcsislant staples with oarn nal T1 ire:Ii mcvwn and t length L�T'1,-inch sheatlukp,ard I '/,-:inch lnpth fere-''t',,7jnrh sh,21-ibiTm Rim!su II-xl-s at h. Span is pe rmi acd, to be 24 inches on center where'[',,-inch wcw)d strip fl(x)rin-is i nk[311cd at right angles to joi qI_ i- Span is permitted to be,24 inches on center for floors,when I'A inches of cellular or lightweight concmt�is 2pplied aver the panels- TABLE 2308.9.3(2) 16 inches(20 inches if strungth axis in the Ions die clfiixi J the pifAi ,unl,--.ss&hrwi sc mark-41. EXPOSED PLYWOOD PANEL SIDING j. Casing(VJz'x 0.0807k ix fimish f l'1:, ,x 0.072")nails spared 6 inctics on pancled-es, 12 incbn at internicyliatz supfv'ris. ed- its, SPACING k. Pan L4 supports a t 24 i rK U,s.Ca s ir ng Dr E o"s h n a its spa:c d 6 Ji r v 1,2 s or.,pneI ed p es, 12 i r,':K-s at i r I C,,Tmed i ate S Lrfxffu (Inches) 1. For irmi'shrathing arVicabons,8d nails(211.:'`:G.113"")are,the minururni mquitrLA fcf%Tyx)d structural pariels. MNIMUM THICKNESS" Pilirwood el"appiled directly rri.Smplens shall haste:a minimum crckyn width oC,,',,it MINMUM NUMB ER OF PLIES lo studs or over sheathing a. F kw m--t f sh eath i n p a ppi i cafi m s,fum-ner s space,14 i r<Ik---s on aeric r at wives,8 its hes s t in I crmediate 5 L-Pports, edges,8ir,cbesat sheathire Q) lie 3 16k diate suppoitt;for roof t1T0 _T 4 24 p. inches al iowrnecf at suM,-vs. E 0 a- Thic.1nessafgromed panels is memared at 1vtIorn afgromvs. b Spins are perinitioO in he 2-1 inches iffAy%%W siding applied with fare grain perfxvdiculartGstuds ctrmvrcwof`th2 fAlowing:(M-inch board sheathing.(1)T1, (D -its rte VXWA structural Panel,Sheathing cr(3)Y,-irA-,h woM structural paned,sheathing with stmnpth axis(which is thle limp direction arft fret untessothemise, 0 DATE BY DESCRIPTION APPROV. BY REVISIONS TA13LE 230'8.9.313) 2060 GABRIELLA COURT WOOD STIRUCTURAL PANEL WALL SHEATHING_b SOUTHOLD, SUFFOLK COUNTY, NEW YORK (Not Expos to!tae Weather,Stmngth Axis Parallel or PerWdlctfiar to Studs EXCOpt as Incllcatl?1 BOIDIN) STUD SPACING(Inches) BUCKLEY RESIDENCE M"MU1iATHfCKffE5S ut (Tract[) PANEL SPANS PAN RATING Siding nafted to studs S1t*. zthIng paranel to Ouds Sheathing perpendlWar to studs E 'E-D 12n,, 1&0,20,01) 1GHA -4 C 0 D E COMPLIANCE /16 Wal 1-16*0-c. 16 16 'v r 1U0,2(1'0,10,3 2116 Wall-24'o.c. 24 16 24 7 L. K. McLEAN ASSOCIATES, P.C. M CONSULTING ENGINEERS 437 SOUTH COUNM I/ RD.* BROOKHAVEN, HEIN YORK 11719 0 10 - 2410,24,(16,32116 jr 0 o " m, 1/2 24 24, 24 DRAWING - Cg - I�/,, Designed By: JMC,CFD scale: AS NOTED For SL I inch 2-9.4 mm, in 0 a. I'qywoad shell cmsi,;t of four or mmo plim, Drawn By: MF me: NOVEMBER 20114 > b. Illocking of horin-Ew joints SMI not be required except as specified in Sections 73064 and 2-08.12.4. CC1 0 Approved By: RGD File No.: 14075.000 DOUBLE TOP PLATE FASTENING SCHEDULE B ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW OPENINGS Use every other nail hole (IN ACCORDANCE WITH THE WOOD FRAME in a row to provide the CONSTRUCTION MANUAL-2001 EDITION) code—required minimum SIMPSON PHD2 HOEDOWN center—to—center ROUGH OPENING 40 spacing for nails FRAMING A B C D E F 0 MIN (14) 10—D NAILS EA. 0 2'-10" 2 (1)2X4 1 1 1 1 a'-Io" 4 (1)2X4 2 2 2 2 LSIMPSON H2A AT EVERY RAFTER � 5/8"0 THREADED ROD 36"-42" 0 LENGTH 6'-10" 6 (2)2X42X6 3 3 3 3 WHERE STUD AND RAFTER ALIGN 81-101, 8 (2)2X4 (1)2x6 3 3 3 3 SIMPSON STRONG—TIE l0'-0" 10 (2)2x6 4 4 4 4 LSTA24's AT EACH HEADER TO JACK CS COILED STRAP 12'-0" 12 (2)2x6 5 4 s a STUD LOCATION SIMPSON CNW COUPLER NUT H2A AT EACH CRIPPLE STUD TO TOP PLATE 5/8"0 ANCHOR BOLT OR H8's AT EACH CRIPPLE STUD TO ti o ADHESIVE ANCHOR Provide minimum 1" HEADER LOCATION end distance SEE NOTE 2 BELOW 0 Equal number of specified nails C in each end A 2x ® 16" O.C. STUD WALL E SP1 (OPTIONAL SPH) AT EVERY 0 UPLIFT STUD B CONNECTORS REQ I ED 2—A SECOND FLOOR ATTACHMENT 2—B SECOND FLOOR ATTACHMENT F CC3 N.T.S. CC3 N.T.S. NOTE: WALL STUD A NUMBER OF Sd NAILS ® EA END OF STRAPPING 1. ANCHOR BOLTS NOT SHOWN — USE 1/2"x 6 TITEN HD & BP1/2-3 " B. NUMBER OF SILL STUDS (ON FLAT)(DOES NOT APPLY TO DOORS) 24 O.C. SIMPSON PHD2 HOLDOWN C. NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER 2. IF HEADER TOUCHES TOP PLATES USE MTS16 AT EACH RAFTER TO GALV. METAL D. NUMBER OF 16d NAILS. END NAILED THROUGH ADJACENT KING STUD TO END OF HEADER CONNECTION A SE E. NUMBER OFHEADER 0 EJACKIDSTUDS O EA. END OF HEADERS 3. USE CS16 COIL STRAP AT EACH STUD TO STUD CONNECTION (I.E. 0 STRAP ® 16" O.0 F. NUMBER OF 16d NAILS END NAILED THROUGH ADJACENT JACK STUDS TO END OF 0 •• •• MODEL "CS20' SILL(S) ® EA. SIDE (DOES NOT APPLU TO DOORS) GABLE WALL) 0 5/8"0 THREADED ROD MIN (14) 10-D NAILS 3 TYPICAL FRAMING AND UPLIFT CONNECTIONS 0 RIM JOIST CC3 N.T.S. GALV. METAL PALET FASTENER SIMPSON CNW COUPLER NUT (MODEL # LPT4) 16" O.C. 5/8"0 ANCHOR BOLT OR MIN (8) 10—D NAILS ADHESIVE ANCHOR RIDGE PLATFORM FRAMING ONLY •" DBL SILL PLATE 1—A FIRST FLOOR ATTACHMENT 1—B FIRST FLOOR ATTACHMENT ATTIC CC3 N.T.S. CC3 N.T.S. BLOCKING 2 BAYS BACK @ 4'-0" 3 O.C. z w SECOND FLOOR RAFTER 0 o WALL STUD NEW STUD 00 BLOCKING TOP 2 BAYS PLATES co BACK ° ° 4'-0" .0 ° EXISTING STUD O.C. O WALL STUD ® SILL PLATE FIRST FLOOR o ° O H2A WHERE STUDS AND SP1 HGA10 WALL EXTENSION AND 4—A RAFTERS ALIGN Al 4—C GABLE WALLS BLOCKING 2 BAYS BACK 4'-0" O.C. 5 BLOCKING ® ENDWALL CC31/2" 10-0' O U o WALL STUD ° O ° U o ° ° o° o ° N °0 0 °o 30 o m ® DATE BY DESCRIPTION APPROV. BY Do ° m m REVISIONS N SILL PLATE 2060 GABRIELLA COURT 3 SOUTHOLD, SUFFOLK COUNTY, NEW YORK 9Z�RW HERE STUDSAND SPH4 ECCLL/ECCLR BEAM COLUMN CAPS 4G LSTA18 RIDGE STRAP O EACHBUCKLEY RESIDENCE S DO NOT ALIGN RAFTER RIDGE 2x8 E 2aR0 I___ 16� /�D 0 2X112 CENTERS--_� =�� DETAILS & CODE C O M P I LA N C E N o m 4 TYPICAL UPLIFT CONNECTIONS s BLOCKING DETAIL - ,' L K McLEAN ASSOCIATES, P.C. �; ■ ■ CC3 N.T.S. CC3 N T.S. *X CONSULTING ENGINEERS 437 SOUTH COUNTRY RD, BROOKHAVEN, NEW YORK 11718 0 0 o r `: ,� r ; ,, Designed By: JMC,CFD Scale: AS NOTED DRAWING Ln 17 CN o . . .... Drown By: MF Date: NOVEMBER 2014 > CC2 o ;,, Approved By: RGD File No.: 14075.000 a- FOUNDATION NOTES: 1. SOIL BEARING CAPACITY USED FOR FOUNDATION DESIGN HAS BEEN ASSUMED 2,000 PSF. FOOTINGS MUST REST ON UNDISTURBED SOIL. NOTIFY ARCHITECT PRIOR TO PLACING FOOTINGS SO THAT THESE ASSUMPTIONS MAY BE VERIFIED. 2. SET FOOTINGS BOTTOM AT ELEVATION SHOWN THUS (-0'-0") ON FOUNDATION PLAN, DETAILS, EX. PROPOSED SECTIONS AND ELEVATIONS. WALL FOOTINGS, AND ISOLATED FOOTINGS ARE FLUSH TO TOP. SHOULD REMAIN ADDITION IT BE NECESSARY TO LOWER FOOTINGS, ELEVATIONS OF ADJACENT FOOTINGS SHALL BE ADJUSTED TO 19'-6" LIMIT STEPPING TO ONE VERTICAL TO TWO HORIZONTAL. POUR LOWEST FOOTING FIRST. 3. PIER AND WALL FOOTINGS SHALL BE 1'-0" THICK AND HAVE PROJECTION AT EACH SIDE OF WALL, 11'-6" 8'-0" MIN. 6" EXISTING CHIMNEY 4. REINFORCING MARKEID/NOTED CONT. (CONTINUOUS) SHALL BE LAPPED 24 BAR DIAMETERS AT SPLICES AND CORNERS AND HOOKED AT NON-CONTINUOUS ENDS. 3'-0" 3'-0" 8" 5. CONSTRUCTION JOINTS IN FOUNDATION WALLS SHALL BE NO MORE THAN 50'-0" APART AND NO - - - - - - - - - - - - - - - - - - - LESSTHAN 4'-0" FROM ANY PIER. VERIFY LOCATIONS WITH ARCHITECT. SECTIONS OF WALL SHALL -...._........-._.__., . .......__......._.._d.._.._.................... r...M.._,,, ,,..._.._.�....._.......�__....._�.....___.,,.., ..,.,_,. ._._.._.._..�__.__._..m... ..u.�, . ._........�.,.w.......,__.�.,......w ..,�._.,....-___.....�.,...T_.._._.�..a....___w.....__._........ ........ . .._...,.��..__..._.__._�.�._�.__...__..... .._..-,...��.,-.._ .., ...-w_ ... BE POURED ALTERNATELY. HORIZONTAL JOINTS WILL NOT BE PERMITTED. _._,o..._... ............. . . . .. 6. BACKFILLING AGAINST FOUNDATION WALLS IS TO BE DONE SIMULTANEOUSLY. - - ------- -- - -- - - -- -- - - - -- - 7. EXCEPT WHERE OTHERWISE NOTED, SLABS ON GRADE SHALL BE 4" THICK REINFORCED WITH 6.6 X EX. 30 GAL. HW; STEPPED I o 10.10 W.W.M.-LIMIT POURS TO 2,000 S.F., PLACE SLABS OVER COMPACTED POROUS FILL, SUB-BASE - EX. 4" WASTE LINE O HEATER FOOTING 0 AND 6 MIL. VAPOR (BARRIER AS SPECIFIED. 8. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,500 P.S.I. AFTER 28 DAYS. 1 '10 WATER 9. "KEYS" FOR WALLS, BEAMS AND SLABS MUST BE PROVIDED AS SHOWN IN SECTIONS AND DETAILS. WATER FILTER EX. 24"0 R408.1 VENTILIATION: I " 10. SUB GRADES ON GROUND BELOW DECK SHALL BE COMPOSED OF 6 INCHES. WELL COMPACTED CAPPED END FILTER POROUS FILL PLACED ON FIRM UNDISTURBED SOIL OR ON WELL COMPACTED FILL AFTER UNSUITABLE WELL EXTRUDED ALUMINUM BRICK VENTS of OVERBURDEN AND TOP SOIL HAS BEEN REMOVED. TANK 16- Y2"W. x 15- -Y4"H. MODEL 11. BULLDOZERS OR OTHER HEAVY EQUIPMENT SHALL NOT BE PERMITTED CLOSER THAN 8'-0" FROM EX1616 [.575 SF FREE AREA] ANY FOUNDATION WALL OR GRADE BEAM. MANUFACTURED BY SYLRO/SUNVET EX. OIL INDUSTRIES OR APPROVED EQUAL 12. NO FOOTINGS SHALL BE PLACE IN WATER OR ON FROZEN GROUND. ALL SOIL SURROUNDING AND I , BURNER � I UNDER ALL FOOTINGS SHALL BE PROTECTED FROM FREEZING AND FROST ACTION DURING THE TWO (2) REQUIRED, MIN. COURSE OF CONSTRUCTION - 13. KEEP FOUNDATION EXCAVATIONS FREE OF WATER AT ALL TIMES. REPLACE WEAKENED SOIL WITH LEAN f CONCRETE. USE LEAN CONCRETE FOR OVER EXCAVATION OF FOOTINGS, AS APPROVED BY ARCHITECT. FINSISHED UNFIINSISHED o 14. ALL FOUNDATION WALLS AND GRADE BEAMS SHALL BE BRACED DURING THE OPERATIONS OF EXISTING 20"x10" HVAC EXISTING CONCRETE BACKFILLING AND TAMPING. TRUNK LINE STEPS & FOUNDATION - - - - - WALL TO BE REMOVED r 15. BACKFILLING SHALL BE ACCOMPLISHED TO EQUAL HEIGHTS ON BOTH SIDES OF THE FOUNDATION TO N cn PREVENT MOVEMENT DUE TO THE UNBALANCED EARTH PRESSURE. WHERE EARTH IS ON ONE SIDE D ONLY, THE BACKFILLING AND COMPACTION SHALL NOT START UNTIL ADEQUATE BRACING IS PROVIDED e m FOR ALL FOUNDATION SUPPORT. 16. FOUNDATION WALLS SHALL BE TEMPORARILY BRACED UNTIL FRAMED SLABS AND SLABS OF GRADE I o� , r � BRACING THESE WALLS AGAINST EARTH PRESSURE, WIND AND OTHER FORCES, HAVE BEEN IN PLACE g EX. AIR 1 A MINIMUM OF SEVEN DAYS. 17. BEARING CAPACITY FOR THE UNDISTURBED SOIL SHALL BE VERIFIED AT THE TIME OF CONSTRUCTION. HANDLER IF REQUIRED BEARING CAPACITY IS NOT ACHIEVED, UNSTABLE MATERIAL SHALL BE REMOVED AND COMPACTED FILL SHALL BE USED. THE COMPACTED FILL SHALL BE WELL GRADED GRANULAR MATERIAL AND SHALL._ BE PLACED IN 12" LIFT AND COMPACTED TO ITS 95% OF MAXIMUM DRY ; , DENSITY DETERMINED ON THE BASIS OF ASTM METHOD D-1557 18. ALL FOOTING REINFORCEMENT TO HAVE STANDARD HOOKS AT ENDS. 19. MIN. CONC. COVER FOR REINFORCING SHALL BE 1-1/4" FRP SLABS. 1-1/2" FOR BEAMS AND 1 - - - - - - - - FOR WALLS. ALL CONCRETE EXPOSED TO WEATHER OR EARTH FILL SHALL HAVE MIN. CONC. COVER a ( STEPPED ANCHOR BOLTS FOOTING �" 0 ® MAX 24" O.C. OF 2". FOR BIGGER BARS LARGER THAN #5 OR 1-1/2 OR #5 BARS OR SMALLER. FOR ALL 4 _ s ; R408.4 ACCESS: CONCRETE PLACED AGAINST EARTH, MIN. CONCRETE COVER SHALL BE 3" I i r PROVIDE THRU-WALL ACCESS TO 8 MIN EMBEDDMENT I I o 20. ALL REINFORCING SHALL BE SECURELY HELD IN PLACE WHILE PLACING CONCRETE. IF REQUIRED, - x i n ' CRAWL SPACE 3"x3"x Y4" PLATE WASHER ADDITIONAL BARS OR STIRRUPS SHALL BE PROVIDED BY THE CONTRACTOR TO FURNISH SUPPORT TO RELOCATE EXISTING FILL j 16" X 24" MIN. 6"-12" FROM END OF PLATES ALL BARS. o LOCATION TO BE COORDINATED IN MIN 2 PER PLATE 21. THE CONTRACTOR SHALL BE RESPONSIBLE TO ADEQUATELY PROTECT ALL EXCAVATION SLOPES. AND VENT. FIELD BY OWNER/CONTRACTOR (TYP') 22. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE ADEQUATE DESIGN AND CONSTRUCTION s D I PRIOR TO POUR OF CONCRETE OF ALL FORMS. D '•- FOUNDATION WALL 23. ALUMINUM SHALL NOT BE PERMITTED EMBEDDED IN OR IN CONTACT WITH CONCRETE. I 24. EMBEDDED PIPES OR CONDUIT SHALL NOT EXCEED 1 /3 SLAB THICKNESS, AND SHALL NOT OCCUR I o CLOSER THAN 3 DIAMETERS APART. I N �- CONCRETE NOTES: 1. ALL WORK SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE, LATEST EDITION, AS AMENDED BY ALL FEDERAL AND LOCAL AUTHORITIES HAVING JURISDICTION OF THE WORK. 4" CONCRETE SLAB ON GRADE 2. ALL CONCRETE WORK SHALL CONFORM TO APPLICABLE REQUIREMENTS OF ACI STANDARD 301 TITLED WITH 6X6 W2.OXW2.0 W.W. I SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. EXISTING 150A FABRIC & 6MIL. POLYETHYLENE SINGLE ELECTRIC UP a r- VAPOR BARRIER 3. ALL CONCRETE WORK SHALL CONFORM TO THE LATEST ACI 318 "BUILDING CODE REQUIREMENTS FOR SERVICE PANEL STRUCTURAL CONCRETE I (TYP) 4. CONCRETE SHALL BE STONE CONCRETE. CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE E STRENGTH OF 3,500 PSI AT 28 DAYS FOR FOUNDATION; 4,000 PSI WITH A MINIMUM OF 4% AIR ENTRAINMENT FOR ALL OTHER CONCRETE. (INCLUDING SLAB ON GRADE). 2"OFFSET 5. REINFORCEMENT SHALL BE DEFORMED INTERMEDIATE GRADE NEW BILLET STEEL CONFORMING TO ASTM I , GRADE 60. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. DESIGNATION A-615,. � . . ._ a . ... � ....� .�...... ..�.,,. .,,,.._..,......v . .... I WELDED WIRE FABRIC TO BE 6x6 W4.Ox4.0 IN CONCRETE SLAB ON GROUND UNLESS OTHERWISE NOTED. ; ._.,.._.. M._...,. ... ._...... ...........,. ....... ..m ..,.,.,,...._ _., _ .__. ....._.. ..._..._... . . ..,,,,._„ ,w.. ... 6. FOLLOW ACI RULES AS TO TIES, ANCHORAGE, SPLICES, CONCRETE COVERAGE AND - - - _..._._. __. _. ... ..,. ___. ____ _ _.._._ - STEPPED CONTINUOUS 8 POURED CONC. REINFORCEMENT SUPPORTS. _ I I FOOTING WALLS (3,500 PSI) W/ CONTINUOUS 7. REINFORCEMENT MARKED "CONTINUOUS" (CONT.) SHALL BE LAPPED 36 BAR DIAMETERS AT SPLICES AND CORNERS, AND HOOKED AT NON-CONTINUOUS ENDS OR EXTENDED 36 BAR DIAMETERS 20" x 12" POURED CONCRETE FOOTING UNLESS OTHERWISE NOTED. k t o i (TYP.) $ $ F t i 4 3 $ I LO t - - - - - - - - - - - - - - - - - - J FOUNDATION PLAN SCALE: "= 1'-0" N 20'-0" 4" CONCRETE SLAB ON GRADE PRESSURE TREATED SILL PLATE 6"x6"-W2.OxW2.0 WWF SILL SEALER 6MIL. POLYETHYLENE VAPOR BARRIER 5/" DIA. ANCHOR BOLTS 8" UNDISTURBED/WELL COMPACTED SOIL (TYPICAL) c EMBEDDMENT ® 24" O.C. MAX. 2'-0" 0 1.5x o GRAD . �� "H" 2x"H" DATE BY DESCRIPTION APPROV. BY -77/7,/-,_7-/-, �i77,77��i��i��i , 8" CONCRETE FOUNDATION WALL ,r REVISIONS \--CLEAN _ 2060 GABRIELLA COURT DAMPPROOF FOUNDATION SANDS 2X4 KEY `!' ' ' _ SOUTHOLD, SUFFOLK COUNTY, NEW YORK ° TO GRADE 2x"H" "H"" o . BUCKLEY RESIDENCE TH �F ° o (2) #5 REBAR, CONTINUOUS 360" MINO. BELOWGRADE III-1111_( #5 ® 12" O.C. TYPICAL STEPPED FOOTING `�`-a°, 00 Ill ,C.H FOUNDATION PLAN Q) " SCALE: 1/2"=V-0" > UNDISTURBED SOIL o MIN. 2 TON BEARING 20f m TYPICAL 0 L. K. McLEAN ASSOCIATES, P.C. CONSULTING ENGINEERS 437 SMM COURM RD, BRoOKNAVEN" NEW lroinc 11718 TYPICAL FOUNDATION WALL ,wxa°r�. �9a �� , Designed By: JMC,CFD Scale: AS NOTED DRAWING Ln SCALE: 1/2"=1'-0" t R 0 `- = Drown ey: MF Date. NOVEMBER 2014 F1 z0 / ApprovedBy: RGD File No.: 14075.000 GENERAL NOTES: 1 . ALL WORK TO BE DONE IN ACCORDANCE WITH ALL APPLICABLE LOCAL AND STATE CODES 2. ALTHOUGH THESE PLANS ARE DRAWN TO SCALE, NO DIMENSIONS SHALL BE SCALED. 3. NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM THE EXECUTION OF THE WORK IN ACCORDANCE WITH ALL STATE EX. TO PROPOSED AND/OR LOCAL CODES. SHOULD ANYTHING BE OMITTED FROM THE DRAWINGS, NECESSARY REMAIN ADDITION TO THE PROPER CONSTRUCTION OF THE WORK, HEREIN DESCRIBED, IT SHALL BE THE DUTY 11'-6" 8' OF THE CONTRACTOR TO NOTIFY THE ARCHITECT/ENGINEER. 3'-3" 4. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD. ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT/ENGINEER BEFORE PROCEEDING 4' 3'-6" 5.5" (TYP.) 5. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST ARCHITECTURAL, 1'-6" MECHANICALAND ELECTRICAL DRAWINGS BY THE GENERAL CONTRACTOR AND ANY _._....... . _. µ..... ..............w._....._.,........ ..�..__._.. __.....R. . .._..._.__.__ ._. . .. �.____ _.�� ... ___-_.__ .�... . _._..� ..._...,..w_._........._...... .., ._......�...........w_..... ....rv,.__._...._ _...ro.M. ...._�.. ._�.�. . .. .. ..M ARCHITECT IMMEDIATELY - _ ___... _ . .. DISCREPANCIES ARE TO BE REPORTED TO THE ARCH( _._..._..____._""._" 6. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY UNRELIEVED BY REVIEW OF SHOP DRAWINGS OR PERIODIC OBSERVATION OF CONSTRUCTION, FOR COMPLIANCE WITH THE �°$ CONTRACT DOCUMENTS, FOR FABRICATION PROCESSES AND CONSTRUCTION TECHNIQUES AND �� 0" I FOR SAFE CONDITIONS ON THE JOB SITE. EX. BATHROOM 7. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION [ ' IPROPOSED AND FOR SEQUENCES AND PROCEDURES TO BE USED. UTILITY 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY UTILITY LOCATIONS AS WELL AS OTHER : .m. :.. ::.:..... CHASE UTILITY LOCATIONS THAT MAY OR MAY NOT BE SHOWN. 9. ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR EX. BREAKFAST AREA EX. KITCHEN 18" AFTER COMPLETION BY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FORCHIMNEY 2 0 ENSURING THE GUARANTEE. 0 10. ALL MATERIALS SHALL BE NEW UNLESS OTHERWISE SHOWN. ALL WORKMANSHIP SHALL BE MUDROOM FIRST CLASS. EX. OFFICE 11. ANY DEFECTIVE WORK AND DAMAGE RESULTING THEREFROM SHALL BE REPAIRED AND/OR E REPLACED AS IREQUIRED AT NO COST TO THE OWNER BY THE CONTRACTOR. - I 12. ALL WORK IS TO BE PLUMB, LEVEL AND TRUE. 13. ALL WORK SHALL BE EXECUTED IN SUCH A MANNER AS TO PROTECT THE SAFETY OF 4A� WORKMENAND THE PUBLIC DURING CONSTRUCTION. ALL BARRIERS AND OTHERPRECAUTIONARY MEASURES SHALL BE ERECTED IN ACCORDANCE WITH THE AUTHORITIES I � 42"HAVING JURISDICTION OR AS REQUIRED FOR SAFETY DURING THE ENTIRE CONSTRUCTION „ , ' `�� ,"w N.._._._ _w�._, I UPOPERATION.14. THE CONTRACTOR SHALL USE ADEQUATE NUMBERS OF SKILLED WORKMEN WHO ARE � THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE w 00 COMPLETELY FAMILIAR WITH THE REQUIREMENTS AND METHODS NEEDED FOR PROPER `jI PERFORMANCE OF THE WORK NOTED ON THE PLANS. 69- 2 -62 _ 15. THE CONTRACTOR SHALL COORDINATE HIS ACTIVITIES WITH THE OWNER AND ARCHITECT/ENGINEER DURING CONSTRUCTION. 1 ..... . . .. .... . .. _....... ...R .._. ... _. ..._.....�..... .....___..__ ___w�...... _._.�_-, _. _.`.-; 2 2x12 GIRDER DEMOLITION NOTES: ( ( ) NEW CONSTRUCTION ' .. ... 42" - - I 3 i o 1 . THE CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS AS REQUIRED TO COMPLETE ! I , » 7PROPOSED o ___.__ . _._..__.>. 11 '-31 2 STAIR DEMOLITION AND REMOVAL OF ALL ITEMS AS SHOWN OR NOTED ON THE DRAWINGS. i � , f 2. THE CONTRACTOR SHALL FURNISH A SYSTEM OF TEMPORARY LIGHT AND POWER THROUGHOUT THE SPACE UNDER DEMOLITION'S REQUIRED TO PERFORM HIS WORK. 3. UPON COMPLETION OF DEMOLITION WORK, THE CONTRACTOR SHALL PROVIDE THAT ALL 42" AREAS BE LEFT BROOM CLEAN. . 4. ALL ITEMS NOT BEING REUSED OR RETURNED TO THE BUILDING SHALL BE REMOVED FOR 4 ! 42" THE PREMISES 5. THE CONTRACTOR SHALL REMOVE ALL WALL CONDUITS LEFT AFTER WALL DEMOLITION, ! EX. DINING AREA INCLUDING SWITCH BOXES, PLATES, BRIDGES, OR ANY OTHER TELEPHONE OR ELECTRICAL a w WIRING AND ECUIPMENT. _ oo EX. FAMILY ROOM EX. CL. N FRAMING NOTES: UNHEATED GARAGE rn 1 . ALL STRUCTURAL LUMBER TO BE GRADE STAMPED DOUGLAS FIR LARCH NO. 2 OR BETTER. SIZED AS INDICATED ON THE PLANS ; >._.._._.____ _ ___._ 19'-1/2" 2. PLYWOOD DECKING AND SHEATHING TO BE APA RATED EXTERIOR GRADE 1/2" (MIN THICKNESS) PLYWOOD © ROOF SHEATHING - /4" WALL SHEATHING � € N 3. ALL COMPONENTS SHALL BE ANCHORED AND CONTINUOUSLY CONNECTED FROM THE FOUNDATION TO THE ROOF TO PREVENT COLLAPSE OR PERMANENT LATERAL MOVEMENT UNDER WIND FORCES EX. CL. o 4. ALL FASTENERS AND CONNECTORS INCLUDING NAILS, BOLTS, STEEL WIND ANCHORS, ANDNOTE: LO TRUSS PLATES ARE TO BE HOT DIPPED GALVANIZED LPER SECTION R309, ALL 5. ALL RAFTERS SHALL BE ANCHORED TO FRAMED WALLS WITH "HURRICANE CLIPS" @ 16" ON ;: . GARAGE WALLS AND CENTER _.. .. ... ..° ....... ... ;.. .._. . CEILING TO RECEIVE MIN. THICK 'TYPE X 6. ANCHOR BOLTS SHALL BE 1 2" 0 © 4'-0" O.C., 12" MAX. FROM CORNERS W/ (2) 2x8 _ 42 - 42" / TREATED SILL (PLATES. GYPSUM WALLBOARD IN ACCORDANCE WITH S ELECTRICAL NOTES:; SECTION R805.1/R702.3. 1 . THE CONTRACTOR SHALL PROVIDE LABOR, MATERIALS, EQUIPMENT AND APPLIANCES, AND PERFORM ALL OPERATIONS FOR THE PROJECT. 2. THE INSTALLATION SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, ALL REQUIREMENTS PER AUTHORITY HAVING JURISDICTION. i 3. ALL ELECTRICAL EQUIPMENT SHALL BE U/L APPROVED. ' 8'x7' OVERHEAD DOOR 8'x7' OVERHEAD DOOR i 5'-6" 9' 5'-6" 20' FIRST FLOOR PLAN SCALE: "= 1'-0" 0 N 0 0 DATE BY DESCRIPTION APPROV. BY REVISIONS 2060 GABRIELLA COURT SOUTHOLD, SUFFOLK COUNTY, NEW YORK BUCKLEY RESIDENCE E allo � L��Mn�1�E C ,A, FIRST FLOOR PLAN ? 1 L. K. IUIcLEAIMI ASSOCIATES P.C. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD, BRO MVEN. NEM( YORK 11719 o :.. f'4' y� JMC CFD AS NOTED DRAWING N � �'� i?, q �.. �Q& Designed By: , Scale: o Ln ° 0 A / o / Drown By: MF pie; NOVEMBER 2014 A 1 z Approved By: RGD File No.: 14075.000 11'-6" 8' A 2'-9' '-in 3020 PROPOSED UTILITY CHASE TbN I T \0/ N EX. CHIMNEY. TO REMAIN i f�. t � OPTIONAL CLOSET / f3 ' N I MASTER BATHROOM op 51 EX. WALL TO) BE REMOVED a0 2 01 (OPTIONAL) 11'-o-» 3�„ 1 __...i _...__.___ __.._._._..... .._. EXISTING �66� 32 52' WALL TO BE �,-9„ t, REMOVED. i 0 10 @ N =. . NEW PARTITIONx WALL MATED , °' I °'-- SIN TIN � � °'- 100, TO EXISTINGOF X6'6, d o I 1�T11I�T/11I�1 - c� '04 F I ... .. .. ..__• w PROPOSED 4' T o HIGH WALL EXISTING o WALL & 00 DOOR TO BEEX. WALL TO HALLWAY REMOVED. BE REMOVED iL— 3' { MASTER BEDROOM " .• _.; ,._........ SIN ------- VAULTED CEILING ABOVE rn i LO E - I r CLOSET N 1 6'-7�„ i0l 19'-1 " 2 __...... _.._..._._._.--_.__- .___w LINE OF VAULTED CEILING 8 0 - N ' N E I I —I I I 52 52„ 11'-7" 52" i� I CD I °' I I CD I I 2050 3050 2050 .I� 3' 3' 3'-3" A 3'-9" 7K 12'-6" 3'-9" .14 o, 20' 01 c 0 a_ L_ 0 0 DATE BY DESCRIPTION APPROV. BY N REVISIONS SECOND FLOOR PLAN 2060 GABRIELLA COURT N SCALE: "= 1 '-0" SOUTHOLD, SUFFOLK COUNTY, NEW YORK U BUCKLEY RESIDENCE �= HAE '�� SECOND FLOOR PLAN N x. , 1 v U L. K. McLEAN ASSOCIATES, P.C. yT ct coNsuILnNo ENaNmts 4V sami COMM Ru, enooquva, NEW Y= 1171e o e" o Designed By: JMC,CFD scoie: AS NOTED DRAWING �., Ln N0 =:�-- Drown By: MF Dote: NOVEMBER 2014 A2 z j Approved By: RGD File No.: 14075.000 2x8RIDGECONTINUOUS RIDGE VENT 2x6 RAFTERS @ 16" O.C. DOUBLE 2X10 RIDGE 2x6 COLLAR TIES 0 32" O.C. 2x8 RAFTERS 0 16" O.C. 12 5/8" CDX PLYWOOD SHEATHING ATTIC VENTED 14 30# BUILDING FELT 25 YEAR ASPHALT SHINGLES 12 (TYP. FOR ALL ROOFS) nnnnnnnnnonnnnnnoL� 2x6 C.J. 0 R-38 INSULATION 2" CLEAR SPACE VENTCHANNEL 16" O.C. " GYP. WALL BOARDnn nnnnnonnnnnnnonnnnnnnn 2x6 VINYL COVERED R-22 INSULATION 2ND FLOOR CEILING DOUBLE 200 HEADER R-38 INSULATION ALIGN W. EXISTING R-19 INSULATION " GYP.. WALL / BOARD 2x6 DOUBLE 2x6 C.J. 0 16" O.C. TOP PLATE 2x4 DOUBLE TOP PLATE 2X6 C.J. 2x4 DOUBLE TOP PLATE 12" VENTED VINYL 16" O.C. SOFFIT (MATCH EXISTING) 2x4 INTERIOR WALL �� 2x4 INITERIOR WALL / / I / / o M.R. GYPSUM 2x6 EXTERIOR WALL 'BOARD WITH IN MASTER -100 BATHROOM R-19 INSULATION BEDROOM C.L. MASTER BATH 1/2" PLYWOOD SHEATHING 00 (MATCH EXISTING) 4" VINYL SIDING 2'-112" 8'-62" (MATCH EXISTING) R-19 INSULATION 2x4 BOTTOM PLATE #15 BLDG. PAPER 2x4 BOTTOM PLATE T&G CDX PLYWOOD 2X12 F.J. 0 2" CLEAR SPACE VENT (MATCH EXISTING) 12" O.C. 2x6 BOTTOM PLATE CHANNEL / / 2ND FLOOR F.F. 2x12" RIM BOARD ALIGN W/ EXISTING 2x6 VINYL COVERED 2x6 DOUBLE TOP PLATE 2x6 DOUBLE TOP PLATE 2x6 EXTERIOR WALL R-38 INSULATION " GYP. WALL FIRE BLOCKING AT 2x6 INTERIOR WALL L FIRE BLOCKING AT BOARD WITHIN MID—SPAN MID—SPAN GARAGE 12" VENTED VINYL SOFFIT (MATCH EXISTING) 16'-8" 12'-11" DOUBLE 2x12 HEADER ABOVE GARAGE DOORS moo GARAGE 0 MUDROOM `;' UNHEATED o R-19 INSULATION 2x10" RIM BOARD 2x6 BOTTOM PLATE 2x10" RIM BOARD 2x6 BOTTOM PLATE 2X10 F.J. 0 16" O.C. T&G CDX PLYWOOD 2x6 ACQ SILL PLATE W/ Z_ (MATCH EXISTING) TERMITE SHIELD & SILL 77 SEAL o' R-38 INSULATION VENTED CRAWL SPACE GRAD f— PITCH J"/FT MIN. a a a a a GRADE a II1_1IF I �—�� a . iii—i a . a COMPACTED SUBGRADE a BOTTOM OF FOOTING ELEVATION —3'-0" MIN. o TYPICAL SECTION SCALE: " = 1'-0" DATE BY DESCRIPTION APPROV. BY REVISIONS 2060 GABRIELLA COURT SOUTHOLD, SUFFOLK COUNTY, NEW YORK MEN a� BUCKLEY RESIDENCE Q) T7 Ecf) 00 �. ";, s° SECTIONS r7 ��%GHA ` 'y 41 m L. K. McLEAN ASSOCIATES P.C. 0 0 5" 'a F.�"+ COMSl1LnNC ENGINEERS 137 SOUTH MUM RD.. BROOq�AVEN, MEIN YORK 11719 �`` Designed By: JMC,CFD scale: AS NOTED DRAWING Ln Drawn ey: MF Dote: NOVEMBER 2014 O '� A3 z Approved W. RGD File No.: 14075.000 CONTINUOUS RIDGE VENT . ... 21 _._. 1 12 12 . 12 12 12 12 12 _ 12 _,.. . - CTN28 _ 05 3050 05 . . . ... ........ .. .. . . ___._� � � 2050 2050 12" O.H. (TYP.) � - 2 0 2 0 I 12 VINYL SIDING (1YP.) 12D 12 ------------- 3050 -7-: . Ll E L.J i __ .. - _....._.. . .. ..._..._. GRADE SLOPE GRADE SLOPE AWAY MINIMUM 5% 6" PER 10') WEST ELEVATION SCALE: �"= 1 '-0" SOUTH ELEVATION SCALE: "= 1'-0" 12 12 12 -._.------------__ 12 _ _. ...... . .._ ......__... 2 12 3020 _.. .. ._.._..._..��—i. ...______._.. . . . _ _ _. ..... .. . . . _._.. . . ..... _.. .. _... _ ......... _._... _... . . ......_0 .__ E I _....__..._ . .. i _ _ ... .. _...... _ .___ _... __ _.._.._ ... ..._._......_.._.. . ....__.._.. .. _ „~ - 3068 3068 _.. .. _ -;_-;"-_:. ._ NORTH ELEVATION EAST ELEVATION SCALE: 1 '-0" SCALE: J"= 1'-0" 0 a� DATE BY DESCRIPTION APPROV. BY W REVISIONS I 2060 GABRIELLA COURT NOTES: WINDOW SCHEDULE: SOUTHOLD, SUFFOLK COUNTY, NEW YORK 1. SEE SECTION FOR ADDITIONAL INFORMATION 3050 — ANDERSON MODEL# TW210410 BUCKLEY RESIDENCE 3020 — ANDERSON MODEL TW210210 2. ALL EXTERIOR TRIM (EAVES, RAKES, FRIEZE, CORNER, 3028 — ANDERSON MODEL# TW21032 E WINDOW, ETC.) TO BE VINYL. 2050 — ANDERSON MODEL# TW20410 ��.�� , ��`� � ,� E L EVAT I 0 N S N � � 9. 3. ASPHALT SHINGLES TO BE INSTALLED W/ MINIMUM (6) O Y m SIX NAILS PER SHINGLE (TYPICAL HIGH WIND DETAIL PER '. ;5 n L. K. McLEAN ASSOCIATES, P.C. MANUFACTURER). ,, ,^ CONSULTING acUM�S � SOUiH COON SY RD, BROOK u►va. �w YORK 11719 o ) Ate' ` s'>MD DRAINING N o Designed By: JMC,CFD Scale: AS NOTED o ea �T Ln Drown By:o M� y' MF Date: NOVEMBER 2014 = �a A4 0 j Approved W. R G D File No.: 14075.000 0 T N- T BUCKLEY RESTDENCE C- 2060 GABRIELLA COURT MATTITUCK , 1 1952 r 77 L9zn �3 BUILDING DATA: PROJECT NAME: THE BUCKLEY RESIDENCE PROJECT ARCHITECT: L.K. McLEAN ASSOCIATES, P.C. APPLICABLE CODES: 2010 BUILDING CODES OF NEW YORK STATE BUILDING GROSS SQUARE FOOTAGE: FIRST FLOOR — 936 SF (EXISTING) SECOND FLOOR — 755 SF ADDRESS: 437 SOUTH COUNTRY ROAD ZONIING CLASSIFICATION: R-40 (RESIDENTIAL) TOTAL 1 ,691 SF PROJECT LOCATION: 2060 GABRIELLA COURT BROOKHAVEN, NY 11719 PROJECT AREA SQUARE FOOTAGE: MUD ROOM — 161 SF MATTITUCK, NY 11952 (PROPOSED) GARAGE — 387.5 SF SUFFOLK COUNTY TELEPHONE: 631 -286-8668 SECOND FLOOR — 467.5 SF TOTAL 1 ,016 SF SCTM# 1000-108-04-7.47 DRAWING INDEX: COVER fi Cl PROPOSED SITE PLAN CC1 CODE COMPLIANCE ell CC2 CODE COMPLIANCE & DETAILS F1 FOUNDATION PLAN 'R3r. ��',:_, cr5,: PROJECT LOCATION Al FIRST FLOOR PLAN .a. n A2 SECOND FLOOR PLAN 25 P ' A3 SECTIONS A4 ELEVATIONS 0 )> mit p G�° t DATE BY DESCRIPTION APPROV. BY REVISIONS \V Ave, T r, :� ' 2060 GABRIELLA COURT SOUTHOLD, SUFFOLK COUNTY, NEW YORK / TOP 0s � '"'`' BUCKLEY RESIDENCE h e J yy1 �C)F N 5 �� N -�5 J. COVER O .,k L. K. MCLEAN ASSOCIATES, P.C. LOCATION MAP y„4nIM IMNMS 4V MM 0, rD�. � 11719 CS 0 cv o N.T.S. =y Designed By: JMC,CFD Scoie: AS NOTEDLn DRAWING _ r J oDrown Sr. MF Dote: NOVEMBER 2014 � ,. yy Ae T 4 .. P �. ,rte, " 9 c Y Al 0 e. 0, R , •y,Fe ,dY J. ot i M. �w '`' �N t' E a'fi, fl. � g F LAO ot aL ic •'bHY r•@, T We At P ;( 4 •44 F. . `' 'le" $ „,".; - - • Y 4. , ¢ . x ' {f s, ex / m °n M� � g .� l U ,a-,x, ...+W,,.. - n n rn w v w, ,knW,�iF,.W. ... yr .a..m,n« � 9 +a•..s- - 3r .>. .,tx ..a.v, w, ..J,. ,» . > ,.-,,., - .nau. �. -.i. .vJ. '^ VJ - > a n � V Q) Q o DATE BY DESCRIPTION APPROV. BY REVISIONS PROPOSED SITE PLAN 2060 GABRIELLA COURT SCALE: 1"=20' SOUTHOLD, SUFFOLK COUNTY, NEW YORK U BUCKLEY RESIDENCE Tm Q w 'A °v N , A � PROPOSED SITE PLAN fi. co L. K. McLEAN ASSOCIATES, P.C. No 00 �y`' �• .. _�� 11719 OONSUL7ING ENGINEERS 437 SOU1H COUNTRY RD.. �'t0010IAYEN, NEW RAVING 0 5 V? Designed By: JMC,CFD scale: AS NOTED NLp fj?Qr. z,r�,n,+ .fd� o Drawn W. MF Dote: NOVEMBER 2014 C 1 FApp;;;Approvedpy- RGD rile No.: 14075.00 TABLE 2304.6 TABLE 2304J(S) CONNI!CTION FASTENINGm LOCATION MINIMUM THICKNESS OF WALL SHEATHING ALLOWABLE LOAD(P'S F')FOR WOOD STRUCTURAL PANEL ROOF SHEATHING CONTIINUOU'S OV R E SHEATHING TYPE MINIMUM THICKNESS MAXIM UFA WALL STUD SPACING TWO OR MORE SPANS AND STRENGTH AVIS PARALLEL TO SUPPORTS 17. Ccifin-,jt:,Isjs.lap,. o,,,crpartitirA-Lr I- 16d corn mium f31/,'°x(J.162 )mininturn, (Pq- BG cyted Wood boards 5/7 inch 24 inches on center wDrA Structural partarsAraFtvo-Ply,Rvs-LzyerUnWssOttWM N )-b (see Section 230&194,1,Table 2_30S.10A.1) Table LIPS.I r1A.I face nail LOAD AT MA1101AUM SPAN WY x) 4- 0.13 1'r ails Fiberboard 11,inch 16 inches on center 4-37 l4gagc stawles PANEL GRADE THICKNESS(inch) MAXWLIM SPAN(Inches) Live Total Wood structural panel in accordance with Tables 2308.9.3(2)and 2308.9.3(3) 18. Ceilingiaists to parallel rafters 3- 161commum(3'12"x 4.1.162')minimum, M-S"Eixterior Glue"and M-2— 711A 24 20 30 (see Section 12313S.10A.11,Table 2308-1114.0 Tabtc 2-108.1 00A.1 face.nail In accordance with Tables 2306.43 and 2308.9.3(4) 24 35c 45c 4-3'x 6.131"mils "Exterior Glue"Particleboard 4-Y 14w, star ],C5 Gypsum sheathing 1/2 inch 16 inches on center Structural.I sheathing i1w 24 40c 50r 19. Rafter to plate 3-Ed common(2'12-x 0.131'- ) Gypsum waIlIx.)ard 112.inch 24 inches on center i 1 51 24 70 so (see Section 2-3018.10-1,Table 2308,10,1•) 3-3'x 0.131"'nails toenail Reinforced cement mortar I inch 24 inches on center IYMI"1, 24 90 100 3-Y 14 Aa-;e staples For S1: 1 inch=Z5.4 turn. 20. 1'diagonal brace to cacti stud and plate 2-Ed common(231,*x 0.131") 7/36 16 40 50 2-3-3" 14 gage staples Yx 0.131'nails face nail TABLE 2304.7(1) t5l In 24 201 25 ALLOWABLE SPANS FOR LUMBER FLOOR AND ROOF SHEATHING"-" 21. 1'x 8'sheathing to each bearing 3,-11d common(2'713 x 0.131'x'} facc nail MINIMUM NET THICKNESS(inches)OF LUMBER PLACED Sheathing.other gradcs, i1, 24 L'i 30 covered in VOC PS I or 4 Qr 22. Wider than I'x r sbeathing to each bemring, 3-Ed common(23/2'x 0.131 1 fa cc naK Perpendicular to supports Diagonally to supports 1-)()C PS 2, 4ff 5 SPAN(inches) Surfaced dry` Surfaced unseasoned Surfaced dry` Surfaced unseasoned 51724 45c 55" 21 Built-up vorner studs l6d common(311,'x 0.1 f,2```') 24"o.c. _V y 0t.131"rails I C,o.c, Floors 13/r 314 1 24 6rf- ftp 3- 14 gA;c SIM Ides 16,o.c- 24 314 251, 314 25132 Fx SI: 11 itr-h=25-4 mm, I Io arAs pc-,5aire foot 0,6479 kNItn. 24. Built-up"girder and beams 20d common 0'x 0,192'}32'ct.c. Fa ve n a]it at top sond hwn,o m s t a I,p c red a. Rnxi f sh catl in oom f I mi,i n w i I h Th i s ta!He sh 3.11 tv&e me d tri meet t the design criteria ff,S ecti orf 230:1.7. -1'x 0.13 1'rujil at 24"o.c. 518 518 t14. 16 1116 1116Y 14 gage sta Me at 24'ciz. on UpIx"mile sidec, t.. Unifcmn Irtstil d:!flzction Iimitz,1ions'f,,(1,fspm under livrc[Mad plus dew.1 load,'/,.Lmdff live loadonly-&I-ges shall be blocked with lurnterorcoher approved type Roots of edgic supmIs" c. Forcom"'ie and fi-4ar-plyplywood I5pounds fvrsqf;arefcof. 2-2W common (4"x 0.192"3 24 51s 1 1/16 31 face n ail at cn&/,,5 and at each splice 3-Y 14 gage staplers For SI: I inch=25.4 mm. a_ Installation details shall conform to Sections 2304.7.1 and 23043.2 for floor and roof sheathing,respectively. TABLE 2304.9.1 25. 2-plariks I f common L3'L,'x 0.1 al,c/ac,h ly.-ari n 9 b.. Floor or roof sheathing conforming with this table shall be.deerned to meet the design criteria oll'Socticni 2304,7. FASTENING SCHEDULE c., Maximum 19-fvrcent moisture content. 26. Collar tic to raF-cr I- t fid conf.m on(3" 'x 0.14"8") cowmcmoN FA Nem LOCATION 4-3'x 71.131"na:4s, face nail 1. Joist Art sill of gir&_- 3-FA common(2'f2'x 4.131") 4-Y 14 gage s,ta des TABLE 2304.7(2) 3-rx G.131'trails toenail 27- lack rafter to hip 3- I 0d,commur(3'%,0.148")SHEATHING LUMBER,MINIMUM GRADE REQUIREMENTS:BOARD GRADE 3-3' 14 gage staples 4-Y x 0.13s"nails toenail SOLID FLOOR OR ROOF SHEATHING SPACED ROOF SHEATHING GRADING RULES2. Bridging tojc)ist 2-FA common(211`"x(3.131") 4-Y 14 gage staftles Utility Standard NLGA,WCLIB,WWPA 2-3'x 4.131'nails toenail each end 2- I 6d common.(311,"x 0.162-) 4 common or utility 3 common or standard NLGA,WCLIR,WWPA,NSI,R or NELMA 2-Y14 paw staples 3-3'x 0.1.31"'nails face nail 3-3"' 14 gage staples No.3 No.2 SPIE 2-8c1 common(;2%'x 0.131") face nail 29. Roof rafter to 2-by ridge beim 2- Merchantable Construction common RIS 4. Wider than I"x 6"sul-,floor to each joisl 3-M common(2'13 x 0.1.31") face nail 3-31">,,0.131'nails toenail 3-Y" 14 gage staples 5. 2'suMc-tor t::,joist or girder 2- 16d common(31/2w x('1.16T) MO Hand face nail TABLE 2304.7(3) 2-161 common(3'1,,'x 0 162"x") ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING 6. Sole plate to joisit or bl nck 1-12 1(,d Q if2ff x 0.13`")at l6w o.c. 3-3'x 0.131"'az u Is fay nail AND SINGLE-FLOOR GRADES CONTINUOUS OVER TWO OR MORE SPANS WITH x 4.1.131"n--iffs at Vox, typical face nail 3-3" 14 gage stir,les STRENGTH AXIS PERPENDICULAR TO SUPPORTS" 3'14 gage staples at, I2 o.c. 29� Jmsf In hand joist 3- I(A (311,"x.0-162-) SHEATHING GRADES ROOF': FLOOR4 Sole pIatz to joist or block Ing at braced 3'- l6d.(31/27 x 0.135 )at 16v 4-3'x 0.131"`nails face nait Maximum span(inches") Loacf(psf) wall panel 4-3'x 0.131'nails at 1,6' hr ac ed w al I panels 14-3" 14 ,, saples Panel span rating Panel thickness Maximum span 4-r 14 gage staples"per 16" roofffloor span (inches) With cadge suppore W-fthout edge suppa.rt Total load Lhm load onches) 2- l6d common(31/,'x(1.16 COMECTION FASTENING'"r" LOCATION 7. Top plate to stud 1210 5/16 12 12 40 30 0 3-3'x 0.131'stalls end nail 30. txdgcr strip 3- 16d v,,)m mwz,n W12',e 0,t 02") 3-3' 14 gars staples 4-3["x 0-131"nmils fact nail 1610 16 16 40 30 0 4-3' 14 gage staples 3 116� S. S I ud It),sole plate 4-M common(2'1,'x 0.131') 2090) 517 ,3 20 20 40 30 0 4-.r, x 1).131'nails toenail 31. Woc.,dstracturalpanels and rarticleboardh Y."and,less (yj--,I 318t 1/1�',11� 3-r 14 gape staples Subtloor,roof and wall Milling(to framing) 2'147 X 0.113'flai In 24,10 24 40 30 0 1 ^1/4, 16 ga-en 24116 1/1�.1/,, 24 24 50 40 16 2-I M uommon 0%,"x 0.162,-) 1"/,-to'11.0 SJ'or 601" 3-3"x 0.131'nails end nail 32/16 151,4 1 32 28 40 30 16' 3-3' 14 gape staples 2 Vt`x 0.113'riaill' ?, I:. Is, — 9. I)ouble studs 160 4371"x x 0.135-)at 24"mc, 1. 2'16 pagcl` 40120 �,/x,114. is 40 32 40 30 20" 3'x 0.131"nail at Kox, face trail to 48124 2-31,4,.3y 4,71, .418 36 45 35 24 3'14 gage staple at 8'o.c. Single 1 31s"to 1 114" 10d'i or F/J' It). Dot b1cropplates I 6d(372'x 1).135 )at 16'o.c_ is.)framing) 114' 54132 54 40 45 35 32 and less, &T 10 3'x71,131,'nail at. 12 o4to r .c. typical face nail 60132 610 1 48 45 3-5 32 3'14 gage staple at 12"o 3-c- 11 lol 140 1 Od'or&3' 8-1 6d common 012'x 0.162 ) 32. Pane!siding(to framing) %,or lass 0 SIMLE FLOOR GnADES RO0I!C FLOOR' Doublc top pisses12-Yx 0.13 1"mlik lap splice Sy Maximum span(inches) Lcad*(psf) 12-3'14 arc r4cs Panel thickness Maximum span , gg sta 3_38 Fiberboard shcathin,-7 !`;a. I I gage roofing nail'' Panel span rating (inches) With edge supporlt Without edge support Total load Live load {Inches) [I. R I oc king b-, e c n Mists or r afte rs its top pilafs 3-8d common(211,'x 0.131 (d mmmon nail(Yx 0.113'1 16(i.e. 2,14 24 50 40 10, 3-3'x71,131'nails toenail NG. 16 g3gc staple, 3-3' 14 gaggc staples No. I I gage roafing rfmlh 20 oxIqf� 51F 31 32 32 40 30 20ki 1 7, " 4 12. Rim joist In tup, plxz- 8d(2'1,'x 0.131')at 6"o.c. 8d common nail(21J."x 0.1?"1 24 o.c. 27,1- 114 24 3'y 0.131"nztil at 6'o.c, tuterfail �;U� 16 gXgrcstarlet .C. 48 36 35 25 1 3'14 gagr-sea"le at 07 o.c. 32 ox. 71a, 1 48 40 50 40 32 34� Interior paneling 1m 41 7ons 2- 16d common(31T x 0.162-) 114" 6,31, 13. Top plates, laps and intersecti 1 4 12,/32, ]Ifs 60 48 50 40 48 3-_r x7IA31"nails. face nail 3-Y 14 gape:staples Fier SI: I inch=25.4 mm. I found per square fivt=0.(A791,%.,.Vrn a, Comunart or tx)x nails are perrinittedd Lala uczd mcept where off-perwiFi,st"'Alod, a., Applies to panels 24 inches or wider. M Continuous hewder,two Pieces 16d common 0"12'x71.162"'1 Wo.c.along edge b. Nags spaced at,6 inches m center at edges,12 inches at i n te nr MAI ate su p posts e xce pt 6 i n ches at su pports wh e�`_4m ns,ora 48 i isc he s or rn o rc,Fw na,i I ing vf, w rxyl b.. Floor and roof slicath ing conforming with this table shall be deemod to meet the design criteria of Set-tie n 23034.1structural p3ocl and particleboard dfuphragnis and shearrwalls,refer to Section 2305.Nails fist'wall seen inn am pernvitted to be comrrion.boy or cwina c.. Uniform load deflection lirnimions 11rm of span under live load plus dead k1q yad,' ,under live I(xid only. 1_`+. C-ci 11 no;mists itc,plate 3-8d common(2'12'se 0.131 ) c.Common mde-formod sharil(6d-2/,-.Rl 1',H-2'1'xP.13 1"; I(JJ-3'x 0-14F;). 5-_3'x 0.131'trails toenail d.. Panel ed-cs shall have approved err shaft hesupported with blocLing ufllcss'/,inch rnifiii-num thickness underlavrnenLor 1 11,inches of d. Common(6d-2"x 0.11,3":M-2-1,"Y.11.131"; 1(A-31"X 0, C -v . -3" 14 gage staples e� Deftwnw.-d Fhank(6d-2'y,0.1 1Y.;8d-2'1�,X 0.131 1'�I Dd,-3'�,�OJ49-), arpraved cellular orligfitweight oancrele is placed over the subfloors or finish roof is��,_inch w(v.,J strip.Allowable uniforrri load based on dcflectio�of'Im"of 5 span is 100 pounds per squa�c foot except the span rating of 4-S indhes on center is based on a total toad of 65 errands per square f(x)t, 16. Conli nuouq head,er to stud 4-Sd common(2'12'x 0.13 1 f. Co rros i on-res isl inns siding(6d- l7i,,'Y,Q.166':8d-2"1,"x G.11,r)or dirt r. ((3d-2"x D r0r &I-2"1,1 x 1),113' nail. el Allowable lead at maxiinum span. toenail ,'i 173-merr-n ipticed 3 inchri m center at cxterOre4� f. paneled eclips forie mi.dway between each supry?n,excepi,two equally spmcd hLtwccn suppons 49 inches on center).lumber block- cm centcrort the edges and 12 inches applications. h. and 111�4rct lerinihf-7T11,4e�sheal:hing and -inch 9- For -inchpanel maximum span shall,be 1-4 inebcs- fi, Span is permitted to be 24 inch-m on center where.7/4-inch wcx%;strip flooring is imtaltod it right angles tel jc.tisl, -incl,Ict1i!t# far an tlyxts 31, L Span is permitted tet he 24 inches on center for ficyns where 111,inches of cell ular or I ightwei;�h!concrete is appli ed over the panels. ) 2308,9..3(2) 16 inclies(20 in r he s i f stren atli axis i n the hm d irrect ion of the,pxA rr-1.tireless Vherw isc marledi. EXPOSED PLYWOOD PANEL SIDING j. Casing(17, x 0.00')orlinist. (1,0172""3 trails spaced 6 intro on panel edges. STUD SPACING V 111"uriel stsp;x.-es at 24 inches.Casing nr finish mails spaced 6 in&^. m.parpoled,", priches) 1. For rw(shmIhig-applicl3tims. nails(11.'x G.I I-V)am file mini m urn required fir%md stru ctiv m!paiv Is C IANIMUM THICKNESS3 Plywood siding aspired directly m.Staples shal!have a In i ni nuun circsivri Vid it of7f,inch. prich) MlNMtUM NUMBER OF PLFES to sUM or over sheathing n. For roodsheathin-areliflcaors.Eisteaefs q%a-c,d4 incl s ffacenter alle.ei C �es,8imhes al irmefaiediato.saMwts- a. Fa--V-ners spaced 4 inches on eviler at edge's.8 inches at inteawsaie surv-wLs for suhnoorarxiwal lslicath°ng ritsd 3 inclics on o-,mcfatzedgyps,06;kiches al imeluvz- Q) 3 1(P diale supgtorts rx roof sheathing. 4 24 p. Fasteners spaced 4 inches or inter of pdges.8 inches al intern ediat.-sur,"'e.s. For SI: I i to.ch=2 5,4 mt E 0 a, Thi&ness of y ,rown,ed panels is mew-umd at benorn of grooves. 0 b. Spans are ft=ilted to be 24 inchn,ifilplywcW sidlinl_"�sliiadwith face grain perpendicularto.studs or in-eroneofthe following:(I)I-ioch bxiartj sbe3thirg.(2)'1, Q) -irzh woAstnctural panel sheathing rx(3)*-1,-4r,_h warod structiral I.-Lamel sheathing,with qseitgth axis(wrbirb is the Icnilifection 4the panel unlc5sf4her,wise -a 91MAX-d)of shteathi i rwrix-ridiculir too siti,45- 0 DATE BY DESCRIPTION APPROV. BY REVISIONS 2060 GABRIELLA COURT 1_� TABLE 2308.9.3(3) 0) WOOD STRUCTURAL PANEL WALL SHEATHINdit SOUTHOLD, SUFFOLK COUNTY, NEW YORK (Not EXposed to ftV9 Vftatft;A,Strengt h AV%Parariel or Pe rpp-n alculaT to Studs Except as In d[cated Belonj STUD SPACING;(Inches) BUCKLEY RESIDENCE VIVA IM THDCKNESS co PANEL SPAN RATING Siding naftcl to ffftmls Sheattitrig paralM to studs Sheatfflng perpendIcutar to sluds Q) O E F NGE ` ODE COMPLIANCE IM 1610.21140 if, gal 16 16 0114 M I V01,201111,24M,-12116 '11,'5/3?-'12 24 16 24 r__ L. K. McLEAN ASSOCIATES, P.C. WmIl-24'o_c. Cc 0 '4j CONSULTING ENGINEERS 437 SOUTH COUNTRY' RD, BROOKHAVEK NEW YORK 11719 Ln 71 2410, 24f.16.321166 �D 0 24 242 24 ip. 0 Designed B)r. DRAMNG C� Wall-24'o.c. 0. JMC,CFD scale: AS NOTED in For SI: I inc h=25.4 ntm. Ply%-XA still em' sist'l- four'm nisw plies. Drawn By: MF Date: NOVEMBER 2014 x CCI 11"". Blocking ofl]"W"Imtaljoints stA. nal be required except as specified in Sectims'230)6.4 and 23%_12A. AppirovedRGD File No.: 14075.000 a- DOUBLE TOP PLATE FASTENING SCHEDULE B ROUGH OPENING.FRAMING REQUIREMENTS FOR WIfNDOW OPENINGS Use every other nail hole In 0 IOW t0 provide the (IN ACCORDANCE WITH TfHE WOOD FRAME code—required minimum CONSTRUCTION MANUlAL-2001 EDITION) SIMPSON PHD2 HOLDOWN center—to—center ROUGH OPENING spacing for nails FRAMING MIN (14) 10—D NAILS EA. A B C D E F r 2'-0" 2 (u)2X4 1 1 1 1 `l 4'-0" 4 (u)zxa 2 2 2 2 SIMPSON H2A AT EVERY RAFTER c 5/8"0 THREADED ROD 36"-42" 1)2x4 LENT N 6'-0" 6 I,1)2x6 3 3 3 3 WHERE STUD AND RAFTER ALIGN 8'-0" 8 (,2)2x4 (:1)2x6 3 3 3 3 SIMPSON STRONGTW 10'-0" 10 (2?)2X6 4 4 4 441 LSTA24's AT EACH HEADER TO JACK CS COILED ST12'-0" 12 (2)2X6 5 4 5 4 STUD LOCATION SIMPSON CNW COUPLER NUT H2A AT EACH CRIPPLE STUD TO TOP PLATE 5/8"0 ANCHOR BOLT OR ; ADHESIVE ANCHOR H8's AT EACH CRIPPLE STUD TO Provide ° HEADER LOCATION D SEE NOTE 2 BELOW o c Equal number of ° specified nails C in each end _ 2x ® 16" O.C. STUD WALL A E 0 UPLIFT SP1 (OPTIONAL SPH) AT EVERY B CONN CTORS REQUI ED STUD 2—A SECOND FLOOR ATTACHMENT 2—B SECOND FLOOR ATTACHMENT F CC3 N.T.S. CC3 N.T.S. PL NOTE: WALL STUD A. NUMBER OF Bd NAILS O EA. END OF STRAPPING 1. ANCHOR BOLTS NOT SHOWN — USE 1/2"x 6 TITEN HD Sc BP1/2-3 B. NUMBER OF SILL STUDS (ON FLAT)(DIOES NOT APPLY TO DOORS) 24" O.C. SIMPSON PHD2 HOLDOWN C. NUMBER OF FULL HEIGHT KING STUD°S O EA. SIDE OF HEADER 2. IF HEADER TOUCHES TOP PLATES USE MTS16 AT EACH RAFTER TO c D. NUMBER HEADER ®FE16SIDE LS. END NAILED THROUGH ADJACENT KING STUD TO END OF HEADER CONNECTION E. NUMBER OF JACK STUDS 0 EA. END OF HEADERS o STRAP 0 16"METAL F. NUMBER OF 16d NAILS END NAILED 1THROUGH ADJACENT JACK STUDS TO END OF 3. USE CS16 COIL STRAP AT EACH STUD TO STUD CONNECTION (I.E. • '• '• MODEL "CS20' SILL(S) 0 EA. SIDE (DOES NOT APPLLU TO DOORS) GABLE WALL) 5/8"0 THREADED ROD MIN (14) 10—D NAILS 3 TYPICAL FRAMING AND UPLIFT CONNECTIONS RIM JOIST CC3 N.T.S. GALV. METAL PALET FASTENER SIMPSON CNW COUPLER NUT (MODEL # LPT4) 16" O.C. 1 5/8"0 ANCHOR BOLT OR MIN (8) 10—D NAILS ADHESIVE ANCHOR RIDGE PLATFORM FRAMING ONLY DBL. SILL PLATE 1—A FIRST FLOOR ATTACHMENT 1—B FIRST FLOOR ATTACHMENT ATTIC CC3 N.T.S. CC3 N.T.S. BLOCKING 2 BAYS BACK 4'-0" 3 O.C. z w SECOND FLOOR RAFTIER WALL STUD NEW STUD ° BLOCKING TOP PLATES 2 BAYS ° BACK ° ° 41-09' ° °�° WALL STUD ® EXISTING STUD O.C. O ® O SILL PLATE FIRST FLOOR H2A T _HERE STUDS AND SP1 HGA10 WALL EXTENSION AND 4—A RAFTERS ALIGN 4—B 4—C GABLE WALLS BLOCKING 2 BAYS BACK 4'-0" O.C. 5 BLOCKING 0 ENDWALL i O U o N o 07— WALL STUD o 0 0 U o o ° °° _ o 0 o _ o0 N °� ° ° CD O ° " v o m ® DATE BY DESCRIPTION APPROV. BY IDo ° m m REVISIONS N U SILL PLATE 2060 GABRIELLA COURT SOUTHOLD, SUFFOLK COUNTY, INEW YORK i H2.5A WHERE STUDS AND 4—E SPH4 4—F ECCLL/ECCLR BEAM COLUMN CAPS 4_G LSTA18 RIDGE STRAP ® EACH BUCK LEY RESIDENCE RAFTERS DO NOT ALIGN RAFTER RIDGE 2x8 OR 20Ro CENTERS OF N x12 ---a �� dG DETAILS �c CODE COMPILANCE m 4 TYPICAL UPLIFT CONNECTIONS s BLOCKING DETAIL L. K. MCL � � ��;� � EAN ASSOCIATES, P.C. CD CC3 N.T.S. CC3 N.T.S. �+ CONSULTING ENGINEERS 437 SOUTH COUNTRY RD.. BROOKHAVEN, NEW YORK 11719 oN o ff° �® 0 � $� Designed Br JMC,CFD soaie: AS NOTED DRAWING 0 Ln N � �90fiFSS�d�P ��; �•� Drown ey: MF pate: NOVEMBER 2014 C C 2 � ! Approved By: RGD File No.: 14075.000 FOUNDATION NOTES: 1. SOIL BEARING CAPACITY USED FOR FOUNDATION DESIGN HAS BEEN ASSUMED 2,000 PSF. FOOTINGS MUST REST ON UNDISTURBED SOIL. NOTIFY ARCHITECT PRIOR TO PLACING FOOTINGS SO THAT THESE ASSUMPTIONS MAY BE VERIFIED. 2. SET FOOTINGS BOTTOM AT ELEVATION SHOWN THUS (-0'-0") ON FOUNDATION PLAN, DETAILS, RE PROPOSED SECTIONS AND ELEVATIONS. WALL FOOTINGS, AND ISOLATED FOOTINGS ARE FLUSH TO TOP. SHOULD REMAIN ADDITION IT BE NECESSARY TO LOWER FOOTINGS, ELEVATIONS OF ADJACENT FOOTINGS SHALL BE ADJUSTED TO 19'-6" LIMIT STEPPING TO ONE VERTICAL TO TWO HORIZONTAL. POUR LOWEST FOOTING FIRST. 3. PIER AND WALL FOOTINGS SHALL BE 1'-0" THICK AND HAVE PROJECTION AT EACH SIDE OF WALL, 11'-6" 8'-0" MIN. 6" EXISTING CHIMNEY 4. REINFORCING MARKED/INOTED CONT. (CONTINUOUS) SHALL BE LAPPED 24 BAR DIAMETERS AT 3'-0" 8'-6" 8" SPLICES AND CORNERS AND HOOKED AT NON-CONTINUOUS ENDS. 5. CONSTRUCTION JOINTS IN FOUNDATION WALLS SHALL BE NO MORE THAN 50'-0" APART AND NO .. . .._.... _..... __.__ _�_ _...__.., _.__... _.. _.._ _... _...._.._. ___....... _..._ . ..__..._. .�._._. .....�. ___ ___. ..�... _..� -_.. ___,. __.._. .___. _.__ .. ._... ._. _...,_.. ... .. ... . - - - - - - - - - - LESS THAN 4'-0" FROM ANY PIER. VERIFY LOCATIONS WITH ARCHITECT. SECTIONS OF WALL SHALL BE POURED ALTERNATELY. HORIZONTAL JOINTS WILL NOT BE PERMITTED. _,. .,...._. . _. .... . __.-. .___- ...__.. _,...... ._ _..... ..... . ..... w.._ w-- ___. ..._.. ..__._...__ . _ .._._ . .___. ..._.. w..,. .,,..__.. _ . ,.........., 6. BACKFILLING AGAINST FOUNDATION WALLS IS TO BE DONE SIMULTANEOUSLY. __.._." _. ..._ . ........ .. H - - - - - - - - - - 7. EXCEPT WHERE OTHERWISE NOTED, SLABS ON GRADE SHALL BE 4" THICK REINFORCED WITH 6.6 XEX. 30 GAL. W j STEPPED 10.10 W.W.M.-LIMIT POURS TO 2,000 S.F., PLACE SLABS OVER COMPACTED POROUS FILL, SUB-BASE EX. 4" WASTE LINE O0 HEATER FOOTING AND 6 MIL. VAPOR BARRIER AS SPECIFIED. EX. 12'0 8. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,500 P.S.I. AFTER 28 DAYS. EX. 15"0 WATER 9. "KEYS" FOR WALLS, BEAMS AND SLABS MUST BE PROVIDED AS SHOWN IN SECTIONS AND DETAILS. I WATER » CAPPED END FILTER EX. 24"0 o 10. SUB GRADES ON GROUND BELOW DECK SHALL BE COMPOSED OF 6 INCHES. WELL COMPACTED FILTER WELL POROUS FILL PLACED ON FIRM UNDISTURBED SOIL OR ON WELL COMPACTED FILL AFTER UNSUITABLE OVERBURDEN AND TOP SOIL HAS BEEN REMOVED. I TANK r 11. BULLDOZERS OR OTHER HEAVY EQUIPMENT SHALL NOT BE PERMITTED CLOSER THAN 8'-0" FROM ANY FOUNDATION WALL OR GRADE BEAM. EX. OIL 12. NO FOOTINGS SHALL BE PLACE IN WATER OR ON FROZEN GROUND. ALL SOIL SURROUNDING AND BURNER UNDER ALL FOOTINGS 'SHALL BE PROTECTED FROM FREEZING AND FROST ACTION DURING THE COURSE OF CONSTRUCTION - - - - - 13. KEEP FOUNDATION EXCAVATIONS FREE OF WATER AT ALL TIMES. REPLACE WEAKENED SOIL WITH LEAN I L FINSISHED UNFINSISHED i n CONCRETE. USE LEAN CONCRETE FOR OVER EXCAVATION OF FOOTINGS, AS APPROVED BY ARCHITECT. EXISTING 20 x10 HVAC EXISTING CONCRETEOX 14. ALL FOUNDATION WALLS AND GRADE BEAMS SHALL BE BRACED DURING THE OPERATIONS OF TRUNK LINE STEPS & FOUNDATION Z � - - - - - BACKFILLING AND TAMPING. 15. BACKFILLING SHALL BE ACCOMPLISHED TO EQUAL HEIGHTS ON BOTH SIDES OF THE FOUNDATION TO WALL TO BE REMOVED g � E TO THE UNBALANCED EARTH PRESSURE. WHERE EARTH IS ON ONE SIDE e i CO D PREVENT MOVEMENT DU ; ONLY, THE BACKFILLING AND COMPACTION SHALL NOT START UNTIL ADEQUATE BRACING IS PROVIDED n W m FOR ALL FOUNDATION SUPPORT. ± 16. FOUNDATION WALLS SHALL BE TEMPORARILY BRACED UNTIL FRAMED SLABS AND SLABS OF GRADE o * BRACING THESE WALLS AGAINST EARTH PRESSURE, WIND AND OTHER FORCES, HAVE BEEN IN PLACE I EX. AIR -, I I I A MINIMUM OF SEVEN DAYS. HANDLER 17. BEARING CAPACITY FOR THE UNDISTURBED SOIL SHALL BE VERIFIED AT THE TIME OF CONSTRUCTION. IF REQUIRED BEARING CAPACITY IS NOT ACHIEVED, UNSTABLE MATERIAL SHALL BE REMOVED AND ;...__.._._ .....,_._..., _...,_...._. __ __... COMPACTED FILL SHALL. BE USED. THE COMPACTED FILL SHALL BE WELL GRADED GRANULAR MATERIAL AND SHALL BE PLACED IN 12" LIFT AND COMPACTED TO ITS 95% OF MAXIMUM DRY , DENSITY DETERMINED ON THE BASIS OF ASTM METHOD D-1557 18. ALL FOOTING REINFORCEMENT TO HAVE STANDARD HOOKS AT ENDS. - 19. MIN. CONC. COVER FOR REINFORCING SHALL BE 1-1/4" FRP SLABS. 1-1/2" FOR BEAMS AND lot FOR WALLS. ALL CONCRETE EXPOSED TO WEATHER OR EARTH FILL SHALL HAVE MIN. CONC. COVER _ ,STEPPED ANCHOR BOLTS I OF 2". FOR BIGGER BARS LARGER THAN #5 OR 1-1/2" OR #5 BARS OR SMALLER. FOR ALL E FOOTING 5/" �� MAX 24" O.C. CONCRETE PLACED AGAINST EARTH, MIN. CONCRETE COVER SHALL BE 3" I g p m 8 MIN EMBEDDMENT I o 20. ALL REINFORCING SHALL BE SECURELY HELD IN PLACE WHILE PLACING CONCRETE. IF REQUIRED, ?< g 3 x3,x Y4 PLATE WASHER ADDITIONAL BARS OR STIRRUPS SHALL BE PROVIDED BY THE CONTRACTOR TO FURNISH SUPPORT TO I RELOCATE EXISTING FILL N 16"-12" FROM END OF PLATES I I R408.4 ACCESS: 21. THE ALL CONTRACTOR SHALL BE RESPONSIBLE TO ADEQUATELY PROTECT ALL EXCAVATION SLOPES. AND VENT. o Ln ' PROVIDE THRU-WALL ACCESS TO CE MIN 2 PER PLATE 22. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE ADEQUATE DESIGN AND CONSTRUCTION i r CRAWL SPACE (NP ) OF ALL FORMS. Z ' } I -i D i t 18" X 30" MIN. 23. ALUMINUM SHALL NOT BE PERMITTED EMBEDDED IN OR IN CONTACT WITH CONCRETE. ; CENTERED IN CONCRETE FOUNDATION WALL I I o 24. EMBEDDED PIPES OR CONDUIT SHALL NOT EXCEED 1 /3 SLAB THICKNESS, AND SHALL NOT OCCUR I t CLOSER THAN 3 DIAMETERS APART. ' I CONCRETE NOTES: I < 1. ALL WORK SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE, LATEST EDITION, AS € _ ______, AMENDED BY ALL FEDERAL AND LOCAL AUTHORITIES HAVING JURISDICTION OF THE WORK. - s ; ' 4 CONCRETE SLAB ON GRADE WITH 6X6 W2.OXW2.0 W.W. 2. ALL CONCRETE WORK SHALL CONFORM TO APPLICABLE REQUIREMENTS OF ACI STANDARD 301 TITLED I I EXISTING 150A - _.5 I I I FABRIC & 6MIL. POLYETHYLENE "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. SINGLE ELECTRIC UP i� VAPOR BARRIER . .,_._,-. ..n .. .,.. .e 3. ALL CONCRETE WORK SHALL CONFORM TO THE LATEST ACI 318 "BUILDING CODE REQUIREMENTS FOR iSERVICE PANEL < ` ' (NP) STRUCTURAL CONCRETE 4. CONCRETE SHALL BE STONE CONCRETE. CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE ( I STRENGTH OF 3,500 PSI AT 28 DAYS FOR FOUNDATION; 4,000 PSI WITH A MINIMUM OF 4% AIR 2"OFFSET ENTRAINMENT FOR ALL OTHER CONCRETE. (INCLUDING SLAB ON GRADE). 5. REINFORCEMENT SHALL BE DEFORMED INTERMEDIATE GRADE NEW BILLET STEEL CONFORMING TO ASTM DESIGNATION A-615, GRADE 60. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. _, _,,., ,., .,, ...4. ro....,_.,_., .M ..,_ .. . .._...r_....,,......,.,.-a..._ „° ... .,w. .. a ... .._. .� ._............ ....... w ,. :,._ ... . ... ...... ... ...,_........,.. .,..,. �aw.., < ?...- I WELDED WIRE FABRIC TO BE 6x6 W4.Ox4.0 IN CONCRETE SLAB ON GROUND UNLESS OTHERWISE NOTED. -.ro..�._.... .. . ._ .. _ ...... -__......_.. ... . ........__._ .. .-._..__..,, ..,.N..�.__.M..... ..�, _.__ ..�..__�.�... . ._ _. ... _..___. _.._-...____.�_..._._................_ .._....M ,..,. _.._ ... 6. FOLLOW ACI RULES AS TO TIES, ANCHORAGE, SPLICES, CONCRETE COVERAGE AND _---.. _...._ . _... _....... ...._... _._..__ _..._ .. ___ j ........ ........_ ....... .._.,_.. .. _.. __...... .. ._,__ I CONTINUOUS 8" POURED CONC. REINFORCEMENT SUPPORTS. ' FOOTING 7. REINFORCEMENT MARKED "CONTINUOUS" (CONT.) SHALL BE LAPPED 36 BAR DIAMETERS AT SPLICES _ E I WALLS ( PSI) CONTINUOUS POUR AND CORNERS, AND (HOOKED AT NON-CONTINUOUS ENDS OR EXTENDED 36 BAR DIAMETERS i I 20" x 12" POURED CONNCC RETE FOOTING UNLESS OTHERWISE NOTED. ; i o $$F I (TYP.) t g € Ln f i FOUNDATION PLAN SCALE: 1'-0" N 20'-0" RELOCATED FILL AND VENT LINE FOR 4" CONCRETE SLAB ON GRADE EXISTING HEATING OIL 6"x6"-W2.OxW2.0 WWF TANK n PRESSURE TREATED SILL PLATE 6MIL. POLYETHYLENE VAPOR BARRIER SILL SEALER UNDISTURBED/WELL COMPACTED SOIL �" DIA. ANCHOR BOLTS 8" (TYPICAL). TOP OF SLAB TO BE AT THE EMBEDDMENT @ 24" O.C. MAX. 2'-0" SAME ELEVATION AS THE TOP OF FOUNDATION WALL o VA 0 Viol 1.5x'H" 3/26/15 MF AS PER COMMENTS FROM THE TOB DIV. OF BLDG. CFD 'H" 2x'H' GRADE BY 7 " moi`%i.; �\ %i% ° \\\;\ r\:\\'\\!/\ . , DATE BY DESCRIPTION PRO . \� : �' REVISIONS 8" CONCRETE FOUNDATION WALL CLEAN _ 2060 GABRIELLA COURT 3 DAMPPROOF FOUNDATION SAND-., 2X4 KEY SOUTHOLD, SUFFOLK COUNTY, NEW YORK j TO GRADE 2x"H' BUCKLEY RESIDENCE E � B.O. FOOTING (2) #5 REBAR, CONTINUOUS 0 NE� '�~`� FOUNDATION PLAN � 3'-0" MIN BELOW GRADE ��I I I��I- j�j_"I I #5 ® 12" O.C. � '�� Lp UNDISTURBED SOIL-/ - - - - TYPICAL STEPPED FOOTING �� . G. yob Q) SCALE: 1/2"=l'-O" o -Y MIN. 2 TON BEARING -�-- 20" m TYPICAL 1' v ca L. K. McLEAN ASSOCIATES, P.C. LO to ; CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., NtOOKHAVEN, NEW YORK 11719 ' TYPICAL FOUNDATION WALL sse165 �� ; Designed W. JMC,CFD Scale: AS NOTED DRAWING h4F N o SCALE: 1/2"=1'-0° FSS10 Drown By; MF Date: NOVEMBER 2014 F1 Approved W. R G D File No.: 14075.000 GENERAL NOTES: 1 . ALL WORK TO BE DONE IN ACCORDANCE WITH ALL APPLICABLE LOCAL AND STATE CODES 2. ALTHOUGH THESE PLANS ARE DRAWN TO SCALE, NO DIMENSIONS SHALL BE SCALED. 3. NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM THE EXECUTION OF THE WORK IN ACCORDANCE WITH ALL STATE EX. TO PROPOSED AND/OR LOCAL CODES. SHOULD ANYTHING BE OMITTED FROM THE DRAWINGS, NECESSARY REMAIN ADDITION TO THE PROPER CONSTRUCTION OF THE WORK, HEREIN DESCRIBED, IT SHALL BE THE DUTY 11'-6" 8' OF THE CONTRACTOR TO NOTIFY THE ARCHITECT/ENGINEER. 3'-3" 4. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD. ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT/ENGINEER BEFORE PROCEEDING 4' 3'-6" 5.5" (TYP.) 5. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST ARCHITECTURAL, D ELECTRICAL DRAWINGS BY THE GENERAL CONTRACTOR AND ANY _. .. . ° �,....,..,,.- ...,... .. _ .._.. ,_ _.. _.....�,,... _,,,.... ..., d, ..,_......, w. _ w.."...,, _. ,...,., µ.._ ._....__ . .. , MECHANICAL AN DISCREPANCIES ARE TO BE REPORTED TO THE ARCHITECT IMMEDIATELY 6. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY UNRELIEVED BY REVIEW OF SHOP ` DRAWINGS OR PERIODIC OBSERVATION OF CONSTRUCTION, FOR COMPLIANCE WITH THE d 1'-10" CONTRACT DOCUMENTS, FOR FABRICATION PROCESSES AND CONSTRUCTION TECHNIQUES AND 6 FOR SAFE CONDITIONS ON THE JOB SITE. EX. BATHROOM a 7. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION PROPOSED AND FOR SEQUENCES AND PROCEDURES TO BE USED. UTILITY 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY UTILITY LOCATIONS AS WELL AS OTHER - ""'" """ CHASE 7_1 UTILITY LOCATIONS THAT MAY OR MAY NOT BE SHOWN. 9. ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR I - -- - EX. BREAKFAST AREA EX. KITCHEN 18" AFTER COMPLETION BY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EX 2» LO ENSURING THE GUARANTEE. CHIMNEY sl o 10. ALL MATERIALS SHALL BE NEW UNLESS OTHERWISE SHOWN. ALL WORKMANSHIP SHALL BE MUDROOM FIRST CLASS. EX. OFFICE rIN 11. ANY DEFECTIVE WORK AND DAMAGE RESULTING THEREFROM SHALL BE REPAIRED AND/OR REPLACED AS REQUIRED AT NO COST TO THE OWNER BY THE CONTRACTOR. 12. ALL WORK IS TO BE PLUMB, LEVEL AND TRUE. µ. .:` ``:.:. ... `V 13. ALL WORK SHALL BE EXECUTED IN SUCH A MANNER AS TO PROTECT THE SAFETY OF ' � vf_ WORKMEN AND THE PUBLIC DURING CONSTRUCTION. ALL BARRIERS AND OTHER 42» PRECAUTIONARY MEASURES SHALL BE ERECTED `IN ACCORDANCE WITH THE AUTHORITIES ` i . I . . I HAVING JURISDICTION OR AS REQUIRED FOR SAFETY DURING THE ENTIRE CONSTRUCTION OPERATION. 14. THE CONTRACTOR SHALL USE ,ADEQUATE NUMBERS OF SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE00 - COMPLETELY FAMILIAR WITH THE REQUIREMENTS AND METHODS NEEDED FOR PROPER f N 2 _61» PERFORMANCE OF THE WORK NOTED ON THE PLANS. 2 _ 15. THE CONTRACTOR SHALL COORDINATE HIS ACTIVITIES WITH THE OWNER AND r ARCHITECT/ENGINEER DURING CONSTRUCTION. _. . ....._"_ _. .. .... ._ .._....__,_ _", ... _ 2)2x12 GIRDER DEMOLITION NOTES: NEW CONSTRUCTION 42 o" 1. THE CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS AS REQUIRED TO COMPLETE _ i ? 11 '-32" o FPROPOSED DEMOLITION AND REMOVAL OF ALL ITEMS AS SHOWN OR NOTED ON THE DRAWINGS. """.._._"" " f" STAIR 2. THE CONTRACTOR SHALL FURNISH A SYSTEM OF TEMPORARY LIGHT AND POWER i THROUGHOUT THE SPACE UNDER DEMOLITION'S REQUIRED TO PERFORM HIS WORK. M 3. UPON COMPLETION OF DEMOLITION WORK, THE CONTRACTOR SHALL PROVIDE THAT ALL 42" AREAS BE LEFT BROOM CLEAN. i 4. ALL ITEMS NOT BEING REUSED, OR RETURNED TO THE BUILDING SHALL BE REMOVED FOR ""� = =' 42" THE PREMISES 5. THE CONTRACTOR SHALL REMOVE ALL WALL CONDUITS LEFT AFTER WALL DEMOLITION, _ EX. DINING AREA INCLUDING SWITCH BOXES, PLATES, BRIDGES, OR ANY OTHER TELEPHONE OR ELECTRICAL I WIRING AND EQUIPMENT. : ' j N 0 N EX. FAMILY ROOM EX. CL. I 00 FRAMING NOTES: UNHEATED GARAGE 1. ALL STRUCTURAL LUMBER TO BE GRADE STAMPED DOUGLAS FIR LARCH NO. 2 OR BETTER. I I S 5 SIZED AS INDICATED ON THE PLANS _ •., I ..........................`.._...._.._...- 19'-1/2» 2. PLYWOOD DECKING AND SHEATHING TO BE APA' RATED EXTERIOR GRADE 1/2" (MIN THICKNESS) PLYWOOD @ ROOF SHEATHING - 3/4" WALL SHEATHING .a - 3. ALL COMPONENTS SHALL BE ANCHORED AND CONTINUOUSLY CONNECTED FROM THE ( `j FOUNDATION TO THE ROOF TO PREVENT COLLAPSE OR PERMANENT LATERAL MOVEMENT UNDER WIND FORCES EX. CL NOTE: o ' 4. ALL FASTENERS AND CONNECTORS INCLUDING NAILS, BOLTS, STEEL WIND ANCHORS, AND I TRUSS PLATES ARE TO BE HOT DIPPED GALVANIZED ` n ' PER SECTION R309, ALL � 5. ALL RAFTERS SHALL BE ANCHORED TO FRAMED WALLS WITH "HURRICANE CLIPS" © 16" ON g GARAGE WALLS AND ._. "_.�.."„__._..- ..___.._. .....___ �..�... _�, f .....___._�......___.....-_.... ... m- CEILING TO RECEIVE MIN. CENTER 6. ANCHOR BOLTS SHALL BE 1/2" 0 ® 4'-0" O.C., 12" MAX. FROM CORNERS W/ (2) 2x8 _._.,..._ _..,.. , w . .._ _ _, .m __.. . „__.,,.".,,,,_....,,.. _ _..,__.m_,. ._.."... _ 42 ___..... _.._..__._. 42 � THICK 'TYPE X , _,__.._._ .._, GYPSUM WALLBOARD IN TREATED SILL PLATES. ACCORDANCE WITH ELECTRICAL NOTES: SECTION R805.1/R702.3. 1 . THE CONTRACTOR SHALL PROVIDE LABOR, MATERIALS, EQUIPMENT AND APPLIANCES, AND co`b PERFORM ALL OPERATIONS FOR THE PROJECT. I ^� 2. THE INSTALLATION SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE, ALL REQUIREMENTS PER AUTHORITY HAVING JURISDICTION. 3. ALL ELECTRICAL EQUIPMENT SHALL BE U/L APPROVED. , 8x7 OVERHEAD DOOR 8x7 OVERHEAD DOOR 5'-6" 9' 5'-6" 20' FIRST FLOOR PLAN N SCALE: "= 1 '-0" U L 00 3/26/15 MF AS PER COMMENTS FROM THE TOB BLDG. DIV. CFD DATE BY DESCRIPTION APPROV. BY REVISIONS 2060 GABRIELLA COURT 3 SOUTHOLD, SUFFOLK COUNTY, NEW YORK BUCKLEY RESIDENCE U C U y .SOF NE N FIRST FLOOR PLAN o�d G. o PD � 4; * r ; �� L. K. IVIcLEAN ASSOCIATES, P.C. co Ln ;' Nsu�TINo ENGINEERS aS 437 SOUTH COUNTRY RD, B�ooKHAVEN, NYORK 1171a N o1 ,y Designed By: JMC,CFD Scale: AS NOTED DRAWING O .Gr+FM Ln N u=� � �- Drown W. MF pate• NOVEMBER 2014 A 1 --,,,, L i Approved By: RGD Flee No.: 14075.000 11 '-6" 8' A 2'-9' 3020 ' PROPOSED UTILITY CHASE C) O E EX. CHIMNEY. TO REMAIN / ` OPTIONAL CLOSET �! MASTER BATHROOM1 EX. WALL TO BE REMOVED I 00 52" (OPTIONAL) I 1 2 to 1 _1204 32 I O wm _ EXISTING N 32» 52» E f= WALL TO BE qp de71-911 10 REMOVED. NEW PARTITION 3' ® x WALL MATED SIN rn TO EXISTINGq� c , d O I l-/% // s s' f 4 PROPOSED 4' SIN o i � HIGH WALL �o EXISTING 6, I WALL & d' °° DOOR TO BE d EX. WALL TO t ' HALLWAY REMOVED. j BE REMOVED I _.3,,. MASTER BEDROOM VAULTED CEILING ABOVE I ' CLOSET N I i I 1LX I6 —72 i f I _. .. ..... I ... .............._._._._...._�_......___._....._.__ LINE OF VAULTED CEILING O i o I ,- 5 �N 11'-7„ I to 52 I 2 I I `0 I I 2050 3050 2050 3' 3' 39-3" A 3'-9" 12'-6" 3'-9» 01 Q 20' 7 01 0 0 DATE BY DESCRIPTION APPROV. BY N REVISIONS Q SECOND FLOOR PLAN 2060 GABRIELLA COURT SCALE: "= 1'-0" SOUTHOLD, SUFFOLK COUNTY, NEW YORK N BUCKLEY RESIDENCE � j��°�E� SECOND FLOOR PLAN 4a a L. K. McLEAN ASSOCIATES, P.C. L 0 , f CONSULTING ENGINEERS 437 SOUTH COUNTRY RD.. BROOKFIAVEN, NEW YORK 11719 CN 0 o '. '� 5 ��' �:r' Designed By: J M C,C F D scale: Ln AS N O T E D DRAWING �. QF g10 N o �_ Drown By: MF Date: NOVEMBER 2014 A2 L Approved ay: R G D File No.: 14075.000 2x8RIDGE CONTINUOUS RIDGE VENT 2x6 RAFTERS @ 16" O.C. DOUBLE 2X10 y RIDGE 2x6 COLLAR TIES CSD 32" O.C. 2x8 RAFTIERS ® 16" O.C. oo 12 5/8" CDX PLYWOOD SHEATHING _ ATTIC (VENTEDA 1 4 30# BUILDING FELT 25 YEAR ASPHALT SHINGLES 12 (TYP. FOR ALL ROOFS) t\ V 2" CLEAR SPACE VENT 2x6 C.J. ® R-38 INSULATION CHANNEL 16" O.C. - - - r _ n ��, ` l )1 �' `' BOARD . WALL 1 -�nn n1 I i 2x6 VINYL COVERED NI )ll )LH R-22 INSULATION V , 1 ) 2ND FLOOR CEILING DOUBLE 2x10 HEADERALIGN W. EXISTING R-38 INSULATION '/ R-19 INSULATION �" GYP. WALL / BOARD 2;x6 DOUBLE 2x6 C.J. @ 16" O.C. // // TOP PLATE 2x4 DOUBLE TOP PLATE 2X6 C.J. 2x4 DOUBLE TOP PLATTE 12 VENTED VINYL 16" O.C. SOFFIT (MATCH EXISTING) 2x4 INTERIOR WALL �� 2x4 INTERIOR WALL M.R. GYPSUM f 2x6 EXTERIOR WALL BOARD WITH IN MASTER —100BATHROOM R-19 INSULATION BEDROOM I C.L. MASTER BATH = 1/2" PLYWOOD SHEATHING 00 (MATCH EXISTING) 4" VINYL SIDING 2'-112" 8'-62 (MATCH EXISTING) R-19 INSULATION 2x4 BOTTOM PLATE #15 BLDG. PAPER 2x4 BOTTOM PLATE T&G CDX PLYWOOD 2X12 F.J. @ 2" CLEAR SPACE VENT (MATCH EXISTING) 12" O.C. 2x6 BOTTOM PLATE CHANNEL _ / / = 2ND FLOOR F.F. p '1 j' ( 11 l`1 1` I�1 lit l` ` 11 l 2x12" RIM BOARD ALIGN W EXISTING 2x6 VINYL COVERED / ,l 2x6 DOUBLE TOP PLATE 2x6 DOUBLE TOP PLATE 2x6 EXTERIOR WALL R-38 INSULATION s " GYP. WALL FIRE BLOCKING AT 2x6 INTERIOR WALL FIRE BLOCKING AT BOARD WITHIN MID—SPAN MID—SPAN GARAGE 12" VENTED VINYL SOFFIT MATCH EXISTING 16'-8" = 12'-11' DOUBLE 2x12 HEADER ABOVE GARAGE DOORS _ Sao GARAGE 0 MUDROOM ' UNHEATED o R-19 INSULATION 2x10" RIM BOARD2x6 BOTTOM PLATE = 2x10" RIM BOARD 2x(6 BOTTOM PLATE 2X10 F.J. ® 16" O.C. "' T&G CDX PLYWOOD = 2x6 ACQ SILL PLATE W/ (WATCH EXISTING) TERMITE SHIELD & SILL SEAL R-38 INSULATION ----- PITCH A"/FT MIN. `' GRADE n � � _ -,7 � n CRAWL SPACE GRADE a ° zl < BOTTOM OF FOOTING ELEVATION —3'-0" MIN. ° COMPACTED SUBGRADE o TYPICAL„ SECTIN 3 /26/15 MF AS PER COMMENTS FROM THE TOB DIV. OF BLDG. CFD SCALE: = 1,-0,, DATE BY DESCRIPTION APPROV. BY REVISIONS 2060 GABRIELLA COURT SOUTHOLD, SUFFOLK COUNTY, NEW YORK i °' BUCKLEY RESIDENCE E _. N t ° NEkz,r SECTIONS Fod G. ® w 0 ;CO ` L. K. McLEAN ASSOCIATES, P.C. m , k. t *� Ln 0 0 Y {may. CONSULTING ENGINEERS 437 SOUTN COUNW RD., MMOKHAVEN, Nom/ YORK 11719 N O o �0 56��' �� Designed By: J M C,C F D Scaie: AS NOTED DRAWING Ln N O rFSJ1�'��Env L 0 C Drown By: MF Date: NOVEMBER 2014 Approved By: RGD File No.: 14075.000 /—� CONTINUOUS RIDGE VENT I 12 12 12 12 12 •\tel _... _...__. . .". _ _.._... ... 05 3050 05 2050 2050 12" O.H. (TYP.) 2 0 2 _.._....,._.. _ __ _... _._ . .. ..__.....W,W.,__..... „ / .._... . 12 --; 12 .. ...__ ..M: . VINYL SIDING (TYP.) 3050 3050 3050 __. _ ____.. __...._._ _____ . .__...... ._...__...... . ....... .._ _ ..- GRADE SLOPE GRADE SLOPE AWAY MINIMUM 5% 6" PER 10') WEST ELEVATION SCALE: �"= 1'-0" SOUTH ELEVATION SCALE: "= 1 '-0" 12 w,__,.......__ ........ ... .._.. .. _. _._,m,....._.... .... .... . _...___....._.... ._. , 12 3020 I. I .......... ...............I _ .. . ._ I _.............................. . _ _..... ._........ .............._...... .,... ._._..__.. -- _, ........,.._..:. , 3068 0 El 3068 0 3068 0 _. _ wW _.:..._ _........... .._.. ..:.... ..._.. 3 NORTH ELEVATION 00 EAST ELEVATION SCALE: "= 1 '-0" V) SCALE: "= 1'-0" 0 3/26/15 MF AS PER COMMENTS FROM THE TOB BLDG. DIV. CFD 410 DATE BY DESCRIPTION APPROV. BY w REVISIONS 2060 GABRIELLA COURT NOTES: WINDOW SCHEDULE: 3 SOUTHOLD, SUFFOLK COUNTY, NEW YORK 1. SEE SECTION FOR ADDITIONAL INFORMATION 3050 - ANDERSON MODEL# TW210410 3020 - ANDERSON MODEL# TW210210 BUCKLEY RESIDENCE 2. ALL EXTERIOR TRIM EAVES RAKES, FRIEZE, CORNER, �, (EAVES, 3028 - ANDERSON MODEL# TW21032 0�N� WINDOW, ETC.) TO BE VINYL. 2050 - ANDERSON MODEL# TW20410 ;""�� pd G.y ELEVATIONS 0. 3. ASPHALT SHINGLES TO BE INSTALLED W/ MINIMUM (6) * r , at • W ; m SIX NAILS PER SHINGLE (TYPICAL HIGH WIND DETAIL PER L. K. McLEAN ASSOCIATES, P.C.�► .,, CONSULnNc ENGINEERs � sovrii coutmrr RD., eRoo�uwa, �W YORK 11719 0 o MANUFACTURER). , aW y FEE N o 56y6.`' rG�� ° Designed B)r JMC,CFD Scale: AS NOTED DRAWING N o0� $Sta�P Drown By. M F Date: NOVEMBER 2 014 L A4 a. Approved By: RGD File No.: 14075.000