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Home My WebLink About40192-Z ��o,,ps�FFQ�'fcaG Town of Southold 4/25/2017 o. P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38915 Date: 4/25/2017 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2240 Paradise Point Rd, Southold SCTM#: 473889 Sec/Block/Lot: 81.-3-19.6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/30/2015 pursuant to which Building Permit No. 40192 dated 10/20/2015 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: one family dwelling with unfinished basement, covered front and side entries and rear raised terrace as applied for. The certificate is issued to Petrocelli,John&Joan of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-15-0024 4/11/2017 ELECTRICAL CERTIFICATE NO. 40192 1/24/2017 PLUMBERS CERTIFICATION DATED 1/31/2017 Matti ck Plu ing r A o ' Signature �� 511EFt1d��D�.A Town of Southold 4/25/2017 P.O.Box 1179 co 53095 Main Rd �A�, �c,�� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38916 Date: 4/25/2017 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 2240 Paradise Point Rd, Southold SCTM#: 473889 Sec/Block/Lot: 81.-3-19.6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/30/2015 pursuant to which Building Permit No. 40192 dated 10/20/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory three car garage as applied for. The certificate is issued to Petrocelli,John&Joan of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40192 1/24/2017 PLUMBERS CERTIFICATION DATED th ' ed Signature �vat Fklr TOWN OF SOUTHOLD .� ��oy BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy . 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#: 40192 Date: 10/20/2015 Permission is hereby granted to: Petrocelli, John 250 Manor Rd Huntington, NY 11743 To: construct a new single family dwelling and a new accessory garage as applied for per Trustees, DEC and SCHD approvals. Two COs required. At premises located at: 2240 Paradise Point Rd, Southold SCTM # 473889 Sec/Block/Lot# 81.-3-19.6 Pursuant to application dated, 9/30/2015 and approved by the Building Inspector. To expire on 4/20/2017. Fees: CO -ACCESSORY BUILDING $50.00 CO -NEW DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,712.80 $637.60 T 1: $2,450.40 di Inspe Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 1 / APPLICATION FOR CERTIFICATE OF OCCUPANCY I 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 Dat 10 New Construction: Old or Pre-existing Building:: (check one) Location of Proper�C:-_ ,, / � keV • 4fi�/�_Iktc, House No. Street Hamlet Owner or Owners of Property-%, �G� 3.7 / (/—.fL-rx 2 Ca C (l r Suffolk County Tax Map No 1000, Section Block Lot Subdivision / Filed Map. Lot: Permit No. L10 ( Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 67 plicant Signature S ho��pF SOVr��l - 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 �o • �o roper.richert(aD-town.southold.ny.us Nil, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Petrocelli Address: 2240 Paradise Point Road City: Southold St: New York Zip: 11971 Building Permit#: 40192 Section: 81 Block: 3 Lot. 19.6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: REP Electric License No: 46288-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 300A Heat Duplec Recpt Ceding Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel 2-150 A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 100A A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 60 Switches Twist Lock Exit Fixtures TVSS Other Equipment: 3- Combination Smoke/CO Detectors, 1- 30A Cook Top, 1- 50A Oven, 3- Exhaust Fans, 16 Landscape Lights, 10 ARC Fault Circuit Breakers. Notes: Inspector Signature: Date: January 24, 2017 0-Cert Electrical Compliance Form.xis t 1 OF Telephone(631)765-1802 ` Par UMII 7fi&(MM.. P.O.Box 1179 Southold,NY 11971-0959 IBUMDIlNG DEPARTMENT - DD TOWN OF SOLITHOILD FEB 1 7 2017 BUILDING DEPT. CERTIFICATION TOWN OF SOUTHOLD Date: 1 /-6 ( /1 -7 Building Permit No. Owner: fe&m G�9—a` (Please print) Plumber: a ��v� �u/n A (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ` (Plumbers Signature) Sworn to before me this I byo --�OlnlV 20JI-11_ CHELSEA I. =DUNE Notary Public, S1;;a c;""ew York Registra,,nn {Fig;.-H'16287106 Qualified In Su;ro;k County Commissl6 i=,wires l,ugust 5,2017 Notary Public, SV--.,.County OF SOUly�lo UMY,N 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: fen:: OF or DATE INSPECTOR l� oF so�lyolo coUNiY, TOWW OF SOUTHOLD BUILDING DEPT. 765-1802 J"PECTION- I UNDATION 1ST- [ ] ROUGH 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: DATE., �� INSPECTOR 1 o � �O��OF SO(/lyOlo o�yC NiV,�� T WN OFISOU OLD BUILDING DEPT. 765-1802 SPECTION [ ] FOUND ION AST [ ] ROUGH PLUMBING [ IF NDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR r OE SOpT�o� , `ycoOMY,� TOWN OF S-OUTHOLD BUILDING DEPT. 765-1602 INSPECTION , [ ] FOUNDATION 1 ST [ ] ROUGH- 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: l DATE l INSPECTOR r SOUlyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' [ ] FOUNDATION 1ST [ ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: f DATE OS /�' 1G INSPECTOR 1 SOUryolo TOWN OF SOUTHOLD BUILDING -DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R GH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE Og OG /G INSPECTOR ' pf SO(/Tyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) REMARKS: DATE � - INSPECTOR�� r IkltfSDl/I COUNT1,� 'TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] !PSULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL�(ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: , �► f - s{w,� o" pJhAnj—>1A Y DATE AI�' 'ZDl INSPECTOR SOUT,yo ��'YOOUM'1 N� TOWN OF SOUTHOLD BUILDING DEPT. 765-18®2 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATEZv INSPECTOR 620 OSTRANDER AVENUE RIVERHEAD, NY 11901 631-599-8106 August 18, 2016 Town of Southold Building Department Town Hall Southold, NY 11791 Attention: Michael Verity RE: Building Permit # 40192; Petrocelli Residence 22 Paradise Point Road, Southold, Town of Southold, NY Dist. 1000, Sec. 81, Blk. 03, Lot 19.6 Dear Mr. Verity: As requested by Jack Petrocelli, I personally visited his new home construction site on August 18, 2016 to verify the wind strapping at the above address. At that time, the building was framed and shingled. I was able to see some of the plate and rafter strapping and was given photographs of the other strapping (exterior wall, roof, ridge etc.) which I believe accurately represent the work. The structural framing changes substituting the main ridge post with (3)2x8's in lieu of (4)2x8's and revising the East window header to (2) 2x 10 (in lieu of microlams) do not diminish the structural integrity of the building and are acceptable to me. Based on these observations, I approve these revisions and believe that the strapping and is acceptable and in accordance with the Residential Code of New York State. The flat ceiling insulation will be changed to R38 and we have provided a revised REScheck form which coincides with the work to date and indicates the flat ceiling insulation will be revised from R-30 to R-38. Please contact me with any questions. �.1 0 NEW , yf Robert C. Tast, Architect �® �� AUG 2 5 2016 RCT/ �EREb ARG ®�dL cc: Jack Petrocelli BUILDING DEPT. TOWN OF SOUTHOLD n ANCHHYMOT 620 OSTRANDER AVENUE RIVERHEAD, NY 11901 631-599-8106 August 19, 2016 Town of Southold Building Department Town Hall Southold, NY 11791 Attention: Michael Verity RE: Petrocelli Residence 12 Paradise Point Road, Southold, Town of Southold, NY Building Permit # 40192 Dist. 1000, Sec. 81, Blk. 03, Lot 19.6 Dear Mr. Verity: Please be-advised that on August 18, 2016 I visited the new home under construction at the above site to observe the completion, of the fireblocking and sealing. The concealed openings were fireblocked and openings at cables, piping etc. were sealed with a fire caulking. In addition the shoe plates were sealed at the floor sheathing intersection and at the visible wall sheathing intersection with a silicone sealant. Based on these observations, I believe that the fireblocking work is in accordance with the Section R602.8 of the Residential Code of New York State. cerely, OF NEW �O Robert C. Tast, Architect RCT/ cc: Jack Petrocelli ss o �i�rFRED AR�'�®�� D D AUG 252016 BUILDING DEPT. SOWN OF SOMOLD ROBERT C. TA379 ARCHOTECT 400 OSTRANDER AVENUE RIVERHEAD, NY 11901 DD 631-599-8106 F EB 1 7 2017 February 14, 2017 BU,9 D PdO DEPT' TO V,iN OF SOUTHOLD Building Department Town of Southold Town Hall, Box 1179 Southold, NY 11971 Att: Mr. Michael Verity RE: Petrocelli Residence 2240 Paradise Point Road Town of Southold Permit # 40192 Dear Mr. Verity: This is to certify that I have reviewed and approve the revisions to the Living Room East wall framing at the above residence. Additional steel support was added to the jack studs and the heavy timber truss is fastened to the gable studs. Attached is revised Drawing A-2 dated February 8, 2017 documenting this revision. Please contact me with any questions. Sincerely, - OF NEW- �1P�E Yd � CH,gR,e�� 'P,f Robert C. Tast 41.0 c/STEREO AR��''�1. Cc: Mr. Jack Petrocelli c r o moms,__ r r �i !_.....r. _ r_r rr MWOM M.—Ill ob ��•---- �� ' _ /'moi► � �. -� Ml IN$UL,ATIO � -- STATE ENERGY rr i OP 1.0 . AWWRMW&MAWw a c • I"Mill '�-✓f Wl�.�', MOM ��'�► ' `�,is TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 �j Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 120 Single&Separate Storm-Water Assessment Form f Contact: Approved 120 Mail to: Disapproved a/c CR) Phone:43 Exp'ratien �_ i ding Inspector SEP 30 2015 fU' PPLICATION FOR BUILDING PERMIT RL'DG DEPr Date August 28 , 2015 -- ')V,,N O ';01'f!!0`F,' s INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. ,f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone.Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. J. Petrocelli Contracting, Inc. (Signature of applicant or name,if a corporation) 100 Comac Street, Ronkonkoma, NY 11779 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Owner/General Contractor Name of owner of premises Mr &Mrs. John Petrocelli (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. 11-3036151 /2561-H Plumbers License No. 2366-MP Electricians License No. 46288ME Other Trade's License No. 1. Location of land on which proposed work will be done: 2240 Paradise Point Road Southold House Number Street Hamlet County Tax Map No. 1000 Section 81 Block 3 Lot 196 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy N/A b. Intended use and occupancy Residential NZA-J A--C 3. Nature of work(check which applicable):New Building X Addition Alteration Repair .-Removal Demolition Other Work (Description) 4. Estimated Cost $700,000 00 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 5 Number of dwelling units on each floor 1 If garage, number of cars 4 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Summer Occupancy 7. Dimensions of existing structures, if any: Front Rear Depth N/A Height 18 feet Number of Stories 1 Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 67' Rear 67' Depth 36-10" Height 20' Number of Stories 1 9. Size of lot: Front 175' Rear 173.23' Depth 919 44' 10. Date of Purchase 35 yrs ago Name of Former Owner C. Ward 11. Zone or use district in which premises are situated Residential 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO X 13. Will lot be re-graded?YES X NO Will excess fill be removed from premises?YES NO X 14.Names of Owner of premises John Petrocelli Address 250 Manor Road,Huntington,NY 11743 Phone No. (631)427-4398 Name of Architect Robert C Tast AIA Address 400 Ostrander Ave,Riverhead,NY 11901Phone No(631)599-8106/(631)727-1144 f Name of Contractor Petrocelli Contracting, Inc Address 100 Comac St,Ronkonkoma,NY 1177"Phone No.(631)981-5200 ' 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES x NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES X NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Suffolk ) John Petrocelli being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Corporate Officer/Owner (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 28th day of August 2015 ary Public JUDITH GLUCK Signature of Applicant Notary Public,State of Now York No. 01 GL6017987 Qualified in Suffolk County commission Expires December 21.2018 or am BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 8603 DATE: MAY 20,2015 ISSUED TO: JOHN PETROCELLI,SR. PROPERTY ADDRESS: 2240 PARADISE POINT ROAD, SOUTHOLD SCTM#81-3-19.6 AUTHORIZATION Pursuant to the provisions of Chapter 275'of the Town Code of the Town,of Southold and in, accordance with the Resolution of the Board of Trustees adopted at the meeting held on`May 20,2015 and in .consideration of application fee in the sum of$250.00 paid by John&Joan Petrocelli and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to construct a 1,892sq.ft. one story single-family dwelling with a 7'x12' front porch and a 14'x201 rear patio; install a sanitary system on the south side of the dwelling; install gutters to leaders to drywells'to contain roof runoff; installation of a driveway with drywells to contain,runoff-, a line of staked hay bales with silt fencing to,be installed prior to And during construction; and construct a 5 wide set of bluff stairs to beach with attached 100sq.ft. deck;with the,condition to establish and subsequently maintain a 10' wide non-turf buffer along landward edge of top of bluff-, and as depicted on the survey prepared by John C.Ehlers Land Surveyor, last dated May 11,2015 and stamped approved on May 20,2015. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. FQJ HP LaserJet 400 M401 PCL 6 (Copy 2) LANU'RECORDOC12 RECEIPT Suffolk County Clerk JUDITH A. PASCALE County Clerk Receipt Number 15-0128205 Payor Name JOHN PETROCELLI ----------------------------------- DESCRIPTION TRANS AMOUNT ----------------------------------- Type of Instrument: DECLARATION Page/Filing $25 . 00 Handling $20 . 00 COE $5 . 00 NYS SRCHG $15 .00 TP-584 $0 . 00 Notation $0 . 00 Cert.Copies $6.25 RPT $60 . 00 Fees Paid $131 .25 ` - LIBER D00012833 PAGE 098 DATE: 09/21/2015 TIME: 02 :27 : 49 PM ----------------------------------- RECEIPT TOTAL $131 .25 CHECK AMT PAID $131 .25 TOTAL AMOUNT PAID $131 .25 CHECK REFUND $0 . 00 ----------------------------------- COMMENTS CC#: C15-38090 =E COUNTY CLERK'S OFFICE STATE OF NEW YORK COUNTY OF SUFFOLK I, JUDITH A. PASCALE, Clerk of the County of Suffolk and the Court of Record thereof do hereby certify that I have compared the annexed with the original DECLARATION recorded in my office on 09/21/2015 under Liber D00012833 and Page 098 and, that the same is a true copy thereof, and of the whole of such original. In Testimony Whereof, I have hereunto set my hand and affixed the seal of said County and Court this 09/21/2015 SUFFOLK COUNTY CLERK JUDITH A.PASCALE SEAL v f i I IIIIIII IIII VIII VIII VIII VIII VIII VIII VIII IIII III I 1111111 VIII VIII IIII IIII SUFFOLK COUNTY CLERK -RECORDS .OFFICE RECORDING PAGE Type of Instrument: DECLARATION Recorded: 09/21/2015 Number of Pages: 5 At: 02 :27 : 49 PM Receipt Number : 15-0128205 LIBER: D00012833 PAGE: 098 District: Section: Block: Lot: 1000 081 . 00 03 .00 019.006 EXAMINED AND CHARGED AS FOLLOWS. Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $25 . 00 NO Handling $20.00 NO COE $5 . 00 NO NYS SRCHG $15.00 NO TP-584 $0 . 00 NO Notation $0.00 NO Cert.Copies $6.25 NO RPT $60 .00 NO Fees Paid $131 .25 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County i uu �Jumber of pages RECORDED 2015 `yep 21 02.-2,1e.49 PI-1 This document will be public JUDITH H. PASCALE record. Please remove all CLERK OF SUFFOLK COUNTY Social Security numbers L D00012833 prior to recording. p 098 Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 FEES Page/Filing Fee :5 Mortgage Amt. 1.Basic Tax Handling 20. 00 2. Additional Tax TP-584 Sub Total Notation Spec./Assit. or EA-5217(County) Sub Total Spec./Add. EA-5217(State) TOT.MTG.TAX Dual Town Dual County R.P.T.S.A. b� � pp Held for Appointment Comm.of Ed. 5. 00 Transfer Tax Affidavit- Qe =u+ Mansion Tax The property covered by this mortgage is Certified Copy U0 or will be improved by a one or two NYS Surcharge 15. 00 0/_ family dwelling only. Sub Total t,�'- YES or NO Other Grand Total 4 If NO, see appropriate tax clause on page# of this instrument. � _f 3007170 1000 08100 0300 019006 4 Dist. 1000 i S Community Preservation Fund Real Property R CWFI IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Consideration Amount$ �z Tax Service 21-SEP-15 Agency CPF Tax Due $ Verification Improved 6 Satisfactions/Discharges/Releases List Property Owners Mailing Address RECORD&RETURN TO: Vacant Land TD Petrocelli Contracting 100 Comac Street TD Ronkonkoma,NY 11779 TD Mail to:Judith A.Pascale,Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name www.suffolkcountyny.gov/clerk Title# 8 Suffolk County Recording & Endorsement Page This page forms part of the attached DECLARATION made by: (SPECIFY TYPE OF INSTRUMENT) John Petrocelli, Sr. The premises herein is situated in SUFFOLK COUNTY,NEW YORK. TO In the TOWN of Southold Town of Southold In the VILLAGE or HAMLET of Southold BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIORTO RECORDING OR FILING. over -Y DECLARATION OF COVENANTS THIS DECLARATION made this ! "I� day of 20�_, by John Petrocelli Sr.' and Joan Petrocelli, residing at 100 Comac Street, Ronkonkoma, NY 11779, hereinafter referred to as "DECLARANT (S) ": W I T N E S S E T H : WHEREAS, DECLARANT(S) is/are the owner (s) of certain real property located on 2240 Paradise Point Road, Town of Southold, County of Suffolk, State of New York, described in the Suffolk County Tax Map as District 1000, Section 81 , Block 03 , Lot 19. 6 which is more particularly bounded and described as set forth in Schedule "A" annexed hereto, hereinafter referred to as the Property; WHEREAS, the Property is situated on lands within the jurisdiction of the Board of Trustees of the Town of Southold (hereinafter the "Trustees") pursuant to Chapter 275 of the Town Code of the Town of Southold or its successor, and various activities conducted upon the property may thus be subject to the regulation and approval of the Trustees prior to being conducted; WHEREAS, the DECLARANT(S) therefore made application to the Trustees for a permit pursuant to the Wetlands Law of the Town of Southold to undertake certain regulated activities; and WHEREAS, as a condition of the granting of a Wetlands Permit to undertake such regulated activities, the Trustees required that a 10-Foot Wide "non-turf buffer" adjacent to and landward of top of bluff; NOW, THEREFORE, the DECLARANT(S) do/does hereby covenant and agree as follows: 1) Upon the substantial completion of the aforementioned permitted activities there shall be established and subsequently maintained 10-foot wide "non-turf buffer" as defined by Chapter 275 of the Town Code; and as depicted on the survey last dated May 11, 2015 and stamped approved on May 20, 2015, see Exhibit A attached; and 2) These covenants shall run with the land and shall be binding on the DECLARANT(S) , his/her/their heirs, assigns, purchasers, or successors in interest and may only be modified after a public hearing and upon resolution of the Trustees. IN WITNESS WHEREOF, the(n , owner(s) has/have duly executed this instrument this N day of e.N. �� ` , 20 1°"9 / OWNER'S SIGNATURE i OWNER'S SIGNATURE OWNER'S NAME OWNER'S NAME STATE OF rsss::, COUNTY OF �L jC.tL On the qday of �� ) ��%(�J , in the year 20 6 , before me the undersign a Notary Public in and for said State, personally appeared -4 —tLdI ( GL (Jkpersonally known to me or proved to me on the basis of satisfactory evidence to be the individual (s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity, and that by his/her/their signature (s) on the instrument, the individual or the persons on behalf of which the individual(s) acted, executed the instrument. JUDITH GLUCK C L Notary Public,State of Now York No.01GL6017987 / otary Public Qualified in Suffolk County Commission Expires December 21,20 2 SCHEDULE "A" ALL that certain plot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being in the Town of Southold, County of Suffolk and State on New York, being more particularly bounded and described as follows: BEGINNING at a point on the easterly side of Paradise Point Road, at the south westerly corner of the premises herein described and being 2,059 feet northerly from the northeasterly corner of Paradise Point Road and Cedar Beach Road when measured along the easterly line of Paradise Point Road and from said point of beginning; RUNNING THENCE North 10 degrees 15 minutes 00 seconds East along the easterly side of Paradise Point Road 145.37 feet to land now or formerly of Callis; 1 '�" reeS 1D SdS G I-c,,�n�9 Sa ick i`a-z'r``d's TO emce Norte -1� Yhiq 59 THENCE easterly along said land now or formerly of Callis the following four courses: act . to (1) South 69 degrees 55 minutes 00 seconds East 280.67 feet, (2) South 49 degrees 22 minutes 30 seconds East 131.57 feet, (3) North 80 degrees 26 minutes 35 seconds East 93.33 feet, (4) South 69 degrees 55 minutes 00 seconds East 480.44 feet to tie line along average high water mark of Southold Bay; THENCE South 24 degrees 33 minutes 00 seconds West, along said high water mark 173.23 feet to land now or formerly of N H Sag LLC; RUNNING THENCE North 69 degrees 55 minutes 00 seconds West along said land now or formerly of N H Sag LLC 919.44 feet to the easterly side of Paradise Point Road at the point or place of BEGINNING. BEING AND INTENDED TO BE the same premises as conveyed to John Petrocelli and Joan Petrocelli, his wife, by deed dated May 20, 1982 and recorded in the Suffolk County Clerk's office at Liber 9185 page 219. ® F SOUr�o� Michael J. Domino,President Town Hall Annex John M.Bredemeyer III,Vice-President 54375 Route 25 P.O. Box 1179 Charles'J.Sanders vs Southold, New York 11971 Glenn Goldsmith � ® �Q T og A.Nicholas Kmpski l�c'®U 7 LT V Di MAR 3 1 2017 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BUILDING DEPT. CERTIFICATE OF COMPLIANCE TOWN OF 50iJTIIOIJD # 1324C Date: March 30, 2017 THIS CERTIFIES that the construction of a 1,892 sq. ft. one story single-family dwelling with a 7'x12' front porch and a 14'x20' rear patio,• install a sanitarysystem on the south side of the dwelling; install gutters to leaders to dMyells to contain roof runoff, installation of a driveway with drywells to contain runoff, a line of staked haybales with silt fencing to be installed prior to and during construction,• and construct a 5' wide set of bluff stairs to beach with attached 100 sq. ft. deck; with the condition to establish and subsequently maintain a 10' wide non-turf buffer along landward edge of ton of bluff, J At 2240 Paradise Point Road, Southold Suffolk County Tax Map#1000-81-3-19.6 Conforms to the application for a Trustees Permit heretofore filed in this office Dated February 13,2015 pursuant to which Trustees Wetland Permit#8603 Dated May 20,2015,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for construction of a 1,892 sq. ft.one story single-family dwelling with a Tx 12' front porch and a 14'x20' rear patio,• install a sanitary system on the south side of the dwelling; install gutters to leaders to d yells to contain roof runoff, installation of a driveway with drywells to contain runoff, a line of staked haybales with silt fencing to be installed prior to and during construction; and construct a 5' wide set of bluff stairs to beach with attached 100 sq. ft. deck; with the condition to establish and subsequently maintain a 10' wide non-turf buffer along landward edge of ton of bluff. The certificate is issued to JOHN PETROCELLI, SR. owner of the aforesaid property. Authorized Signature A NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION o Facilitv.DEC ID 1-4738-04391 4 N-YSDEC Approval By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator:LAURA J SCOV �O,Deputy Rego ftimit Administrator a`49�:Sw Address: NYSD @A6'4 EGION 1 HEADQUARTERS fi SAW @ STONY BROOK1150 C CLE RD TONY BR. OK,NY 117 0 34,9 9 ` kyr'•� �,f` Authorized Si iature: G� � Date Al Distribution List OAF :� LAND USE ECOLOGICAL SERVICES INC - Hab ht-TW LAURA F STAR ��'...LTi.•�v�:;r`�4s.;�rZ5.�i:.`•`3�r .x "q h -.•r."••i-..••c� a°!� t^� n ..7�,-•- '� '7 "F.' �, a•.:�•-7s-•r•vrp�'�.�.-'•�. -+�-1"'"...;.� -`a��c"'�.:a'�ti`', �. ^i-. ss��:�:s.::� .aas"3i.�"'�.r �..��;uii°..-ac'"r.rz>'z?'="��.•�•-�-a�.a�.�,.d:_,.�s..,, e'rmi -400 Cponents NAT_ 4"' �RESOURCE PERMIT CONDI P O S f� TyY�""�A'4a.,a�'#fC�la'N�'C�Ls.•w-•Y..4'+..'aS�:G,`�'f`.. ,� GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTICATION OF OTHER PERMITTEE OBLIGATIONS u� ay.'*.�; =c"iy-•'�y'< -c�,_.-+�:ti r�m..ro �-+.i x��>. y.a��- -.:sem-•.mss rn.-"��s^•�i�•r'ri"S"��a`Ta s7 Tw•^':. "a+`r",,-„� �"'.L=?f::43k.E�: NA`I L 2E RCT:'P RAT COl�1I)�TYO�S - Apply a 'ol7owing �i.:.=�'b:''��a;Fsr.�•.°rw:'=�..t"."�"5:'.:=�s'fi�'�".. :ca:.i '�.ts.- r�.- rt '�" a� ws r:.• � '� r".-".��'�i.�.-'".n5�'"•,�S>:";E:"lu�[�ii�4�?tew?'::;,:.At%i� T- . - 07 1. Post Permts,Sign The permit sign enclosed with this permit shall be posted in a conspicuous t,� location on the*orksite and adequately protected from the weather. 10 w ' L•Z� tJ` 2. Notice of Commencement At least 48 hours prior to commencement of the pr ject,the permittee and contractor shall sign Vol'- geturn the top portion of the enclosed notificationfCf certifying that they are fully aware of and underst ndtgll,,terms and conditions of this permit4'Within 30 days of completion of project, the bottom portion of the fd' must,,also be signedeaAd N urned along with photographs of the completed work. .3. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area (upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. Page 2 of 5 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION i `Facility DEC ID 1-4738-04391 t GENERAL CONDITIONS - Apply to ALL Authorized Permits: I . j1. Facility Inspection by The Department The permitted site or facility, including;relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department s of Environmental Conservation(the,Department)to determine whether the permittee is complying with ! this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). a The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and.special conditions,must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations. Unless expressly provided for by the Department,issuance of this permit does not modify, supersede or rescind any order or determination-previously issued-by the Department or;any of the terms,conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal,modification or transfer grainted by the Department must be in writing. Submission of applications for permit renewal,modification or transfer are to.be,submitted to: Regional Permit Administrator NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK,NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least M days before.permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications,Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or,supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; Page 4 of 5 . v NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04391 e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior-to actual transfer of ownership. NOTIFICATION OF,OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts-Legal-Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York,its representatives, employees, and agents ("DEC")for all claims, suits, actions, and damages, to the extent attributable to-the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with,'or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions,'or-damages to the-extent attributable to DEC's own,negligent or intentional acts or omissions; or to any claims,'suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice'L'aws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit TfieIpermittee is responsible for informing'its independent contractors, employees,agents and assigns of their-responsibility to comply with this permit, including all special conditions while.acting as the permittee's agent with respect to the permitted activities, and such persons shall be`subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize-the impairment of any rights, title,or interest-in real or personal property held or vested in a person not a party to the permit. Page 5 of 5 o�4g�f EO�,��PG Town Hall Annex Telephone(631-1802 54375 Main Road —t Fax(631)734-9502 P.O- Box 1179 � Southold, NY 11971-0959 BUILDING DERf;ft E' NT NOTICE OF UTILIZATION.OF- TRUSS TYRE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AN 011 TIMBER CONSTRUCTION Date: Owner:_ s Location of Property: �,� 1� R•. "d =,' s�<y ` Please take notice that the (check a uj tble'line): .. ! � L��'r'r•gRs'tr, L• ' l{ •l}�,12^'" s • v/ New residential structure Addition to existing'residential structure ; Rehabilitation to amexisting.residential structure s " y to be constructed or performed at the Wbr+��fi!`�rb'pet ix6flYrer ce above will utilize (check applicable line): r Truss type construction.(TT�:s' _ } L Y Pre-engineered wood.,poiStruettoh,,(PW), e/ Timber construction (TC) in the followirig location(s) (check applicable line): Floor framing, including;gir-ders.andrbciams(F),, Y Roof fr;rming(R)' Floor and roof framing (FR) Signature: Name (per son sub., .e.g this fermi): Capacity (check applicable line): Owner Owner representative TrussResReg15 docx Effective 1/1/2015 'T. 6" DIAMETE-R REr1;ECTIV9 RE-D — ��r_.. i e ROMAN ALPHANUMERIC 'PANTUN€ r -DESIGNA-TION.OF CONSTRUCTION (PMSJ 87 , TYPE BASOq;ON•SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE 2rr�1l1IN. REFLECTIVE WHITE . 14 1/2"l-STROKE --••-- -____ - i._ •._ :''I)ESiI�,;{i14C[' fii;FCfFt`�'i`E��C'T-lfit'Ai. ._ �-------..�.__-------,----_ _. ---- --- <�:: ' " ` . " .:.;�Pr�'��"�s�.(��.'�=�, EUS__:,:. _ '. :. ' . , . . - - , •--- -. • -- - 7`RUSS CORSTRIJCTION 4 J• "F" FLOOR FRAMING,INC-E[U:p GIRDERS AND B,EA(�IIS• - -FR" F OR AYi-6 &6-P-9 AMM G ALICE WTH 19 W.0 RR PART.126 5 4&q, c• OWN • i ,.. N3TTo� - C[]OEs aIV.l5lOIN EXAM PPE TRUSS IDEN11F1C; MON SIGH! DATF-03/0812005 u' ~ NEWYORK STATE DEPARTN4ENT OF STATE DIVISION OF CODE ENFORIEMENT AND A D[SII I N I S T I AT I O N ;QE PARXfSENTd (E : �pSUFr-Q�� Scott A. Russella SUPER`IISOR U, AMIAN A-G lEAMUENT SOUTHOLD TOWN HALL-P.O.Box 1179 m 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town n of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) 0 C7 2019 DOES THIS PROJECT INVOLVE ANY OF THE E 1FO1LlLOWING: Yes No (CHECK ALL THAT APPLY) ❑ j 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. �❑ E. Site preparation within the one-hundred-year floodplain as depicted - -on--FI-RM 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 & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent.Contractor,Other) S.C.T.M. #: 1000 Date. NAME. 01411 /�•C?7-A(:Jc f ( !� i wr.rt/ Section Block Lot / .Z L igneturd .x R.e-< Y � ` tr fi �ir+r.f t2 FOR. BUILDING DEPAI�L'FNILiti"f L�#; t)NL , Contact Informatiory/ !'� / �%�T 7_�O 7? 41 iameo„vwotxr � L/ Reviewed By tvr111VU11 - - — — — — — — — — — — — — — — — — — Date Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — — — Approved for proceaaung Building Permit Stormwater Management Control Plan Not Required Stormwater Management Control Plan i�Required (Forward to Engineering Department for Review) FORM " SMCP-TOS MAY 2014 APPLICANT S.0 T.M. #: 1000 (PSUFFQ CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) T p _ 3 iga Stormwater Management Control Plan CHECK LIST NAMJE (�1 � 1 h �}� Q C�L l'► Section Block Lot z S M C P -Plan Requirements Provide ONE copy of the Building Permit Application 31 Date: * The applicant must provide a Complete Explanation and/or Reason for not providing �t�s0 �� 5 ��z,�s�? all Information that has been Required by the following Checklist) iciialiiic ho c N i I A Site Plan drawn to scale Not Less that 60' to the inch MUSTIf You answered No or NA to any Item, Please Provide Justification Here! show all of the following items• YES NO NAIf you need additional room for explanations, Please Provide additional Paper a. Location & Description of Property Boundaries b. Total Site Acreage. 0 G c. Existing - Natural & Man Made Features within 500 L.F. &SEDIMENT Co f 7 of the Site Boundary as required by §236-t7cc1(21. but not be limits to: d Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. d Construction Entj�i�e e, Limits of Clearing & Area of Proposed Land Disturbance. in stabllizatiOP , ; j j i E f. Existing & Proposed Contours of the Site (Minimum 2'Iniervals) r Inact1V4i (�; u i..� g. Location of all existing & proposed structures, roads, f driveways, sidewalks, drainage improvements &utilities. ®�0 h. Spot Grades & Finish Floor Elevations for all existing & proposed structures. _ -- I. Location of proposed Swimming Pool and discharge ring. Location of proposed Soil Stockpile Area(s). - �� ,�;_ t2 7--'- -k ,-k Location of proposed Construction Entrance/Staging Area(s). 7-.—;,q © I. Location of proposed concrete washout area(s). - m. Location of all proposed erosion&sediment control measures. C^- S,r'F '' T Stormwater Management Control Plan.must include Calculations showing that the Stormwater improvements are sized to capture,store,and infiltrate E REQUIRED on-site the run-off from all impervious surfaces generated by a two(21 inch 0�0 rainfall/storm event. Contact TOS Eng-weerling at 765-1560 before 3. Details&Sectional Drawings for Stormwater practices are required for approval. lie drainage has been jnst-;;l',,QcJ to Cade Items requiring details shall Include but not be limited to: a. Erosion & SedIl-nelnt Controls. b Construction Entrance & Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leach ing Structures (e. . infiltration basins,swales,etc.) H . 1 OR i I�t,l\l;l.l '4G DLl-1•ZR'1"1\•ll--;N-l' USE ONLY I Additional Information is Regi ted. Reviewed & l Stormwater Management Cortt�rol P�S�TIs t � pl �te:1 Approved By. El— — — — - - - - - - - - - —!! — - - - - - - i Stormwater Management CbntrQl-Plai rris;,Cornple�e: I Date �'��1 �� i SMCP has been approved byj the E��girieering'Deparnen#. FORM 4 S Check List -TOS MAY 2014 i SOUlyQ! Town Hall Annex 1 l [ Telephone(631)765-1802 54375 Main Road c� ax(631)765-8502 P.O.Box 1179 G Q roger.richertiown.southaltla.nV.us Southold,NY 11971-0959 I BUIIDING DEPARTMENT ---- ---- - --.-_ TONIN.OFSOUTHOLD - -- - - - - APPLICATION FOR ELECTRICAL INSPECTION E REQUESTED BY: 216ate: Company Name: (finn Name: �T �C `.- License No.: 2 Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: w Oon-�-- *Cross Street: - *Phone No.: p Permit No.: Tax-Map District: 10W ection: Block: ' Lot: f *BRIEF DESCRIPTION OF WORK (Please Print Clearly) Z24E _2 (Please Circle All That Apply) *Is job ready for inspection: YW NO Rough In Final I *Do you need a Temp Certificate: YESq) I Temp Information(if needed) ' *Service Size: 1 Phase 3Phase 100 150 200 300- 350 400 Other I . *New Service: Re-connect Underground Number of Meters Change of Service Overhead s Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for inspection Form D� I cc, L/e-qo -- TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER - _- STREET f�,}� VILLAGE DIST. SUB. _ LOT ACR. REMARKS TYPE OF BLD. ' PROP. CLASS 3 (2 LAND IMP. TOTAL DATE 7c 0 FRONTAGE ON WATER /-75 ��`� -/`7� 5 TILLABLE FRONTAGE ON ROAD WOODLAND DEPTH MEADOWLAND BULKHEAD HOUSE/LOT TOTAL L andj Use September 22, 2015 Petrocelli 100 Comac Road Ronkonkoma,NY 11779 Attn: Jack Petrocelli Sr. Re: 2240 Paradise Point Road Southold Property Development Permit Dear Mr. Petrocelli, Enclosed please find a copy of the Declaration of Covenants which was filed with the Suffolk County Clerk. I have mailed the original Certified Copy to the Town of Southold Board of Trustees office, as required by your permit. Also enclosed find copies of all your permits so that you do not have to give away your original copies. (NYSDEC Tidal Wetlands Permit, Town of Southold Board of Trustees Wetlands Permit, and Suffolk County Department of Health Services Permit) You can bring these documents, along with the documents we previously went through, to the Town of Southold Building Department. Please do not hesitate to contact me at (631) 727-2400 if you have any questions. Thank you. Sincerely, Jlia�Pric lo Ecologist Enc. 570 Expressway Drive South, Suite 2F • Medford, New York • 11763 631-727-2400 • Fax 631-727-2605 5URVEY OF LOT I N ON A CERTAIN MAP ENTITLED"MAP OF MINOR SUBDIVISION" ZONE R-50 II— FILt�"J IN THE SUFFOLK COUNTY CLERK'S OFFICE ON COVERAGE CALCULATIONS D ETAI L 1 — 50I e s, DECEMBER 20, 1 993AS MAP NO. 9443 PROPOSED HOUSE= 1 ,892 5q. Ft. or I .1% p W 51TUATE: DAYVIEW PROPOSED GARAGE= I ,GOO Sq. Ft. or 0.9% Uy' Q � EXISTING GARAGE= GO I Sa. Ft. or 0.3% TOWN : 5OUTHOLD PROPOSED COVERAGE 4,093 5q. Pt. or 2.3% ®TEST S MAX. ALLOWABLE 35,1 2G S . Ft. or 20% HOLE SUFFOLK COUNTY, NY O a� 40 k OUSE DRAINAGE SYSTEM CALCULATIONS. �i ¢7 SURVEYED 08-05-2014 ROOF AREA=1,8925q-ft. O Ro II,I PROPOSED ACTIONS 09-15-2014 11-6,92 Sq.Ft.X O 17=322 q D= REVISED I O-OG-201 4, 01-21-201 5 PROVIDE(2)8'DIA x14'STORM DRAIN SLS TNG POOL REQUIRED �t / ? 02-25-201 5, 03-09-201 5,05-1 1 -201 5 GARAGE DRAINAGE SYSTEM CALCULATIONS. �J // 'h3/ 9CF O W ROOF AREA=1,000Sq Ft BEECH pyV ;2(0'�i FFN oroR �',, �(- I,GOO 5q Ft.X 0.17=272 TREES SU FFOLR COUNTY TAX# 0 I. /42 2=7 VERTICAL FT OF 8'DIA.LEACHING POOL REQUIRED PROVIDE(1)8'DIA.x 3'#(1)8'X 4' 5TORM DRAIN POOLS I S 1 000 - 81 - 3 - 19.G 0 Co o ",-Tr CERTIFIED TO tl N DRAINAGE SYSTEM CALCULATIONS 7,8GL1 STI Ft ,04{ 8c cI l y 17.8GISq.Ft.XO 17=3,036 I Z 3,03E/42.2—72 VERTICAL FT OF 8'DIA.LEACHING POOL REQUIRED I I O fr) JOAN PETROCELLI PROVIDE(9)8'DIA x 8'STORM DRAIN POOLS JOHN PETROCELLI O I Y F , 9. 1NOTE DRIVEWAY TO BE PITCHED TO DRNNELLS AND TRENCHI I I 2 O DRAIN TO AVOID DRAINAGE FROM ENTERING TOWN RIGHT OF WAY. O 2I II I I 1p /4 N Q SS'p0rr �N°No TOF501L d+ ./O/ 03 E !ti O� (5TOCKFIIF1 PROP'. F– / Dt v SFR Fp AREA 5tPTIc r. s `� / rE. 280 6, °WF q� Fi�yOF �6� EP N 4e�2,� C./ '`��`�� /i;; d`/ U �� O ENsrQc S 6�CRUS hA)z /i �0 ,56,P�VCF W:i- Iq ' s o Uj 1�P - `sC�- .", ,•.... PROPOSE NTAINE _ S WE `I'V001 �',,. ''1 . . -•• - 69°SS, _ •O` _ - GRAVEL ® \; �,- •� CQq DRlV�y OP TEST HOLE DATA 8.31.07 SS,0O"�J SPRINKLER,, SSTN® � 1 �DE y McDONALDGEOSCIENCE EL=29' 60XER� yj0��,r,�E / `.NEST 48Q p PN L _ .a ,II oIE. SANDY OL d BROWN SILTY SAND 5M UTILITYn POLE ® ------------ 2,11 a / PALE BROWN FINE SAND 5? =x BEECH -- -5' v TREES PALE BROWN SILTY SAND SM BROWN F CEDAR BEACH © V ED INE TO MEDIUM SAND SP ROAD - ® 11 Illlll�,l n.&b ``S5 -17 �°A' ---- _ •^ ay m /yo 82 'O ,iris'/: , ,U'� g,� COMMENT5 NO WATER ENCOUNTERED rV N y OR Fo 9/`D•44 : c� OY�J ,'°X12 ` ' �r/�" A / � JUN o 9 2015 (3 BDRM) HOUSE INVERTS °mac ,t� s�ctF,�> NOT TO SCALE C OF. dr,"ya HEALTH SEI�VIC LEOA�CHIONFROM G FOOLS LoCrJNGCA5T GRADE O PE WX FF ELEVATION 29 5 PUBCiC'Aq T�� 0 K r / - `.�///'' (0�� 02/"O �O ®eI-IC�®�yASTEWATER ASG "V 7:///' / m f 5 EL=25. INV-24 It V-24.5 ''"/ nrNx zn,nx INV-23 INV=237 I/4'PER f-OOT y ~ ✓ eowxiz voP 1/6r PER FORT '200 GALLON SEPTIC TANK -'rJ� E:� Db1R®al'xJN POOL SUL OUNTY DEPARTMENT OF HEALTH SERVICES AREA OF DISTURBANCE= 3 1 ,572 5q. Ft. or 17.98% PERMI FOR APPROVAL OF CONSTRUCTION FOR A AREA OF NON-TURF BUFFER= 1 ,739 Sct. Ft. or 0,9% NOTES: "UnNES Map -b arings alteration or survey 's a survey � SINGLE FAMILY RESIDENCE ONLY Gd (/� map beanng a licensed land surveyor's seal is a MONUMENT FOUND violation of section 7209, sub-division 2, of the ZONE R-50 JOHN C. E H LE K5 LAND 5 U KVEYO K �� ,EH4 �o� New York State Education Law,' } .Only copies from the original of this survey j ��- �Q _ 0 1 S marked with an original of the land surveyors DATE ( /J►'j.J. REF. NO. d ` 1 �� 0 0 2- 7 stamped seal shall be considered to be valid true copies' y 6 EAST MAIN STREET N.Y.S. LIG. NO. 50202 n n . "Certifications indicated hereon signify that this APPROVE �I 1 survey was prepared In accordance with the ex- Area = 175,634-9q. Ft. RIVERHEAD, N.Y. 1 1901 3G9-8288 Fax 3G9-8287 ,�, O fisting Code of Practice for Land Surveys adopted Fo MAXIMUM OF�_BEDROOMS Area = 4.032 Acres �j by the New York State Association of Professional �,r� ��/ Land Surveyors Said certifications shall run only Ion I5landland5urve or.com 02 to the person for whom the survey is prepared, GRAPHIC SCALE I"= 100' 9 Y �YS.E Sv and on hie behalf to the tale company, governmen- EXPIRES THREE YEARS FROM DATE Of APPROVAL D LANG tai agency and lending Institution listed hereon, and .... o the assignees of the lendxtg institution Certdica- 14-1711 tions are not transferable to additional institutions SURVEY OF LOT I � ON A CERTAIN MAP ENTITLED "MAP OF MINOR SUBDIVISION" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON DECEMBER 20, 1 993 AS MAP NO. 9443 p e 51TUATE: PAYVIEW cv TOWN : 5OUTHOLD DETAIL SCALE Iii= CO, 4/.,3, SUFFOLK COUNTY, NY PpU�DOyC s 5URVEYED 08-05-2014 �r/oiv" PROPOSED ACTIONS 09-1 5-2014 V, REVISED I O-OG-2014, 0 1-2 1 -2015 y / 02-25-2015, 03-09-2015-'05-1 1-2015 BEECH FOUNDATION LOCATION 04-12-201 G TREE s , 5UFF©L-K—C-OUNTYYT-AX-# - 0 1 000 - 81 - 3 - 19.G of 2• a�'o� // ;; v//� ��/ CERTIFIED T0: Z N JOAN PETROCELLI \`��2• : ' / /i,'`;';/ /S�� / JOHN PETROCELLI L!J ' w4,%69°S .pi's ty"'ri OW a' / �, � J. 03 �VRR? FOQi�j �' tV / J ° 280 OC�BCFTgCC/g O-Z S� R�sT qR r� s %``' oo Q� 'os/i O 04 vJ�' _ - 't,.`w�OOFOt, OiT ��i e-'MF / •//'/iii t 011 Ngo°263 0 9333' Pr74 S O 0 o ti / 48 SPRINKLER- G ' Q ni BOX5s � / 4'3• •44, fo�co a P UTILITY ATroN P es POLE TREE CEDAR J Chfor ROAD CCC ) OF c O . JFK ) O NOTES. "Unauthorized alteration or addition to a survey y�p map bearing o licensed land sur,eyor s seal is a /) MONUMENT FOUND � y�/ violation of section 7209, sub-division 2, of the JOHN C. E H LE R5 LAND 5 U KV EYO K E New York State Education Law ZONE R-50 �� ``,C"-lnn "Only copies from the original of flys survey marked with an onginal of the land surveyor's stamped seal shall be considered to be valid true copies" 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 C Certifications indicated hereon signify that this a;A•: survey was prepared in accordance with the ex- Area = 175,634 sa. Ft. RIVERHEAD, N.Y. I 1 901 3G9-8288 Fax 3G9-8287 ,sung Cade of Practice for Land Surveys adopted Area =4.032 Acres by the New York State Association of Professional / Land Surveyors Said certifications shall run only ton Islandlandsurve or.com � to the person far wham the survey is prepared, GRAPHIC SCALE 1"= 1 QOi Y �/L 5o 2 ,`� and an his behalf to the title company, governmen- SF� hj�CZV tai agency and lending Institution listed hereon, and LA o the assignees of the lending Institution Certlffco- 14-1'71 y "pfr? bons are not transferable to additional institutions S U RVEY OF LOT I 4/ ON A CERTAIN MAP ENTITLED"MAP OF MINOR SUBDIVISION' FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON �R/,CK ; DECEMBER 20, 1 003 AS MAP NO. 0443 N G,q�G* Q. / SITUATE: BAYVIEW TOWN : SOUTHOLD W- E III=50' BAF ti o SST D s�� SUFFOLK COUNTY, NY FINAL 01 -15-2017, 03-22-2017 w $ ��2 S2, SUFFOLK COUNTY TAX# ItaT 1000 - 81 - 3 - 19.G m '�RVJCE O J�4, / / CERTIFIED T0= o ''t p�PE TD �/" a ��()�0 v h�C / a"d p V- N DW DRY WELL JOAN PETROCELLI 4 JOHN PETROCELLI Z PILLAR so 00 it .S6 ! ST yva- yr C9�V/� 280 ` S7 Now o FpgR r //4 `SSzV 1_3 - P -WOG' a9° OCgB Cq RG) o jF O�_ sronc ��`=;; CE Tp !S P / r o�vN O -Z� ucyr'� w '' / /��° s�°F II / (n� �a�a � o�• N80°Z 3135 E / / SOD vpa °ave• .56•9°M1 J ED, i S`Opr, �Ghrco 9°S5`00 off' ` 480 s, cv 9th BR'a 44 F�3� spat u �� og a MFe 6 r UV Ta APR 1 8 2017 B h wgreRs :°�v � ED AR EAC ROAD �"p � � �'� •%g.� / oo �`�� /N"' -), S C.D.H.S. REFERENCE NO. R10-15-0024 IVC)q ,.O 9/9 P 4 sT9 ' /3e��/ �� BUII.DIl�IGD�'�T• SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL G<<C on. _ yro Q TOVi"10T UF ®UMo v �v/ RECEIVEED � OJ U) MAR 2 8 201 RTr � -P.00.HEALTH 8: INE-q ssrw= I OFFICE OF WARTEWA"• R MGG, L "IF _ �XTED V J ��Q(� 1 NOTES Vain APR 1 1 201 �� 11 "Unauttorized alteration or addition to a survey MONUMENT FOUND H•v•'ry*f:'.BI�Q, _O G O� �� map bearing a licensed land surveyor's seal is a JOHN C. E H LE f�S LAND 5 U�VEYO R 4 �ialatlan of section Ne 7209• subt division o of the �ne see�rage dis ,,0 `• �r1 �® New York Stale Education Law' poste.and vratEr r �'@ i�e°18C;Cu ha ,3P1ajQp �U7��1Y f3cly'i=at t�jic�t t=tb� "Only copies from the original of this survey cerdiriLd by Eais ;at,1�a + , Spy B a�. marked with an original of the lanc surveyor's b� "��1`6��ty ®�A rypp v�g.e eAft Q�0•�Q:eP 2®`�egrq��0 rr, t stamped seal shall be considered to be valfcopies' !'V iVU'1/` GUA(J 7.®� 8IeDt'S�Elr'M$�. b6 6 EAST MAW STREET N.Y.S. LIG. NO. 50202 s? r�' Y�) �b � ,_� � "Certifrations indicated hereon signify that this - i v'Pf3flrg¢ay'3,L;pg4eI 33 761 �`, S - � survey was prepared in accordance with the ex RIVERhEAD, N.Y. 1190 I 369-8288 Fax 369-8287 11x111111 , A 6. ,; j sting Code of Practice for Land Surveys adoated Q• by the New York State Association of Professional Area = 175,634 Sq. Ft. i y Land Sur•+eyors Said certifications shall run only Area =4.032 Acres Ion Islandland5urveyor.com Office Of Wastewater r / sFo 2 �� to the person rot whom the Sarney 15 prepared. 9and on his behalf-o the title company, covernmen- G PHIC 5CALE "=100' ✓g�cNb �� CAN $VP tal agency and larding institution listed hereon, and �� o the assignees of the lending Institution Certlfca- 1 4-1 7 1 tions are iot tronsferab a to additional institutions " REScheck Software Version 4.6.0 Compliance Certificate Project PETROCELLI RESIDENCE Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,879 ft2 Glazing Area 21% Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/contractor: ROBERT C.TAST,ARCHITECT 620 OSTRANDER AVENUE RIVERHEAD, NY 11901 compuance: Passes using UA tracl_e�_Off Compliance: 1.4%Better Than Code Maximum UA: 349 Your UA: 344 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Envelope Assemblies Gross Area Cavity Cont Glazing Assembly or or Door UA B Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,879 30.0 0.0 0.033 62 Wall 1: Wood Frame, 16" o.c. 1,416 15.0 0.0 0.077 91 Window 1:Wood Frame:Double Pane with Low-E 199 0.290 58 Door 1: Solid 40 0.400 16 Wall 2:Wood Frame, 16"o.c. 288 19.0 0.0 0.060 8 Window 2:Wood Frame:Double Pane with Low-E 112 0.290 32 Door 2: Glass 40 0.300 12 Ceiling 1: Flat Ceiling or Scissor Truss 1,460 30.0 0.0 0.035 51 Ceiling 2: Cathedral Ceiling 419 30.0 0.0 0.034 14 Compliance Statement: The proposed building design described here is consistent with the-building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Vers' 4.6.0 a d to comply with the mandatory requirement listed in the REScheck Inspe tion Checklist. . . �O I Name--Titl OF NEW_I S gnature Dat HN ...., '��c t:1',�! X Project Title: PETROCELLI RESIDEIdcR'N'N i 1. .��s ,�J Report date: 02/02/15 Data filename: CADocuments and S`eWn \Rgbart F1g.n'ng\Desktop\petrocelli jack\RESCK.rck Pagel of 6 REScheck Software Version 4.6.0 i CNJ Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value 1 Complies? Comments/Assumptions & Req.ID 103.2 Construction drawings and ❑Complies , [PR111 documentation sufficiently ❑Does Not l9 demonstrates energy code ❑Not Observable compliance for the building envelope. ❑Not Applicable 103.2, Construction drawings and ❑Complies 403.7 documentation sufficiently PDoes Not [PR3)1 demonstrates energy code G compliance for lighting and ❑Not Observable mechanical systems.Systems ❑Not Applicable I serving multiple dwelling units must demonstrate compliance with the commercial code. 403.6 i Heating and cooling equipment is Heating: Heating: '❑Complies [PR212 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not on loads per ACCA Manual J or Cooling: Cooling: [-]Not Observable s other approved methods. Btu/hr Btu/hr ❑Not Applicable Additional Comments/Assumptions: � r I I i I I I J I 1 I I I 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: PETROCELLI RESIDENCE Report date: 02/02/15 Data filename: CADocuments and Settings\Robert Fleming\Desktop\petrocelli jack\RESCK.rck Page 2 of 6 2010'New York Foundation Inspection Complies? Comments/Assumptions Energy 303.2.1 Exposed foundation insulation ❑Complies [FO11]2 protection. ❑Does Not �j ❑Not Observable ❑Not Applicable 403.8 Snow melt controls. ❑Complies [FO12]2 ❑Does Not �j ❑Not Observable i []Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: PETROCELLI RESIDENCE Report date: 02/02/15 Data filename: C:\Documents and Settings\Robert Fleming\Desktop\petrocelli jack\RESCK.rck Page 3 of 6 Section # Framing/Rough-In Inspection Plans Verified Field Verified Complies? Comments/Assumptions D & Req.IValue Value 402.4.4 'Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not �AAMA/WDMA/CSA 101/I.S.2/A440 ❑Nat Observable or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable limits. 402.4.5 i IC-rated recessed lighting fixtures ❑Complies [FR16]2 !sealed at housing/interior finish ❑Does Not J !and labeled to indicate&It;= 2.0 ❑Not Observable cfm leakage at 75 Pa. ❑Not Applicable 403.2.2 All joints and seams of air ducts, �ElComplies [FR13]1 air handlers,filter boxes, and ❑Does Not v building cavities used as return ❑Not Observable ducts are sealed. ❑Not Applicable 403.2.3 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not 4_) ❑Not Observable []Not Applicable 403.3 I HVAC piping conveying fluids R- R- ❑Complies [FR17]2 `above 105 °F or chilled fluids ❑Does Not J i below 55 4F are insulated to R-3. ❑Not Observable ❑Not Applicable 403.4 Circulating service hot water R- R- ❑Complies [FR18]2 ;pipes are insulated to R-2. ❑Does Not ❑Not Observable 1 ❑Not Applicable 403.5 ;Automatic or gravity dampers are []Complies [FR19]2 installed on all outdoor air IE]Does Not J i intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: PETROCELLI RESIDENCE Report date: 02/02/15 Data filename: C:\Documents and Settings\Robert Fleming\Desktop\petrocelli jack\RESCK.rck Page 4 of 6 2010'New York Insulation Inspection Complies? Comments/Assumptions Energy 303.1 All installed insulation labeled or ❑Complies [IN13]2 installed R-values provided. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: PETROCELLI RESIDENCE Report date: 02/02/15 Data filename: C:\Documents and Settings\Robert Fleming\Desktop\petrocelli jack\RESCK.rck Page 5 of 6 Sec tion Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.4.2, Building envelope tightness ACH 50 = ACH 50 = ❑Complies 402.4.2.1 verified by blower door test result ❑Does Not \ [FI17]1 I of<7 ACH at 50 Pa.This ❑Not Observable j requirement may instead be met via visual inspection, in which ❑Not Applicable case verification may need to occur during Insulation Inspection. 403.2.2 Duct tightness via post- cfm cfm ❑Complies [FI4]1 construction with maximum []Does Not U leakage of 8 cfm to outdoors, or ❑Not Observable 12 cfm across systems. 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 ❑Complies [Flg]z installed on forced air furnaces. ❑Does Not ❑Not Observable ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. ❑Does Not 1,0j ❑Not Observable ❑Not Applicable 403.4 Circulating service hot water ❑Complies [FI11]2 1 systems have automatic or ❑Does Not 0 accessible manual controls. ❑Not Observable 4 ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies [FI7]2 11]Does Not U JE]Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating []Does Not U equipment have been provided. []Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: PETROCELLI RESIDENCE Report date: 02/02/15 Data filename: C:\Documents and Settings\Robert Fleming\Desktop\petrocelli jack\RESCK.rck Page 6 of 6 2010 New York Energy Conservation Construction Code Energy Efficiency Certificate /Above-Grade Wall 15.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Glass&Door RatingLI-Factor Window 0.29 Door 0.40 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: J Comments J REScheck Software Version 4.6.2 Compliance Certificate Project PETROCELLI RESIDENCE D Energy Code: 2010 New York Energy Conservation AUG 2 5 2016 Location: Suffolk County, New York Construction Type: Single-family BUILDING DEPT• Project Type: New Construction TOWN OF SOUTHOLD Conditioned Floor Area: 1,879 ft2 Glazing Area 21% Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: ROBERT C.TAST,ARCHITECT 620 OSTRANDER AVENUE RIVERHEAD,NY 11901 Compliance: Passes using UA trade�off Compliance: 0.9%Better Than Code Maximum UA: 349 Your UA: 346 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Envelope Assemblies Gross Area Cavity Cont' U-Factor UA Assembly or R-Value R-Value Perimeter Floor 1:All-Wood joist/Truss:Over Unconditioned Space 1,879 30.0 0.0 0.033 62 Wall 1:Wood Frame, 16"o.c. 1,416 13.0 0.0 0.082 97 Window 1:Wood Frame:Double Pane with Low-E 199 0.290 58 Door 1: Solid 40 0.400 16 Wall 2:Wood Frame, 16"o.c. 288 13.0 0.0 0.082 11 Window 2:Wood Frame:Double Pane with Low-E 112 0.290 32 Door 2: Glass 40 0.300 12 Ceiling 1: Flat Ceiling or Scissor Truss 1,460 38.0 0.0 0.030 44 Ceiling 2: Cathedral Ceiling 419 30.0 0.0 0.034 14 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Versi 4.6.2 and to compI with the mandatory re uirements listed in thV REScheck Ins ecti n Checklist.J�, �jF.A . a' , - nl`FiEE(' — – ate game-Title Si nature Op NEVk YO �®��, OFIAIt`�.li' Project Title: PETROCELLI RESIDENCEReport date: 08/18/16 Data filename: OATast\petrocelli jack\RESCK rev081816.rck ®° Pagel of 6 OP?ED A�O�® REScheck Software Version 4.6.2 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified 1 11 # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.2 Construction drawings and ❑Complies [PR1]1 documentation sufficiently []Does Not l� demonstrates energy code ❑Not Observable compliance for the building []Not Applicable envelope. 103.2, Construction drawings and ❑Complies 403.7 documentation sufficiently ❑Does Not [PR3]1 demonstrates energy code _ []Not Observable CO) 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 Btu/hr Btu/hr ❑Does Not v on loads per ACCA Manual J or Cooling: Cooling: ❑Not Observable other approved methods. Btu/hr Btu/hr []Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: PETROCELLI RESIDENCE Report date: 08/18/16 Data filename: O:\Tast\petrocelli jack\RESCK rev081816.rck 1Page 2 of 6 Section comments/Assumptions tions # Foundation Inspection Complies,. p &Req.1113 303.2.1 I Exposed foundation insulation ❑Complies IF011]Z (protection. ❑Does Not J ❑Not Observable ❑Not Applicable 403.8 Snow melt controls. ❑Complies IF012]Z ❑Does Not 119 ❑Not Observable []Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: PETROCELLI RESIDENCE Report date: 08/18/16 Data filename: O:\Tact\petrocelli jack\RESCK rev081816.rck Page 3 of 6 Section Plans Verified Field Verified # Framing-/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.4.4 I Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not U AAMA/WDMA/CSA 101/I.S.2/A440 []Not Observable or has infiltration rates per NFRC ❑Not Applicable 400 that do not exceed code limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish = ❑Does Not .'g and labeled to indicate&It;=2.0 []Not Observable cfm leakage at 75 Pa. ❑Not Applicable 403.2.2 All joints and seams of air ducts, ❑Complies [FR13]1 air handlers,filter boxes,and ❑Does Not U building cavities used as return []Not Observable ducts are sealed. ❑Not Applicable 403.2.3 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not U ❑Not Observable ❑Not Applicable 403.3 !HVAC piping conveying fluids R- R- ❑Complies [FR17]2 above 105 9F or chilled fluids ❑Does Not v ]below 55 9F are insulated to R-3. ❑Not Observable t ❑Not Applicable 403.4 Circulating service hot water R- R- ❑Complies [FR18]2 pipes are insulated to R-2. ❑Does Not ❑Not Observable ❑Not Applicable 403.5 Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air ❑Does Not J intakes and 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: PETROCELLI RESIDENCE Report date: 08/18/16 Data filename: 0:\Tast\petrocelli jack\RESCK rev081816.rck Page 4 of 6 D Section Comments/Assiam tions # insulation,Inspection Complies.' p & Recj.ID 303.1 All installed insulation labeled or ❑Complies [IN13]2 installed 11-values provided. ❑Does Not U i ❑Not Observable 11 ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3, Low Impact(Tier 3) Project Title: PETROCELLI RESIDENCE Report date: 08/18/16 Data filename: O:\Tast\petrocelli jack\RESCK rev081816.rck Page 5 of 6 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.4.2, ,Building envelope tightness ACH 50= ACH 50= ❑Complies 402.4.2.1 verified by blower door test result ❑Does Not [FI17]1 of<7 ACH at 50 Pa.This ❑Not Observable U requirement may instead be met ❑Not Applicable via visual inspection,in which case verification may need to occur during Insulation Inspection. 403.2.2 Duct tightness via post- cfm cfm ❑Complies [FI4]1 construction with maximum ❑Does Not GO leakage of 8 cfm to outdoors,or ❑Not Observable 12 cfm across systems. For []Not Applicable rough-in tests,verification may need to occur during Framing Inspection,with maximum leakage of 6 cfm across systems and 4 cfm without air handier. 403.1.1 Programmable thermostats ❑Complies [FI9]2 installed on forced air furnaces. _ ❑Does Not i []Not Observable ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 Ion heat pumps. ❑Does Not U , ❑Not Observable ❑Not Applicable 403.4 Circulating service hot water ❑Complies [FIJI]2 systems have automatic or ❑Does Not 4 accessible manual controls. []Not Observable I ❑Not Applicable 401.3 1 Compliance certificate posted. ❑Complies [17I7]2 f ❑Does Not V i ❑Not Observable []Not Applicable 303.3 Manufacturer manuals for JE]Complies [FI18]3 mechanical and water heating ❑Does Not V equipment have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: PETROCELLI RESIDENCE Report date: 08/18/16 Data filename: 0:\Tast\petrocelli jack\RESCK rev081816.rck Page 6 of 6 2010 New York Energy Conservation Construction Code Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 13.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork(unconditioned spaces): Glass& D.. • Window 0.29 Door 0.40 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments -la TRANSITION ROOF OVER STAIR BELOW ---- ------ ---- --- - ---------- ------ -- ---------- - - - - --- --------------- Or , -1 I f,L__�1 i1 iLL:___L_LI_i 1 ------- - - �t I L6 - -- - --- - ---- -- -- --_---- -- -- FIR-5T FLOOR FINISH EXPOSED -_-- - _- 1 CONCRETE A5 DIRECTED • I I I I I ' L----- - ---- - I I r — -} —— J I I r- — -- - -- - - CELLAR SLAB —1- _---_ --_--1T _-_--- --;i- -- -------- - --- -- - - --- -- -- -- - - - NORTH ELEVATION SCALE . 1/4" = 1 '-0" t t , f 1�� dr FEB 1 3 2015 �� ` DRAWING PREPARED JAN. 16,2015 DR.AWIN6 NO. RO B E R.T C. TASTr A.I.A. PROPOSED ONE STORY HOME SCALE: 1/4" = V-O" ARCHITECT PETROGFELLI RESIDF-NGF- ELEVATION FROJEGTNUM5ER 2014 620 05TRANDER AVENUE BAYVIEW, TOWN OF SOUTHOLD RIVERHEAD, NY IIg01 SUFFOLK COUNTY, NEW YORK 631- 12'7-1244 - DI5T. IOOO, 5E0. 51, BLK. 5, LOT 19.6 NAILING 5GNEDULE HOLD (A5 PER 2001 WFCM TABLE 3. 1) DOWN NUMBER OF NUMBER OF JOINT DESCRIPTION NAIL SPACING 2'-O" COMMON NAILS BOX NAILS — -- --- R O D F F RAM I N C Z-01' 0" 101-01, I, I I'-0" 1 RAFTER TO TOP PIATE(TOE-NAILED) (TABLE 3 4A) 3 -8i 3 - I Od PEP RAFTER II - 10 — — — — — — — — — — - - . . _ - - - - - - - - - - - - - - - - - - HOLD � HOLD CEILING JOIST TO TOP PLATE(TOE-NAILED) (FABLE 3 4Al 3-8d 3 - I Od PER,JOIST DOWN 2xb 5lV�T7� !b" I C. TH15 HALL DOWN _ — — — — — — i — — — — — — — — — — — — — — — — — — — — — - — CEILING JOIST-FO PARALLEL P.AFTFR (FACE-NAILED)(HEEL JOINT) I lb" X b° FOOTING I ! 16"CC RAFTER 3 12 10- 1 6d 10-40d I I I I I SLOPE 4 12 8- 16d 5-40d I I I ! ! (TABLE 3 9A) 5 12 c - IGd G-40d EACH LAP 7 12 5 1 6d 5 -40d 9 12 AND GREATER, 4- 1 6ci 4-40d I I �` I O CEILING JOIST LAP5 OVER PAR TITION(FACE-NAILED) =� RAFTER SLOPE 3 12 10- I GJ 10-40d I - _ I I I ' I _ � (TABLE 3 9A 8- 1 Gd 5-40ci ! ' ) 4 12 EACH LAP 81-511 X I ,` '' 5 I2 G- IGd G -40d = f 7 12 5 1 Gd 5 -40d i I ! t ff X I 9 12 AND GREATER 4- !Gd 4-40d COLLAR,TIE TO KAFTER(FACE-NAILED) I " " RAFTER SLOPE 3 12 3 - 1 Od 3- !Od 1 -b 'G' X 11-011 Ci®l I (TABLE 3 6A) 4 12 2 - I Od 2 - I Od I F -IFOOTI NO - TYPI C AL !- I -! I X - -- -- - -,i - - - --- ------ -- - -- - - 5 12 2- I Od 2- l Od PER TIE 3 I I I bXb COLUMN ! I G 12 AND GREATER. 2- 1 Od 2- IOd _� - - - -- - I I � I � - I 1 Ell - 11 -1 ; ICA BLOCKING TO WAFTER(TOE-NAILED) 2-8d 2 - 10d EACh END I L- —1— _J L- — — -I RIM BOARD TO RAFTER(END-NAILED) 2 - 1 Gd 3- I Gd EACH END l -- WALL FRAMING x (DA'FD Oi 1 ShFATliJNG�NAII U) TOP PLATE TO TOP PLATE(FACE-NAILED) 2 -1 Gd 2 - I Gd PEP,FOOT I+J j m iy dV! cri j Ar rAr,t tDvc, - FOP PLATES AT INTERSECTIONS(FACE-NAILED) 4- I Gd 5 - I Gd JOINTS-EACH 51DE I '1= F I I O 2Xb RAZ @ Ib" 0.0 f, .2Xa RR ®R 16" 0.c, STUD TO STUD(FACE-NAILED) 2-I Gd 2 - I Gd 24"O C I I !L HEADER TO HEADER(FACF-NAILED) I Gd I Gd I G"OC ALONG EDGE5 I TOP OR.BOTTOM PLATE TO STUD(END-NAILED) 2- IGd 2 -40d PER 2x4 STUD I � O e 3- 16d 3 40d PER 2x6 STUD _ I— 1 m BOTTOIb1 PLATE TO FLOOR JOIST, BANDJ015T,ENDJOIST OR BLOCKING 2- IGd 2- IGd PER FOOT I eJ I (FACE-NAILED) (BASED ON SHEATHING NAILED C G"O C.AT PANEL EDGE) --- - _—_ ON I I I - R0 IF ShEATNING I I L —,— J � � 51f'.UCTUPAL PANELS PANEL INTERMEDIATE I 1 �7 (TABLE 3 8) EDGE5 SUPPOR F5 I 'u =� ' -d �✓ '� ! 2Xa C-J o Ib O� INFERIORZQNF 8d IGd 4" 6" I I UNE � � TE0 I I I y U PERIMETER EDGE ZONE 8d 1 Od 4, 4" I IXj �vJ I�" X n x GABLE ENDWALL KAKE WIT H LOOY.OUT BLOCK 8d I Od r\ - W A L L S h EATH ING ( I FIER `TYPICAL 5TRUCTURAL PANEL INTERMEDIATE EDGF5 - - G - - ----- - - - - - PANELSlHAKDBOAPD __ � --__� SUPPORTS � I � — --! � — — I -t � - - - - - - -- -- - -- --- - -- (TABLE 3 9) INTERIOR ZONE 8d Od G" G" 'EDGE ZONE - I -- 3d 1 Cd (xV rAl�o i`IBEP.BOARD PANEL) 1 L ' I - - - - -- - - - =y ! 7/I G" 6d� - 3"EDGE/6"FIELD I � � _ — � I! - -- --- - - - - -- -- - 25/32" 8d 3"EDGE/G"FIELD ! - GYP5UM',A/ALLBOARD _ 5d COOLERS 5d COOLEP,S 7" EDGE! 1G"FIELD AT- TIG SNEAT N1NG X STRUCTURAL PANELS == I I I Q I I �_ I \\ I X I"OF,LE55 8d I Od 6" EDGE/ 12"FIELD I j GREATER THAN Od )Gd G"EDGE/G"FIELD ' o" XI b`-&° \ / I ; 2Xb STUDS I&I O.O. THIS �^IAL� NAILING NOTES I` I XI = I I m 92 X O.H. DOOR a'-011 X 8`-" v� T!c�L L!�r vvc�, �'_�" x 8'-'\_��r. �e�r�� _ _ I 1 I NAILING REQUIREMENT5 ARE BASED ON WALL 5HFATHING NAILED G"ON CENTER AT THE PANEL EDGE IF WALL SHEAtHING IS 24° X 12° O®rl�l�7 -��{I� V�lr$�l� HOLD u NAILED 3"ON CENTER.AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAIILING REQUIREMENTS>FOR STRUCTURAL L — — — — — i J I DOWN HOLD — — — — — MEMBEPS SHALL BE DOUBLED, OR ALTERNATE CGNNECTOF5, SUCH AS SHEAR,PIATE5,SHALL BE USED TO MAINTAIN THE O -_ - -.- __ ��X�-__-_ - HOLD ! t10LD __._,___ -e)_ X8 _ _ - DOWN ; HUED____. �� _ r , LOAD PATH i DOWN OWN DOWN 2 WHEN WALL SHEATHING I_S COPJTINUOUS OVER CONNECTED MEP✓BERS, THE TABULATED ED NUMBER OF NAILS SHALL BE - ' 5R.ICK VENEER, PERMIT TED TO BE REDUCED TO I - IGd PER FOOT - - - - - - - - -F- - - — - - - - - - — M - - - - - - - - — !�/ ONNEia 3 CORROSION KE515TANT I I GAGE ROOFING NAILS AND !G GAGE STAPLE5 ARE PERMITTED, VERIFY WITH RESIDENTIAL BUILDING j CODE OF NEW YORK FOP,ADDITIONAL REOUIREMEN S I -8" 8'-O" 2'-4" 8'-O" 2'-4" { T ALL QUANTITIES ARE BASED ON 6"OC SPACING FOR RAFTERS,J015T5 AND STUDS -- I' 8" 8'-0" 2'-4" 8'-0" 2'-4" 8'-O" I'-Y" 5 FOP.ROOF 5HEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH SIDE OF 1-HE ROOF --- gg PEAK,THE 4 FOOT PERIMETER,EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED 32'-0" p FLAN! 0 o G FOP.WAU_SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONES ATTACHMENT REOUIREMENT5 SHALL BE FLOG I LAI V usED -- -- SCALE : 1/4" = 1 '-0" FOUNDATION FLAN SCALE 1/4" = 1 '-0" NUI.15 i�. !DA rr: E''t�1ARKS) ROBERT-C. FAST, A.I.A. ARCHITECT 620 05`R/-',,N0ER AVENUE b5l._5(4c1-8106 F 651-72-1-1:244 I T!�!O✓ AS D. RILEY, P.E, � 4 13EZEL LANE 5MI t�TOHN, N'T' II'J8_ (651) -724-7�&a _ FR.OFO5ED C-ARAO m FET OGEL .111RES I DENC f3,�,aYVIEN, TONN OF '5OUTHOLI SUFI-OLK COUNTY,Y, NEN `;'c�RK D15T. 1000, i a1, 151-K. 5, LOT lq.b ;AF,AOE FLANS fDRd,KNO FRF_FFAR D JUNE (b,20155 JGF3 NO. LJtYJIi dO NO. > � AI �ry I CONTRACTOR SHALL VERIFY ALL JOB AND FIELD CONDITIONS, k AFFECTING ALL WORK AND OBTAIN ALL DIMENSIONS TO INSURE THE PROPEK STRENGTH FIT AND LOCATION OF THE WOR, REPORT, IN WKITING, TO THE ARCHITECT AND ENGINEER ANY AND ALL CONDI FICINS WHICH MNi'INTERFERE WITH OR OTHERWISE AFFECT, OR PREVENT,THE PROPER EXECUTION AND COMPLETION Of THE H2.5A @ Ib" O.G. WOOD 5HINOLE ROOF 2 ALL CONSTP,UCTION SHALL COMPLY FULLY WITH THE APPLICABLE i�1'�IGAL i OVER 5KIP SPACED PROVISIONS OF THE NEW YOPt:STATE BUILDING CODE LATEST --� 5HEATHIN6 (50!_117 5/4" EDITION AND LOCAL BUILDING DEPARTMENT REQUIPEMEN15 I SHF-ATHING AT EAVE5) 3 ALL REQUIREMENTS SPECIFIED IN THE CODE SHALL BE ADHERED i TO AS If THEY WERE CALLED FOR, OF,SHOWN, ON THE DRAWINGS bXa bX8 ® Ib" O.G. FHIS SHALL NOT BE COINSlPUED TO MEAN THAT ANY 2X8 RR WOOD 5111HGLE5 OVER.30#FELT T REOUIKEMENTS SET FORTH ON THE DRAWINGS MAY BE MODIFIED 511ACED SHEATHING BECAUSE THEY ARE MORE STRINGENT THAN THE CODE 12 REQUIREMENTS OF,BECAUSE THEY AKE NOT SPECIFICALLY I ROOF RAFTEK CEILING JOISTS KEOUIRED BY CODE r ? BEFEK TO PLAN5 FOR,51Zf 51MF50N C520 @ I G"O C SPACING 4 CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMIT5 AND ATTIC � � !� 8-8d COMMON NAILS IN EACH END AKRANGE FOR ALL INSPECTIONS A5 REQUIRED BY APPKOPKIATE j j OF STRAP MIN BUILDING DEPARTMENTS ASF OWNER 5 DO NOT SCALE THE DKAWINGS- ANY DISCREPANCIES SHALL BE �� ROOF RAFTERS ((5)j:%4'- X ary4" ML REFEPTO PLAN5 FOR SIZE @ REPORTED, IN WRITING TO THE ARCHITECT FOP CLARIFICATION SPACING 2Xa G.d( ® Ib u FOUNDATIONS * CONCRETE � �� - I SOIL BEAKING CAPACITY ASSUMED AT 1 TON/SF ALL I t - - j FOOTINGS SHALL BEAR,ON UNDI5TUKBED 501L HAVING AT LEASF ! 3 THAT CAPACITY 51MF50N H2 @ 100 C ' ?_ ALL CONCRETE SHALL BE STONE CONCRETE AND SHALL DEVELOP _2X4 STUDS Cs Ib" bXb 1=05T F3EYOND a PLYWOOD 5-8d COMMON NAIL5 A MINIMUM ULTIMATE COMPRE551VE 5TKENGTH AT 28 DA. 5 OF O.G. - F�i�)5 SHFATHINC) ! @EACH END 3000PS! CONCRETE EXPOSED TO WEATHER SHALL BE AIR. 5OLID GATS I RIDGE STRAP erJTRA1NED Ml!':)-5FAN EXTERIOR WALL STUDS 3 DETAILS AND GENERAL PPOVI51ON5 FOK CONCRETE REFER TO PLAN5 FORSIZE� /�-7 SCALE NONE CONSTRUCTION, SHALL CONFORM TO THE REQUIREMENTS OF THE SECTIONS FOR SPACING ' Ib" X Ib" GONG. PIER ON � LATEST ACI BUILDINGS CODE, ACI 3 16, AND MANUAL_ACI 3 15 4" GONG. 5LA5 WITH 2,_b„ X -/I, X I IE \ bXb. W4.OlW4.o WWM 4 b FOOTINO 8 RAETEf-OP PLATE STRAPPING r MIL. VAPOR 5ARRIEa CARPENTRY +1 -- -- A-� SCALE : NONE I ALL STRUCTURAL FRAMING LUMBER SHALL BE PPESSUP.E °I'�J'lTv,l'',' TREATED#2 OF,BETTER HEM-FIR ,SP OP.DOUG-FLK, FB=1 150 PSI UNLESS OTHERWISE INDICATED FOUNi.)ATI ON HALL _ 2 WOOD STRUCTURAL MEMBEP,S MUST BE PKESERVA-f IVF `o LOCAL BUILDING CODES , TO DEFINITE RETENTIONS AND 165" 6 X e5" �C�oT1�C-� TREATED WITH PRESER.VAT!VES AS APPROVED BY STAFF, AND WITH - F CONT.TIN1J PENETRATIONS 1N ACCORDANCE WITH THE AWFA SFANDAKD5 C-1 AND C-2 3 ALL LUMBER AND CONNECTIONS SHALL BE IN ACCORDANCE WITH SECTION A—A THE NEW YORK 51-ATE BUILDING CODE AND WITH THE NATIONAL DESIGN SPECIFICATIONS FOR STRESS GRADED LUMBER AND ITS SCALE 114" = 1 -O" FASTENINGS LUMBER.SHALL BE FURNISHED AND WSTALLED, COMPLETE WITH ALL FASTENINGS, ANCHOK5, BLOCr!NG, BKIDGING, SADDLES, HANGERS, ETC REQUIRED TO COMPLETE THE J05 ALL STEEL BOLTS CONNECTING WOOD MEMBERS SHALL BE SUPPLIED WITH AND TIGHTENED AGAINST STEEL WA5HL.5 OR PLATES JOISF HANGERS AND CONNECTORS, STEEL BRIDGING AND OTHER SPECIAL s CQNINECTIONS AND HARDWPKE MUST BE INSFAI_LED IN ACCOKDANCE WITH NEW YORr,STATE BUILDING C D %'SPACING ALLOWS HQLDDOWN REOUIKEMENTS WHERE PASTENEKS AP.E NOT 5PECJPICALLY INDICATED OR 5PECIMED THEY SHALL BE PUKNISHED IN ADEQUATE INSTALLATION NUMBEK AND SIZE MIN TRIPLE STUD TYRMIN @SHEAR WALL 4 ALL CAPPEN"FRY WORK SHALL BE PERFORMED IN CONCORDANCE WITH GOOD TP DL PRACTICE, RECOMMENDATIONS C F HARDWAKE MANUFAC(UKEFS'AND IN CONFOFl.MANCE WITH THE NEW YOP.K STATE BUILDING CODE, AND THESE SPECIFICATIONS I 12 LOCATIONS TYP END WALL I - NAILING 2-1 Gd 10' EYTERIOK WALL`�TUD5 6' 3-O A FASTEN SECURELY ALL PARTS OF CPF'FfNTKY WORK h! --- - ---- - - 0 C STUD TO STUD PEI`EK TO PLAN5 FOR 51ZE j - THE!P PKOPER PLACE, BRACE, PLUMB/',PJD LEVEL ALL - --- -- - SECTIONS FOP,SfACING-� I z MEMBERS AND SECURE WITH SUFF!CIEN"F NAILS, SPIKES AND 2-1 Gd COMMON NAIL5 @ G"O C - 518" ANCHOR DOLT 60LT5 TO INSURE RIGIDITY BY I 8 NCH METAL STRAPS AND TWO 8D NAI 5 TO EACH - - -----I--—_--WOOt7 SHINGLES A5 _ _ B NAIL LAPPED JOISTS OVER.ANY BEARING TOGETHER WITH __.__ HOLDDOWN ( N TWO IOD NAILS, SECURE BUTTED JOISTS N/TTFI J INCH WIDE - --SELECTED BY OWNER ------- 51MP50N JOIST --- _ - - HDUB SD52 5 - - ------ — I CORNER STUD CONNECTED TO C TAIL JOISTS, OVER 4 FEET LONG, AND HEADER JOISTS - -- _- TKANSFER SHEAF j 2" SHALL BE HUNG IN APPKOVED METAL �FIRRUP5, OR - -- - -- - -- -�-, - ED SECURELY UNLESS SUPPORTED 0!N ------------- - --- -- IA WALLOKGIR ERIK - _ 3"SLOTTED SQUARE O I WA5HER(T(T') ��O r r,NEL EDGE NAILING m CONCRETE SLAB REFER -f ---- J, 8 TO PLANS PGI' J"CMU FOUNDATION 3" P,EINFORCIN/> py --- - EE PIAN -� W - • ! -- ---- 5/8 0 AN 511_L PLATE LINE Of P LE 2�6 s_- I `<' ANCHOR,BO 1� t� 1 - ! J ----- --- - -- s - - - - - IV - _.- T VERTIG�L LIFT DOOR. 1 ! @)_ANCHOK 30LTALE NONE SPACING 17 hOLDDOWN DETAIL } ALE 7 SE PLAN FOR.LO NATIONS gg 7 F I I _ _ - - -- - - - - - -! -- - - -- - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - ] EAST ELEVATION 5CALE 114" - - ROBERT CQ TAST, aln s 12 --- ------ - - . ITEC' WOO® 5H I HOLE ROOF R I VERHE N r 11-101 b20 05TRANDER AVENUE --- — OVER 50# F=ELT � � 6�1-5=i�-8106 r --- - -- -- --- »-__-- 5P,,;GED SHEATHINO THOMAS D. PULES P.E. WOO® SH I N6,LE5 A5 -- _ � �3E,EL. DANE SMITH�'�JW1°i, N' ----------------- - ---SELECTED 5Y OWNER —'— - - (bbl) 724-`1888 �� ------------ - - --- - - ---- ---- - PCSP - -E -- ---- - -------------- - - AYvi:P�, TOWN 01✓ 50U-r OL.F - -s_� - - - - - -- - - - --- - - -- - - SUFFoi K COUNTY, NE>Al 'r`OR� D15T. 1000, SEG. 81, I31-i 5, LOT ll .h --- ------- -- 1 AR�51 S AR251-5 _ - - W000 SHINGLES A5 ---- - -- --- -- - - _ - -- ELEVATIONS 5EL1 rTr--D f3Y-OVANE -- -- - -- - - ------- - SECT ION �i - ---- - --- ------ -- - - -- — -- DRAY4iNO PARE 7 JUNE I 0115 WOOD SHINGLES A5 €� � -- --- - - - SELECTED 5Y OW R a I/4 = i-O - - - ---- 21L. - ------- -- --- -- '-.. - - -------- --- -- -- - -- --- -- - - - -- - - - - - ---- - - - - --- -- --- vtHINO Pic �v, 1:01011111 Vi —� I ✓ r• s 1 A - - - - - -_ - - - -. - - - - - - - - - - -. - - - - - - - -. - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � �.��v !+l -- - - - - - -- - - - - - - - -�� - - - - -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EST ELEVATION SOUTH ELEVATION s �' SCALE . 1/4" = 1 '-O" SCALE 1/4" = I -O" r�1 � I NOTE: NORTH ELEVATION MIRROR IMAOE WITHOUT DOOR TERRACE 2X4 STUDS WINDOWS 1 !`, e A-6 % �� STEEL + T + X �2" CONTINUOUS TO HEADER LIVING ROOM WOOD PLATE ABOVE, COPE AT 2'-O° 20'-O" 2'-O" HEADER RAIL A5 PER RESIDENTIAL [ODE OF NYB D- 1 LIVING RM. EAST WALL REINFORCING PLAN A-2 SCALE . 3/4" = 1'-0" 0 A TERRACE (2)2X4 5TUD5 + W X -2Y A 6 FIN15H MATERIAL AS PER STEEL PLATE TO TOP OWNER OVER 4" GONG. SLAB HEADER ABOVE WITH 6X6 W4.0/W4.0 WWM !f ° VERIFY AWNING WINDOW CLEARANCE WITH OWNER PRIOR TO TERRACE ol� CONSTRUCTION 24'-0' f, / X 2Ya" STEEL FLAT { TO TOP HEADER :1 — —14, �1- SEE �; �- — —— —� (5)2X STUDS - FULL - ®EF TH15_DNIO �___ HEIC 51NOLE FIEGE v 7„ D i (5)2X4 5TUD - ` -- --` O FASTEN HEAV��5 10'-0"TIMB FRAMm � - HIL 15GREW TO 053 GABLE STUD 4 S g ( ) � (2)2x10 � `- _ ,"�a,;�-- .1, _.•._ - 2 2X10 z O I o — ,� \ HEAVY TIMBER FRAME x O mx — - - - - -- - - -- - - - - - - - - — ` 41 — - - - - - - - - - - - - - - -- - - - - - - - - - ' X41, 4 [ — m 0 3'-2" 2'-10" 15'-8" 411 ' 23 4 I( 14'-4" 3 iA _ - - - - - , Vis' - -- ---- ' I V I NO ROOM 5HELVES A5 -A PER OWNER g's 1 0 h w- <1 TGHEN m - 033 .F 1 ,� � 1 � — - - - - - - - - - - - - - - - - — - - - - - — - ,;- MASTER BEDROOM Tku /— (2)2x6 - 0 Q 0 v z 1 1 2X& RR a 16" G. X 2X8 a 16" O.G I NOTE: LOCATE 8 _ ACGE55 HDATGHIG - X v , m I CLOSET SHELVES, - ij B A-6 R005 ETC. AS to WHERE DIRECTED BY -7 \ / DIRECTED BY OWNER Q 2'-10" OWNER - DOUBLE v O MUD ROOM - '" - TYPICAL ALL E ALL JOISTS ® HATCH Q 1 /'6 6 POSTS v -- m F — - - -- - - - - - - - - 4LURTO' CLOSETS- - - - - OD �i r. ,•+rw.,,i ^ =E .1'r`_'r c'v'. - - - 2G ✓ 2 I Q 2 2x6 � � 3/4" x I I /a,+ FLUSH ML j 4 t O 15'-8" - 4" 3'-g" �,_8„ - — (`! - IN5UL. 6'O" 4'-O" 4'-3" UJI-1 _14' 4"414`r HALL ir-7 tV ,_ 31 - 1 = p3 ��VI i ® _ v I A I O - til 3 .., ry 21-211 � N 41, 711 1 1" 2'-2" P-101, . ; -7 13--0" 4" 2, l i4 41_0,1 6,;01 2'-O";$ �0 X 1 4'-O" v v m — 41, - - °." _ 411 1011 X 4„ i 2-2ell 41, — — 21 01, 7,81, 4' o 41, \ '_- --_ - --- n DL - -- I N O v °i WIT EA o BEDROOM 3 I ^ _ BEDR OM 2 A5 - ry Q y�� l 2'-6" _ I C— X X DI IL.D J _- 0 x o >u IN N O (2)2xlo B�`Tf-f 2 6 GJ i° ® I6" Nv v = �, (2)2xlO " (2)2x6 INN= _ _-__ �� , _ .'�.�9��,:>m-r='Uuq-d^ .•- //'' UF 17 7 11L ' - ` 2'-6" T.O. --- __-- -- - _o r BATH 2 - r N O ! r .r ..' r L 5 PEE.6,2017 A5 BUILT REV. (2)2x6 (2)2x6 m (2)2x 4 JUNE 16,2015 E.D.FILE 5 FEB.25,2015 RESTORE TERRACE 2X4 GJ 6 16" O.G N 1 ---- a PEE.25,2015 DELETE TERRACE %'-4° '-8" 4'-I O" 21 11 i 5_2" � 5'-2" i 2' 4'-10" 3'-9" 9'-4" 4'-5" I FEB. 5_2015 STRUGT ADD 1 2xb I I NUMBER DATE REMARKS 0 1 x 2 COVERED PORCH I I N � z �, 1 ROBERT C. TAST, A.I.A. 1 �-_ K. I ARCHITECT A 1 620 OSTRANDER AVENUE _ ________ ;- -__- - -- I - - -- RIVERHEAD, NY I Idol �02x12 FLUSH —`- - - - - - - - - - - - -'— THOMAS D. RILEY, P.E. 4 BEZEL LANE SMITHTOk4N, NY 11767 5'-6" 10'-0" 0'-2" 121-511 0'-2" (651) '724-7666 ol e elk17'-0" PROPOSED ONE STORY HOME 04'-O" FETROC ELL I RESIDENCE BAYVIEW, TOWN OF SOUTHOLD 2X� RR C SUFFOLK COUNTY, NEW YORK FLOOR FLAN � A-6 DIST. 1000, BEG. 81, BLK. 3, LOT 1cf.6 SCALE 1/4" = 1 '-011 1-1RST FLOOR PLAN DRAWING PREPARED JAN. 16,2015 50ALE: 1/4" = i'-O" JOB NO.: I -- DRAWING NO. _ FEB 16, B A-6 2'-0" 20'-0" 2'-0" q =_ - - - - - - - - - - - - - - - - - -� 16 X 5 POOTINO A -., UNEXCAVATED I J :: f• PILL $ TAMP 50LID q I I a " MIN. c15% COMPACTION I A 6' 24'-0" 7'-6"+ , 4' 0.. 2._0.. I _ rl 18�8 2'- 1 O" 1 8'-0 V.I.F. V.I.F. : .�� — — - - - - - - - - -24" X 12" �(�OTINO = - _ N11 - - =I= - - - - - -t -� -t U� - — I r—t— - - - - - - - - - - - -I- - - - - - - - - - - - - I CONCRETE OR .0 MA'50NRY FIREPLACE N N 1 1 1 I E I E UIRED FOUNDATION KITH N I I I m ISR I ELD I m m : - - - - - I -- I DONT. GONG. - - - - - - i RRISER� se I FOOTING W6XI6 I w6X16 ®I W6XI6 - - -'—_ - - - - - - - - - - `0 .r - _ y _ _ __ _ — I_ J --��- - - - - - - - - - - - - - - - 61� " " TI ! 1 I i 16" X &" FOOTINO i ==rv_ = I X16 X � i=0 TING - m 3 Y2" =TEEL COLS. - ! �IEARTH DEAFENING WITH '-O" X 2'-O" X AS REOUIRED El I MECHANICAL o I, z q 14 OOTINO WITH k g I I EaUIPMENT AREA Zi ;'- � I { ¢ _ I 4-#5A. WAY - TYP. ® € I �- (g € I WITH s/a:: OYP. ED. = I O ® I UNLE S NOTED ®I I I I OE I L I NO 1 �I x x X I I w ® ® 5 Y2" STEEL COLS. I ® ! I I J X WITH 5'-0" X ®o X i -1 1'-4" POOTIN� W1TH € I ( I I B y 4-#5 EA. WA� A-6ol A-6 5-4"4 N I R 71_10" T-0 8_1 7_ O 7_7� 8_91 9_1 I POSE 4.. ' - BLOCK SDLI I °' I '°-f I '� I I W6X16 I W6X16 I I N W6x16 f t—J, _ W6XI646 ! _I 5 )/2" STEEL COLS. WITH 2'-6" X I , = 1 I I mla��t� p ' r I - - - - - J -.- � I I 1 �- I 2-6 X 1'-4" FOOTINO WITH I 1, L_a__� t I I 1 4- � EA. WAY-- TYPICAL THI li3 4 GONG.SLAB WITH € # j �� (9-6 W4.�0/W4.� WWM 1 ROW UNLESS NOTED ? 6 IL VAFORi BARRIER o o =�_ I UNEXCAVATED i°_ -- I a_ — — — i ; Q F a _ Zv I -6" 4'-0" I :I 6'-O.. T-7" 1 P T- 0, 7-7 1 T-10" 1 I - - - - - - - - - - - - - - - - - - - - 1 - - - - -- - - - - - - - - - - - - I - -� -3 I _ - iJ4. 1-- F- - _ I® _®I �_ Y L _E -- = — - - - - - -f- - I W6X16 I W6XI6 I W6XI6 — - - A_ - - - - 24" X 12" POOTINC� I 8 - F j IN — — — —24" X 12" POOTINO — - o- — — Ln K�Y5TEEL TH XOL0" X `� I I BRIGKLEDOE - TYPICAL AT - I'-4" FOOTING WITH I I ALL BRICK WALLS ABOVE201"7 A8 BUILT REV. I = - = 4-#5 EA. WAY j 24" X 12" POOTINO _ ° ' 4 JUNE 16,2015 S.D.FILE 5 FEB.25,2015 RESTORE TERR.AGE - - - - - -� ,� - - - - -- »� - - - - - - r - _ - - - - - - - , I� 2 FEB. 25,2015 DELETETERRP.GE o I i UNEXGA\VATE® i .z I I FEB. s,201s 5TRUGT ADD m I L I NUMBER DATE REMARKS ROBERT Co °AST® ®I. . ° I ARCHITECT' A o =- 620 05TRANDER AVENUE RIVERHEAD, NY IIclOI &51--12 -1244 THOMAS D. RILEY, P.E. 4 BEZEL LANE SMITHTOWN, NY 1178-t (631) -124-7868 5'_G�� 16'-O" 6'-2" 11 leIle PROPOSED ONE STORY HOME I I t�I f� Le FETROC EL L� RES I)EI C E BAYVIEW, TOWN Or SOUTHOLD CCELLAR FOU N DATION PLAN SUFFOLK COUNTY, NEW YORK DIST. IOOO, SEG. 81, BLK. 5, LOT 1q.6 SCALE : 1/4" = l '-O' A 6 '3 CELLAR AR $ FOUNDATION FLAN DRAWING PREPARED JAN. 16,2015 50ALE: 1/4" _ 1's0" O.: A . MAR 3 1 201 ` ILDIN DEPT® TOWN OF SoUTHOLD A� l i TERRACE 2X4 STUDS WINDOWS C 4 A ,. a 3/8 " STEEL " TffX 2112" A-6 CONTINUOUS TO HEADER � LIVING ROOM WOOD PLATE ABOVE, COPE AT 2'—O" 20-0112'—O" HEADER D- 1 LIVING RM. EAST WALL REINFORCING PLAN RAIL A5 PER RESIDENTIAL ODE OF NY5 A-2 SCALE : 3/4" = 1'-0" 0 J (2)2.Y4 STUDS + '�&" X 2,�2" A-6 FIN15H MATERIAL A5 PER STEEL PLATE TO TOP OWNER OVER 4" GONG. 5LAB HEADER ABOVE - - WITH 6X6 W4.OM4.O WWM o D W ) ! VERIFY AWNING WINDOW 1 CLEARANCE WITH OWNER - PRIOR TO TERRACE CONSTRUCTION i -, 241-011 x 2V2" STEEL- PLAN TO TOP HEADER } -F— ' `tel- SEE j$ I— — — ——I (3)2X STUDS - FULL ---PET _ THIS`z ____ _-, HEIG SINGLE PIECE N (3)2X4 TUD5�- ' 0 FAS N f fEA ° N At 71 D / i6 TIMB FRAM 5 - 1 - HIL 1 SCREW TO i G�3 `� --- ---- SACH 5ABLE STUD Q "r P I _� w - (2)2x10 (2)2x10 %D ILI k, (2)2xl0 ® O I — \ HEAVY TIMBER FRAME x / 1 N — - - - - - - - - - - - --- - - - - - - - -- - - i — f cn 3'-2" 2'-10" 15'-8" 4 23 4" 3- 14'-4" J o c� \ ELI o / 1 5HELVE5 A5 I I, II I € PER ®wNa� I 4�ITO #�N o I !- - - - - - - - - - - - - - -- - - — - - -- - ' — G33 I — .. MASTER E3EDROOa°i . g > I {- - - - - - - - - - - - - — - - - - - - -- - - - ® _ ILI (2)2xa NOTE: LOCATE - ` ~ xi 2X8 RR ® 16" G. 2X8 ® I h" O.0 t' `o o a 4w z I I INSULATED ATTIC 6 X v mi I CLOSET SHELVES, d j ACCESS HATCH ® 6 A-6 N RODS ETC. AS r to WHERE DIRECTED E3't' \ / DIRECTED BY OWNER ® 2'-la" OWNER - DOUBLE v ,/ A-6 -- r" - -� ALL -JOISTS 0 HATCH tp' MX) ROOI`�fi - TYPICAL ALL v —� bL UIQ TOS _GLO�a1=T5_ _ _ _ _ f T 2 2xP - —"— — — R.LDt — `� • _ (2) 1 5/4" x 117/c," FL,U5H ML a ® i.+5.^.A .f ,r" '.r�r:'- r• ,t�,.v rt _ r4" 4� �9 3._8.. r 6' 3 j0 4'-0 -� I = (3)1/ 2 ML (2)2x6 N ` 0 I i -8" 5 8 N - INSUL. 4'-3" 3'-1" 14'-4" l N m - 4.. 4.. 0 4" 4.. �o 2 HALL 2x �/ _ _ -_ _ -- - u"r,iyr' _ ,_ _-- __--- - -w';�,; e,.u,]a^"k•"= �. ___ po. "-.."u-„ ,+ /o'1\ 10 I 1 l PO41 S 21-211 mac{, iJ m 4.. - ,x rr. ;; a9 X 14'-O" 4" 2'-O" T-8" 4 7 1 1" 2'-2" I'-I O" i 3-0" 2-4 4-6' 6;0 2-0' I0" X 4" 2 2 4" 4 4.. \ E SH WF f ! N v WITS EA 0 E3EDR OM 2 .0 AS ,, ,"r T X X =e' DI o i v 0 U9 N (V O 110 2, FOYER 0 6.. (2)2X6 BATH � 'Y (2)2x10 r - 2 6 G'i ® I G. " - - _`--^,'__-'_ _ o 2'-6" T.O. E3ATH 2 O / 5 FEB.8,2017 AS BUILT REV. in ® < Lo- 5 4 JUNE 16,2015 B.D.FILE (2)2X6 (2Axe tY (2)2x FEB.25,2015 RESTORE TERRACE — — — v i -- N 2 FEB.25,2015 DELETE TERRACE o I i 2X4 CllI 16" 0.G T-4" -8" 4'-10" 2' 5-2" 5-2' I 2' " 4'-10" 3'-9" 9'-4" 4'-5" 1 FC-B. 5,2015 STfaUGT ADD ° I I 2x6 RR� I ° NUMBER DATE REMARKS X GO\/ERE0 PORCH 12 I I ROBERT Ca TAST, A.I.A. ARCHITECT A I 620 05TRANDF-R AVENUE A 6 �_-- __w_ RIVERHEAD, NY IIcf01 [ 2).2x12' FILU5114\\_-____. --, -- 631-Sia-8106 F 631-727-1244 3 THOMAS Do RILEY, P.E. I — — — — — —— — — — — — — — 4 BEZEL LANE 5MITHTOWN, NY 117t5`7 16'-0" 6'-2" 12'-,5" 6'-2" 17-0 (631) 724-7888 ° PROPOSED ONE STORY HOME s FET OGE1�L.IRESIDENCE 15AYVIEW, TOWN OF 5OUTHOLD SUFFOLK COUNTY, NEW YORK 2x6 RRA D15T. 1000, SEG. 51, E3LK. 3, LOT 1q.6 PLOOK PLAN A-6 SCALE : 1/4" = I '-0'i F I RS7 FLOORPLAN DRAWING PREPARED JAN. 16,2015 SCALE: 1/4" = 1'—O" JOB NO.: oRAN114o N0. 0 1',k , �. i A 10L- E3 A-G P1 411 kP :11 A A-G PFS TERRACE BELON 24'-0" VjP — — — — — — — — — — — — — - — — — — — — — — —— — — - — — — —— — — — — — — — — — — — — — — — — — — — — — — — — - 2X& RR 0 16" O.O. i — - - - - - - - - - - - - - -- - - - - - -- - - - - - - - - - - - - - - - -- - - --- - - - - - - - - - - - - - 2X8, RR ® 16"� 00 F - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- QQ1, x x A-G I v &Xb POSTi - — — -- - — — — — — — — — —— — — — — — — 2 2.`C12 RIDOE 2XIRIDGE 2 - - ----------- - -- - - j MIN 16 Oz. LEAD COATED 0 PER OR MIN. 26 &A. WOOD SHN6LE ROOF I I I I 0 *RC510N RESISTANT OVER SKIP 5HEATHINOM TAL EXTEND MIN. 11" (SOLID 5/4" 5HEATHINO EAH SIDE OF VALLEY L - - - - - - - - - - - - - - - - - - - AT F-A\/E5) -- — — — — — - — — — — — — — — — — ---- o X ---------- x v II II F <01 x I II L1 i v Lu ICE 4 WATER SH -LD OVER 50LID 5HEAT� 411 FROM F-A\/F- L - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- — — — — — — — — — — — — — — L- — — — -- — — — — — — — — — — — — — --- 2XID Rp, 161' jo.c�' u- 2X511:�R a 161, O.c'�' j < III z II 11 L — — — — — — — — —� -T AS BUILT REV. 4 .LUNE 16,2015 B.P.FILE 2x.6 RR le, ac,\ 2X6 RR @ 16" 0,.0.\! 5 FEB.25,2015 RESTORE TERRACE 2 FEB.25,2015 DELETE TMR.Av-'r= A 1 FEB.5,2015 STRUCT ADD A AG REMARK-5 ROBERT C. TAST® A.I.A. ARCHITECT I c'-O" -2" 620 OSTRANDER AVENUE RIVERHEAD, NY llc[Ol pt- 651-5cict-8106 F 651-712-t-1244 THOMAS D. RILEY, P.E. 4 BEZEL LANE 5MITHTokqN, NY 11787 c (65 1) 724-7585 ROOf fKAMING PLAN A PROPOSED ONE STORY HOME 5CALE 114" = P-0" llll�� FETROCELL.I RESIDENCE BAYVIEN, TOWN OF SOUTHOLD SUFFOLK COUNTY, NEN YORK DIST. 1000, SEC. 51, SLK. 5, LOT Mh ROOF PLAN DRAWING PREPARED JAN. Iro,2015 50ALE; JOB NO. PRANINO NO. 0 NJE-��' A jy - V, 51 I X NAILING SCHEDULE (A5 PER 2001 WFCM TABLE 3 I)_ NUMBER OF NUMBER OF NAIL SPACING -� JOINT DESCRIPTION COMMON NAILS BOX NAILS ROOF FRAMING _ RAFTER TO TOP PLATE (TOE-NAILED) (TABLE 3 4A) 3 -8d 3 - I Od PER RAFTER CEILING J015T TO TOP PLATE(TOE-NAILED) (TABLE 3 4A) 3 _8d 3 - I Od PER J015T I - EL RAFTER( CEILING JOIST TO PARALLFACE-NAILED) (HEEL JOINT) I� _ - - _ _ _ _ _ 16" O C RAFTER 3:12 1 0- 1 Gd 10-40d I "7SLOPE 4 1 2 8- I Gd 8-40d EACH LAP TRAN51TION ROOF � (TABLE 3.9A) 5 12 G - IGd G-40d OVER STAIR BELOW 7 1 2 5 1 Gd 5 -40d 9.1 2 AND GREATER 4- I Gd 4-40d CEILING J015T LAF5 OVER PARTITION (FACE N L ) J RAFTER SLOPE 3.1 2 10- 16d I O-40d - (TABLE 3 9A) 4.12 8- 16d 8 -40d LAP EACH 6 - IGd G -40d 5 12 7:12 9 1 2 AND GREATER 4-5 1 Gd 5 40d = _L_ IGd 4-40d _- __. `-I- ----- - ----- - �- COLLAR TIE TO RAFTER(FACE-NAILED) RAFTER SLOPE- 3 12 3 - I Od 3 I Od (TABLE 3 6A) 2 - 1 Od 2 - I Od _ 2 - 1O 2 - IOd PER TIE 5 12 6 12 AND GREATER 2 - 1 Od 2 - I Od - 2 -8d 2 - 10d EACH ENDli !1, -- BLOCKING TO RAFTER(TOEAILED N ) - _ FLOOR II l 's I F I! - --- FIRST . I EACH END - =` `-`- - __ ----__mm -- " m__ tee_r r~ -- -_ _ _ _ - _ _= -_ --_- r RIM BOARD TO RAFTER(END-NAILED) 2 - 16d 3 - IGd _ - -�- - _ -_--- -- / I I'-I. I, r 1__ _ gl- ';=_-�I..,I - iiI - _ --i-- _Iv. 11 :_I<i_I--- WALL .WALL FRAMING --------------- FINISH (BASED ON SHEATHING NAILED 2 -1 Gd CONI RETE A5 DIRECTED 2- I Gd PER FOOT EXPOSED TOP PLATE TO TOP PLATE (FACE-NAILED) @ G"0 C AT PANEL EDGE) t �„ ,% � CONC _-- --- - -- -- - TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4 - IGd 5 - 16d JOINTS-EACH SIDE 'I-- � STUD TO STUD (FACE-NAILED) 2 -16d 2 - 16d 24"O C I _- I I-. -.-- -• - ---I I �- --- -_ I � � w_ _-.. - �I- _- `-- - 4 11 HEADER TO HEADER(FACE-NAILED) Gd 16d 16"OC ALONG EDGES I - I .if _ . 2 - I Gd 2 -40d PER 2x4 STUD TOP OR BOTTOM PLATE TO STUD (ENP-NAILED) - -� 3 - 16d 3 -40d PER 2x6 STUD \ I I"-. F- --I ;) BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJO15T OR BLOCKING 2 - IGd 2 - I Gd PER FOOT \ I I- -- --- -- - FACE-NAILED) (BASED ON SHEATHING NAILED @ G"0 C AT PANEL EDGE) !W4 -- "___ ( ~ I I - � GELLARSLA� I FL O O R F R A M I N G _____-- -___. __-- _ _-- — - - - - - - - - -- - - - - - - - - - 7 JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4 8 d 4- IOd PERJ015T - - - - - - � BRIDGING TO J015T (TOE-NAILED) 2 -8d 2 - I Od EACH END I� BLOCKING TO JOIST (TOE-NAILED) 2 -8d 2 - I Od EACH END NORTH ELEVATION ' BLOCKING TO SILL OR TOP PLATE(TOE-NA(LED) 3 - I Gd 4- 1 Gd EACH BLOCK LEDGER STRIP TO BEAM (FACE-NAILED) 3 - IGd 4- IGd EACH J015T I f) JOIST ON LEDGER TO BEAM (TOE-NAILED) 3 -8d 3 - 10d PER JOIST 1 BAND J015T TO J015T(END-NAILED) 3 - IGd 4 - IGd PER JOIST BAND J015T TO SILL OR TOP PLATE(TOE-NAILED) 2 - I Gd 3 - I Gd PER r OOT ROOF 5HEATHING PANEL INTERMEDIATE STRUCTURAL PANELS EDGES SUPPORTS (TABLE 3 8) g INTERIOR ZONE 8d I Od 4" G" PERIMETER EDGE ZONE 8d I Od 4" 4" GABLE ENDWALL RAKE WITH LOOKOUT BLOCK 8d 106=4' 4" CEILING SHEATHING - GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE J 1011 FIELD WALL 5 H EATH I NG PANEL INTERMEDIATE STRUCTURAL EDGES SUPPORTS - /HARDBOARD TABLE 3 9) INTERIOR ZONE 8d 1 Od 6" G" _ J PANELS I ( �.LIGN i�IDGES 4'EDGE ZONE 8d I Od G" G" f FIBERBOARD PANELS Gds _ 3" EDGE/G" FIELD - 7/1 6° 3" EDGE/G" FIELD WOOD SHINGLE ROOF - - -- 12 25/32" 8d 3 - 5d S COOLERS 5d COOLERS 7" EDGE/ 10" FIELD PACED SHEATHING 30# FELT p5X¢ GYPSUM WALLBOARD SPAC - - -- -- --- - - - - — STUCCO GABLE END5 FLOOR SHEATHING - - - -"- �_.'. - - 5 FEB.8,201`f A5 BUILT REV. --- _ 4 JUNE 16,2015 B.D.FILE STRUCTURAL PANELS. _ -" _ " OR LESS 8d I Od 6" EDGE/ 12" FIELD _ _ - ,____, __ . _ __ - / 3 FEB-25,2015 RESTORE TERRACE GREATER THAN Ill I Od I Gd G" EDGE/G"FIELD _ _ _ = 2 FEB.25,2015 DELETE TERRACE ---- ALUMINUM GUTTER NAILING NOTE I FEB.5,2015 57RUGT ADD IQUIKEMENTS ARE BA5110 ON WALL SHEATHING NAILED G" ON CENTIER AT TNI PANEL EDGE IF WALL 5HEATHING 15 I NAILING R -- -- - ,3i' II IFI ,,IIIf�31� � l�jl,:! ,�i�IIISI^III_ifj�llll ,��Illflldl(j�l_� NUMBER DATE REMARKS FOR STRUCTURAL 111.' 111 I,€IIIID €1111 IIsII• € I9 IL u _ _,_d_ , I I` _ _ tom I {I _ul�. �� a d s - - -. _ ---- _". - PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS NAILED 3 ON CENTER AT THE .. 4ip, (i u 3 I 1[ C I� _. .,.. _,-"-......-.._.._. -- - �_-" ...- - F_I: -r`b-y _�.-. ".. �..,-...__ __..-.-.. _�I� 9�s __ '-_�__.�.._�.� IL_ it I( I__ C N AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE -- _ _ ____-- - _ __ __�_w I -- _ _- _ _ __- _ OR ALTERNATE CONNECTORS, SU. \ -- °- -L I=- - ----- - — I Ig II _ ® \ ® _ _- , _ I w_771 ---- it MEMBEK5 SHALL BE DOUBLED, _H � 'r - _° Ig �i ARCHITECT LOAD PATH -, -_-__ - --- - - --- -- ------ _ ------ - _- CONNECTED MEMBERS THE TABULATED NUMBER OF NAIL5 SHALL BE - ",w - --- -w~-y— -- - _ _ NUE WHEN WALL SWATHING IS CONTINUOUS OVER CONN 0a E _-_ __._ __-.. -_ I ---- _- 2 WH --- -- - --- ---- W w=N. -_= Il,`; ->> \ °, ',=4- --"- m_ 020 OSTRANDER AYE B REDUCED TO I - 16d PER FOOT "I PERMITTED TO E � PIVEi�HEAD, NY IIci01 RIFY WITH RESIDENTIAL BUILDING44' - - ROOF NAILS AND 16 GAGE STAPLES ARE PERMITTED, VI 3 CORROSION RESISTANT I I GAGE � �=1pl�j ;,.i,,; o _ __ ._ ._ .__ -__ :. _a_—__ , __ =-� a�,�l __w_ m.=�_ ��'__'_�_�.. _.___ _�.. _ -' _'__—_'__ __-: . .__ __.,_ 631 r✓-�f�f X100 P 0�1—`72� 124 CODE OF NEW YORK FOR ADDITIONAL REQUIREMENTS / =_ ___. :_, _ __ _ _ _— _ ______.—=_== _-_ -= - =_--_ __= _-". .- = —_ "= THOMAS D. RILEY, P.E. 15T5 AND STUDS - -- -- - _- _ --- - - --- —_ ;, p11_ IIJI r _-m- ;- _ _ - m- y -- T- m - 4 ALL QUANTITIES ARE BASED ON i G OC SPACING FOR RAFTERS, JO / _ --- _-_ _. MITHTOW , NY II 18"1 - - _ _-_ _. _ - _ ._ __-_ -_- _ 43E�EL LANE 5 N HE ROOF INCLUDING 4 FEET ON EACH SIDE OF THE ROOF / _—.____-____ _ ---- _ __ ---- - ---------------- - - -.-_-- ----------- - ------- ----- SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OFT 5 FOR ROOF _ _ W _--W_ - - .- - T RIQUIREMENTS SNALL BE USED -------- --- - -- -- ------ -- -- ----- - — ---- .:v- __-_._,_ _._ .____-_ ._ -_ �__ - .--_-__ ----_" -=_- _..- - =_==`�= _-- — ------ ---------- I FOOT PERIMETER EDGE ZONE ATTACHMENT -- �__ - - _ _ __ __ _ _ PEAK THE 4 --_- .- --- -_- --=mo—i�- _.- .-__ ___. --_ __ -__ -�_ - - �-v -- � - ----- ------ -- - _ - - - - - -- - - -- FIRST FLOOR - --- ---- -- - - - - — - -- - ------ -., . _ - - .n.. -.,.- .,a s - FROP05ED ONE STORY HOME NTS, SHALL BE T_ ----_____ — -__ "-- --- ---____--- -- - ___—_ - - _---_��.�,-- -�_�� '_— - - -- -- �.." ._^3_T-- -.€ �_... ._, •", �'_i-�_.,., i T T. ..,�v.,.�a,�,,,,E��_A. 1.�. �,-� 1 , I ,•,i E s ENTREQUIREME _ - _ ,; „,,. __- . j F i 1+I1 ;,.I,I, 11yE I l,1 3 I, „ ,s IT Of __ - .-1.-.,.., ,s � ,€ ,;_ ."1 �;�; �"', �,=1 .,,11 t ,,T_� � "1`I,s, �i I1l � ( � X11 I, II;,�II1111�1; �1�;sgF :L1i-„,;J;R :I��I��I Iiil��Ii'.II:�,,_�_��-._,-+I-Ilalit;+. � G. FOR WALL SHEATHING WITHIN 4 FE W, _ _ ...„ _-_ a_. ,.-._ _ -_ ,E. m z__ _ -- ....G _-�_ _ __... -__,- � ,� I� ' I� � I �� ,�.I. ° �,g.y,°-��91I,I �� 1_��,� I, I�.,.�� -!�� I� I� `111 � �i��_�k��III��I��1.�. ��I __-___---- ----------_- --_ --_ --------- _ ----- FETROCELLI RESCENCsE Re _. ._=W - =r. y_.-_ 5,4YVIEW, TOWN OF SOUTHOL.D - -- --- - - - - ..—_u---__---- ___.---__- —_____-�..�_�.-_:-�__:.--_-N�w---�__�._- - _-•----- - - ----�--.. - . . - __ TY, NEW YO DI 0 -- -- - ST 10 OO, SE®U81, BL_K. 3, LOT I�. - SUMP II - � I- _ 13RIGK VENEER _ � I I NORTH � WF-ST ELF-VATIOSIS FL I I I IL - - -�- - - - - - - -- - -� -- I I � NA I L I NC 5r..HEDULE CELLAR 5LAE3 I ---�= � D 6 P JAN. 16, 015 - - - - - - - - - - - - - - - - - - - - - _ _ _ - -- - -- - _ - ___- - - -_ - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SCALE: I/4" = I'-O” JOB NO.: c. ).`= DRAWING NO. r vk' WE5T ELEVATION ~ SCALA . 11411 = I '-O" I STUCCO OA BLE ENDS WOOD 5HINOLE ROOF OVER 30# FELT > SFA�GED 5HEAT� INC O 4„ VTR O 4" VTR _ = . : '., ._. __ - _ -- - - BGG ST ' 1 _ 4" VTR O O _ -- - - - --' -= i LAS�+INc O,o - - - - _ - - - - - - -_- _ - - - - _ - - ' BATH i BATH 3 POWDER RM. BATH 2 --_---_`- 2u 12' 2" 2" 2" FT 12 4 IIiEE II —_ II}211 211� 2 -- 2" DW 2 I I i: l i2 ---- _- _ RAIL - TYPE AS FIRST FLOOR 2 2 z FIRST FLOOR _ _ - -_ _-_-_- = ----- wooD S�+IN�i-E5 �5 — ------------ -- -- -- SEL.EGTED BY OWNER 5Y OWNER 4 411 fAI I3" L__z 1-22 F I.._A—._S__1_-6.—T—�M_-F-L--O=_ OfRsr_•: -:___-:_'y_:.�Wi--`',_'_*__=-_..--_C%I _'-=O�S—=--�A-LNIfrF='v=-=FAT�='_E=rLIfRSI-`_r•T=Sl�:._O_.Y=(=`_�__,=:"L:,_/-.j-1_r-t_•--i—_l:r--_%_l-V__—_f_-_-�I_-`.=—-p--_N;,�__-':-___{-I;,_'_?__-(-._iE==.�__:.__:=':�_-_a i__I1_L__!_._---__,!/;1I:.-.___4_=•-__-:-:j__4r__—._ ._-_•_-i I_._-,_'w__-..i_S:c_W=-�-at-�_=_- ^f.•�-_-,_�--.s- NOTE. PLUMBING FIXTURES * TRIM 5HALL •_"_:'_=___�.---__,___--_-_-V__ _—F�INj= -__I_S-_--�—_H-_Efi�XP-_--OSE_=—_-D CONCREE AS D-_-i—t_ - I_-.-__ T- -EDBE A5 5ELECTED BY E:1 _--_-' E:1 OWNER CELLAR C.O. 4CELLAR _ __-_-_-_----_ - -._— —hI5N—IVB_#E=)—R.R. S--I FDEAB- -,N2Y0— 1 5 — C.O. 411 \ CELLAR SLAB 4" EHCI HOUSTRAP _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _< SEPTIC 5Y5TEM 5ANITA\Y PI5EP DIAGRAM A-5 SCALE NOT TO SCALE JOUTH ELEVATION SCALE : 1/4" 1 '-0" EXTERIOR VENTroXb P05T 12 (2)2X4,S` UDS ® 4± O G. FASTEN TOnTi1MSER WOOD SHINOLE ROOF X55 . FEB. 8,2017 NA"Ef5 —RMUB TI LIGTA5 D R�DE V .0)2X4 STUDS5FAeED SHEATHINOOVER 30# FELT 4 .UNE 16,2015 B.D. =11E OO= TRANSITION _ _ 5 FEB.25,2015 f�STORE TERRACE a FEB 25 a015 DELETE TERRACE 4 5TU(5)2XERT C. TASTA.I.A. SAFETY OLASS SAFET 'D SAFETY ARCHITECT 0.< iSLA55 5LA55 (520 RAVENUE 651-5cici-8106 F 651-727-1244 < < THOMAS ho RILEY, P.E. 4 BEZEL LANE 5MITHTOwN, NY 11 724- � 7 N'i1hu , 7„88PWOOD SHINOLES AS 1 FIRST FLOORELECTED BY OWNER 7 d E STORY � -P.dW IMN� a ' .� e®CELLIRESIDENCE di BAYVIEw, TOWN OF SOUTHOLD J__ SUFFOLK GOUNT1 , NEW YORK D15T. 1000, SEG. ed, 5LK. 5, LOT NI qO..6 VERIFY FIN15H ORADE IN FIELD I--- SOUTH � EAST ELEVATION S - - - - - - - - - - - - - - - - - - F,I5ER DIAGRAM CELLAR SLAB DRAWING PREPRRED JAN I6 2015 50ALE: 1/4" = 1-O" - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - JOB NO.: � fvv EAST ELEVATON SCALE : 1/4" 1 '-0" 2 Ht `T 2X T40 SHEATHING AS SELECTED BY OWNER WOOD SHINOLE ROOF OVER SKIP SPACED HEAVY TIMBER - --` 5HEATHINO (SOLID 5/4" STUCCO GABLE INTERIOR FRAME ® - r SHEATHINO AT EAVE5) LIVING ROOM ;1 ---- - -` i ENDS - BUILD OT — - GABLE5 TO ALIGN �I WITH BRICK BELO1 - ii � .� WOOD SHINGLE ROOF AS DIRECTED BY OVER SKIP SPACED OWNER t,O.G. SHEATHING (SOLID 3/4" I 1 SHEATHI NO AT EAVES) 2Xa RR ® IV, 12 1 If r " 1 6Xa POST l J f i ( lI if HILTI 5CREW l CANTILEVER FASTENERS EACH GEILINO .1015T5 TO GABLE STUD TO / R-50 FO INSULATION i INTERSECT Ti7-11JSS TRANSITION RAFTER — , ". I (5)15/4 X gy2 - -MIN./2n GYP. BD. �- _ WALL5 4 CEILING - i 2Xb a 16" D.G. 1 ? 1 ,a STEEL ,! VERIFY WITH OWNER ��®OF 1 ouTRIG0ER5 ,€ ,s 4° BRICK VENEE '',`' I PLATE ' STRUCTURAL PVC 2 _ R-13 FCS ETWEEN .JACK [ GO � t, B , „ � FIN. FLOOR AS PER �'� COLUMN STYLE AS k ¢ `, 1 f� ,f r• I NSUL. I�� ® � I��IN� �� 2 AIR SPACE � �. SELECTED BY STUDS a OWNER OWNER _ 1 WINDOWS ---- - _ - -- - I 2X4 STUDS ® '}Y E 3 — . 1 �_ .. Y - iI I i ' I. �, 16 O.G. /4 TSO PLYWOOD 5/911, — I I " �I I! I I� ��( 'I �I III �, / — OVER 1=" " } -3-- ! i �i Ic r� I 1 F=. E I it i 5HEATHING GLUE PLYWOOD ` EI NAIL jf ! -- _i p{ 1 t .( TERRACE FINISH MATERIAL l. ,I 9 7 ' { li fF 4 r Sal I 1 I SHEATHINGL1J �� = _YY r7 � l� 1$ , -- -- - - — �!. FIRST FLOOR - - l_ - 3, f !� 3 1 ; E I 1 I� s ! [ l AS PER OWNER � � - --- � ... '' l I � M I ^� I II l i� �I 1 i1 l��f 3 [ I�w 1r�-; FIRST FLOOR _ --� ---- - - - - ------ - ----- ------- - -- -- - — - - - ----- -- ----- -- — CONC. SLAB WITH &X6 - - ---- -- —R-50 FO INSULATION 1 GONG. _ W4.0/W4.0 WWM FOUND. W �T-- I 1 m I ; 2XIC FLOOR JOIST a 16° D.G. , V. =s`_ 1E'�� - �-i I _il _ -� Ill �1 -r' . -sA a t3,u-1 -;7- ,; I -Q,-45 _{g 4 1 I K1 :3'11i ,f=f' o _`' — — - �[[ CONC. _ J 6T — — if� „ 12" GONG, a - FOUNDATION WALL- !'i . g T123' - — — -- - FOUNDATION WALL_ 12" GONG. - -- — -- -- FOUNDATION WALL. I Il I 4" GONG. SLAB WITH 4" GONG. SLAB WITH I roX6. w4.O/w4.0 WWM b I - — — -- M (b. V44.011^14.0 4+.®�4,0RVINM 4 6 I I MIL VAPOR. BARRIER CELLAR SLAB 1 SLAB CELLAR „ 24" X 12" FOOTING b POROUS FILL BASE WIT§ 2-#5 CONT. — — — — — I6" X FOOTINO WITH 2-#4 CONT. C SECTION C-C SECTION AA �_ _ A-6 SCALA : I SCALE : 1/4" = 1 '-0" I I a I WOOD SHINGLE ROOF HEAVY TIMBER OVER SKIP SPACED INTERIOR FRAME a 5HEATHING (SOLID 5/4" LIVINO ROOM SHEATHING AT EAVES) 5/4" X b" T46 2Xa RR alb" D.G. SHEATHING I 1 ! FEB.a,201'7 A5 BUILT REV. 4 .LUNE 16,2015 B-D.FILE 5 FEB.25,2015 FZEsTORE TERRACE I (I l f ( I I 2 FEB. 25,2015 DELETE-I�RAGE HEAVY TIMBER I FEB. 5,2015 5TRUCT ADD NTERIOR FRAME- R-50 F.�. INSUL. TO GABLE �-jo F.�. INSUL. NUMBER DATE REMARKS R-50 ROBERT Ca T ST, aI®Aa = ARCHITECT I 620 OSTRANDER AVENUE L I V I O ROOM � K I Tr HEN 0 MUD ROOM RIVERHEAD, NY I Ig01 I 631-5gg-a I Ob F 9>51--72-1-1244 3i4° T$6' PLYWooD THOMAS D. RILEY, P.E. SHEATOING - GLUE 4 BEZEL LANE SMITHTOWN, NY 11787 NAIL (651) 724078a8 _ FIRST FLOOR I, _ 1 PROPOSED ONE STORY HOME � _ FET 0C ELL I FES I LENGE R-50 FG INSULATION BAYYIEW, TOWN OF SOUTHOLD ORADE VARIES - SUFFOLK COUNTY, NEW YORK ,T-.I - VERIFY IN FIELD DIST. 1000, SEC. Fal, E3LK. 5, LOT Ig.6 FOUNDATION WALL _ W SECTIONS j-- -- —— - 4" GONG. SLAB WITH — —-- --' &X6. W4.0/W4.0 MM $ C MIL VAPOR BARRIER CELLAR SLAB - DRAWING PREPARED JAN. 16,2015 RR R -= 50ALE: 1/4„ = 111 V D SECTION -LJRR JOB NO.: I A-� SCALE : 1/41' = i '-o" PI^tlN NO, NAILING 5CHEDULE (AS PER 2001 WFCM TABLE 3 1) NUMBER OF NUMBER OF 4 P-6" JOINT DESCRIPTION COMMON NAILS BOX NAILS NAIL SPACING 16'-0" ROOF FRAMING 416 1 i d �u RAFTER TO TOP PLATE(TOE-NAILED) (TABLE 3 4A) 3 -8a 3- I Od PER RAFTER — — — — — — — — — — — — — — — —� - - - - - - - - - - - -- - - - - - - - - - i - - -- - - - - - - - - - '" HOLD 1 �< </ HOLD F - - 1 CEILING J015T TO TOP PLATE(TOE-NAILED) (TABLE 3 4A) 3 -8d 3- )Od PER J015T _ _ � Y_ DOWN � 2."C& �iTUl7S 16" G. THIS HALL c£ DOWN - - - - - - - - - - - - - - - - -- - - - CEILING J015T TO PARALLEL RAFTER(FACE-NAILED)(HEEL JOINT) I — I I6" X �" POOTINO I 161,O C RAFTER 3 12 10- led 10-40d I I I I ( 1 I SLOPE 4 !2 8- 1 Gd 8-40d (TABLE 3 9A) 5 !2 6- 16d 6-40d EACH LAP I I 1 7 12 5 1 Gd 5-40d I I I O 9 12 AND GREATER 4- 16d 4-40d I I I I I _ X �1 CEILING J015T LAP5 OVER PARTITION(FACE-NAILED) I I I I 11 RAFTER SLOPE 3 12 10- )Gd 10-40d (TABLE 3 9A) 4 12 8- 1 6d 8-40d X I 1 I'-5.. I,_I4 14'-82 1 .14, 11 -5" I , J 5 12 6- 16d 6-40d EACH LAP I I t, ! X 7 12 5 166 5-40d 9 12 AND GREATER 4- 1 Gd 4-40d I I I I m 1 m COLLAR TIE TO RAFTER(FACE-NAILED) 2'-6" X 2'-6" X 11--0" COL. RAFTER 5LOPE 3 12 3- 1 Od 3- 1 Oct I I —POOTINO - TYPICAL F_ -1 (TABLE 3 6A) 4.12 2 - 1061 2- I Od I I x 6x6 COLUMN 5 12 2 - !Od 2- 106 PER TIE 6 12 AND GREATER 2 - I Od / x BLOCKING TO RAFTER.(TOE-NAILED) 2-8d 2- 106 EACH END PU I I ( �— — — — L —1— —1 ( I RIM BOARD TO RAFTER(END-NAILED) 2- 16d 3- 1 66 EACH END I I 2X14 RIDE NOTES GENERAL 1 1. CONTRACTOR SHALL VERIFY ALL JOB AND FIELD CONDITIONS, AFFECTING ALL WORK AND OBTAIN ALL DIMENSIONS TO INSURE THE PROPER STRENGTH FIT AND LOCATION OF THE WORK REPORT, IN WRITING,TO THE ARCHITECT AND ENGINEER ANY AND ALL 1 CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT, H23A ® Ib" O.G. OR PREVENT, THE PROPER EXECUTION AND COMPLETION OF THE TYPICAL. i 2X5 GJ a 1611 O.C. WORK HOOP ShfINSLE ROOD OVER 5KIP 5PACEV 2 ALL CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE ( (SOLID 5/4" PKOV1510NS OF THE NEW YORK STATE BUILDING CODE LATEST SHPATHING I 6X8 SHEATHING (S EAVES) EDITION AND LOCAL BUILDING DEPARTMENT REQUIREMENTS 3 ALL REQUIREMENTS SPECIFIED IN THE CODE SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR, OR SHOWN, ON THE DRAWINGS bX3 THI5 SHALL NOT BE CONSTRUED TO MEAN THAT ANY ��°� BRACE '�6� I 2XIO RR C Ib O.C. WOOD 5HINGLE5 OVER 30#FELT REQUIREMENTS 5ET FORTH ON THE DRAWINGS MAY BE MODIFIED SIDE POST- y SPACED SHEATHING BECAUSE THEY ARE MORE STRINGENT THAN THE CODE TYPICAL \ 12 ROOF RAFTER N CEILING JOISTS\\ REQUIREMENTS OR BECAUSE THEY ARE NOT SPECIFICALLY REFER TO PLANS FOP SPACING — SIMPSON C520 @ I G"O C REQUIRED BY CODE � ATTIC, r�§'IEA-�1 j1NG ! 8-8d COMMON NAILS IN EACH END 4 CONTRACTOR SHALL OBTAIN ALL NECE55AKY PERMITS AND I ARRANGE FOR ALL INSPECTIONS AS REQUIRED BY APPROPRIATE AQP OHNER OF STRAP MIN BUILDING DEPARTMENTS (3)15/411 X lf4" ML It ROOF RAFTERS 5 DO NOT SCALE THE DRAWINGS, ANY DISCREPANCIES SHALL BE REFERTO PLANS FOK5IZE @ REPORTED, IN WRITING TO THE ARCHITECT FOR CLARIFICATION SPACING 2X& C.1 @ 16" O.G. �� i FOUNDATAONSS* CONCRETE TL I j FOOTINGS SHALL BEAR ON UNDISTURBED 501L HAVING AT LEAST SIMPSON H2A @ I G"O C THAT CAPACITY 2X4 5TUD5 0 16" 6X6 POST BEYOND l 2" PLYWOOD 5-6d COMMON NAILS 2 ALL CONCRETE SHALL BE STONE CONCRETE AND SHALL DEVELOP O.G. - PROVIDE 5HEATHINO @ EACH END A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF a� SOLID GATS 1 3000P5I CONCRETE EXPOSED TO WEATHER SHALL BE AIR MI®-SPAN I I EXTERIOR WALL STUDS I RIDGE STRAP ENTRAINED I REFER TO PLAITS FOR SIZE 3 DETAILS AND GENERAL PROVISIONS, FOR CONCRETE 1 SECTIONS FOR SPACING A-7 SCALE NONE CONSTRUCTION, SHALL CONFORM TO THE REQUIREMENTS Of THE I LATEST ACI BUILDINGS CODE, ACI 3 18, AND MANUAL ACI 3 15 4" GONG. SLAB WITH I Ib" X Ib" GONG, PIER ON bxb. w4.aiw4.a WwM 6 1 OOT 11 NO-6 X11-011 6---N WTERFOP PLATE STRAPPING �r MIL. VAPOR BARRIER A-� SCALE • NONE +1 _ — _ CARPENTRY I ALL STRUCTURAL FRAMING LUMBER SHALL BE PRESSURE 'ii 'j_ '��>'3 TREATED#2 OR BETTER HEM-FIR,SP OR DOUG-FIR, FB=1 150 l ,�ls I - c �I ; � 9 j _'_= g �-'- ��ral=-� PSI UNLESS OTHERWISE INDICATED �� Jl rOUNDATION HALE ," __ -_ 2 WOOD STRUCTURAL MEMBERS MUST BE PRESERVATIVE TREATED, WITH PRESERVATIVES AS APPROVED BY STATE, AND Ib" X 6?" F0071NO LOCAL BUILDING CODES , TO DEFINITE RETENTIONS AND HITF'I 2-#3 CONT. I PENETRATIONS IN ACCORDANCE WITH THE AWPA STANDARDS C-I AND C-2 SECTI ON A A 3 ALL LUMBER AND CONNECTIONS SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE BUILDING CODE AND WITH THE NATIONAL DE51GN SPECIFICATIONS FOR STRESS GRADED LUMBER AND ITS SCALL : I/411 = 1 '-011 1 FASTENINGS LUMBER SHALL BE FURNISHED AND INSTALLED, COMPLETE WITH ALL FASTENINGS, ANCHORS, BLOCKING, BRIDGING, SADDLES, HANGERS, ETC REQUIRED TO COMPLETE THE JOB ALL STEEL BOLTS CONNECTING WOOD MEMBERS SHALL BE SUPPLIED --- WITH AND TIGHTENED AGAINST STEEL WASHERS OK PLATES J015T HANGERS AND CONNECTORS, STEEL BRIDGING AND OTHER SPECIAL CONNECTIONS AND HARDWARE MUSL BE INSTALLED IN --- -- - ACCORDANCE WITH NEW YORK STATE BUILDING CODE 1"SPACING ALLOWS HOLDDOWN REQUIREMENTS WHERE FASTENERS ARE NOT SPECIFICALLY INSTALLATION INDICATED OR SPECIFIED THEY SHALL BE FURNISHED IN ADEQUATE NUMBER AND SIZE - - - --- - ----- - - - - - -— TYP TRIPLE STUD MIN @ SHEARWALL 4 ALL CARPENTRY WORK SHALL BE PERFORMED IN CONCORDANCE 12 HARDWARE WITH GOOD TRADE PRACTICE, RECOMMENDATIONS Of LOCATIONS TYP MANUFACTURERS'AND IN CONFORMANCE WITH THE NEW YORK "1 NAILING 2-1 Gd 10" END WALL STATE BUILDING CODE, AND THESE SPECIFICATIONS: - --------- ------ -- — - - - - - - -- — EXTERIOR WALL STUDS r - _-_ O.0 STUD TO STUD -Q A FASTEN SECURELY ALL PARTS OF CARPENTRY WORK IN -------�_...-___ ._~._ .________ — .--..- _-.._____-____�______-_~___.-_ -_.._____ REFER TO PLANS FOR5IZE 10 THEIR PROPER PLACE, BRACE, PLUMB AND LEVEL ALL 2-I Gd COMMON NAILS @ G"O C SECTIONS FOR SPACING z 1 -- � 5/8"O ANCHOR BOLT MEMBERS AND SECURE WITH SUFFICIENT NAILS, SPIKES AND ---------------- -- @ 3'-0" BOLTS TO INSURE RIGIDITY WOOD 5HINOLE5 A5 cv B NAIL LAPPED JOISTS OVER ANY BEARING TOGETHER WITH ------ -- -- - --- -- ------------------------SELECTED BY OWNER------------------------- ----------- -------- --- HOLDDOWN 5IMP50N • TWO IOD NAILS, SECURE BUTTED JOISTS WITH I INCH WIDE 4 � µ~ HDU8-SD525 CORNER STUD CONNECTED TO � �- _ - �- � � — - BY 1(5 INCH METAL STRAPS AND TWO 8D NAILS TO EACH _ ! TRANSFER 5HEAR C TAIL JOISTS, OVER 4 FEET LONG, AND HEADERJ015TS - --- --------------------------- — ------------- -------- ----- - - - • _ __ 2 IN. _ " SHALL BE HUNG IN APPROVED METAL STIRRUPS, OR -- - �- ______---. - -- - .., w ----- -- --------- - -_- - --- ------ 1 I HANGERS, AND SPIKED SECURELY UNLESS SUPPORTED ON 3"SLOTTED SQUARE A WALL OR GIRDER - - -~ ------- PANEL NAILING m 1 ii II E REFER TO PLANS FOR 3 6"CMU FOUNDATION REINFORCING SEE PLAN ; LINE OF DOUBLE 2xG C:`;-:-- 'wNw - -~_-- 70 5/8"O ANCHOR BOLT i� I SILL PLATE @ 1VE,RTICA ' ! IPT v� �- - — - " I - - = -- _ _ -- -- -- S- - - ---------._. . � __.�...."..__ 4 ANCHOR BOLT SPACING � 6 3----_-- � r_e_. _. �—i — ;- �. j E_ n�a l I - - . . .:. I � :tee 1 I_ m --=µ- 7 N OLDDOWN DETAIL A- I SCALE NONE _. _____ _ _- I p f ~-__- e»;r.- I _ -A-- SCALE : NONE SEE PLAN FOR LOCATIONS I I I I I 1 I -- - - - - --- - - - - - - - - -i— - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — L - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - I - - - - - - - - - - - - - - - — i EAST ELEVATION SCALE: 1/4" = 1 '-0" i v I =_ ( I I APRIL 1, 2017 AS BUILT I 1 NUMBER DATE REMARK5 I I 12 I ROBERT C. TAST, A.I.A. ARCHITECT I6620 05TRANDF-R AVENUE WOOD SHINGLE ROOD _ OVER 50# FELT RIVERHEAD, NY II-101 5PACED 5HEATHING b31-3��-8106 631-72`1-1244 WOOD 5HINOLE-5 A5 -THOMAS D. RILEY, P.E. 5EL.ECTED BY OWNER 4 BEZEL LANE 5MITHTOwN, NY 111e,1 I (631) 124-7888 I PROPOSED 5ARAOE PET OGELL I RES I DENOrz f T SUFFOLK COUNTY, NEW YORK DIST. 1000, SEC. al, BLK. 3, LOT 11.6 WOOD SHI AS AR251-3 AP-251-3 �,� �� ELEVATIONS k SELECTED BYY OH OLdNER 4 - SF-GTION E � - I _WOOD SHINGLES A5 SELECTE® BY OWNER DRANING PREPARED JUNE. 16,2015 II SCALE: 1/1'.1 = 11 ,1 f JOB NO.. ORMI O NO, E-.pl L � - - - - - - - - — — —— - - -' - - - - - - -— - - - - - - - - - - — 1 — - - - - -— — — - - — LI — - - — — — — — — — — — - - - - -- - - - -- - - - - - -- - - - - - - - - - - - - - - - - Wf-5T ELEVATION ' 5OUTH ELEVATION SCALE : 1/4" = 1 '-0` NOTE: NORTH ELEVATION f<, / . r.` MIRROR IMAGE WR WITHOUT POOP, ,} �, G";�_ � Q0Prb GOMPLY LL CCOD"ES OF -VI/ Yo NE TOWN CODES Appirlov,L-'D "�qj - � ; r- AS REQUIRED AND C-ONDITIONS' OF F-62-a- 4P /7 Pp I- NOTIFY BUILDINt.1 DEPAHTMIENT AF t-P"M-MOARD 765,1802 8AM TO 4PM FOR THE SOU MOLD 1'01NN TRU�'l EES FOLLOWING INSPECTION-, 6 I. FOUNDATION - TWO Pm1=wNfflwmmm0R0CELL1 R SIDENCE - R EQ U I R(E D FOR POURED C,()jwRETr'_' 2. ROUGH - FRANIING 1% 3. INSULArION LUMBING OCCUPANCY OR MN SS PECTIKA,` lu T 4. FIN,,�L - CON'3TRUCTION b1U,(_,T 3 3.0. BE COMPILLIE FOR ( USE IS UNLAWFUL ALL CONSTRUCTION SHALL. IVIEET THr- WITHOUT CERTIFICATE HEQUIREMEN-f S OF THE GODES OF NEW YORI( SIATE. NOT' RESPONSIBLE FO' OF OCCUPANCY OFOSIGN OR CONST[jUCTION L-FjR0h),c,, TRUSS PLACARDING REQUIRE0 AbbREVIATION5 GENERAL NOTI-5 PRE5CKIFTIVE DE51GN LIMITATICN5: CODE ANALY515 L15T Of DRAWINGS OCCUPANCY Residential A-0 NOTES I CONTRACTOR SHALL VERIFY ALL J05 AND FIELD CONDITIONS, AFFECTING ALL WORK AND OBTAIN ALL DIMENSIONS TO Al TPIBUTL LIMITATUI PEFf"fNCE A FIGURES PROPOSED) REFERENCE STANDARDS A- 1 CELLAR * FOUNDATION PLAN INSURE THE PROPER STRENGTH FIT AND LOCATION Of THE WORK REPORT, IN WRITING, TO THE ARCHITECT ANY AND ALL 5ffcrION A/C -AIR CONDITIONER K. -RISER NUMBED OF 51-OKlEo KCNY5 -RESIDENTIAL CODE Of NEW YORK STATE CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT, OP. PREVENT, THE PROPER EXECUTION AND I 1 3 Ij I Ke5idential Code of New York State A-2 FIRST FLOOR PLAN ADJ -ADJACENT KEINr -REINFORCE COMPLETION Of THE WORK FLOOR SYSTEMS Wood fr3MC Construction Manual AF PA A-3 ROOF PLAN AFF. -ABOVE fIN15HED FLOOR READ. -REQUIRED Climate Zone: 4 A-4 NORTH � WEST ELEVATIONS 2. ALL CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS Of THE NEW YORK STATE BUILDING CODE LATL5T LUMELF', JQI'jT'_-)PM 2 G IS, Degree Days: 5750 DO NOTA PROCEED WITH ALLOW -ALLOWANCE REV. -REVISION TO15T5 J06T',PACING 24" EDITION AND LOCAL BUILDING DEPARTMENT REQUIREMENTS. S 1 3 zL, FRAMIG UNTIL SURVEY NAILING SCHEDULE ALT -ALTERNATE KM -ROOM CAN rILEVEP5 -51-IFFOPTING LOAD15fAKNG V,/ALLb OF.5HEAFWALL5 d(depth)* 3 13 Lc 2 1,A N/A DESIGN LOADS- OF FOUNSATION '_OCATIOt A-5 SOUTH � EAST ELEVATIONS k, ALUM -ALUMINUM RR. -ROOF RAFTERS 3 ALL REQUIREMENTS SPECIFIED IN THE CODE SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR, OR, SHOWN, ON THE DRAWINGS 5ET15ACK5-LOADDEAKING WALLb OP5HEAF�WALL) CI 3 1 3-2 d 2 1 ci WA HAS BEE":N APPROVED. A/P -AS ffK 5 THIS SHALL NOT BE CONSTRUED 1-0 MEAN THAT ANY REQUIREMENT5 SET FORTH ON THE DRAWINGS MAY BE MODIFIED BECAUSE THEY ARE ��===� Attics. 20 p,5f RISER DIAGRAM i-LOOP VERTICAL I'LOOK OfF5ffT d i 3 13 2e —12 �!/A Rooms other than Slee pincj p Koom5 40 5f A-G SECTIONS SAN -5ANITAKY MORE STRINGENT THAN THE CODE REQUIREMENTS OR BECAUSE THEY ARE NOT SPECIFICALLY REQUIRED BY CODE DIAPHRAGMS FLOOR DIAPHRAGM ASPECT PATIO TABLE 3 G5 3—2f - 5Leepincj Rooms- 30 p5f BATT. _BALI EN 5D. -SMOKE DETECTOR FLOOR DIAPHRAGM OPENINGS LESS Of 12'OP 5V% _TI 3 2q 1 4 NA A-7 DETAIL5 4. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND ARRANGE FOR ALL INSPECTIONS AS REQUIRED BY APPROPRIATE Of 13[1)'G IAMU15hN 5tall-5- 40 p5f BLDG. -BUILDING Sf. -SQUARE FOOT (FEET) 5L. -SLIDING (DOOR) BUILDING DLPAKTMENT5 ETC CERTIFICATE Of OCCUPANCY, UNDERWRITERS CERTIFICATE, WARRANTEES AND LIEN KELEA5E5 Handrail��,- 200# WALL SYSTEMSC_ SHALL BE OBTAINED BY CONTRACTOR AND DELIVERED TO OWNER PRIOR TO FINAL PAYMENT. Roof- 20 p5f ground snow load PLUMBING C-1 -CEILING J015T5 T LOADBLAPING WALL HUGH] 10, 3 1 3 3a Basic Wind Spec& 120 mph ALL PLUMBING WASTE CT -COLLAR TIES T -TREAD 5 DO NOT SCALE THE DRAWINGS, ANY DISCREPANCIES SHALL BE KEFOKTfD, IN WRITING TO THE ARCHITECT fOR CLARIFICATION. NON-LOAL)b[fAPING WALL I-IffIGI-IT 20' 3-1 3 Uplift 16 1# &wATER LINES NEED W,I\t-[-5TUDS WALL STUD SPACING CANT. -CANTILEVER TSG. -TONGUE AND GROOVE G GENERAL CONTRACTOR SHALL COORDINATE FOR EASE AND RAPIDITY Of CONSTRUCTION THE WORK Of ALL TRADE5. ALL SLOTS, 24"0 C 3 1 3 3b Dcad Loads. 10 F5f TESTING BEFORE COVERING CL -CLO5ET T05 -1-01' Of STEEL SLEEVES AND/OK OTHER OPENINGS TO BE COORDINATED AND SET BEFORE POURING CONCRETE 5HEkRV,/ATL LINE OrF5ET 4' 3 1 3 3c CEIL. -CEILING TOW. -TOP Of WALL 5HffAKWALL5 51-ILPY.WALL 5TOKY OFF5ffT CI 31 33d 1 C N/A DEFLECTION LIMITS. CLK -CLEAR TYF -TYPICAL 7. CONTRACTOR SHALL PROVIDE ALL THE NECESSARY SUPPORT, BRACING, SHORING, ETC., (TEMPORARY AND/CR PERMANENT) AS 5HIfkKWALL 5EGMENT5 ASPECT PATIO TABLE 3 17D 3 1 3 3e 1 7 I G—I Rafter-5 with no ceiling attached L 160 C.O. -CLEAN OUT T C. -TRIMMED OPENING REQUIRED FOR THE 5Aff- INSTALLATION Of NEW CONSTRUCTION. ROOF SYSTEMS --- Floors: 0 N 3 A RE R f-.,f R E D COL -COLUMN U 6 SUBMIT SAM P LE5 AND CATALOG CUTS OF ALL MANUFACTURED ITEM 5 AND FINISH M ATE RI AL TO OWN E K fOK AFFROVAL F KI 0 R TO 0 KID E KI N G UNAINAU�F PLUMBER CERVF40M, �'AffffP.5FAN(ITOP ZONTAL Pi"DJECTION) 2G, 3 1 43 - g at 765-15r.,, i before CONC. -CONCRETE UL -UNDEKWKIT�F\5 LABORATORIES LUMBER 16 2" PArTLK5 KAfTtR 5PACING 24"0 C 3 1 3 4[, - contact Tris ON LEAL)C01VTEt47 80M -CARPET U O.N. -UNLESS OTHERWISE NOTED 9. PROVIDE FIRE, SMOKE AND CARBON MONOXIDE DETECTION SYSTEM AS PER, LOCAL CODES AND NEW YORK STATE BUILDING CPT. LL55 OF 2'OR ArTLP — batkfillj OR Provide Engineer's Certification P RAFTER OVEKHANG LENGTH ffAVE 3 1 3 4C 2 1 CERTIFICATE,0FW,,�V ANCY CT -CERAMIC TILE V CODE AND INSTALLATION 5PAN/,' th9t th@ draInage has beef,Installed to Codo, P,Ar,lf OV�PHANG LENGI h LE-95 Of 2�CII;L I ,1 4, 2 1 SOLDERVS� D VCT, -VINYL COMFO51TION TILE 10. REPAIR ALL DAMAGES TO EXISTING BUILDINGS * 51TE INCURRED DURING COURSE Of CONSTRUCTION. REPAIR MAT�KIALS, 5PAN/2 DBL -DOUBLE Vif -VERI FY I N f I ELD SUPPLYSYSTR OA,W WORKMANSHIP AND FINISH SHALL MATCH EXISTING ADJACENT UNLESS OTHERWISE DIRECTED BY OWNER. FIOOT�sr_oPt DIA -DIAMETER W FLAT- 12 12 1 3 4�i 5± 12 EX&ED WO 0,116 DIST. -DISTANCE Koor W/ WITH CONCRETE DIAPHPAGM5 ROOF DIAPHRAGM A5PECT PATIO TA13LE 3 IGA,' 1 1 5 DN. -DOWN WWF -WELDED WIRE FABRIC 1 y1 DW. -DISHWASHER 1 . ALL CONCRETE SHALL BE STONE CONCRETE AND SHALL DEVELOP A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS Of 3000F51 DWG -DRAWING WP -WATERPROOF UNLESS OTHERWISE NOTED CONCRETE EXPOSED TO WEATHER SHALL BE AIR ENTRAINED, 2 DETAILS AND GENERAL PKOV15I0N5, FOR CONCRETE CONSTRUCTION, SHALL CONFORM TO THE REQUIREMENTS Of THE LATEST ACI EA -EACH BUILDINGS CODE, ACI 318, AND MANUAL ACI 315 CLIMATIC GEOGRAPHIC DE51GN CF,I Tff K i A` EP -ELECTRICAL PANEL TADULAT ION5 EQ -EQUAL CARPENTRY EOUIF -EQUIPMENT 1 . ALL WALL BEARING BEAMS TO HAVE STANDARD ANGLES, ANCHORS AND BEARING PLATES, UNLESS OTHERWISE NOTED ZONE = K-40 EXIST -EXISTING GROUND WIND SEISMIC SUBJECT TO IDAMAGf BY WINTER ICE 5NUD EXT -EXTERIOR SNOW (5FEED IN DE51GN UNL)�PIAY FLOOD AREA Of PROPERTY = 1,51 ,4r� 15 5f 2. ALL 5TRUCTURAL f KAMING LUMBER SHALL BE #2 OP, BETTER DOUG-f IR, f5= 1 200 F 5.1. AND If = I GOO,000 F 5 1 UNLESS OTHFKW15E LOAD MPH) WEATHER- FROST LINE DE51G1,1 WW K INDICATED, WITH SPF UTILITY SHOES AND PLATES, STUD GRADE FRF- ALL LINTELS SHALL BE DOUG-FIR WITH FB = 1450 P I CATEGORY INCDEPTH TERMITE DECAY TEMP AREA Of PROPOSED HOUSE = 1 ,679 SF F — D_T EAI. -fRf_5d AIR, INLET(INTAKE) 3 ALL ROOF PLYWOOD PANELS SHALL DE EXTERIOR CDX GRADE, WITH �XTEKIOK GLUE, SHALL MEET THE REQUIRIJAENT5 01` THE N/A IIER. MO 0 SLIGHT TO YES AREA Of EXISTING = GO I 5f 20 F5f 120 P 301 2 2 SEVERE 3�0" HEAVY MODEPATIf III , PROPOSED TOTAL FLOOR AREA = 2,480 5F PD -FLOOR DRAIN LATEST EDITION Of THE U 5 PRODUCT5 STANDARD F5-1 , AND SHALL BE IDENTIf IED WITH THE APPROPRIATE GRADE TRADEMARK Of I I I I % COVERAGE 1 .36% (20% ALLOWED) FF. -FINISH FLOOR THE AMERICAN PLYWOOD A550CIATION FIN, -FINISH FTG. -FLOORING 4 WOOD STRUCTURAL MEMDER5 IN CONTACT WITH MASONRY, OR CONCRETE, MUST BE PRESERVATIVE TREATED, WITH CIL-BORNE AREA Of COVERED PORCH = 87 5f FL. -FLOOR v CHEMICALS OR CKFO50Tff, TO DEFINITE RETENTIONS AND PENETRATIONS IN ACCORDANCE WITH THE AWFA 5TANDARD5 C-! AND C-2, AREA Of KA15ED TERRACE = 260 5f 'E BARRIER, MEMBERS AND WALL. I`LUOK, -FLUORESCE=NT BEARING PLATE5, AND M015TUK \1EK, SHALL BE PROVIDED BETWEEN WOOD MEME FP. -FIRE [,ROOF FG -fIbEKG1_A55 5. ALL LUMBER AND CONNECTIONS SHALL BE IN ACCORDANCE WITH THE NEW YORKSTATE BUILDING CODE AND WITH THE NATIONAL f P5C -FIRE PROOF SELF-CLO51NIG DESIGN SPECIFICATIONS fOK5TRE55 GRADED LUMBER AND ITS fA5TENING5 LUMBER SHALL E3E FURNISHED AND INSTALLED, COMPLETE WITH ALL FASTENINGS, ANCHORS, BLOCKING, BRIDGING, SADDLES, HANGERS, ETC REQUIRED TOCOMPLETE THE JOB. ALL 5TEELBOLTS G r CONNECTING WOOD MEMBERS, SHALL BE SUPPLIED WITH AND TIGHTENED AGAINST 5TEELWA5HEK5 OR FLATE5 JOIST HANGEK_9AND ENERGY NOTE5 WINDOW NOTE _�,A -GAGE CONNECTORS, STEEL BRIDGING AND OTHER,SPECIAL CONNECTIONS AND HARDWARE MUST BE INSTALLED IN ACCORDANCE WITH NEW 5YM13OL5 GALV. -GALVANIZED YORK STATE BUILDING CODE REQUIREMENTS WHERE fA5TENER5 ARE NOT SPECIFICALLY INDICATED OR SPECIFIED THEY SHALL BE GL -GLASS AND SIZE FURNISHED IN ADEQUATE NUMBER GYP BID -GYPSUM BOARD G. ALL CARPENTRY WORK SHALL BE PERFORMED IN CONCORDANCE WITH GOOD TRADE PRACTICE, RECOMMENDATIONS Of CALCULATIONS ARE VALID UP TO 5750 DEGREE DAYS. ALL NEW WINDOWS AND GLAt')`ViJUK5 SHALL MEET THE MANUFACTURERS' AND IN CONFORMANCE WITH THE NEW YORK STATE BUILDING CODE, AND THESE SPECIFICATIONS. REQUIREMENTS Of THE LARGE 1551LE TEST Of ASTM ff CERTIFIED CONFORMANCE FOR ZONE 4 HDR. -HEADED 1996 AND OR,AS(is, E 1886 HIM -HOLLOW METAL A. DOUBLE ALL JOISTS UNDER PARALLEL FARTITION5 ABOVE. WOOD FRAMED FLOORS, WALLS AND CbLING5 SHALL X10 SECTION MARK HD -HOLD-DOWN STRAPPING B. FASTEN SECURELY ALL PARTS Of CARPENTRY WORK IN THEIR PROPER PLACE, BRACE, PLUMB AND LEVEL ALL MEMBER5 AND HAVE AN APPROVED VAPOR BAKKITP, (PERMEANCE THE CONTRACTOR SHALL FR09E PRECUT 112" PLYWOOD sheEr H5 -[105E 151515 (NON-FREEZE) SECURE WITH 5LjfFICIENT NAILS, 5FIKE5 AND DOLT5 TO INSURE RIGIDITY. RATING Of 1 .0 PERM) INSTALLED ON THE 'WARM IN PANELS TO COVEP,THE GLAZEI')PENING5 � SHALL PRE HVAC HEATING VENTILATION AIR,CONDITIONING DRILL EDGES AT 12" 0 C TO �,EPT 2-112" #6 WOOD EXHAIJ5T FAN OR MOTOR WINTER SIDE Of THERMAL INSULATION. I, C NAIL LAPPED J015T5 OVER ANY BEARING TOGETHER WITH TWO I OD NAILS, SECURE BUTTED J1015T5 WITH I INCH WIDE BY 16 INCH SCREWS AND PROVIDE ADEOiilf NUMBER OFSCRf I _WS INSUL -INSULATION METAL 5TRAF5 AND TWO 8D NAILS TO EACH J015T WINDOWS SHALL HAVE A MAX AIR INFILTRATION RATING FOR FASTENING Of 0 3 CFM PER SQUARE FOOT Of WINDOW AREA 4 JUNE 16,2015 B INT -INTERIOR D. PROVIDE 50LID SURFACES AT LEAST 1 -1/4 INCHES WIDE, IN BOTH DIRECTIONS, AT ALL CORNERS fOK5ECUKING DRYWALL, ETC FLOOR IM- L FORM SURFACES WITH FRAMING MEMBERS, OR WITH 2-INCH WOOD BLOCKING SECURED AT LEAST TWO 6D NAILS AT EACH END SWINGING DOORS SHALL HAVE A MAX AIR INFILTRATION 5 FEE3. 25,200 r-r-STORIC; TERRAC-E LAM -LAMINATE RATE Of 0 5 CFM PER SQUARE FOOT Of DOOR AREA. — E. TAIL JOISTS, OVER 4 FEET LONG, AND HEADER_1015T5 SHALL BE HUNG IN APPROVED METAL STIRRUPS, OR HANGERS, AND SPIKED 1 AV -LAVATORY 5D SMOKE Df_TECTDR 2 f=E5.25,2015 DELETE TERRACE LD'K -LEADER (ALUM U.0 N ) SECURELY UNLE55 SUPPORTED ON A WALL OR GIRDER. THE CONTRACTOR SHALL SUBMIT THE DE51GN, 51ZL AND I M f ALL STUDS SHALL BE PROVIDED AND SECURED TO SUPPORTING MEMBERS IN STRICT ACCORDANCE WITH NEW YORK STATE CODE CAST IKON RADIATOR, CUT SHEETS WHICH WILL BE U5ED, CO(D CARTON MONOXIDF�DETECTOR MAX. -MAXIMUM AND AS NOTED HEREIN. IN SUFFICIENT DETAIL, AS REQUIRED B'(THE BUILDING NUrSER DATE REMARKS M f G'K. -MANUFACTURER (1) FLATE5 AND BLOCKING SAME WIDTH AS RELATED STUDS OR WIDER. DEPARTMENT AND FOR OWNERS APPROVAL. MISC -MISCELLANEOUS ROBERT C. TT® A.I.A. M.0 -MEDICINE CAE31NET (2) FRAMING TO SUIT WORK Of OTHERTRADES ALL TH ERM05TAT5 ,5 HALL BE ADJU5TIBLE FROM 55 A; CONCRETE(3) PROVIDE 50LID BEARING FOR FULL WIDTH Of TRUSSES, RAFTERS, GIRDERS, ETC. DEGREES TO 65 DEGREES fARENHEIT ARCHITECT N G ROOF SHEATHING, SHALL BE LAID WITH FACE GRAIN AT RIGHT ANGLES TO SUPPORTS; LOCATE END JOINTS OVER SUPPORTS; 620 OSTRANDER AVENUE ALL DUCTS AND PIPES SHALL BE INSULATED AS REQUIRED T�E EARTH NA -NOT APPLICABLE STAGGER JOINTS, Rl\/ERHEAE�, NY IIcI0I 13Y CODE L_F:�-A D,� I NIC -NOT IN CONTRACT 631-5c11-5106 f= 651-12-1-1244 THOMAS D. RILEY P.r--. NT5. -NOT 1-0 SCALE 7 WHERE RAFTERS AND _1015T5 FRAME, INTO OTHER WOOD BEAMS, PROVIDE 5IMF50N, 16 GAGE GALVANIZED STEEL J015T HANGER. HVAC CONTRACTOR SHALL VERIFY HEAT L055 r ". 0 b. PROVIDE FIRE STOPPING AS PER, NEW YORK STATE BUILDING CODE REQUIREMENTS. CALCULATIONS EZS] IN5ULATION 4 BEZEL LANE SMITHTONN, NY 11-1&-1 --ON CENTER Oc, 9. INSULATION IN ALL ROOFS SHALL BE FIBERGLASS TYPE, AND THICKNESS As SHOWN ON DKIAWING5 INSULATION OPNG -OPENING SHALL BE PROVIDED AT ALL UNHEATED TO HEATED SPACES. ALL THERMAL INSULATION SHALL HAVf- AfOILVAFOP\ THE ARCHITECT CERTIFIES THAT TO THE BEST Of HIS POROUS GPAVffL FILL PROPOSED ONE STORY HOME OFF. -OPPOSITE BARRIER SURFACE EXPOSED TO HEATED SURFACES. KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGEMENT FE-51[-,)ENCE THAT THE PLANS ARE IN COMPLIANCE WITH THE ENERGY E3AY\/IEN, 7ONN OF 5OIJTHOLL:) FNL. -PANEL 10 BLIND FLASH ALL JUNCTIONS WHERE VERTICAL MEETS HORIZONTAL (ROOF, WINDOWS, DOOK5, ETC.) 5KYLIGHT5 TO 15E CONSERVATION CONSTRUCTION CODE Of NEW YORK ROUGH LUMDFR, SL)f=FOLK COUNTY, NEV4 YORZK PREFAB. -PREFABRICATE DOUBLE INSULATED, SELF FLASHING WITH CURB ALIGN WITH KCOf RAFTERS STATE DIST. 1000, 5E(--,. &I, 5L<. �5, LO-11- lzi.012 PRESS, -PRESSURE 1 1 . ALL STEEL HARDWARE IN CONTACT WITH PRESSURE TREATED LUMBER SHALL 15L 5TAINLE�5, 5 5TEE-L F R-110 F -PROPERTY PT. -PAINT 12 ALL MATERIAL SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND 5FECI f ICATI ON5. POCK -POCKET (DOOR) WALL STYLES Q QT -QUARRY KY TI LL WOOD STUD IJVALL DRANIN& PREPARED JAN 16,2015 LOAD BEARING 50ALE; A5 NOTED STUD WALL J0E3 NO.: CONCRETE W'l-\LL DRANIN6v No, 0004,B A-G 2'-0" 20'-0" 2'-0" — — — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — — — 1 __ �I 5" FOOTING 1 A I I I I A-G j I I I I I UNEXCAVATED I I o Y . FILL $ TAMP SOLID q MIN. c153b COMPACTION 1 - G-0.1 I G'-O" 24'-0" e- 7'-G"±ol 4'-O.. 2._ 1 8'-8" 1 8'-0.. 24" X 12" FOOTING = — — — — — L - - - - -�-� h+—t —+ - - - - - - - - - - - - - -- - - - - - - - - - - - - - - I CONCRETE OR UP I � I � I MASONRY FIREPLACE N I I I I E IP E IRED I . I _u u I I FOUNDATION WITH N I l l m F15ERS I FIELD 1 I m m i 1 I CONT. 8" GONG. — I RISER) I W6X16 — W6X16 f W6X16 I = L— — FOOTING — — — — — — — — — - - - - - - - - - J L — � - - - - - - - - - - - - - - -- 16" I I r 16" X 8" FO TING i I i 16" X 8" FOOTING i I 1 m 3 Y2" TEEL COLS. HEARTH DEAFENING 1 WITH '-O" X 2'—O" X AS REQUIRED I I MECHANICAL o I Z 14 OOTINO WITH ' 4-#5 A. WAY - TYP. p EQUIPMENT AREA ' I UNLE S NOTED I I INITH 51e,"CEILING GYP. BD. 001 I �. ® — �� o I ® IL I I ® O� X I i - I I o v m -7 m I I v � 1 - - - J X N X I 1 X X 3 Y2" STEEL COLS. X I W 1 TH 5'-O" X 3'-0"7/7-1 N I — — — — -� ; I 2'-8" B I (N 1'-4" FOOTING WITH I I g 1..; I o I 4-#5 EA. WAY ft A-G 8� 1 I 5'-4" N I T-1 O" G.. g'_I O" 7.7 a' 9._1 A-G o I , ' I p �" I r - - � 1- - POSTS ABV. — — � r - - -1 4" I I I W6X16 I I W6X16 I I N W6X16 I I BLOCK SOLI —W6X16 I —I W6X16 — W6X16 — .::. I I I — I I I RT U � � I I W6X16 I I I I I I :i I x I L — _ J L- - + J I I I � _ _ � t—i— � L _ J L _ _ J 1 I N _ fv- +�_v_ -J I I I 3 Y2" STEEL COLS. WITH 2'-6" X I I I I m �L1�/'`R 2'-6" X 1'-4" FOOTING WITH I 4') :,LAB WITH 4-#5 EA. WAY- TYPICAL THI -1 —� :6 6 W4.0/N4.0 WWM 4 Z O — p ROW UNLESS NOTED p 6 IL VAPOR BARRIER Q of 1 IUNEXCAVATED; s �,< ~ — - -� I IL o v m I O O`o 0 0` v v o 1 X O _ -7 X X � I X ry ry I I .i X �- X - - - -I� I ry d I civ O I x " 0� I I I G'-O" ( 7.1 7._ 1 7'-1 0" 1 "T 4.. .i L - - - - - -g-- - - - - - - - - -- - - I— - - - - - - - - - -- - - - - - - - - - - - - I _ L - - - - - - - -- - - - - - - - - - - - =t I W6X16 W6X16 J W6X16 I - - - - - -- -- - - - - 24" X 12" FOOTING i Y2" 5 L COLS. i — — — —24" X 12" FOOTING 1 " x„ I " X 1 BRICKLEDOE - TYPICAL AT - 1'-4" FOOTING NII I 1 ALL BRICK WALL5 ABOVE N 4-#5 EA. WAY 24" X 12" FOOTING `� 4 .LUNE Ib,2015 B.D.FILE I O I 5 FEB.25,2015 RESTORE TERRACE — — — — — — 2 FEB.25,2015 DELETE TEPRAGE UNE;XGA\/ATED i i I FEB.5,2015 STRUCT ADD m NUMBER DATE REMARKS I L — — _j ROBE Y\� C■ C AST, A.I.A. I 1 .._.-- .._ .-.__ ._ ARCHITECT A q __ .I I 620 OSTRANDER AVENUE A-6 m .I _ I .,_- ..... _ .. _ 1 I RIVERHEAD, NY 11101 1 631-SQQ-8106 F 631-"127-1244 THOMAS D. RILEY, P.E. 4 BEZEL LANE 5NIITHTOWN, NY II-18-1 10-0" G'-2" 12'-8" G'-2" 17'-G" (631) -124-"1888 PROPOSED ONE STORY HOME G4'-o" F BARYV�EW�owu of 50UTLLI vHOND � CELLAR * FOUNDATION PLAN d DIST.SUFFOLK U FO SECO.USTELK. rOR 1�.6 SCALE : 1/4" = 1 '-0" IA G a GELL,AR $ FOUNDATION FLAN DRAWING PREPARED JAN. 16,2015 SCALE: 1/4" = V-O" JOB No.. _. DRAWINS NO. t ( ' t F.4• i 11 r E' /n'-I` B A- Z-0" 20'-0" 2'-0" RAIL AS PER RESIDENTIAL ODE OF NYS - o A TERRACE D A-6 FINISH MATERIAL AS PER OWNER OWER 4 GONG. SLAB a;K "( (' WITH 6X6 bN4.0/W4.0 WWM k$1 o o DOW O� 00-1 VERIFY AWNINO WINDOW CLEARANCE KITH OWNER 0----19 PRIOR TO TERRACE GONSTRUCTI ON 0'-0" I G'-0" 24'-0" 01 (1)2X& STUDS +Y2" X 5Y2" STEEL q PLATE (FULL HEIGHIT-SINGLE PIECE) F— — --I — — — — (5)2X STUDS - FULL C9 HEI T 51NOLE PIECE - - - --- - - -- - - -- — ISF1 N (5)2X6 5 S - FULL 10'-0" ol 7'-0" N v 7" D HEIGHT SIN E PIED m 055 5 ;jr (2)2x10 0 (2)2x10HEAVY TIMBER FRAME I O O (I (2)2x10 p . — \ / - m x — -- - - - - --- - - -- -- - -- — — — —— —— — O ' — — — — — — — — — — — — — — —— — — — — — — — — — — — m N —4° 3'-2" 2'-10" 4" 23,411 3- 14'-4" _ - I V I NG ROOM Q - ' PERL WNER I o O II KITCHEN m w I I- - - -- -- --- - -- --- -- — - -- -- - - MASTER BEDROOM 055 I -- - - - - - - - - --- ® lu II- - — �— It — o (2)2x8 � ~ I I — — — —— — NOTE: LOCATE 2X8 RR ® 16" G. XII 2X8 0 I6� D.G INSULATED ATTIC b v II m CLOSET SHELVES, ' ACCESS HATCH ® Q B \ / DIRECTED BY OWN (J X WHERE DIRECTED BY A-6 ry tt1 R005 ETC. AS tf1 -1 A-6 ._, E{Z O 2-10" OWNER - DOUBLE v � -1 ALL JOISTS ® HATCH X ' MUD ROOM - TYPICAL ALL v o _ —�� CLOSETS ry - — —— — —— — — — — — — — 2)2x8 `r TO RIDGE - - - - -_—_ —_—_ 3 _ O 8 15,, —77 — —— — — — loolo, 2) I /4 x II %8 FLUSH ML ry - " INS (3)13/ 2 ML 4" 8.. -� 4" 3.8.. I 0 UL. G'''0 4'O" 2'-8" 4'-3" 3'-I" 14'-4" ry N - IT = 4 a 4" 11 11 v m 4" m m DON / \ v HALL 4.. oo 4" P7 2 2x 2'-10" X - - moo,,N z b 0— lu PO ER v I0 '°` I N u - � Ln 4" 7..01 vI 1" 2'-2"(� I'-10" V 13'-0" 4" 2,-� 4._G.. 0_0 2'-O" �0 X 1 4'-O" �0 4.. 4' _ 2'-0" O 7'-8" I O" X 4" - 2-2 4•• 4' p O 4 \ \ ® - 5H `Z ry N v v m v WIT EA ® BEDROOM 3 0 BEDR OM 2 Q As 2'-b" v u X X DI TED v on`0 p Lu ry N �� POYER N o ,y \ x N (2)2x10 BATH 3 2 6 GJ ® 16" .G. v ,y'y (2)2x10 (2)2x6 0 2'-6" T.O. <6 GJ 16" G. 6 J 16G. BATH 2 o v - (V O N N — lfl (2)2X6 O O 4 JUNE 16,2015 B.D.FILE (2)2�c8 m (2)2x 3 FEB.25,2015 RESTORE TERRACE 2 FEB. 25,2015 DELETE TERRACE o I 2X4 GJ 6) 16" O.0 N 7-4" 8" 4'-10" 10� 2' 5-2" 5'-2" 2' , 4'-10" 3'-9" 9'-4" 4'-5" 1 FEB. 5,2015 STRUCT ADD loe '01 1 2X I NUMBER DATE REMARKS o I dxCOVERED' PORCH I N 2 X I ROBERT C. TAST, A.I.A. O.C. ARCHITECT N -- ----_- fQ 0 _- - - I 620 05TRANDER AVENUE A I cXv iii '' RIVEP.HEAD, NY II1101 A-6 - -- - - - - f - 631-5qQ-8106 F 651-727-1244 72)2x12 FILUSH - --- - -- -- - I THOMAS D. RILEY, P.E. — — — — — —— —'— 4 BEZEL LANE 5MITHTOWN, NY 11'78'1 (651) '724-7888 5'-G" I G'-0" G'-2" 12'-8" 0'-2" 1 7-0" lid PROPOSED ONE STORY HOME G4'-O" FETROGELL I RESIDENCE BAYVIEW, TOWN OF SOUTHOLD 2X6 RR o" SUFFOLK COUNTY, NEW YORK �lbC DIST. 1000, SEG. 81, BLK. 5, LOT 1q.6 FLOOR PLAN A 6 SCALE : 1/4" = 1 '-0" = F I RST FLOOR PLAN DRAWIN6 FREPARED JAN. 16,2015 5CALE: 1/4" = 1'-0" JOB NO.: ,, • r-' -w,'' DRAWING N0. n i f � ' r r A�2 A-G A A-G TERRACE BELOW 1 GI-0. 24-0' - - - - - - - - - - -=-__ - - - - j- - - - - - - - -- - - - - - --- - -- - - - - - - - -- - - - - - -- - - - - - - - - - 9 C? - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - RR - - - - - - -- - - - - - ---- - - - - - - - - - -- - - -- - - -- - - - - - --- - - - - - - - - - - - - - C? 2X8RR a I(oll O.C, Ck V - - - - - - - - <Z- - - - - - -- - - 4- - - - - - - - - - - - - --- - - -- - --- - --= — x r[3 A-G X I' A-G I? - - -- - - - - - - - - - - -- - _ - -- - - 5X POST - - --- - - -- - - 2X12 RIDGE- - - - - - - ----------- 2X12RIDOE L - - - - - - - - - - - - - - M* I(o OZ LEAD COATED 0 FER OR MIN. 26 &A. WOOD SHINGLE ROOF I I I I 0 1;�,RO510N RE515TANT OVER SKIP 5HEATHINO I I TIAL EXTEND MIN. 11" - - - - - - (SOLID 5/4" SHEATHING EAIHl 51DE OF VALLET' LL - - - - - - - - - - - - - - - - - - - AT EAVES) L: - --= I FF I II II veII A II II� 47< X I z f I I �� I I �, I I �<< I I � j i lu I II x ry Ij o jl IIv ICE 4 HATER 5Hj_qLP OVER SOLID Lu x SHEATHINO MIN. �4-- FROM EAVE - IL - - - - - - - - - - - - - - - - - - - - I - - -- - - - - - - -- - - - - -- - - - - - - - - - - - - - - - - - - L- - - - - - - - - - - - - - - - - - - - - < - - - - - - - - - - - - - - - - - - - - - o tL 2X8 RR ® 1( 2X81PrR @ 16' C.C,,,, II 11 N < z 11 III Lo t 1 L L - - - - - - - - - - - - - -- - - - - - -u 4'—�XNE 16,2015 BD.FILE ' RR q 16" O.G. 2x6 RR a 16 5 FEB.25,2015 RESTORE TERRACE .2 FEB.25,2015 DELETE TERRACE A I FEB.5,2015 STRUCT ACV L:_j L -J NUMBER DATE REMARKS L ROBERT C. TAST, A.I.A. # 10-0" 6'-2" 17-0 ARCHITECT 6.20 OSTRANDER AVENUE RIVERHEAD, Ni' IICIOI G4'-O" e- 631-51cl-5106 F 651-7:2-1-1244 THOMAS D. RILEY, P.E. G bi 4 BEZEL LANE 5MITHTONN, NY 1175-7 (651) 724-7588ROOf FRAMING PLAN A 114" 1 '-0" PROPOSED ONE STORY HOME 5CALE PETROL ELL I RE51DENCE BAYVIEK TOM OF 50LJTHOLD SUFFOLK COUNTY, NEW YORK DIST. 1000, SEC. ed, BLK. 5, LOT I'clb ROOF PLAN DRAWING PREPARED JAN. 16,2015 5C#LE: 1/4" = 1'-0" JOB No.: DRARNO NO. A�5 NAILING SCHEDULE (AS PER 2001 WFCM TABLE 3. 1) JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING COMMON NAILS BOX NAILS II II ROOF FRAMING RAFTER TO TOP PLATE(TOE-NAILED) (TABLE 3.4A) 3 -861 3 - I Od PER RAFTER CEILING J015T TO TOP PLATE (TOE-NAILED) (TABLE 3.4A) 3 -8d 3 - 1061 PER J015T CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) (HEEL JOINT) I G"O.C. RAFTER 3:12 1 O- I Gd 10-40d SLOPE: 4:12 8- I Gd 8-40d 12 (TABLE 3.9A) 6 - 16d 6 -40d EACH LAP TRANSITION ROOF 5:12 OVER STAIR BELOW 7:12 5 I Gd 5 -40d 9:12 AND GREATER 4- 1 Gd 4-40d CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) P,AFTEK SLOPE: 3:12 10- I Gd 10-40d (TABLE 3.9A) 4:12 8- 1 Gd 8-40cl 5:12 6 - I Gd G -40d EACH LAP 7:12 5 I Gd 5 -40d 9:12 AND GREATER 4- 16d 4-40d r ' COLLAR TIE TO RAFTER(FACE-NAILED) _.._ __ _..., _._- RAFTER SLOPE: 3:12 3 - I Od 3- 1 Od -.- (TABLE 3.GA) - --. - _.. , .__. __e-_,_._. 4:12 2 - IOd 2 - IOd 5:12 2 - I Od 2 - 10d PER TIE G:12 AND GREATER 2 - 1 Od 2 - 1 Od r BLOCKING TO RAFTER(TOE-NAILED) 2 -8d 2 - I Od EACH END RIM BOARD TO RAFTER(END-NAILED) 2 - 1 Gd 3 - I Gd EACH END - -- - - FIRST FLOOR WALL FRAMING - - - --- - TOP PLATE TO TOP PLATE(F (BASED ON 5HEATHING NAILED ACE-NAILED) 2 -16d i 2 - I Gd PER FOOT FINISH EXPOSED @ 6'O C.AT PANEL EDGE) ------ CONGRETE AS DIRECTED -- TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4 - 1 Gd 5 - I Gd JOINTS-EACH 51DE STUD TO STUD(FACE-NAILED) 2 -1 Gd 2 - I Gd 24"O.C. — — — — — — — HEADER TO HEADER(FACE-NAILED) 16d I Gd I G"OC ALONG EDGES I I I I I I I ( I 2 - 1 Gd 2 -40d PER 2x4 STUDI ( I I I I I I TOP OR BOTTOM PLATE TO STUD(END-NAILED) 3 - 1 Gd 3 -40d PER 2x6 STUD — — — — — — —— —— — BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJO15T OR BLOCKING 2 - I Gd 2 - I Gd PER FOOT I I F (FACE-NAILED) (BASED ON SHEATHING NAILED @ G"O.C. AT PANEL EDGE) \\ I I I I — I I CELLAR 5LAE3 - - - - - - - - - - - — — — — — — — — — — - - - - F LOOK FRAMING \ I_ I I - - - - - - - -�- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - -j JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NA(LED) 4-8d 4- I Od PER J015T BRIDGING TO JOIST(TOE-NAILED) 2 -8d 2 - I Od EACH END BLOCKING TO JOIST(TOE-NAILED) 2 -8d 2 - 1 Od EACH END NORTH ELEVATION BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3 - I Gd 4- 1 Gd EACH BLOCK SCALE : 114" = 1 '-0" LEDGER STRIP TO BEAM (FACE-NAILED) 3 - 16d 4 - 1 Gd EACH J015T J015T ON LEDGER TO BEAM (TOE-NAILED) 3 -8d 3 - 1 Od PER J015T BAND J015T TO JOIST (END-NAILED) 3 - I Gd 4 - 16d PER JOIST BAND J015T TO SILL OR TOP PLATE(TOE-NAILED) 2 - I Gd 3 - I Gd PER FOOT ROOF SHEATHING STRUCTURAL PANELS: PANEL INTERMEDIATE (TABLE 3.8) EDGES SUPPORTS INTERIOR ZONE 8d 1 Od 4" G" PERIMETER EDGE ZONE 8d I Od 4" 4" GABLE ENDWALL RAKE WITH LOOKOUT BLOCK 8d 4" CEILING SHEATHING GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE/ 10"FIELD WALL SHEATHING STRUCTURAL PANEL INTERMEDIATE PANELS/HARDBOARD EDGES SUPPORTS (TABLE 3.9) INTERIOR 7.0NE 8d 1001 G" G" ALIGN RID 67F-5 4'EDGE ZONE 8d 1001 G" G __-"--_ FIBERBOARD PANELS: 7/1 G" Gd 3 - 3"EDGE/G"FIELD 25/32" 861 3 - 3"EDGE/G"FIELD WOOD SHINGLE ROOF GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7"EDGE/ 10"FIELD OVER FELT SPACEDD SHEATI-IINC� F LOOK S H E A T H I N G STUGGO GABLE ENDS STRUCTURAL PANELS: JUNE 16,2015 S.D.FILE I"OR LESS 8d I Od G" EDGE/ 12"FIELD r4 GREATER THAN I" 1 Od I Gd G" EDGE/G"FIELD 5 FEB.25,2015 RE5TORE TERRACE NAILING NOTES ALUMINUM GUTTER 2 FEB.25,2015 VELETE TERRACE I . NAILING REQUIREMENTS ARE BA5ED ON WALL SHEATHING NAILED G" ON CENTER AT THE PANEL EDGE. IF WALL SHEATHING IS " - I FEB.5,2015 STRUGT ADD NAILED 3" ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR 5TKUCTUKAL REMARKS ATE CONNECTORS, SUCH A5 SHEAR PLATES SHALL BE U5ED TO MAINTAIN THE MEMBERS SHALL BE DOUBLED, OR ALTERN O LOAD PATH. TACT RQ��RT C. , A.I.R . 2. WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO I - I Gd PER FOOT. NUE I \ \ ARCHITECT 3. CORROSION RE515TANT 1 1 GAGE ROOFING NAILS AND I G GAGE STAPLES ARE PERMITTED; VERIFY WITH RESIDENTIAL BUILDING Lj rW '" RIV 05TRANDER AVE I RIVERHEAD, NY 110101CODE OF NEW YORK FOR ADDITIONAL REQUIREMENTS. a t 631-5aa-8106 F 631-721-1244 4. ALL QUANTITIES ARE BASED ON I G" OC SPACING FOR RAF TER5, J015T5 AND STUDS. THOMAS D. RILEY, P.E. 5. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH SIDE OF THE ROOF - MITHTOW NY 11181 PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. 4 BEZEL LANE 5 N, - - — - - (631) 124 1888 G. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONE5 ATTACHMENT REQUIREMENTS SHALL BE - -L R - -- - FIRST F 00 - - - - P PROPOSED ONE STORY HOME USED. -- ---- --� 1�ETROGELL I RE51 DENCE BAYVIEW, TOWN OF SOUTHOLD _ _.-.. SUFFOLK COUNTY, NEW YORK DIST. 1000, SEG. 81, BLK. 5, LOT IcIb I _ _ _ _ _ _ _ _ _ _ _ _ -I - - - -- - - - - - --- - - - - - - - - -- --I- - -� r- - - t- - - - - - - - - - - - - - - - - - - - I I � BRICK VENEER � I I I I T BRIGKLEDGE -I I I I I I I I I I I - - - - - - - - I I NORTH � WEST ELEVATIONS 1- - I I F_ - - - - -I I I $ NA I L I NO SCHEDULE I I I I I I I CELLAR SLAB — — — — — — r— — — — — — — — — — — — — t_._. . . DRANIN6 PREPARED JAN. 16,2015 — — — — — — — —- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - � 50ALE: 1/4: _ 1,x, JOB NO.: s" GC N<'y,, �` DRAI,II146 NO. WEST ELEVATION 5CALE : 1/4" = P-0" _ r AV Io P A-4 STUCCO GABLE ENDS CRICKET o z WOOD SHINGLE ROOF OVER 50# FELT SPACED SHEATHING O� 4 VTR �O 4" VTR O0� •PQ 4" VTR FLA STEP FLASHING O,." BATH 3 POWDER RM. BATH 2 2" BATH II I„ 1 2.. -i•- 2 12 i2, 2., 2.. 1 1 :� _.. __.._. . ._..._. (� 77 2 11 2 1� 4 2 2 1 zJill - -- _ .. L7 2 DW 12" 1 i: 12. - - - - RAIL - TYPE AS FIRST FLOOR 2 FIK5T FLOOR - -_=- _ WOOD 5HIN5LE5 A5 -- - - SELECTED BY OWNER SELECTED BY OWNER. Lj zj 3" -- -- -- --4" 12 12, 3" 3: 12: 3" 12, 12° 12, - 111 4" FAII 4" 4" I FIRST FLOOR - --- - _. 411 Z NOTE: PLUMBING _ . .. _ -. ............ ..__ ._...... __._. ..... ._ -- - ._.,.. .. - - 5E � TRIM SHALLEXPOSED BE A5S BE AS SELECTED BY 4" CONCRETE ADIRECTED OWNER I I I I I �� I CELLAR C.O. 4 CELLAR I I I \ C.O. I I I I - - - - - - - - - - � C.O. - - \ \ 4" CELLAR 5LAB 4" ENCI HOUSE TRAP _.w= _ _ _ - v_ _ _.. .._...._..._ - - --- -- - - - - - - - - - - - - - - - - - - - - — - - -- - - - - - - - - - - - TOBEPTIC L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SYSTEM I SANITARY MISER DIAGRAM A-5 SCALE : NOT TO SCALE SOUTH ELEVATION SCALE r� a � OR VENT CONTROL _ - bXb POST 12 - - -(2)2X STUDS + - - 5�4t Y2° x y2" STEEL PL (FULL - (2)2 5 +y�" X 5Y2" WOOD SHINGLE ROOF - H SHT-51NOLE STEEL PLA (FULL OVER 50# FELT GE) �fY2 MLH I =3 SPACED 5HEATHING I (5)'5/4 X � EIGHT-51N E PIECE) X TUDS - FULL HEIGHT SLE PIECE 4 JUNE 16,2015 S.D.PILE ROOF TRANSITION I I 5 FEB. 25,2015 RESTORE TER.RAGE (5)2X6 STUDS - FUL I I I I I . . 2 FEB.25,2015 DELETE TERRACE Of I FEB.5,2015 STRUCiT ADD NUMBER DATE REMARKS -- s FETY - ESO S E RT C. TAST, A.I.A. _... N G AFGAF OL 55 ARCHITECT4 Q 620 05TRANDF-R AVENUE RIVERHEAD, NY 114101 631-5414f-8106 F 651-121-1244 LIII SAFETY Q Q SAFETY I I THOMAS D. RILEY, P.E. 6LA55 N N 6LA55 4 BEZEL LANE 5MITHTOWN, NY 11"18"1 WOOD SHINGLES AS (631) 724-7888 FIRST FLOOR SELECTED BY OWNER - _...._ ' 1 _.. -I_. ; .. �._ _. __.__....—___..__.. _ .-_ __.. ._. - . .- __ _... _.__ -_.___... PROPOSED ONE STORY HOME PETi;Z®CELL I RESIDENCE J, BAYVIEW, TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK DIST. 1000, SEG. 81, BLK. 3, LOT I4i.6 VERIFY FIN15H GRADE IN FIELD I I I I - i I I I I I I SOUTH 4 EAST ELEVATIONS I I - - - - - - - -J I I ( I I I$ RISER DIAORAM i CELLAR SLAB DRAWING PREPARED JAN. I6,2015 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - -- - - SCALE: 1/4° = 1,-.0.1 DRAWINf�N0. EAST ELEVATION SCALE: 114" = 1 '-0" A-5 2X TSS SHEATHING AS SELECTED BY OWNER WOOD SHINGLE ROOF � Y OVER SKIP 5PAGED HEAVY TIMBER O SHEATHING (SOLID 3/4" INTERIOR FRAME STUCCO GABLE 5HEATHING AT EAVES) LIVING ROOM ENDS — BUILD OT 6ABLE5 TO AL16N WITH BRICK BELO s AS DIRECTED BYII f I WOOD 5HINOLE ROOF OWNER j it ( `, *M OVER SKIP SPACED 2XR :� 2X8 PIR ® 16 O.G. {' jF a SHEATHING (SOLID 3/4" ;I SHEATHING AT EAVES) -----—--- — (€ F � 2 •, I � 1 8X8 POST N 7 I �{ R—la FG INSUL. CANTILEVER € ,m• LEVER N�— j' I! ({N •. GEILIN6 JOI5T5 TO I INTERSECT R-30 FG INSULATION Ir TRANSITION RAFTER fl yxxyfyyyy (5)13/4 X `tV2 ML - 2X6 STUDS ® 16" O.G. - - MIN.Y2" GYP. BD. 1 - - - THIS WALL 2X6 ® I6" O.C. WALLS 4 CEILING — I OUTRIGGERS VERIFY WITH OWNER I l' BEDROOM 3 k I i 4" BRICK VENEE Z1 — STRUCTURAL PVC i=OY R I L MNG ROOM I IN5U . OWNER OR AS PER 2" AIR SPACE I COLUMN — STYLE AS 1 NSUL. K I TGHEN �' FIN1 ? SELECTED BY 2X4 STUDS ® OWNER f TYVEK _. 1 I6 T8 G PLYWOOD 1 I I TERRACE FINISH MATERIAL 1 [. ;I I O.G. 3/4 s it SHEATHING - GLUE OVER /e [ AS PER OWNER '1 I _. — �.e.,.r;. l I NAIL - I, ` AIL FIRST FLOOR = 1 ,1. i '! j SHEATHING -- s '-- FIRST FLOOR i, Y, 4" GONG. SLAB WITH 6X6 - - -- 8 GONG. E i W4.0/W4.0 VIFOUND. W R-30 FG INSULATION i — — I6 O G i I 2X10 FLOOR JOIST ® �e f'n ! I , 12" GONG.i I _ �, 8" GONG. y. FOUNDATION WALL - - FOUNDATION WALL - — — - - NG "'. 4" GONG. SLAB WITH FOUNDATION WALL <._ 1 X6. W4.0/W4.0 WWM 8 6 4 GONG. SLAB WITH f _ 6X6 W4 O W4 O WWM 6 CELLAR SLAB I___ __. i .._ _. _ . I I MIL VAPOR BARRIER 1 MIL VAPOR BARRIER CELLAR SLAB _; LL 6" POROUS FILL BASE 24" X 12" FOOTING SLAB — — — — - -1 I6" X 8" FOOTING WITH 2-#5 CONT. C SECTION C-C WITH 2-#4 CONT. SECTION I A-6 SCALE : 114" = 1 '-0" SCALE : 1/4" = 1'-0" WOOD 5HINGLE ROOF HEAVY TIMBER OVER 5KIP SPACED INTERIOR FRAME ® SHEATHING (SOLID 3/4" LIVING ROOM SHEATHING AT EAVES) R I ,i III 2X8 RR ®16" O.G. I j 11 is i1 I 1f, 1 4 JUNE I6 2015 B.D FILE k I, P 8 FEB.25,2015 RESTORE TERRACE 2 FEB.25,2015 DELETE TERRACE HEAVY TIMBER I FEB. 52OIS TRUGT ADD NTERIOR FRAME 5 - - _ - ER DATE REMARKS R-30 F.G. INSUL. � R-30 P.G. INSUL. NUMB i 1 i ROBERT C. TAST, A.I.A. ARCHITECT 620 OSTRANDER AVENUE f�STE BEDROOM LIVING Roots 1 K 17 G�-fEN ° MUD ROOM RIVERHEAD, NY i IQOI I 631-599-8106 F 631-727-1244 3/4" T$G PLYWOOD THOMAS D. RILEY, P.E. j SHEATHING — GLUE 4 BEZEL LANE 5MITHTOWN, NY 11787 NAIL FIRST FLOOR (631) 724-7888 PROPOSED ONE STORY HOME PETROCELL I RESIDENCE — -- — — — R-50 F6 INSULATION BAYVIEW, TOWN OF SOUTHOLD GRADE VARIES — SUFFOLK COUNTY, NEW YORK VERIFY IN FIELD DIST. 1000, SEG. 81, BLK. 3, LOT 19.6 yA 5" GONG. - FOUNDATION WALL _ SECTIONS 4" GONG. SLAB WITH — — — 6X6. W4.0/W4.0 MM 6 — — MIL VAPOR BARRIER CELLAR SLAB DRAWING PREPARED JAN. 16,2015 SCALE: 1/4" - I'-O" K'13 SECTION B-B JOB NO.: A-6 SCALE : 114" = 1 '-0" 71 ._.. DRAHINO NO. ��f�x"._�C.�-:�•• '�tip,t'•� A�6 ROOF RAFTER t CEILING JOISTS REFER TO PLANS FOR SIZE# SPACING WOOD 5HINGLE5 OVER 30#FELT f SPACED SHEATHING 51MP50N C520 @ I G"O.C. — I 8-8d COMMON NAILS IN EACH END j OF STRAP MIN. ROOF RAFTERS HEADER REFER TO PLANS FOR 51ZE @ REFER TO PLANS FOR 51ZE 5IMP50N H 2 @ I G"O.C. SPACING 5IMP50N HH @ EACH END 5-8d COMMON WAILS TOTAL NAILS AS PER @ EACH END MANUFACTURER WOOD P05T EXTERIOR WALL STUDS REFER TO PLANS FOR 51ZE REFER TO PLANS FOR SIZE SECTIONS FOKSIPACING I RIDGE STRAP 4 HEADEW05T STRAPPING 8 RAFTER/TOP PLATE STRAPPING A-7 SCALE : NONE A-7 SCALE : NONE A-7 SCALE : NONE CER. TILE OVER DUROCK OR EQUAL SHEATHING -ALL BRICK VENEER SHOWER AREAS I 2X4 BLOCKING SEALANT @ AIR BARRIER TO ,I BLOCKING FLOOR JOISTS ; EXTERIOR WALL STUDS STEEL COLUMN TUB SUPPORT A5 REFER TO FLOOR PLANS FOR SIZE I REFER TO PLANS FOR 517_E k LA15A ENDED BY MFG' SPACING SECTIONS FOR SPACING REFER TO PLANS FOR SIZE R-19 INSUL. (4)Y4"0 x 15"LONG I CONCRETE SLAB ANCHOR BOLTS KIERY2" EXT. 13-1 Oct COMMON NAILS TOTAL TO MATCH EXI5T. 10"x 10"x 3/4"BASE PLATE HEATHING 5IMP50N L5TA3G WRAPPED SEALANT @ AROUND DOUBLE SILL PLATE @ FLOOR OL TUB 1 G"O.C. INTERSECTION WER PAN CONCRETE FOOTING REFER TO PLANS FOR 51ZE 2-1 Od COMMON NAILS @ EACH PLATE CONCRETE FOUNDATION REFER TO PLANS FOR SIZE K9 TUB INSULATION DETAIL 2 1'OUNDATION WALU FLOOR STRAPPING 5 INTERIOR COLUMN FOOTING CONNECTION A-7 SCALE : NONE A-7 SCALE : NONE A-7 SCALE : NONE ROOF RAFTER*CEILING JOISTS REFER TO PILAN5 FOR SIZE 4 SPACING EXTERIOR WALL STUDS REFER TO PLANS FOR 51ZE *SECTIONS FOR SPACING I SOLID BLOCKING @ 5IMP50N H3 HURRICANE FLOOR JOISTS I I I I JOINT IN PLYWOOD CLIP @ 1 G"O.C.8-8d REFER TO FLOOR PLANS Z 5/8"O ANCHOR BOLT I I I I I I ( NAILS TOTAL FOR SIZE SPACING cv@ 3'- 2 � a' I �� -I - '' I I I I i 1 STRUCTURAL PVC 5IMP50N C515 4 C520 I I I ii COLUMN STRAP 8-86 NAILS TOTAL TOP t BOT. 8d NAILS @ 3"O.C. u ❑ 8d NAILS @ G"O.C. PAVERS AS PER OWNER T\ 2 IN. �� 'i (� II 3"SLOTTED SQUARE l i I 8d NAILS @ G"O.C. d O WASHER(TY!".) J- - ch I CONCRETE FOUNDATION I REFER TO PLANS FOR LINE OF FOUNDATION CONCRETE SLAB CONCRETE FOUNDATION 3 51ZE WALL REFER TO PLANS FOR 51ZE LINE OF DOUBLE 2xG CONCRETE FOUNDATION WALL 5/8"D ANCHOR BOLT !� SILL PLATE SEE PLAN I 3 ANCHOR DOLT SPACING 6 TYPICAL PLYWOOD NAILING PATTERN 1 O COLUMN CONNECTION A-7 SCALE : NONE A-7 SCALE : NONE A-7 SCALE : NONE 4 JUNE 16,2015 $b.FILE 5 FEB.25,2015 RESTORE TERRACE 2 FEB.25,2015 DELETE TERRACE I FEB.5,2015 STRUCT ADD NUMBED DATR E REMAKS* Y2"SPACING ALLOWS HOLDDOWN ROBERT C. TAST, A.I.A . INSTALLATION ARCHITECT TYP.DOUBLE STUD 620 05TRANDER AVENUE MIN. @ 5HEAR WALL RIVERHEAD, NY IIg01 HARDWARE LOCATIONS TYP. — — O F 651-1:2-7-1:244 NAILING: 2-1 Gd 10" END WALL O.C.STUDT05TUD THOMAS D. RILEY, P.E. 4 BEZEL LANE SMITHTOWN, NY 11787 • 2-1 Gd COMMON NAILS @ G"O.C. (631) 124-7888 EXTERIOR WALL STUDS SEE FLOOR PLAN PROPOSED ONE STORY HOME G" 31-011 HOLDDOWN PROPOSED I RES I DENGE 5/8"0 ANCHOR BOLT BAYVIEW FLOOR JOISTS 2X 10 UNLESS AIR 5FACE @ 3'-a' CORNER STUD CONNECTED TO TOWN OF 50UTHOLD OTHERWISE NOTED SUFFOLK COUNTY, NEW YORK i TRANSFER SHEAR �� j , DIST. 1000, SEG. 81, BLK. 3, LOT la.b r _ PANEL EDGE NAILING DETAILS L�``��. 3.. G.. 3"SLOTTED SQUARE 2� WALL REQUIRED HOLDDOWN 0 O WASHER(TYPJ �`� HEIGHT CAPACITY(LBS.) , - m CONCRETE FOUNDATION 8' 5850 3375 REFER TO PLANS FOR CONCRETE FOUNDATION - V_ i 3" SIZE 9' 6850 3800 REFER TO PLANS FOR SIZE - / LINE OF DOUBLE 2xG 50AL.E: AS NOTED JAN. I6,2015 5/8"0 ANCHOR BOLT �: �{ ❑� SILL PLATE I O' 7300 4225 JOB NO.: _ V LT SPACINGK7%� CORNER HOLDDOWN DETAIL3A ANCHOR BO `' SCALE NONESCALE NONE f A�7 ftiY r I , F J