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HomeMy WebLinkAbout30618-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-31338 . Date: 12/20/05 THIS CERTIFIES that the building NEW DWELLING Location of Property: 11255 SOUND AVE MATTITUCK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 141 Block 3 Lot 6.3 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 31, 2004 pursuant to which Building Permit No. 30618-Z dated SEPTEMBER 7, 2004 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 NEW SINGLE FAMILY DWELLING WITH BREEZEWAY ADDITION TO AN EXISTING GARAGE AS APPLIED FOR & AS PER INTERPRETATION OF THE ZBA #5574 DATED 8/19/04 . The certificate is issued to COYOTE PROPERTIES, INC. (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-04-0004 12/05/05 ELECTRICAL CERTIFICATE NO. 2045086 07/14/05 PLUMBERS CERTIFICATION DATED 12/05/05 CHARLES SANDERS -Authorized Signature Rev. 1/81 r -1 Form No.6 �, TOWN OF SOUTHOLD BUILDING DEPARTMENT DEC 8 2aiJ TOWN HALL 765-1802 L Lr� APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of J%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 a 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$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Photocopy of Certificate of Occupancy-$0.23 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential$15.00, Commercial$15.00 Date. 162 - 6 W New Construction:_�_Old or Pre-existing Building: (check one) S ` Location of Property: / /SSS' SC�tXI Ck Ave /� G �A r 4 u t LL House No. Street Hamlet Owner or Owners of Property: )-�G412 i h6M PS t rr C Q U0 /1a 41A Suffolk County Tax Map No 1000, Section —Block 3 Lot 6.3 Subdivision Filed Map. Lot: Permit No. 3o 6 Date of Permit. /�0 _Applicant: MiqA 1 i PJ' li C Health Dept, Approval: Underwriters Approval: �/ 6 Planning Board Approval: ✓ Request for: Temporary Certificate Final Certificate: Fee Submitted: $ op •CDO Applican ignature . � 9LfV7 cap 3133$" ° CPCPG)7l� LJ • BY HIS ATE F COMPLIANCE THE 5 NEW YORKTBOARDcOFUNDERWRITERS BUREAU 5 5 U S 5BUREAU OF ELECTRICITY 40 FULTON STREET — NEW YORK, NY 10038 55 CERTIFIES THAT 5 Upon the application of upon premises owned by a 5 e 5j FULTON ELECTRIC INC. *MANZI HOMES 61 WINDSOR PLACE PO BOX 702 CC CENTRAL ISLIP, NY 11722, ROCKY POINT, NY 11778 ee� Located at 12255 SOUND AVE MATTITUCK, NY 11952 Application Number: 2045086 Certificate Number: 2045086 Section: 141 Block: 30 Lot: 63 Building Permit: 306182 BDC` ns11 Described as a occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 Basement,First Floor, Second Floor,Outside, CS5 A visual inspectionaof the premises electrical system, limited to electrical devices and wiring to the extent detailed D herein, was conducted in acqPrdance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on theDay of 14th July,2005. 5 Name QTY Rate RAing Circuit Type S' Alarm and Emergency Equipment 5 Sensor 2 0 Carbon Monoxide rj Sensor 7 0 Smoke LS'D Appliances and Accessories rCj Dish Washer 1 0 1.2 KW CJ Range 1 0 40 Amps 5 Exhaust Fan 2 0 F.H.P. Ir Furnace 1 0 Oil Wiring and Devices Outlet 12 0 Fixture SFixture 12 0 Incandescent 5 Outlet 57 0 General Purpose C Receptacle 38 0 General Purpose 5 Switch 24 0 General Purpose CSD Receptacle 1 0 20 amp Laundry Receptacle 1 0 30 amp Dryer �J Receptacle 5 0 GFCI seal Service 5 Continued on Next Page 1 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. v MRrLs��rLnLn� o 5 BY THIS CERTIFICATE OF COMPLIANCE THE S 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 SCERTIFIES THAT 5 5 Upon the application of upon premises owned by C FULTON ELECTRIC INC. ANZI HOMES5 5 WINDSOR SLIP NYPLACE PO BOX 702 CENT11722, ROCKY POINT, NY 11778 S Located at 12255 SOUND AVE MATTITUCK, NY 11952 c� Application Number: 2045086 Certificate Number: 2045086 Section: 141 Block: 30 Lot: 63 Building Permit: 306182 BDC: ns11 Described as a occupancy, wherein the premises electrical system consisting of rj 5 electrical devices and wiring, described below, located in/on the premises at: �5 Basement,First Floor,Second Floor,Outside, 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the Day of 14th July,2005. 5 Name OTY Rate Rina QEq0 jym 5 1 Phase 3 W Service Rating 200 Amperes r�+ Service Disconnect: 1 200 cb Meters: 1 5 5 5 ; 5 5 55 seal 2 of 2 This certificate may not be altered in anyway and is validated only by the presence of a raised seal at the location indicated. , 5 P - ..-.�i.w��.-��n= =-. ..m vim:... '��•-�.�: Town Halt, 53095 Main RoadN 2 Fax(516)765-1823 P. O. Box 1179 Telephone (516)765-1802 Southold, New York 11,971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N DATE: 12 Building Permit No. 3 o 61 Owner: MG1-z1 1+nieS (please print) 1 Plumber: C �r�e 1 �d Prj (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. lumbers Signature) Sworn to before me this day of Notary Public, County vv FREDERICK J.NAPOLETANO Notary Public,State of New York Reg No.01NA6089519 Ou ed in tlt�4 County Commission -LOO� FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30618 Z Date SEPTEMBER 7, 2004 Permission is hereby granted to: MANZI HOMES PO BOX 702 ROCKY POINT,NY 11778 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING TO AN EXISTING GARAGE PER ZBA INTERPRETATION #5574 AS APPLIED FOR at premises located at 11255 SOUND AVE MATTITUCK County Tax Map No. 473889 Section 141 Block 0003 Lot No. 006 . 003 pursuant to application dated AUGUST 31, 2004 and approved by the Building Inspector to expire on MARCH 7, 2006 . Fee $ 818 . 70 a4Q- Authorized Signature ORIGINAL Rev. 5/8/02 APPEALS BOARD MEMBERS �F4,..Q� Southold Town Hall Ruth D. Oliva, Chairwoman `�� 53095 Main Road Gerard P. Goehringer P.O. Box 1179 Lydia A. Tortora W Southold,NY 11971-0959 Vincent Orlando Tel. (631) 765-1809 James Dinizio, Jr. l * `7)� Fax(631)765-9064 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD !a*' FINDINgS LIBERATIONS AND DETERMINATION _ - MEETING OF AUGUST 19, 2004 ZBA File ef. E. and M. KAVANAGH Property Location: 11255 Sound Avenue, Mattituck; CTM 141-3-6.3. SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FA TSIDESCRIPTION: The applicant's 15,805 sq. ft. parcel has 71.50 lin. ft. along Sou d Avenue (a/k/a North Road) in Mattituck. The property is improved with an existing bam and one tory concrete block garage, as shown on the March 17, 2004 survey prepared by Anthony Abruzzo, L.S. BASIS OF APPLICATION: Request for a Variance and/or Interpretation of Section 100-242A, reversal of the Building Inspector's June 17, 2004 Notice of Disapproval, concerning a proposed dwelling at 35'from an unimproved dirt road (referred to as Old Neck Road or Shirly Road), adding a breezeway addition to the existing one-story garage construction. The breezeway addition will be greater than 35 feet from any front line, and no new construction is proposed less than 35 feet from either front yard property line, although the existing garage building has a nonconforming setback 337 from the westerly lot line (front yard along the unimproved dirt right-of-way). The reason stated in the Building Inspector's Notice of Disapproval is that the proposed construction indicates a front yard setback of approximately 34 feet, instead of the code requirement of 35 feet, and that this comer lot requires two front yards. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on August 19, 2004, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: Applicants wish to construct a new dwelling with breezeway addition to the existing garage. The new construction is proposed at 35 feet from the westerly front yard and 53'3" from the southerly front yard, as shown on the site plan prepared by Jeffrey T. Butler, P.E. (with a July 12, 2004 ZBA date stamp). Page 2 August 19,2004 ' ZBA No.5574—E.and M.Kavanagh(Interpretation) ' CTM 141-3.6.3 1) The proposed dwelling is shown to be 35 feet at its closest point to any front yard'Jine. The new breezeway addition (attaching the existing building to the new dwelling) will be at least 35 feet from any front yard property line. 2) The code-required minimum front yard setback for new construction on this 15,804.67 sq. ft. parcel is 35 feet. The existing degree of nonconformance is noted as follows: 1) The property contains an existing garage building, 337 from the westerly property line, and the code required set back is 35 feet; the existing nonconformity is 17. The applicant does not propose any new construction within this building, and therefore there is no increase in the degree of nonconformance and no new degree of nonconformance is being created. 2) The proposed new construction is a minimum of 35 feet (some areas greater than 35 feet from the front yard lines), and the code required setback is 35 feet. There is no degree of nonconformity found relative to the new construction areas. 3) The Building Inspector's reasons stated in the Notice of Disapproval are that: "...The addition to a non-conforming garage, on a non-conforming 15,805 square foot parcel in the Residential R-40 District, is not permitted pursuant to Article XXIV, Section 100-242A,which states: § 100-242. Nonconforming buildings with conforming uses. A. Nothing in this Article shall be deemed to prevent the remodeling, reconstruction or enlargement of a nonconforming building containing a conforming use, provided that such action does not create any new nonconformance or increase the degree of nonconformance with regard to the regulations pertaining to such buildings. Pursuant to the ZBA's interpretation in Walz #5039, such addition will constitute an increase in the degree of nonconformance. The Board disagrees with the Building Inspector's reasons. REASONSfOR DETERMINATION: The Building Inspector's method of choosing the nonconforming of an existing garage as the area of new construction is flawed because it creates more extreme, nonconformities on the property than is proposed. To clarify, the building inspector's determination to use the existing 337 setback of the garage instead of the proposed setback of the new construction was incorrectly applied. The new construction on the west side will conform to the code-required setback and is consistent with the desires fact that the applicant chooses to use the side of his house that is more conforming and then ' Pape 3—August 19,2004 ZaA No.5574—E.and M.Kavanagh(Interpretation) CTM 141-3-6.3 construct an addition that will conform to the code-required setback on that side is consistent with the desires of the town to eliminate nonconforming setbacks. RESOLUTION OF THE BOARD: In accordance with 267-8 of Town Law which states: The Board of Appeals may reverse or affirm, wholly or partly, or may modify the order, requirement, decision, interpretation or determination appealed from and shall make such order, requirement, decision, interpretation or determination as in its opinion ought to have been made ... NOW, ON MOTION BY MEMBER TORTORA, seconded by Member Dinizio, be it RESOLVED, that the Board of Appeals INTERPRETS, Town-Wide, Article XXIV, Sections 100-242A, to mean that: In the Residential Zone Districts R-40, R-80, R120, R200, new construction (new dwelling with addition to an existing nonconforming building) is permitted when the setbacks for the new construction areas conform to the code's minimum required front yards for comer lots, because there is no new nonconformance or increase of existing nonconformance in the new construction, and be it further RESOLVED, that the Building Inspector's June 17, 2004 Notice of Disapproval is REVERSED, and that the building permit application be reviewed for issuance as soon as possible. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Oliva (Chairwoman), Tortora, Orlando, and Dinizio. This Resolution was duly adopted (4-0). ( ' '''per Goehringer was absent.) Ruth D. Oliva, Chairwoman 8/31/04 Approved for Filing JEFFREY T. BUTLERp P. E. 20 OVERHILL RD. SHOREHAM, NEW YORK 1 1 786 63 1 -208-BBSO LIQENoEO PROFESeIONAL ENGINEER MEMEWR NATIONAL SOCIETY OF PROFEBCIONAL ENGINCERE May 2, 2005 Town of Southold �l yAj* Building Department � ''V Re: Sound Ave Permit# 30618-Z Dear Sirs: Please note the following concerning this application: • I have inspected the strapping and anchoring pursuant to the building code and find that the work conforms to the plan as filed with this application. Please call if you should have any additional concerns about this application. pF NE►�rY CLQ,'SPEY T.B� Oicerely, utter, P.E. 2 10, 073493 �fESS10NP �o��pF 30l/l, 3Wi 7- � o )`, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATI ON L ] FRAMING / STRAPPING PQ FINAL 4"" [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DS DATE Z � INSPECTOR fo� Ov 3 o � l 8 z TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING / STSG [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: V- p DATE -3 as INSPECTOR f 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [XFOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE BC�HIIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 4&" '"-�- O - DATE l �( �� as— INSPECTOR z 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. �] FOUNDATION 2ND [ ] INSULATION ([ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: /U87- T- 4e 7 DATE ( ' �� �S INSPECTOR �� 3a� i g z 765.1802 BUILDING DEPT. INSPECTION J FOUNDATION IST [ ] ROUGH PLBG. [ ] INSULATION [ ) FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ J FIRE SAFETY INSPECTION REMARKS: 'Q' `O © ' c i DATE �-/ ��� INSPECTOR ' soaT,yO6 qr TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING FINAL /490 ', [ ] FIREPLACE A CHIMNEY ] FIRE SAFETY INSPECTION REMARKS: DATE / —��OS INSPECTOR v �o�,soF soury� 3o618z *� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION ( ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [( G4 FINAL 4 [ ] FIREPLACE & CHI M NEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE a- °29 ` oS INSPECTOR I��' pF SOUjyo6 , ,3o6 / g TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTIPN REMARKS-, JI -- , 1001; - - DATE INSPECTOR rjf so 7- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION IST [ ] ROUGH PLBG. FOUNDATION 2ND 1XINSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION REMARKS: V., L4-, DATE -a - INSPECTOR."'�' o�ypF SOUTy_ �uxn, TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ROUGH PLBG. < [ ] FOUNDATION 2ND [ ] INSULATION , FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMA KS: � O , p 17 DATE-�� � � INSPECTOR 3061 $ 2 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST XROUGN PLBG. [ ] FOUNDATION 2ND [ ] INSULATION ] FRAMING [ ] FINAL [ ] FIREPLACE & CNIMNEY [ ] FIRE SAFETY INSPECTION REM RKS: DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [FOUNDATION IST [ ] ROUGH PLBG. [/ ]] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: , DATE P-27-7, 9�4 INSPECTOR �� COYOTE PROPERTIES,LLC Three School Street Suite 207 Glen Cove,New York 11542 (516) 674-0707 (516)674-8353 Fax September 9,2005 Town of Southold Building Department Southold,New York 11971 Attention: Building Ins e�ctor Re: Premises - 11255 Sound Avenue, Mattituck.New York Dear Sir/Madam: This will serve to confirm that the undersigned will be removing some of the sand from the front yard of the above captioned Premises and have top soil brought in. If you should have any questions,please do not hesitate to call. Very ttulyyours, Edward L. Ka gh ELK:mmk STATE OF NEW YORK ) )SS: COUNTY OF NASSAU ) On the 9th day of September,in the year 2005,before me the undersigned,a Notary Public in and for said state, personally appeared EDWARD L. KAVANAGH,personally known to me or proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity,and that by his signature on the instrument,the person,or the entity upon behalf of which the person acted, executed the instrument. Notdy Public PAULA M.SILVESTRI NOTARY PUBLIC,STATE OF NEW YORK QUALIFIED IN SIM38M TERM EY,PIRES NONASSAU E 6 RR COUNTY1 COYOTE PROPERTIES,LLC Three School Street Suite 207 Glen Cove,New York 11542 (516)674-0707 (516)674-8353 Fax September 9, 2005 Town of Southold Building Department Southold,New York 11971 Attention: Building Inspector Re: Premises - 11255 Sound Avenue.Mattituck.New York Dear Sir/Madam: This will serve to confirm that the undersigned will install Neo Angle Shower Doors once we move into the above captioned Premises. If you should have any questions,please do not hesitate to call. Veryou/rs, cx'.ae.'l Edward L. Ka ELK:mmk STATE OF NEW YORK ) )SS: COUNTY OF NASSAU ) On the 9`"day of September,in the year 2005, before me the undersigned,a Notary Public in and for said state, personally appeared EDWARD L. KAVANAGH,personally known to me or proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity,and that by his signature on the instrument,the person,or the entity upon behalf of which the person acted, executed the instrument. N A GUU/�[N No Pub c pRY AULA F4.SILVEsTpt PUBLIC,STATE(1F NEST!YORK QUALtF ED IN'NASSAU CCU-4TV TERM EY,FiRES NOVEMBER 2t.,yd- rl- W - � rVN OF SOMOLD PROPERTY RECORD CARD` /xj 31 OWNER STREET VILLAGE DIST. SUB. LOT e5bV/1fl i`t✓� �EScR/BtD -FORMER OWNER NCL/v la E' ,. 6 S ke -41V40 .ACR. ' . 3 6.3 A I S �// W Nkf-A0wrower er TYPE OF BUILDING LLEN F �E C FANO_ 504�'i Ave,. �,OGG o � RES. SEAS. VL FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS (As Liber 2, e0 6 $ o O p o 4 v 44 t� Z400 1 300 1 ,z4 'T!�p ,- /500 rJO 9" 11�'3 7 b" -18 76 M,L Ese14 14AAl,. 1D T. 8,67S, L Po7�/ ? -b ror L ING CO 1'136/) � C C X72.3 O / � � Iq SoG.ep • 491 K NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable 1 7 QjtT c/ _ ' RLk—, 630 Tenable 2 "-/�o /�r�e�� Tillable 3 D1415- C _ GJC 4U Cntck YFf)Ofr YS 1 L( Woodland Swampland FRONTAGE ON WATER Brushlond FRONTAGE ON ROAD 9yz . "' X144 1; * House Plot DEPTH z BULKHEAD r Total DOCK STREET VIL — 3 LOT "DORMER OWN FRE _ C r"� r SES ACR. nr S A. +drr ILL$/y f Z3ESC ANO TYPE OF BUILD RES. SEAS. VL FARM COM . CB. MISG Mkt. Value LAND IMP. TOTAL DATE REMARKS D d 0 .5 18 G FAt4l' T� o / / L /� E /Fl *-ANO, �0 O E Sr N t �p yY �/o �esChTl C'aidj»2/ 0 f1AR>Ii+ l Ce I 3 0- rex4ns BUILDING /G�r 10 y �. 0 ,K NG CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre illable 1 "illoble 2 a -illable 3 loodland Nampland FRONTAGE ON WATER ushland FRONTAGE ON ROAD 71 ouse Plot DEPTH BULKHEAD Now DOCK j. )sfw NOON■■■ ■■ ■■■■�■■�■■■■■■■■ . t "id{_ • NOON■■■ ■■■■■■■■■■■■■■■■■■■ 'y NOON ■■OEM■■■■■■■■■■■■■■ - a NOON■■ ■■■■■■■■■■■■■■■■■■■ NOON■■ ON WON mom ME ■mom■■■■■■■■■■■NONE _ �MMEMO■E■Omom N■■■NA■■■■E■O■MI MEME■■NIdMIm■ ■Er7I■■N■■■■MM MEN EMEMai■M(wir_■Mil.w■■■N■0 ME ON Mw ■■■■ ■M■■■■■NKMM■■■NUME■EFAVAIFJO MN ■■■■■■N M■■■■WA 00r WIG P'S _ ■MM■M■�/�■MMM■w so iMM%MONM ■■E■■■■ ■■■■■■■■■[li%■■■■■u■ -�_Basement .. ®® ■■■e ee ■�■�■■■■gee ee■e■ 0101■■■■ �•��!.�:®■eee■■ee■eee ■■■e■■■ IF No ■■■i�■■ z �a■■■e■■■■■■■■■■ ■■e■■�■rie■rieif■■■■■e■■■■■■■■ so on ■R I�►1!e■■e■■e■■■e■ 0101■mom sni■RNMISeW■■■■■■■■■■N ■■001010101`■►1IINNS 0101■■■■■■■■■ 0101■■■■■ ►1'/m 0010■■■n■01e■ 01010■■■■ o_'lli- . ■■■ e0 ■■■■■■■�PQWS. ■■eee■ 0101■010101 iii11MEN 0■iii »ee■:��■■ee ►i�.�:L'-.',T►,�01i01■0101 J I LR / • - •• i Dormer Driveway 1 1 1 ' JI. 1 ' . 1 1 M OF I . . �Ko PIPPIVA"PI ' illo /��f►3►l?'.�'!' %.mss.. !'��'��'- ���'::� �FOA IMA' '- �..:.....r.. STATE ENERGY CODE INSULATION PER N.Y IN QM"taZZMA, Fillr.�.:� I • s _{ BUILDINU FLY-MIT APPLICATION CHECKLIK BUILDING DEPARTMENT Do you have or need the folio a7n before applying TOWN HALL Board of Health _ SOUTHOLD, NY 11971 3 sets of Buil 1'lans______J TEL: 765-1802 Survey�J PERMIT NO. Check4f., Septic Form &,` ' N.Y.S.D.E.C. Trusteest4w -"' _,_ Examined ,20 Contact:' Approved -,2n&A waime: 630�-A)c?yk tel-lll l(�?C7�PSSe r k Disapproved a/c , yynvyAL Phone: Building Inspector r APPLICATION FOR BUILDING PERMIT Date—q- l 3 . 20-O INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 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 aBuilding 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 a Certificate of Occupant is issued by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance okk 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, g code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. 11 Q L" Signature o pplicant or name,if a corporation) O 304- ;70a (L. Poi 14 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or.builder Name of owner of premises F,&%, 7Cvr. CL (,%A K Q t)n n c( a (as on the tax roll latest deed)S Ifap licant is a corporation, signature of duly authorized officer �V-\ -Gt l ek0 c ) Ice- PreslCle rt (Name and title of corporate officer) Builders License No. Plumbers License No. 3 I N a - Yh P Electricians License No. s00 Other Trade's License No. 1. Location of land on which proposed work will be done: SOU^& Avg I Ok COA'A%A�O- , - House Number Street Hamlet County Tax Map No. 1000 Section I C\ \ Block 3 _Lbt Subdivision Filed Map No. v »:., 1W Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release 1 Data filename: C:\Documents and Settings\JEFF\Desktop\Manzi\2003_Jobs\030079-KAVANAUGH-BARN\house.rck TITLE:Proposed Residence COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 12/15/03 DATE OF PLANS: 12/15/03 PROJECT INFORMATION: Sound Ave (North RoadMattituck,New York COMPLIANCE:Passes Maximum UA=457 Your Home UA=416 9.0%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 1000 30.0 0.0 35 Wall 1:Wood Frame, 16"o.c. 2715 13.0 0.0 198 Window 1:Vinyl Frame:Double Pane with Low-E 264 0.490 129 Door 1: Solid 42 0.490 21 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1000 30.0 0.0 33 Boiler 1:Other(Except Gas-Fired Steam),85 AFUE COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional jud specifications are ' compliance with this Code. (fr NEW T Builder/Design Date/2-, "v a!! 4, r �'r O73-49"' �pq�FESS ~�� REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoBware Version 3.5 Release 1 DATE: 12/15/03 TITLE:Proposed Residence Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: I Above-Grade Walls: [ j 1. Wall 1:Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: I Windows: [ ] 1. Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.490 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? [ ]Yes[ ]No Comments: I Doors: [ ] 1. Door 1: Solid,U-factor:0.490 Comments: Floors: [ ] 1. Floor 1:All-Wood JoisVTmss:Over Unconditioned Space,R-30.0 cavity insulation Comments: I Heating and Cooling Equipment: [ ] 1. Boiler 1: Other(Except Gas-Fired Steam),85 AFUE or higher Make and Model Number I Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. I Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I Duct Construction: ( ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State ,the Residential Code of New York State or the New York City Building Code ,as applicable. I Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 OF or chilled fluids below 55 °F must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 1: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(F) 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) \ GEORGE wHI1GH SITE PLAN OF PROPERTY BERTHA L. McHUGH 51TUATED AT (PUBLIC WATER) MATTITUGK ry WO/F TOWN OF 5OUTHOLD 030 ALFRED D. RICHARDS SUFFOLK COUNTY, NY N 8-1°3040° E MARJORIE L. RICHARDS 5.0.T.M* 1000-141-30-6.3 0 " 9 (PUBLIC WATER) A = 15,bO4.61 5G.FT. = .363 AG. old Z No BASED ON ORIGINAL / SURVEY BY: \ 90 JOSEPH A. INGEGNO \ 0 LAND SURVEYOR 0. P.O. BOX AN \ RIVERHEAD, NY 11901 TEL: (631) '127-2040 FAX (631) 127-1121 DATED: AUGUST 10, 1448 \ O \ LVV \ rl EXISTING 1AOW.( TERRY P. OSHEA R� (PUBER) LIC WAT 4% �, PROPOkD 2 STORY EXISTING BARN TO BE RESIDEMC:=- REMOVED (NO EXISTING `\ `� SANITARY SYSTEM) wmm PROPOSED SEPTIC SYSTEM: \ 1000 GAL. SEPTIC TANK w/ I-10' DIA. x 10' DEEP L.P. iv` \ Y�� ° FUTURE some EXPANSION \ \ �0 \ EP /LP 0 yk 0 FpG \ ^U > in t c teff, SITE PLAN \ 20 10 0 20 40 60 80 100 \ GRAPHIC, 51GALE I" = 20'-0" SITE PLAN PROPOSED RE5IDENGE JEFFREY T. BUTLER, P.E. S.G.T.M.# 1000-141-30-6.3 MATTITUGK, NY P.O. BOX 634 SHOREHAM, NEW YORK TEL.: 631.821.8850 FAX: 631.821.7287 COUNTY OF SUFFOLK TOWN OF 50UTHOLD yrs_ Sr TFM aV�� T��Y 3 AIRONN Sf1h/OY S/LT (MG) o U N P,4C c` BRoa✓N F/NE TO COARSE S.41V0(SW) AV. � o O o % lo zc 55�I � H /� n TEST HOLE � o iI � BY Mc OONAGD �'EOSC/ENGE I � �OC,rADE FE• V1 ,9REA OF 'fREA 4FsY STEM �� 1 SEPT/C SY5TEt7 SEPric i -`0---- A Ch Z p bb4� o FI rn 1 a mq l �� I � ��.�w V') As ; 3A S' m3a i o S � N� wmNi � �I 0 _ nA I� p a o sT a U o`'P G:50 �IIN kfLL n o'I FE. /9,0 B' o' uoao is aE °o. ' 35 T 75 00%Gly 7/.50 jE�6E'OF/meq YE"ME/✓T _.. __.- 27.0 J ALICE Map Described Property SUND ✓ ✓`"► Situated at Mattituck (, o r 7Tl1 ROAD) Town of Southold, Suffolk County,New York District 1000 Section 141 Block 3 Lot 6.3 I RES/DENC�S- /✓ELL 5' E 5ANI7-,4RY SYSTEMS ODER /40 SUFFOLK,COUNTY DEPARTMENT OF HEALTH SERVICES PERMIT Volt AppRO ILL RESIDENCE pyx FOR A DATE HS NO. APPROVED FORMAXIMOF BEDROOMS MUANTHONY ABRUZZO R.L.S. IMTREV *YRa-vF:r\(tE"r :•':"-°'`'MAPPROVAL REGISTERED LAND SURVEYOR _ 1500 Hortons Lane Southold,New York 11971 (631)209-0676 ANY ALTERATION OR ADDITION TO THIS MAP IS A VIOLATION OF SECTION 7209 �G l� SURVEYED: March 17, 2004 OF THE NEW YORK STATE EDUCATION LA W.COPIES OF THIS MAP NOT t /� ^ARING THE LAND SURVEYOR'S ORIGINAL SIGNATURE AND INKED OR EMBOSSED n A �� SHALL IS SUBJECT BE OT TO ANY EASEMNSIDERED A ENTS OR RESTRICTIONS OF RECORD.D TRUE COPY. (��� -0.��� REFER TO THE FIVE EASTERN TOWNS TOPOGRAPHIC MAP L LOCATIONS BY OWNERS Scale: 1"=3Q' `/" S P, SURVEY OF PROPERTY SITUATED AT AN I I MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 141 -03-6.3 910117 SCALE 1 "=20' GEORGE P. McHUGH 9 BERTHA L. McHUCHO r AUGUST 10, 1998 n R, JANUARY 5, 2005 FOUNDATION LOCATION N 87'30' 10" E 74.43' STOCKADE FENCE x-n y o7s, D7'E d9g % a� AREA = 15,804.67 sq. ft. R,9 ' LID / 0.363 Dc. CPI ED. JO is A NN`0�m �m xa F91 a 'CO .0 0, N 'q o, O oz x5 / r� x50 O +� n Y i Am A ti L 0 x ' � 1 x Qy \ m T-1 LP 1 ois Fa fo MON N INCE NlD \ WODO CE OAC FOJND 1B a Ve ' MON 'OO' W ./, ° • ° ' e , Colic. MGN IS 1 c�•00 a OF 55t :aCo .• �S 7�� SO v PREPARED IN ACCORDANC WITH THE MINIMUM STANDARDS F U EYS AS ESTABLISHED BY ME VED AND ADOPTED FOR 5 DRK STATE LAND TTHE .� \AA IN /^ n O ZA s JaJ N.Y.S. LTO. No 49668 BCCI--IA UNAUTHORIZED ALTERATIADDITION 'B ON OR ADD TO HIS " u ° °°N OF Joseph A. Ingegno SECTION 720720OF A 9 OF WE NEW YORK STATE EDUCATION UW COPIES OF THISURV SUBSET MAP NOT ROARING Land Surveyor THE SSE SURVEYOR'S SH U INKED SEAL SI Y EMBOSSED SEAL SHALL NOT DE CONSIDERED ,7 TO DE A VALID TRUE COPY. ONLY O 711E INDICATED HEREON SHALL RUN ONLY TO THE AND FOR WHOM THE SURVEY TI PREPARED. AND ON HIS TO THE POW Surveys ys — Subdivisions — Site Plans — Co08ffucLof/ovt TITLE COMPANY, GOVERNMENTAL TAL AGENCY AND LENDINGINmRUTION ED HEREON, AND ro THE AsscnRRs OFF THE LErv°wc mm- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CEMOICATIONS ARE NOT TRANSFERABLE THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING 5 931 AND/OR EASEMENTS OF RECORD, IF 322 ROANOKE AVENUE P.O. Boxx 1 19 ANY, NOT SHOWN ARE NOT GUARANTEED. RIVERHEAO, New York 11901 Riverhead, New York 111 801-0965 24-471A SURVEY OF PROPERTY III; - o SITUATED AT MATTITUCK , \ TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 141 -03- 6. 3 x/o/F SCALE 1 "=20' GEORGE P MCHUCH BERTHA L MCHUCH \zr �A AUGUST 10, 1998 o� JANUAR) 5, 2005 FOUNDATION LOCATION ' N 8T 30' 10" E 74.43 �,z JULY 5, 2005 FINAL SURVEY =i STOCKADE FENCE o NOVEMBER 7, 2005 UPDATE SURVEY DECEMBER 1 , 2005 CORRECTED WELL LOCATION FENCE 2 °7's, — a _ T9, ^ 04 �, m� . �� AREA = 15,804.67 sq. ft. OIT" 0.363 OC. (p ` mp �= NO is S.C.D.H.S. No. R10-04-0004 a`s CERTIFIED TO- EDWARD KAVANAGH MARY KAVANAGH .cEssaoo� NVa�m O � 35'� T FENCE o ' DO Z N a io 1 OUr, 25° SF a4 SNiEi � \ WMY YQ ,oe pO ° � O NCN 4 °° WOOD m \ n £ 1 �y SiEP o ' W BS P \ \ O t� T \ \ m FENCE \ N \ °t5. °eW caNC° MON \`j\ N aN� rENCF, 19 WDGD 1 � g0 0 DO, GYE W FOJNO 18 D LONG 1A°N pJEMENi s 1 a S0 iV V � SUFFOLdC CGONNfi..^-.ti!TnC'r`17 i:?111=,^,T,rl�._.tl�.^^^ APPPoOVAL, -'�' ' PREPARED IN ACCORDANCE WITH THE MINIMUM A L7i.d. k STAEDARDB FOR TITLE SURVEYS AS ESTABLISHED pp[ qq BT THE LIALs. AND APPROVED AND ADOPTED j1-tE1 DEC O5 ?An ;`.'d, ll lO =o4 'UOo4 TRLE SUCHASSOCUSE IATION THE NEW TOftH STATE V.NO DE 61L.cc,cUY 1 ORhl PN A IN OR�r oul O .Y.5. Lm. No. 49668 4 TO THIS ALTERATION OR AOOITIary AIII SE THIN SURVEY IS A VICW YO OF Josep 5� ngegno SECTION 7209 OF RIE NEW TOflN STATE EDucanoN uw � COPIES OF THIS SURVEY MAP "°1 GEA R'"G THE LAND SURVEYOR'S NHEC SEAL OF ZeAl EMBOSSED SEAL SHALL NOT BE COrvsICEREO Land Surveyor TO BE A vNrauE coI=v, CERTFITOINDICATED HEREON HALL RUN ONLY ToO THEHE S T PERSON FOR WHOM THE SURVEY IS PREPARED. AND HIS BEHALF TO THE Title Surveys — Subdivisions — Ed, Plons — ConstNction Layou( G l CCMPANT, GOVEE RNMENTAL AGENCY AND LEND LENDING INSIITUIION LISTED HEREON, AND TO THE ASSIGNEES DF THELENDING NEM- PHONE (631)727-2090 Fox (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS Of WAY AND/OR EASEMENTS OF RECORD, IF 322 ROANOKE AVENUE P.0 RDA 1931 ANY, NOT SHOWN ARE NOT GUARANTEED. RIVERHEAD, New York 11901 RI,.rhE.d, New York 11901-0965 24-4718 DE516N CRITERIA -THESE PLANS ARE INCOMPLETE WITHOUT DETAIL SHEETS (ADDENDUM TO DRAWING= SET), TABLE 8301.4 WIND SUBJECT TO DAMAGE FROM WINTER ICE SHIELD USE/ GROUND SEISMIC FROST DESIGN UNDERLAYMENT FLOOD LI /E DEAD ROOF UPLIFT LOAD WALL SHEATHING OCCUPANCI HEIGHT FIRE AREA TT PE OF MINIMUM UNIFORMLY DISTRIBUTED LOADS IPSU SNOW SPEED EXPOSURE DESIGN LINE LOAD (MPH) CATAGORY CATAGORT" WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED HAZARDS LOAD LOAD SUCTION LOAD CLASSIFICATION CONSTRUCTION USE LIVE LOAD MODERATE SLIGHT TO FROM 1998 PERIMITER EDGE ZONE = 33.: pe! EDGE ZONE . 25 6 per FIRST FLOOR . IOOC SO Ft 45 pe! 120 B 5E/ERE 4B' 11 YES 40 peP 20 pef INTERIOR ZONE = 26 6 par INTERIOR ZONE - 18 9 EXTERIOR BALCONIES 60 TO HEA/1 MODERATE FIRM MAPS peg R `9C SECOND FLOOR = B9C SOFT TYPE / DECKS 40 PA55ENGER VEHICLE GARAGES 50 ATTICS WITHOUT STORAGE IO ATTI65 WITH STORAGE 20 ROOMS OTHER THAN SLEEPING ROOMS 40 SLEEPING ROOMS 30 STAIRS 40 _ — _ — _ —_ — _ — _ _ _ — GUARDRAILS AN15 HANDRAILS 200 } (1 - _ CONT RIDGE VENT L I' ASPHALT ROOFING TY'P. -" - - WOOL FRAME CHIMNEY O WITH VINYL SIDING iVINYL SIDING - - -- To P OF PLATE 'o U m v APRON FLASH tl i2 - m - _ _ - TOP OF SUBFLOOR _ - - - -- - " - -"-" -- - - TOP OF CEILING FRI EE lJ- r N r - - - - TOP O° FOUNDATION Q/ D UJ m GRADE -1 - X ALL PLU PLUMBING , � Z RIGHT SIDE ELEVATION FRONT ELEVATION aNGBWATER FORENEED COSTE 81NG WA � y TF�TWG BEFORE COVERING Q 0 O m p_ m � c0 Lu N o m PLLWWRICERTIRrATION LLL. ON LEAD CONTENT BEFORE CERTIFICA TE OF OCCUPANC Y Ua Lu w SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2110OFI%LEAD. ENGINEER: ALL CONSTRUCTION SHALL tiE OF NEWMEET THEREQUIREMENTS OF ro 106MS OF NEW YORK STATE. E ' s W , %34 � �,� • Np! •� lo� �Ic - CERTNAI4 NG &CONNECTIONSOTI JEFFR SI LER, P.E. M� II REQUIRED. n m -- — RETAIN STORM WATER RUNOFF TOP of PLATE - PURSUANT TO SECTION 45-I OG Q ° OF THE TOWN CODE. LU Q n ui OCCUPANCY OR p� USE IS UNLAWFUL cDLU z m WITHOUT CERTIFICATE Q A� OF OCCUPANCY Q LU TOP OF 5UBFLooR};'/ P �� \ N Z F -- - - TOP OF CEILING S �� '\ O W Q y� I/ APPRQVED AS NOTED p o DTE: B.P.J3DI/8"-b Q k / of ` F E: RJ BY: o �� ml flo N TIFY BUILDING DE ARTMENT AT O U LLLJJJ LLLJJJ 1715-ISM SAM TO 4PM FOR THE /�/� � F LOOMING INSPECTIONS: WDZ� u 1. FOUNDATION TWO REQUIRED U IL JI FOR POURED CONCRETE IO Y WITH CHAPTER 948" -- -- TOP OF FOUNDATION ROUGH • FRAMING A PLUMBING F D DAMAGE PREVENTION S TS]N SIC LITHOLD TOWN CODE. CONSTRUCTION MUST CC-PLETE FOR C.O. PAGE : ALL CONSTRUCTION SHALL MEET THE * REAR ELEVATIONOFNEW YORKREQUTATE. OT RESPONSIBLE FOR LEFT SIDE ELEVATION YORK STATE.CONSTRUCTION ERRORS. FRAMING f 3 FR NOT PROCEED WITH DESIGN OR CONSTRUOTIQN ERRORS FRoMING UNTIL SURVEY O= "")N LOCATION IWIffERSCERTIRCAt REQUIRED I ANCHOR AND BOND NEW TO EXISTING Wi •4 EARS, 12O.G. VERT EXISTING GARAGE FOUNDATION WALL EXISTING GA AGE BREEZEWAY TO IL � • I i r.4 ISTING GARdGE p 7 2X6 C.J c aL ❑ m B a 16' O C. a ,I MPASTED FILL i N i 2x6 R R I "' 2x6 R.R a, - • r 16" O C O Q- PANTRY W D ----------------------------- - --------- ----------------- . I __ ____ _ VENTT 12' h" 4'11 EXT I -T i i U 4 , 416" T5T nI T6, ir- ow: KITCHEN o _ m ♦ I II 8'O" DIG NGT I � I 4 a i'u" _ d EXCAVATED CELLARtu 31 it w -r e u 4' POURED CONE SLAB - 3000 P,S I i `• W, 6 MIL POLY 1 6X6 IWuM z Z,�. • U 4" CRUSHED STONE --� BATH 8'O' ° Ily CLC. HGT, �____ ____i l______________? --------------------------------------------------_ • ---------- q n 7 7' 6" 7' S�, T 6" r I _ w c. IREF S R I i BEAM POCKET 60" X 6'�" T.O I n GROUT SOLID m 1 Z-ZxlO �R BEARING WALL rI 2-I U q' x II l 6' M.L Glf}GER PI X �� BEAM POCKET T T U - GRCLT SOLD U E P G • c lj I �) PILASTER, TYP ! _ DINING AREA - - ♦ - I- _ STUDY/BR �o T -y e'O" CLC. NGT. 8'O" CLC. HGT a a _ 4" STEEL COLUMN 0 = " ON 36" X 36' x I:' P (' u FOOTING BOLT cownNl k 3 To STEEL ABC/IS TYP " n I, 4�� ,� ��, 10',1" z �- ' Y z z 78" 70 •♦ M. BEAM POCKET D m /// J'I �' n— o rl e. • , sROUT SOLID - � - - - R R '-13 x II 116" ML G -- - - - - - `^ f- 2-2x10 HJR. BEARING WALL ^ € ll • I ' • i I BEAM POCKET p SROUT SOLID m w nVI D rce� _ea- cF.re.,Ncc - 7 e o ;♦ _ IP, - - - - ____ x a � ielM1rzrF - 11 I a - L • �9 Q w IIY isp' ass R,♦WER..KF_ '� X Z l4 o _ o nncE m Q 0 Fi ml ii = t _ = • IIS li �i r O ° LIVINIG ROOMF- a O In - - W _ 4 x In � e o' cL� LGT - -" Fs. GwB I' 0. � °? p ? A I OVER FURNACE a O ' UI PER CODE N 0 n/ v 23'4" u _ 4 i e I I I W I ` .. 1YW I I 'FI"(1C+ 2x6 R.R. TW71li'_ - -------- 2x8 CCA--LED-GER BOLT TD FNG ENGINEER w a, U, { U 2X6 R.R. K -- o COVER PORCH : per'_ Q iW/ 5/4" x 6' DECKING X _0 X _9 \ X I V -y j i M/ ryC" 4 m PORCH COLUMN la' RND x 42' DEEP NEW t� 3-0X HDR. 3-2X HDR. ' �- '------- _ ORCH ABOV 'r ON 'D CONCRETE0' PIER � w'1/ 9 POURED 3=2X8 DR. \ • PER AGREEMENT _ �+ _ ON ZO x IO" DR FTC- Q�� � eGT/� — ' '-- - - - - - - ' - - - - - ANCHOR PER DETLIL ��-2x10 GGA �IR_DER II--lI �� ' 2x10 OCA GIRDER' �2-2XIO CCA IRDER OR TO JNDI5TURBED SOL) PROVIDER IL PER CODE �' I" TYPICAL •s' ___ _'-'----� x6 CCA PCS' 9 __________ , c _ LINE OF P 1 ANCHOR ) F-G. W STEP 21011 24' fl'1 2101 IrrPICAL 10 5 jD90 FE 41011 81 0.1 N' lP' 4.0" S' U1 JEFF Eft, P.E. FOUNDATION PLAN o nl o ti 181 'Y U" SMOKE DETECTOR INTERCONNECT PER CODE Q i TR FIRST FLOOR PLAN 0� �. ------------------------- LIVING ; I _AREA 1000 SO, FT. SMOKE DETECTOR zwQ— ~z z Lt/NTERCONNECT PER CODE TUB, TUBY w O SHOWER 3I SHOWER z x w 77 Lu SEOOND FLOOR Q F b " p w ; SINK 5IIO O/ Q SHO!llE m MAIN FLOOR U D u R Di 1] Z O � I 0 CO FL C.O 4, TO Ah LPPRO✓Ec //�\ (CSF SAN'T:.R` SEPTIC S�STE'-' DAST IRR, 2 of 3 PLUMBING RISER DIAGRAM (NTS) HOUSE TRdP II WINDOW- AND DOOR SCHEDULE: VERIFY ALL ROUGH OPENINGS WITH ANDERSEN .x' Nn WINDOWS ARE TO MEET DESIGN PRESSURE OF 40 PSI -'A fP II' AND TO HAVE U VALUE OF .34 LIGHT 4 VENTILATION SCHEDULE: VERIFY COMPLIANCE 10 CODE FOR OTHER THAN ANDERSEN WINDOWS PRODUCT CODE UNIT SIZE SHUTTER SIZE TYPE COUNTFLOOR AREA LIGHTING LGHTING vENT1LATI0N VENTILATION ROOM 15O.FTPROVIDED REQUIRED F'ROvIDED W REORED ) ! I / i ! 28I1 7 B" x I'l" R.O. 2' 8 I/2" x 4' IO I/2" WINDOW 3 150.FT SO.FT 50.FT ISO.FT 1 m _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ T I TWI846I' 9 5/8° x 4' B 7/8° 2' 4" x 5' O" WINDOW 2 STUDT 'BR 136 216 10.9 11,9 5.45 i BATH _ LIVING ROOM 300 25' 24.6 IB,O 1 m 4 TWI852 I' S 5/8" x 5' 4 T/8" 2' 4" x 5' 10" 1:3 WINDOW 2 r0 12x0 R.R o " O G 1 DINING 124 16114 : 9.9 53 I 4 95 W.G PIASTER BEDROOM 310 216 114 Ila 0.1 W C Q d TW2032-2 4 5 5/8 xx430 V8" 3' 10 x 3 WINDOW UIX11 eo Cu HGT. K10' LA 0 MASTER BEDROOM — —BEDROOM •] 107 21.6 14 6 IL0 T 3TW243i0 2' ° " x 4' 6" WINDOW I BATH ® I , 4 BEDROOM •3 202 21.6 16,7 11.0 S O m TW2846-2 5' 9 5/16" x 4' 8 1/8" 6' O" x 5' 0" WINDOW I E.F. TW2852-2 5' l 5/16° x S 4 1/81' 6' O" z 5' 10" WINDOW 1 I � I q p• 11„ I ri CLO. TW3046-2 6' 3 5/16" x 4' e l/B" 6' 10" x 5 6" WINDOW 2 MEETS EGRESS REQUIREMENTS SHINGLE RIDGE CAP RIDGE VENT 1 8'0" CL. HGT I �I — r / q.��� 5' All 3046-2 6' 3 6'5/16" x 4' B l/8" 10" x 5 6 ,{'" WINDOW MEETS EGRESS REQUIREMENTS 2x8 C.L. 0 16" O.C. SHIryGLES EXHAUST 41R = a� TW3046 3' 1 5/8" x 4' 8 V8" 3' B" x 5' O" WINDOW 3 MEETS EGRESS REQUIREMENTS REMENtS FELT PAPER ROOF SHEATHING Tl P r + I ♦ �w w o 'AFP 9 = 2x8 G L e 16._ TW3052 3' 5/8" x 5' 4 7/8" 3' 8" x 5' 10" WINDOW 2 MEETS EGRESS REQUIREMENTS - IE x q o m .� - --o- r�,l _ I 31 COLONIAL EXTERIOR 2' 8" DOOR 3 MEETS EGRESS REQUIREMENTS RAFTER _x1C RIDGE BEDROOM •1 -- Ira 0' LY IV 00 CLS HST EGRE59 RE=IREMENTS .v x IY s r m RRs10,1 I nlnl..,r openly al411 ­.lalane re.oue OPENING PROTECTION Br ,,Fill i,.11 na'e a mlmmum mer dear open:mg or s m .qwe rear 0 530 WOOD STRUCTURAL PANELS mz1 PERSUANT TO 1609.1.4, SEE91E'-- 41 ENCEPTIO' Gmde r'l 10,41 ge anall nave a minlm.m nn clea- FASTENING SCHEDULE ON RIDGE BEAM �� ATT1G y " J"opeomg or 5 puna ree� ro.a65 mn. DETAIL SHEET IN THIS SET '/ � ' ' ACCERAIL PERRRo0.1} nlnlmum nal h. ine minlmam net a nal ni�e "� g - armee ng g RIDGE VENT DETAIL n. za 1mne. 1610 m . SEE DETAIL SHEET FOR CLO. CLQ, RR310.13 nm;a.m op mng amm ma nlnlmum nm clew opvmng .1mn HIGH WMD CONNECTION wII de }0 intra. rsOb mn) REQUIREMENTS RR3101.; operational come lnu nlryEmergencyai and re n 1 O cye . .hall de al op . nom mo In. 1n.1de r the room wIlh—, rna u• 1 r .ey. r root. INI— r I N = OPEN TO CU /P : /' (Y _ BELow / JU 3x10 RIDGE , ' :BEDROOM "2 F - --� — x 2X8 RAFTERS 0CGLG HGT ~ } Q Z LL '/1" ESHEATHING x 2X8 R R. C. 15• FELT LT 1 I I 0 IQ Q O ASPHALT ROOF SHINGLES 1 — CONT RIDGE >ENT = 4" Y 0 0 1X4 G T o 31" O.0 I I '-r � :E Q I] N ATTIC W J W F— R-30 MSULATION 'OP OF PLATE -- 1/2' GLIB _ ENGINEER • 1.0. off p II- ,4, 11„ _ —. CONT VINYL L (I SOFFIT (TYP 1 1/2" GWBOF NEW)ko,T 1x4 STUDS R-13 INSULATION BEDRPOOM1/2" cox SHEATHING �9 BATH TY VEK HOUSEWRAP x d INTL SIDING r = N SECOND FLOOR PLAN 073 'OAOFESSIONP~�4+ 3/4 5UBFLOOR TOP OF SUBFLOOR —' -- - LIVING AREA = 89(0 SQ. FT. wvvnl TOP OF CEILING -- -- SMOKE DETECTOR JEFFREY T. BUTLER, P.E. 1/2" GWB INTERCONNECT P-ER CODE p �` � ° W U ° d BATH KITCHEN O Z U a o W U o (� IT— TOP 5UEFLOOR n ' LL Q TOP OF SUBFLOOR -- -- uVUV uuuV VVVV VVVV 1 VVVV w F TOP OF FOUNDATION -- -- R-30 INSULATION • PITCH GRADE •; TnzI- AWAY FROM ,a •. n ` A 9 FOUNDATION � FOUNDATION '• '� _ 1L J `I. o GELLAR 2x6 CCA SILL Q `j o 4' 1/2" ANCHOR BOLTS- LL m + 2-1 3/4" x 11 T/0' HDR 23' C.G. ISEE DETAIL 514EET; WITH 4" STEEL COIL SILL SEAL 1L ON P.G FTG, TERMITE SHIFLD O 0" GONG FOUNDATION z 4" SLAB • 0'X16' GONG. FTG w n TOP OF FOOTING DAMPROOF BELOW GRADE - U In SECTION A—A PAGE : 3 of 3 1 FACE OF FOOTING 2x4 CONTINUOUS w LATERAL BRACE AT 6' O.G. TABLE 1609.1.4 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE TRUSS OR CEILING JOIST FOR WOOD STRUCTURAL PANELS _ 2-I0d NAILS GABLE END TRUSS FASTENER SPACING 1 2 FEET 4 FEET b FEET PANEL SPAN S PANEL SPAN < PANEL SPAN < PANEL SPAN FASTENER TYPE < 2 FEET < 4 FEET < 6 FEET ( B FEET 2 1/2" 1116 1�„ ib„ 12" 9.. LL WO i i /�� /� WOOD SCREWS NAIL 9 WOOD SCREWS LL / \� a. THIS TABLE BASED ON A MAXIMUM WIND SPEED (3 SECOND GUST) OF 130 MPH AND / EXCEED 40 FT. MAX.BUT NEED NOT H 5d COOLER NAILS AT 10" O.O. MEAN ROOF HEIGHT OF 33 FEET OR LESS. /\ 2"x4" BLOCK NAILED TO EACH I,. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. BRACE WITH 4-106 NAILS c. NAILS SHALL BE IOd COMMON OR 126 BOX NAILS. H/2 BUT NEED NOT EXCEED 15 15 FT. MAX. GYPSUM BOARD d. WHERE SCREWS ARE ATTACHED TO MA60NRY OR MASONRY/STUCCO, THEY SHALL BE ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM 5d COOLER NAILS AT T O.G. WITHDRAWAL CAPACITY OF 490 POUNDS. 20 GAUGE STRAP m �Xa. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 1/I6 INCH (11.1 m) 0 10-e6 NAILS AND A MAXIMUM OF B FEET (2435 mm). f. PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT w U •- HgRDWARE PROVIDED. _ FOUNDATION CLEARANCE FROM SLOPES 9, TABLE FROM SBCCI - I999 EDT,ON. FIGURE R403.1.1.1 ENDWALL STUDS GABLE ENDWALL BRACING (WFCM FIGURE, 3.6a) } EXTERIOR OR BEARING WALL a1 TOP PLATES ENDWALL JOIST A A STUD NOTCH GREATER THAN BLOGKIN 50% OF THE PLATE WIDTH BLOCKIN Ibd NAIL AT 24" O.G. GYPSUM BOARD ��j BORED HOLE MAX LTJ DIAMETER 60% OF STUD DEP 14 16 GAGE (0.054") AND T WIDE • . METAL TIE ACROSS AND TO EACH SECTION A-A B/S° MIN. TO EDGE BIDE OF THE NOTCH WITH S-Ibd NAILS EACH SIDE A/ Q Q WOOD.5TRUCTURAL PANEL JU 3 5/9" MIN. TO EDGE INSTALLED IN ACCORDANCE 4LJ FLOOR BRACING AT END BAYS Bd NAIL AT 6" O.C. WITH NAILING SCHEDULE (v .N�'H�' NOT EXOELd � TOP PLATES (ALL PANEL EDGESJ (TABLE 3.1, WGFM HIGH WIND EDITION) r f (WFCM FIGURE 3.610) ad NAIL AT 12" O.C. ON ALL d) Ica FRAMING MEMBERS NOT AT '� m PIPE t PANEL EDGES O Q `'(a) OUTSIDE CORNER DETAIL �' x W BORED HOLES SHALL NOT—/ BE LOCATED IN THE SAME Bd NAIL AT 4" O.G. � Hi CROSS SECTION OF CUT OR 14 NOTCH IN STUD TOP PLATE FRAMING TO ACCOMMODATE PIPING IAL P AT 6" Q.G. GYPSUM BOARD w a (ALL PANEL EDGES) N � 12" MAX. 11�1i1- III U- NOTCHING AND BORED HOLE LIMITATIONS NAILS EASED ON 1L FOR INTERIOR NONBEARING WALLS SHEAR WALL REQUIREMENTS Lu WOOD STRUCTURAL PANEL INBTALLED IN ACCORDANCE (WFCM 1995 SBC HIGH WIND EDITION, 3.4.3.1.1) 66 NAIL AT 24" O.0 WITH NAILING FM HIGHS ENGINEER: NO CEILING CENTER 2. BLOCKING TABLE 3.1, WGFM HIGH WIND EDITION) DIAPHRAGM ON SHEATHING JOINT El ad NAIL AT 6" O.G. ON ALL RAFTERS AND CEILING REQUIRED FRAMING MEMBERS AT PANEL �Prc OF NEW kvy JOISTS OR APPROVED 15/32 WOOD STRUCTURAL PANELS EDGE6 AND 12" O.G. ON ALL 0 �QEY T 49, S- • �, ROOF TRUSS ON GABLE FACE AND ON WALL BELOW FRAMING MEMBERS NOT AT BASED ON SHEARWALL REQUIREMENTS PANEL EDGES - E (b) INSIDE CORNER DETAIL F5 '.LI TOP PLATE- TOP PLATE SECOND STORY 07347 (� SEE DRILiING AV18 lQN6 GABLE ENDWALL, BALLOON FRAMING JOIST IS PERMITTED TO PREFERRED METHOD EXTERIOR CORNER FRAMING JEFFRE `' ss ER,P E BE CUT OR NOTCHED TOP PLATES FLOOR JOUST- BETWEEN THESE LIMITS WALL STUD- BEE DRILLING AND / SEE DRILLING AND BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS ti WFCM SECTfION 3.3.1.1,1 WFGM SECTION 3.4.1.1.1 I/, _ 3 SPAM - . I/3 SPA Z JOIST ENDS TO BE BLOCKED AGAINST WALL WALL WALL w Q STUD BAND JOIST D T AND BRIDGING CKING AND 3 CM BRIDGING OTATION IN ACCORDANCE ROOF FRAMIN DOUBLE TOP PLATE 4' A" 4" " uj WITH WFGM 3.3.1.3-END RESTRAINT _ W z � BORED HOLE MAX TOP PLATE Tue DIAMETER 40% OR BLOCKING SEE WFCM SECTION 3.3 T Q 6 OF STUD DEPTH r_ BEARING R PLE6 a TYPICAL A" CLEARANCE I /P1 In 5/8" MIN. TO EDGE WALL CONNECTORS w" CLEARANCE V J Q HEADER REQUIRED IN FRONT of O A A O 'I F Lu 5/S" MIN. TO EDGE BOTTOM PLATE SHOWER : z WATER LAP JOIST 3 IN. MIN. LAVATORIES z NOTCH MUST NOT EXCE BAND JOIST 0 a Q AIL OF STUD pEPTN OR BLOCKING FULL LENGTH CLOSET W NOTCHES SHALL NOT BE JOIST HEADER STUDS WALL STUDS 15„ WALL OR BIDET 15„ WAL� LLLLLLLIII w LOCATED IN MIDDLE ONE-THIRD SILL PLATE I • - 0 Q NOTE OF STUD LENGTH CRAWL SPADE I . ` UPLIFT CONNECTION 19 REQUIRED Q 3 0 C IF HOLE 16 BETWEEN 40% AND 60% --------------------_-_ OR BASEMENT SUBFLOOR _ _ AT EACH END OF HEADER AND*01111110 OF STUD DEPTH, THEN STUD MUST BE --rr--- FWNDAtION ^`C i AT BOTTOM OF HEADER STUDS IN WQL116-¢H+L�1"MOT DOUBLE AND NO MORE THAN TWO `N�IUPLI�t i i ADDITION TO CONNECTORS AT L, SECTI01%L4GAI*ON OSP CSAIAT OR SUCCESSIVE STUDS ARE DOUBLED GC�NNEGt WALL STUDS AND AT TOP AND a NOTCH IN STUD AND 50 BORED 1 I RpflU1R p I 21" CLEARANCE 2I" CLEARANCE a I � 1L BOTTOM OF CRIPPLES A I i i t AM-1 PLAT FORM FRAMING FRAMING INTERMEDIATE NOTCHING AND BORED HOLE LIMITATIONS BEARING WALL PAG ' FOR EXTERIOR WALLS AND BEARING WALLS TYPICAL WALL, FLOOR AND ROOF FRAMING TYPICAL FRAMING AND UPLIFT WATER CLOSETS (WFCM 1995 85C HIGH WIND EDITION, 3.4.1.1.1) CONNECTIONS FOR OPENINGS FIGURE 8301.2 I Of 2 MINIMUM FIXTURE CLEARANCES The design of this shtidure is based train the prescriptive approach using the GENERAL NOTES 120 MILE PER HOUR ZONE - NAILING SCHEDULE 9 P p p PP 9 1 All work shall be performed in accordance with all stale, (TABLE 3.B WFCM HIGH WIND EDITION) Wood Frame Construction Manual, High Wind Edition (Al published by The American Forest municipal,local zoning and building codes and ordinances ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS and Paper ral elements (1995( having jurisdiction and best standards of construction Non-he Clin l elemenle ere based upon The New York Stele Residential Code-January 2003 (dQ MPH 3-SECOND GUST .16C MPH FASTEST-MILE WIND SPEED (PER TABLE R3-1.2.1.3ll (TABLE 3.1, WFCM HIGH WIND EDITION) For the non-engineered and Geographical Design Criteria, see Table R301.2(i)on cover sheer practice. All non-en (neared lumber to he Douglas Fit p2 or batter The American Institute of Architects Conditions shell apply STRUCTURAL SHEATHING MAXIMUM NAIL SPACING 9 9 to all work performed on this project. SHEATHING LOCATION SND SPACING Wind Llmltahon Serato on31.211301 2.1 2 The Contractor shall verify all conditions at the site. Any rSEE NOTE U (INCHES o.C.) OR PANEL SIDING FOR Sol COMMON'NAILS u JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING Design ng Schedule For 3301.2 1 1 )See Table 330 i.2.1 2 for Wind-Borne Debits Protection discrepancies most be brought to the attention of the Engineer (SEE NOTE 3) (INCHES, o.C.) Fastening Loa Schedule For Wood structural Panels) dor to commencement of construction The Contractor shall be E ROOF FRAMING Dead Load-Section 301 4 p 4' PERIMETER EDGE ZON 6 (SEE NOTE 3) Live Load-Section n-Se 4 responsible far corrections not reported once he hes started work 16 RAFTER TO TOP PLATE TOE-NAILED) 4-Bd PER RAFTER Light and Venm Areas S.Od n R3 except for hidden job conditions F 6 (SEE NOTE 3) Minimum Room Areas-Sechon 3304 3, Contractor shell guarantee to the Owner Thal all materials and CEILING JOIST TO TOP PLATE (TOE-NAILED) 4-Bd PER JOIST Ceding Height-Section R305 equipment incorporated in the work will be new,and that all work INTERIOR ZONE 16 E Sanitation-Section R306 will be of good quality,free from faults and defects for a period F 12 /SEE NOTE 2) CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 9-16d EACH LAP of one year from the date of the final Certificate of Occupancy. Glaze Bath and Shower Spaces-Sertion 3307 4,The Engineer shall not be responsible for the construction means. E 4 (SEE NOTE aJ CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) 9-Ii EACH LAP Glazing-Section 3308 methods,techniques, sequences or procedures, or for the safety GABLE ENDWALL RAKE AND RAKE TRUSS Garages and Carports-Sectinn R309 precautions and programs In connection with the work,and he F COLLAR TIE TO RAFTER (FACE-NAILED) 6-Bbl PER TIE Emergency Escape and Rescue Openings-Section 3310 shall not be responsible for the contractors failure to carry out Emdix-Seclion R311 E • NAIL SPACING AT PANEL EDGES iIN.) BLOCKING TO RAFTER (TOE-NAILED) 2-Bd EACH END Landings-Section R312 the work In accordance with the construction documents The F • NAIL SPACING`AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD .1N.) Ramps-Section R313 Engineer shall not be responsible for the acts or omissions by the contractor. No changes shall be made in the documents RIM BOARD TO RAFTER (END-NAILED) 2-101 EACH END Stairways-Section R314 WALL FRAMING Handrails-Seandlor the building as designed witWITHIN 4 FEE without the expressed written I FOR ROOF SHEATHING T OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EAG4J ' .° consent of the Engineer SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED Guards-Sechbn R 3316 3315 5 The contractor and all subcontractors shall maintain continuous ° TOP PLATE TO TOP PLATE !FACE-NAILED) 2-Sol (SEE Alarms-Section 8317(SEE NOTE IJ PER FOOT Insurance coverage in d g ng general statutory policies mount n i Foam Plastic-Secdon 3318 2. Tl+�ULATED 12 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRu95 FRAMING Flame Spread and smoke-Section R319 Compensation etc.)and general liabillly in an mount not ME ERS WITH GTO 49. FOR FRAMING MEMBERS WITH 0.4RGL0.49, THE NAIL SPACINGS SHALL BE °' Simpson Stron9-Tle TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-I6d .DINTS - EACH BIDE P less that$5 million and automobile Ilabdldy end damage Insulation-Section R320 R CED TO 6 INCHES O.C. Dwelhn p coverage not less than$2 million The Engineer shall be MTS30 OR MTSI2 STUD TO STUD tFACE-NAILED) 2-16d 24" O.C. g Unit Se aration-Sediom R321 a named insured an any and all policies �d AT EACH ROOF RAFTER Moisture Vapor st Dray-Seaton 323 6.Provide 0025"aluminum termite shields over fibrous 3. TABULATED 6 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING HEAP" TO HEADER lFAGE-NAILED) I6d I6" O.G. ALONG EDGES Protection Against Decay-section 3323 Insulation at all perimeter sills. MEMBERS WITH G30.49. FOR FRAMING MEMBERS WITH 0.42[GT0.49, THE NAIL SPACINGS SHALL BE USE B-I6d NAILS AT Protechon Against Termites-section 3324 7 All wood in contact win concrete or to be Wolmanized REDUCED 7O 4 INCHES O.G. EACH END TOP OR BOTTOM PLATE TO SND (END-NAILED) 2-I6d PER 2x4 STUD Site Address-Sechon R325 masonry Accesslbllity-Section R32fi or pressure creosoted ? 3-Ibd PER 2x6 STUD Flood Resistant Construction-Section R327 8 A single station smoke detector alarm device shall be installed 4. TABULATED 4 INCH O.G. NAIL SPACING ASSURES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING In each bedroom,on all floors and shall be all interconnected per code MEMBERS WITH G30.4e FOR FRAMING MEMBERS WITH 0.4RGTO.49, THE NAIL SPACINGS SHALL BE STUD TO ROOF RAFTER 4-Ibd PER 2xS STUD 9 All bathrooms without operable windows to he mechanically ventilated If Fesign based upon pre CodeREDUCED TO 3 INCHES O.G. BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, k-NDJOIbT OR BLOCKING (FACE-NAILED) 2.16d (SEE NOTE 1,21 PER FOOT Design based upon presumptive load hearing valueser sandy gravel andlor gravel upon ex pounds as per New York State neo t r per square fool Contractor to oon and Engineer If well design sol materials are found upon excavation 10. Heeding to be designed N provide 70 degrees F with outdoor CONNECTION FLOOR FRAMING or lest hale,lar alternative footing and foundallon wall design designed air-temperature of 0 degrees F and 15 MPH wind 'I ii.All ionsof the work to he in accordance to the roles and Simpson Stron -Tle JOIST TO SILL, TOP PLATE OR GIRDER rtOE-NAILED) 4-ed PER JOIST regulations of the N.Y.B F U and a N V B EU certificate Is f g regulations Notes 1 be presented t the Owner m the completion of thejob MT512 - 16" D.C. ' '," Anchor Balls(ssTB 28)See chart on this sheet for spacing BRIDGING TO JOIST (TOE-NAILED) 2-Bbl EACH END 12 Plumbing sewage dispose to comply with state and Local codes 8"poured concrete foundation well 8'0"high, 30001![est USE 4-Sot NAILS BLOCKING TO JOIST (TOE-NAILED) 2-Bd EACH END Minimum depth-Sevum 403 1 4,48'minimum coverage to top of looting end the sewage tlisposal system In meet Health Department standards. AT EACH STUD 16" x W poured concrete wall footings, 3000#test 13 Do not scale drawings. Use figure dimensions only. BLOCKING TO SILL OR TOP PLATE TOE.NA1LEDJ 3-I6d EACH BLOCK 2-t 14'x 11 7113"Microarm Girder(or 3'S"x 11 703"Power Beam) 14 All work to conform to the rules and regulations of the New York u 4"poured concrete floor isNh with 5x6x#10 mesh and vapor banner Energy Conservation Construction Cade. All glazed area in be double 'm LEDGER STRIP TO BEAM rF10E-NAILED) 3-'6d EACH JOS- Damp proofing at exterior loundalmn below grade-Secfion R406 glazetl and all exlenor doors to have insulated cores 15 The Insulation protection as indicated on these plans exceeds JOIST ON LEDGER TO BEAM )TOE-NAILED) 3-SO PER JOIST 30' x 30'x 12'deep poured reiterate column footings. 3000q tell N0 e Code's minimum standards. Deck and porch foolmgs as noted, 3000q test,48"minimum boned depth 11 w Foundation wall to extend a minimum of S"above finished grade shall These drawingsthpro and specifications are instruments thenth of service and r BAND JOI$rT TO JOIST (ENG-NAILED) .bbl PER J015T All footings to he named(down to undisturbed soil shell remain the property of the Engineer whether the proles for i No loon shall be set hi her Nen a 30 d roe an le tram an other foohn which they are made is executed or not They may not be used 0 BAND JOIST TO SILL OR TOP PLATE xTOE-NAI,E I 2-I6d +DEE NOTE U PER FOOT rig I9 "9 9 Y 9 on any other project except by wnllen authorization of the Engineer Pour no concrete on frozen ground or in freezmg weather 17 The engineer has not been retained for site w ROOF SHEATHING Poende3 'A'suellallycmlumns e supervisionon-site i• ' m Backfill shall not be placed against the well until the wall has suffiaenl sVenglh and has been inspections and cerlificahous as required or requested by the owner, STRUCTURAL PANELS 5d (SEE TABLE 3.01 spanned to the floor above or has been suf ciendy braced to prevent damage contractor or local building department x. by the backfill(Seaton R,404 1 7) UPLIFT-CONTINUOUS PATH CONNECTORS DIAGONAL BOARD SHEATHING Floors-WFCM Prescriptive Method 0° ! 1"x6" OR 1"x0" 2-ed PER SUPPORTUSE SIMPSON STRONG-TIE CONNECTORS Floor framing shell be nailed in accordance with Table 3.1 WFCM HIGH WINO EDITION FOLLOW PRODUCT SELECTION GUIDE AND I"x10" OR WIDER 3-ed PER SUPPORT Drartalopping-Section R502.12 INSTALLATION MANUAL FOR HIGH WIND RESISTANT - s Firebloding-section R502 13 CEILING SHEATHING CONSTRUCTION CATALOG C-HW02 Floor Construction ANCHOR BOLTS IN FOUNDATION USE LTP4 - 16" O-C ° GYPSUM WALLBOARD 5d COOLERS T' EDGE / 10" PELD M*OSB plywood eubfloor,fasten per Table 3 1 WFCM 557828 WITH BEARING PLATE, SEE FOUNDATION p WALL SHEATHING Floor joists See Foundation and Floor Piens, spacing as noted NOTES FOR SPACING AT EXTERIOR W Fasten per Table 3 l WFCM PERIMITER AND 51m son Strong-Tie Tie (fix 2-2x6 CCA sill with lermitte shield and sill seal SILL PLATE TO RIM JOIST USE T 9 STRUCTURAL PANELS 0d (SEE TABLE 3.9) Finish floors per agreemera COMMON HAUS MSTA36 - 16° O-C, LND GA O.C.AT EXTERIOR PERIMETER COMMON WALL 1� FIREBOARD PANELS AND GA3AGILS AT E COMMON WALL USE 4-8dEACH NAILS X Well Conswctim-WFCNA Prescriptive Method USE 4 Bbl NAILS AT EACH END USE 4-8ot NAILS A? EACH STUD 14 Q VIS' bbl 3' EDGE / 6' FIELD Wall framing and finishing shall be nailed and or screwed in accordance w w AT EACH END 14 3: LL Table 3.1 WFCM GARAGE STUD TO GARAGE SILL PLATE USE 25/37 9d 3" EDGE 6' PEED 1x6 Pone fascia wrap ESP CONNECTOR AT WO C U1m m Overhangs as noted USE 4 Btl NAILS AT EACH END FLOOR TO FLOOR CONNECTIONS GYPSUM WALLBOARD 5d COOLERS r AGE , 10' PEO yip v�g�coR,s SILL PLATE TO RIM JOIST AND � o Aluminum gArs leand leaders HARDBOARD Bd (SEE TABLE 3.9) RIM JOIST TO STUD CONNECTION USEdd) r Sit"Sea Elevation. MTS 12, 16'0C RIM JOIST TO STUD CONNEC71ON m u Q PART•- ANE- Ed SEE TABLE 3.3:ARD ' Tyvek housewrap V F +• OSS sheathing see fastening schedule,Table 31 WFCM USE 4 8d NAILS AT EA:H END LI-1 O DIAGONAL BOARD 5HEAT14IN5 2x4 Surds '@ 16"o.c 4" 2x4 shoe antl double 2x4 plate FLOOR TO FLOOR CONNECTION USE } 'h'Gypsum all mend MBTA 36. 16"O C X 1'x6' OR 1'x0• 2-Bd PER SUPPORT 5/8'Type X GWB in garage 3 a1 'S'MR GWS m wet areas USE 4 sot NAILS AT EACH END BLOCKING AT 111 IAfO" OR WIDER 3-ad PER SUPPORT FOR CANTILEVER CONDITION USE MTS12, 16"O C 1/2° SPACING—� Q] Z At least one window in eatrh sleeping room shall comply with the exit requirements bisection R310 USE 4 ed NAILS AT EACH END ALLOWS oI I Lj 1 24" O.G. ALLOWS FLOOR SHEATHING Note dolling and notalLimitations 1n figure 8602 6(i)for bearing walls m NOLDDOWN JU O and figure 3602 6(2)for mon-bearing walls HOLDDOWN RAFTER TO O CONNECTION USE BTRIJGTURAL PANELS Follow exlenor corner framing dated figure. R602 10 5 MTS 12, EACHH ROOF RAFTER INSTALLATION 7 1 7 SIDEWALL INSTALLATION (�/ �- 1" OR LESS ad 6" EDGE / 12" FIELD Roof Assemblies-WFCM Prescriptive Method USE 816d NAILS AT EACH END !s- P Asphalt strip shingles shall have a minimum of six(6)fasteners per shingle(section R905 61 RAFTER TO RIDGE TO RAFTER CONNECTION USE. Simpson 5tron GREATER THAN 1" IOd 6" EDGE / 6" FIELD Undedeyment application (Seaton R905.2.7) 9Tle ENDWALL O 'j"s�j CS20 USE a-8d NAILS IN EACH END 4Li For roof slopes of two(2) units vertical In twelvA(12)units horizontal(17-percent slope(, MT6I2 AT EACH ROOF RAFTER HOLDDOUilN DIAGONAL BOARD SHEATHING up l0 lour(4)units veNcaA in lwelve(12)units hodzontal(33-percent slope), undedeyment AT EACH STUD o o O shell be lisi layers applied in the following manner Apply a 19-Inch(483 mm)strip of (PHD5) CORNER STUD I"xb" OR 1'x9" 2-Bd PER SUPPORT underlayment felt parellell with and starting at the eaves,fastened sufficiently to hold In place. DECK POST TO CONCRETE CONNECTION USE. o PB544A FOR EACH POST-USE 14- iso NAILS CONNECTED TO ENGINEER: 1'x1 OR WIDER 4' 3-Sd PER SUPPORT Startingatthe save, inch x(483 m),ds(914 mm)sheets of undedeyment place.overlapping � ' ° TRANSFER SHEAR o F� successive sl sheets 19(4)units s va mm),and fastened sufficiently to hold m place. 0 2-I6d COMMON �C Far roof slopes of four(4) units vertical m twelve(12)units DECK POST TO GIRDER CONNECTION USE. , Of V. NAILING ilEAnlRla'IENTS ARE BASIN ON WALL 3HEATHmNG NAILED 6" ONGENTER 4T THE PANEL EDGE. IF WALL SNEATNMG 10 NAILED ]' ONtENIER AT THE PANEL EDGE PC44 FOR EACH PORT O Vr NEW HOLDDOWN NAILS AT 10" O,C- YO TO OBTAIN IN§HBe SHEAR IN NE LOA NAILING REWIREMENie FOR eTRI1CIURAL ME1nBERe SHALL BE TidIBLED, OR 4LTB2NATE GONNECTORe,eLCH AS eHEAR PL4TE4, i O O ,� T 9•F - eH4rtt BE UEFb To nAiNTAIN THE LOAD PATH. Ice Protection(Section R 905.2.7.1) GIRDER TO DECK JOIST CONNECTION USE (PHD5) Qk" BLf • Undedeyment In High wmmd(Seaton R 905.2.7.2) MTS12 @ EACH JOIST 63 * !d, 1 WHBI'aui (WEATHIN6 le GONTINUQUe OvBe OONNECTB ,J M Tessa THE TABULATED NUMBER OF NAILS eMCED A1_ BE FERMITTED TO BE REDUTo 1-I66 NAIL PER FOOT Flashing(Section R 905.2 8) - 2_ ® CORNER STUD 9 ► - Ibd COMMON r ► Chimney's and y-Chap er Chapter 10 GIRDER TO DECK JOIST CONNECTION USE NAILS A4T 6° O.G. o CONNECTED TO 'i W b. Energy ERdency-0heptex 11,see attached report MTSI2®EACH JOIST ° TRANSFER SHEAR wr 211. Mechanlcal-Chapter 12 C General Mechanical Sysliems-Chapter 13 734 F� A (TABLE 3.2AWFCM HIGH WIND PORCH POST TO DECK USE: EDITION) Heating and Cooling Equipment-Chapter 14 2- C4 -USE 14- i6tl NAILS E$$I p�.fAA Exhaust Systems-Chapther 15 orf SILL OR TTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL x SHEAR LOADS Duct Systems-Chapter lSPORCH POST TO GIRDER USE 2-Ac4 off Combustion Air-Chapter 117 USE 14- I6d NAILS JEFFREY T. BUTLER, P.E. ANCHOR BOLT CONNECTION FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT SPACING Chimneys F fdVlents-Chapter l8 SUPPORTING EDGE NAIL SPACING (IN.) (1/2" ANCHOR BOLTS) 3/4" MINIMUM PORCH ROOF RAFTEP TO GIRDER USE FLOOR TO FLOOR CONNECTIONS- MTS 12 AT EACH ROOF RAFTER EDGE DISTANCE HOLD DOWN BRACKETS AT SHEAR WALL CORNERS, H SILL PLATE TO FOUNDATION9TORT 46 CANTILEVER CONDITION !CRAWL SPACE t BASEMENT) ALL 23 BP � 2 STORIES 3 STORIES 15 AND WINDOW AND DOOR OPENINGS F— N WALL BOTTOM PLATE TO FOUNDATION 3 - jig W °V o (BLAB-ON-GRADE) -2 STORIES 6 36 (WFCM FIGURE 3.1a < Ai p - Simpson Strong-Tie 3 Z N TE: MAX 12 Iii EACH CORNER=D_EACH SPLICE, PROVIDE BEARING PLATE BY 9IMP90N, BEE DETAIL 4 0210 2X6 r J = Q Qr • L AT EACH RAFTER - '^ Q { ) 10 Simpson Strovii Is d 4-IOd x I/2" d) r (TABLE 3.' WFCM HIGH WIND EDITION) .tis ANOTE I(1 - r ATT EACH POST - WALL SHEATHING A'TWHMENT REQWRIDGE TENSION STRAPREMENTS FOR WIND LOADS - ATTACH LEDGER TO FRAMING MEMBER 6520 USE B-ad NAILS Q ? Q [IRO Mi _-SECOND GUST • 100 MPH IP ER WIND SPEED ER TABLE R3-1.2.1,31) SEE PLAN WITH 2-1/2" X 5" LAG BOLTS AT 16" IN EACH END AT ^ STRUCTURAL SHEATHING MAXIMUM NAIL SPACING ON CENTER EACH ROOF RAFTER U Ak'iQAT#41NG 'LOCATION SIU® SPACING OR PANEL SIDING FOR Sid COMMONNAILS (BEE NOTE IJ (INGHE�, O,C.J , . d - 1' W Q (BEE NOTE 3) (INCHES, O.O.!' L Q (� o • E 6 Slmpeon Strong-Tie 4' EDGE ZONE li • U • U210 2X6 F 12 (SEE NOTE 2J �. v 8 • //,p AT EACH CEILING J015T z INTERIOR ZONE I6 E i A 4-I0d x I I/2" RAFTER F 12 d j d E • NAIL SPACING AT PANEL EDGES IINi F • NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.) W��t. A ASimpson Strong-Tie2" MINI1. FOR WALL SHEATHING WITHIN A FEET OF THE CORNERS, THE 4 FOOT EDGE ZONE ATTACHMENT SIDECOU210 2X6REMIREMENTS SHALL BE ILxED. son Str TleAT EACH DECK/PORCH JOIST RIDGE BEAMA TABt4.ATED 7�CN O.C. NAIL SPAGG ASSUMES SHEATHING ATTACHED TO STUD FRAMING 44 opt- eon 51 Stro Tle - 4-I0d x 11/2" PAGE MEMBERS 1111TH 00.49. FOR FRAMnEl•eBf3xs aaTs/ 0.4Z/G$p.49. THE NAIL sPACINGe SHALL AT EACH POST FOOTING 'rip ng- sste2e WITH BP TYPICAL PORCH/DECK � BE l®H$$J i T© 1NdPS D.C. PORCH COLUMN CONNECTIONS RIDGE TENSION STRAP DETAIL O1 1 3. FOR EXT PANEL S'DING, GALVANIZED BOX NAILS It"LL BE PET#.- ri TO BE files-IJ-Ev ANCHOR BOLT DETAIL LEDGER CONNECTIONS FOR GO'R1CT4 NAtlS. 1 i