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30689-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30858 Date: 04/19/05 THIS CERTIFIES that the building ADDITION & ALTERATION Location of Property: 155 SIXTH ST LAUREL (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 126 Block 7 Lot 3 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 28, 2004 pursuant to which Building Permit No. 30689-Z dated OCTOBER 12, 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 ADDITIONS & ALTERATIONS TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to VINCENT & BARBARA MANGIAMELE (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO_ 2038147 04/11/05 PLUMBERS CERTIFICATION DATED 03/05/05 MANORVILLE PLUMBING Authorized Signature Rev. 1/81 ' n Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL _ 765-1802 1^ �c �v IS APPLICATION FOR CERTIFICATE OF OCCUPANCY )it , AR 4 2005 j� ►' This application must be filled in by typewriter or ink and submitted to the Building Department ith the following: DEPT. A. For new building or new use: -')w . or a . Mr); , 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 I% 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 Planting 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$2000, 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. Copy of Certificate of Occupancy-S.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential $15.00, Commercial $15.00 Date. April 2, 2005 New Construction: Old or Pre-existing Building: XX (check one) Location of Property: 155 6th St. Laurel _ House No. Street Hamlet Owner or Owners of Property: Vincent and Barbara Mangiamele P Y� Suffolk County Tax Map No 1000, Section 126 Block 07 Lot 003 Subdivision George I. Tuthill and others Sect. 1 Filed Map. 861 Lot: Permit No. 30689 Date of Permit. Applicant: Theodore C. Martz Jr. Health Dept. Approval: Underwriters Approval Planning Board Approval: Request for: Temporary Certificate Final Certificate: XX (ch one) Fee Submitted: $ 25.00 Applicant Si ature co �- 3ofis � O r1rJ�r�rJ�rJ�rJ�rJ�rJ�r�rJ�rJ�rJrJ�r��Pr�tPrJrJ�rJ a�P rJ�rJ arJ�rlrJ@J arJ�rJ ar�rntP[J�rJ a cPrJ arJ�rJ�rJ�r l arJ�rJ�rJ�rJ arJ�rJ@PcPrJ@PcPrJ�r1 O 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY r5r 5 40 FULTON STREET — NEW YORK, NY 10038SO 5 CERTIFIES THAT S 5 Upon the application of upon premises owned by 5 5 57 5 5 WILDWOOD ELEC. VINCENT& BARBARA MANGIAMELE r� P.O. BOX 808 155 SIXTH STREET 5 18-4 STREET LAUREL, NY 11948 5 5 WADING RIVER, N.Y. 11792, 5 Located at 155 000 SIXTH g 126-07 4 003 REE? LAUREL, NY 11948 2038147 ns11 5 �+ Application Number: Certificate Number: � 5 Section: Block: Lot: Building Permit: 30689 BDC. 5 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 5 Basement, First Floor, Attached Garage, Outside, 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 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 the 11th Day of 5 April 2005. 5 5 Name OTY Rate Rating Circuit Type 5 Alarm and Emergency Equipment 5 Sensor 1 0 Carbon Monoxide 5 Sensor 5 0 Smoke 5 Appliances and Accessories 5 5 Furnace 1 0 Gas 5 5 Dish Wa,ber 1 0 1.1 K«' S 5 Range I 0 10.5 KW 5 5 Air Conditioner 1 0 36.000 BTU 5 5 Wiring and Devices C 5 Outlet 29 0 Fixture 5 Fixture 29 0 Incandescent 5 5 Outlet 69 0 General Purpose 5 5 Receptacle 37 0 General Purpose 5 5 itch 32 0 General Purpose 5 5 Receptacle 1 0 20 amp Laundry 5 5 Receptacle 1 0 30 amp Dryer seal 5 Paddle Fan 4 0 5 5 Disconnect 1 0 60 amp Air Conditioner C 5 Continued on Next Page I of 2 75 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 10cnrrur�crtlr�rJ acnrnPc1 ffi&ra t5V cPr n rPcnrJ arrurJ ar�cJ1n rru r TurJrPrJ ar�rr� o O rJ�L3rL3J�rnrJ@nr3,rL3Jc nrJ@Pu�rJ�rJrJr PrJ�rJrP L JMr L3rL3Pr�rJ�r n rJr�crd�rJ@nrrr?n r1�rJr1dJ@PcnrJr�P enc nrJr»JrJr�rJ@nr�cPrJ� o 5 BY TCERTIFICATE OCOMPLIANCE NEW YORK BOARDOFFIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 c5 SCERTIFIES THAT S 5 Upon the application of upon premises owned by 5 5 WILDWOOD ELEC. VINCENT & BARBARA MANGIAMELE 5 P.O. BOX 808 155 SIXTH STREET 5 5 18-4 STREET LAUREL, NY 11948 5 5 WADING RIVER, N.Y. 11792, 5 5 Located at 155 SIXTH STREET LAUREL, NY 11948 rj Application Number: 2038147 Certificate Number: 2038147 C 5 Section: 1000 Block: 126-07 Lot: 003 Building Permit: 30689 BDC. ns11 Described as a occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: [� 5 Basement, First Floor.Attached Garage, Outside, 5 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the lith Day of 5 April, 2005. 5 5 Name QTY Rate Ranine Circuit Type 5 5 Receptacle 9 0 GFC1 �5 Service CJ 5 5 I Phase 1W Service Rating 200 Amperes 5 Service Disconnect: I 200 cb [5 5 Meters l 5 5 5 5 5 5 5 LJ5 seal S 5 5 5 5 5 z or - 5 5 This certificate may notibe altered in anyway and is validated only by the presence of a raised seal at the location indicated. 5 5 5 Town Hatt,53095 Main Road .i Fax (5 16) 765-1823 P- 0. Box 1179 Telephone (516) 765.1802 Southold, New York 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N DATE. Building Permit No. 306892 Owner: Vincent and Barbara Mangiamele (please print) Plumber: Manorville Plumbing (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 //�� day of A1A4";cdA' } g26r2 Notary Pu lic, &IFF-ekk _ County 1Jn§ar.' -'ut ic, 2.t•,te cd r\eA York 765.1802 BUILDING DEPT. 3 a � KI ZANSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING FINAL 4 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: r DATE ��s OS INSPECTOR / . 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [FINAL [ ] FIREPLACE & CHIMNEY✓[ ]�FIRE SAFETY INSPECTION REMARKS: i0iC.6itJ�, �- DATE ��� �s INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ J ROUGH PLBG. [ ] FOUNDATION 2ND INSULATION [ ] FRAMING [ ) FINAL [ J FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE ! INSPECTORS/' 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [x] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR � 06TI z 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [FRAMING [ ] FINAL /[ �] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION UA REMARKS: DATE /- , �� INSPECTOR`/ ' / '30w 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATIgN 2ND [ ] INSULATION FRAMING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 1 �d� DATE ` INSPECTOR '" 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ .] FRAMING [ ] FINAL [ ] FIREPLACE S CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE �� INSPECTOR ,r,� 765-1802 BUILDING DEPT. NSPECTION [ OUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR 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. 30689 Z Date OCTOBER 12 , 2004 Permission is hereby granted to: V & B MANGIAMELE 1 NICHOLAS CT BETHPAGE,NY 11714 for ADDITION & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APLIED FOR; REAR DECK TO BE REMOVED at premises located at 155 SIXTH ST LAUREL County Tax Map No. 473889 Section 126 Block 0007 Lot No. 003 pursuant to application dated SEPTEMBER 28 , 2004 and approved by the Building Inspector to expire on APRIL 12 , 2006 . Fee $ 612 . 30 Authorized Signature ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET &-5 VILLAGE DISTRICT SUB. LOT 3 _ y[ 0 FORMER OWNER N v E ACREAGE 3Y9 W TYPE OF BUILDING kES.�) �2 �6 SEAS. VL. FARM comm. IND. CB. I MISC. LAND IMP, TOTAL DATE REMARKS41aA a (� 'f 0 /076 2-� S-0 o v cto 531 3 0 166 2/00 � , /-., (/ 36, r O D. 34© �0 6 / S/Sv „ -TJ-2)O BILd� NDITION Y V167 NEW NORMAL BELOW 93 ABOVE Farm Acre Value Per Acre Value / 0 Q1 }( Tillable 1 Tillable zi^^°��o agrc0 L wFcn Tillable 3 — - Clio e 03 \ dVoodland iwompland v 3rushland House Plot TotoI �. * iq .q rf V A TO 6 a _ _ _ /7"_ M. Bldg. 2 ( Z 7a Foundation Bath Extension X r {;° J L Basemen v� Floors Extension Z �/ _3 2 �V. Walls O „&el e In—terior Finish k Extension Fire Place n Heat Porch Attic v' Porch Rooms Ist Floor Breezeway Patio Rooms 2nd Floor Garage Driveway O. B. McMinom. � . • � � F rr�r►�rrr�i� �_.. .�. FOUNDATION(2ND) IMMA PLUMMING WAFFM WSULATION PER N.Y. STATE ENERGY CODE < WM i i f CL 10 2004 TH STREET TIE— fIIJ N 69'13'10' 100.00' CoNC L LOT MON m = n O Ili q O PROPOSED ROOF JIEP PROPOSED PORCH N O \ COPLUMNOURE$D 'ONC p�j le 1' 0' le I. �� M ONE-$iOFY POURED CONCRETE RESIDENCE FpullDSrlory SHOW pR a (E%tEF10R ONL/) % 3Al2.9 P3 OOO CIWM 1111V FENCE DECW/RAIL 28 3'' a dE li o Im ' g FENCE iORNER ID /I ZIP O SOUTH 0 E' L d rRAME � FENCE CORNER SNED OUCH 19', TIMBER ✓NEE WALL AST 0 I' CHRPI UNN IENCE F FOUND S 69'13'10'W 100.00' NOTE PERCENTAGE nF LOT COVERAGE FOP HOUSE. ELEVATED DECK, Lor AS Lor n AND PROPOSED ADDITION TO INCLUDE PORCH = 1775%. SURVEY OF COVERAGE -,F POOL A14D FRAME LOTS 39 &' 40 SHED =4 52% TOTAL LOT CCVEPAGE = 22.2/% IN SUBDIVISION MAP SECTION ONE PROPERTY OF GEORGE I. TUTHILL & OTHERS S7UATE LAUREL, TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. SURVEYED FOR: VINCENT MANGIAMELE PAT 861 BARBARA MANGIAMELE DarE FILED JAN 15, 1e29 TAI# 111170-126-0'-003 SUPVEYED: 30 APRIL 2004 SCALE i"= 30' GUARANTEED TO: t.INCENT MANGIAMELE AREA = 15,000 S.F SAPBARA MANGIAMELE I 0.344 ACRES GUARANTEES Ir:DIGATED HERE ON SHALL RUN SURVEYED BY ONLY FC THE PERSON FOR HHOM THE SURVEY IS PREPARED. AND ON HIS BEHALF TO ME STANLEY J. ISHI+SEN, JP. ri.rLE COVFANi GOVEFNVENTAL AGENCY. /' LENDING u.Snn,noN. IF LISTED HEREON, AND P.O. cB�OX 294 TO TH£ ASSIGNEES OF THE LENDING INSPNTiON NEW SU FOLk. f 1.Y. 1 1 a 56 GUARANTEES AFE NJT M4NSFERABLE TO 4CC14GNAL INSSTLmCNS OR SUBSEbENr O&WERS. 63 1 — —5835 NAUTHCRfZED 4LTER4F)N OR AODIPCIN TO THIS SL'P%EY IS A VIOLATIO, nF SECTON 7209 OF THE NEH YORM >'T4TE EDUC4TION LAW CC COPIES OF THIS SLIRVE1 MAP NOT BEARING L11— NSED I`I SUP'' VF' THE LAND SLPVEICRS EVBCSSEESEAL SHALL S LIC. I O. 4K'73 vOF BE CONSCEPEO TO BE A VALID TRUE 1. 3 NOB 04 LOCATE POURED CONC FOUNDATION, `DRY COMPUTE PERCENTAGE OF LOT CO'ERAGE. (�4P 1 7 10 P FROM : Tlxodoree C.Mdrtz Jr. PHONE NO. . .11b 878 8443 Nov. 19 2004 03:48PM P2 SIXTH STREET TIE- 150' N 69'1J'1O'E 1D0.00 -� CO c. LOT .,eT wox a O q b P 2 ��L:5C4AM1ifPi� � e..-.. r.R' r e.+ 4 eowee cOxe.m Q a Nom a LI) A_ . Y p.ux uwt FEx•A - y 113 7' s elm.5,0'. .LLE W• eNx-.� Tic e e ro L --- 5 66'13'10-W 100.00' NOTE: PERCENTAGE OF LOT COVERAGE FOR HOUSE, ELEVATED DECK, wr.e AND PROPOSED ADDITION TO INCLUDE PORCH - 15.45X. SURVEY OF COVERAGE OF POOL AND FRAME LOTS 39 & 40 SHED -4.52X IN TOTAL LOT COVERAGE - 19.97X SUBDIVISION MAP SECTION ONE PROPERTY.: OF GEORGE I. TUTHILL 8c OTHERS SITUATE LAUREL, TOWN OF SOUTHOLD SUFFOLK COUNTY. N.Y. SURVEYED FOR: VINCENT MANGIAMELE FM# 861 BARBARA MANGIAMELE DATE FILED JAN 15, 1929 TM# 1000-126-07-003 SURVEYED: 30 APRIL 2004 SCALE 1"- 30' GUARANTEED TO: VINCENT MANGIAMELE AREA - 15,000 S.F. BARBARA MANGIAMELE OR 0.344 ACRES E ARANTEES .xDICA)ED NMC ON SICU RUN SURVEYED BY Lx.Lr To THE IERs FOR R CW Me wmwy STAN[ FY J. ISAKSEN, JR. ,s PREPAAID. Al Cx .9 RENALC m `Nr "Ill ePVPA..Y. eo.rwwurN w.. Arn+Cr, P.O. BOX 294 arrOwC/NSTn/nd4 ?L.rlrn Nr CW ../O ro THE wsIDoxers or +Ne LENuwr, ,NsnrV>ipv. NEW SUFE LK. N.Y.. 11956 AGD/TIpM[SNSRNRONS pRsrq/BSEDUENT owfRi 631—734 5835 3N.V7t I. A AL TR.7✓r SE I00/xON ro >/nr +MLf•,s . M.now aC SCGnpx INE.Kw 19P./sr.+E EWwn/av uw ;L [VPR:S M Rxa S✓RL'Er N.I NVT REwRmG 1� +? NOV Oe SHOW REDUCED SIZE CI.M TED DECK. ENSELI N 51J FtVt R TILT 4x0 sV WK s E..009= SEAL v+ALL RECOMPUTE X OF LOT _OVERAGE. YS Li C. O. 49273 x l sc Coxsx) 0 +'o x w -110 TRUE 1. 3 NOV 04 LOCATE POURED CONC FOUNDATION, 04R7-719R2 COI`: COMPUTE PERCENTA,F OF LOT COVERAGE. ;,ut222a14 SIXTH STREET e= rso N 69'13'10"E 100.00' h � CONIC. LOT LOT MON. q AD m Z n N � O ? A Y m G O PROPOSED POOF OVER N PROPOSED PORCH O, POURED CONE A / COLUMNS IM�)� m A I61' 0 3T O Dl is I ONE-STORY POURED CONCRETE RESIDENCE FOUNDATION EYTEPIOR ONLY) i 19 .B. 0 a .JWWDDE DECK IUCI CHNN LINK FENCE 13.7' n n x i 0 N u FENCE CORNER O SOUTH 0.6' N O % � FRAME O FENCE CORNER ! SHEO I SOUTH 2.9'. TIMBER KNEE WALL J EAST 0.1' CHAIN LINK FENCE PIPE OUND S 69'13'10'W 100.00' NOTE PERCENTAGE OF LOT CO,,ERAGE FOR HOUSE, ELEVATED DECK, LOT 48 LOT 47 AND PROPOSED ADDITION TO INCLUDE POPCH = 15.457. SURVEY OF -OVERAGE OF POOL AND FPAME LOTS 39 & 40 SHED =4.52; TOTAL LOT COVERAGE = 19.977 IN SUBDIVISION MAP SECTION ONE PROPERTY OF GEORGE I. TUTHILL & OTHERS SITUATE LAUREL, TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. SURVEYED FOR: VINCENT MANGIAMELE Asl DATE FILED BARBARA MANGIAMELE DATJANt 5, 1929 TTVfk 1000-126-07-n03 SURVEYED: 30 APRIL 2004 SCALE t"= 30' GUARANTEED TO: `,INCENT MANGIAMELE AREA = 15,000 SF BARBARA MANGIAMELE OP 0.344 ACRES GI,ARANTEES ITiDICATEO HERE ON SHALL RUN SURVEYED BY Gar TO THE PERSON FOR WHO/ THE SURVEY IS PREPARED. AND ON HIS BEHALF TO THE STANLEY J. IS.AK SEN, JP- TITLE P.DRE COMPANY, GOVERNMENTAL AGENCY, P O BOY G a 4 LENDING INSPTUTIDN. IF LISTED HEREON, AND TO THE ASSIGNEES OF ME LENDING INSTITUTIONr t GOARAHFEES ARE NOT TRANSFERABLE TD NEW JUI 111"1 _ f l' T' I I `l ' ADDITIONAL IIrSTITUTIOI/S CF SUBSEOLENT OWNERS DNAUNC'RIZED ALTERATION OR ADOIRON TO NIS SURVEY b A VIOLA PON OF SECTION 7209 OF FILE NEW YORK STATE EDUCATION LAW COP's OF MIS SURVEY MAP NOT BEARING 2. 17 NOV 04 SHOW REDUCED SIZE ELEVATED DECK, ENSE Af`JD SUP Ey,--,p THELANC SLRVEYOPS EMBOSSEC SEAL SHALL RECOMPUTE 7 OF LOT COVERAGE. NYS UC. f 10. 4aG ,'3 NOT BE CONSIDERED TO BE A VALID TRUE 1. 3 NOV 04 LOCATE POURED CONC FOUNDATION, GDP" COMPUTE PERCENTAGE OF LOT COVERAGE. 134P] -319P; ~ Victor Cuneo, Architect P.C. 154 Laurel Road East Northport, New York (631) 261-2744 '4N 2l January 24, 2005 Town of Southold Building Department Southold Town Hall, Main Road Southold, NY 11971 Re: Mangiamele Residence/ 155 6th St, Laurel, NY/Permit#30689 Enclosed is a reduced floor plan indicating the addition of a beam in place of the wall separating the dining room and E.I. Kitchen. This beam will be carrying the existing clg,jst. with no attic storage above. OR lator s i Ole o tect �,aM-RFvt�dl` (2)1,46 10 I_ Rwnov�rKr (2)2 x 10 x IS'-6• I in n 9046 I Mw4r B�C1'OOm IV I"t!d/T11. T 6'-6'Gilhg tt.ghk q II J V L4 2' 0 ® n t4 ® ExNthg 9od-oom I r q q 5 to be romavd I1 x0 x;6 r____ Exlbtha Ee&oom i clw. E.I. u ry 6 ry 6 QL 1 aNk 1 Q X j 1 N4! L 3� .,1 n I II 3t 4_ I Y .... ......wd32-B• I 2x10 30 _ — _ `_1a--_ (3) 1.75 x I]'LVLT I % f-------E_= wit clog"dr. 1src�g clg.jsF*Teta'to boon ch" u 4 ` v ry 4 " tg _ q. -- - -------- t --------- o ` o I' , O o q abd. q O x 0 ®® OM x e x • 0 on rally and ullhg ry • f1 • n If LM of porch roof _________ an Eop c�Fows roo7_____ I I S _________________ FMIW M. 6'-6•cellhg H04ft 7" +e q 2OLO' '�' 9i 2x6rr. 2cer 6 /Exb Beds Match TO.Ylhdow h&4* -W-1-6.04 xrr. n with Dhhg rm.whdow kft / •—16-oz I • I6•o<. / O I (2)2 x 12 --- (2)2 x 12 _—_—(5)2 x 10 fWN e046 --T------ 12'_1• 9'-S' 2 x 10 c.l. i Q � e 16'oz. q covered Por x O x 0 n _—_ (2)2 z 12 (21 2 x 1 9046 !Z 2 x 12 (2)2 x 12 ry • ry • (2)2 x 12FR 16'-0'x 1'-0' N.Garage dr. 12111' S T-7• _s IO'-4' 10'-4' 19'-0• V^ 20'-0' —G FIRST FIRST FLOOR PLAN MANGIAMELE VICTOR CUNEO ��4• . r-0' RE5IDENCE ARCHITECT P.C. 624 S.F.!1154 LIVING SPADE ISS 6TH STREET MY 154 LAUREL ROAD i 0 NEW 6AP.NEN�RASE S.F.H ORCH I EAST NORTHPORT.NY 11731 y '� FW"T a 90669 (631)2n 1-2741 i Victor Cuneo, Architect P.C. 150 Laurel Road East Northport,New York (631)261-2744 _-- October 13, 2004 (r"l 32004 Town of Southold Building Department Southold Town Hall, Main Road Southold,NY 11971 Re: Mangiamele Residence/15 6°St,Laurel,NY 1) Enclosed are the corrected code notes for the above referenced project referring to the 120 mph wind zone instead of the 110 mph zone. 2) The enclosed floor plan indicates the location of a smoke and carbon monoxide detector outside the existing bedrooms. 3) One bedroom has been eliminated and combined with the existing kitchen-A new bedroom has been added in the new addition. The total amount of bedrooms remains the same as the existing house. The existing septic system will be adequate to handle the new addition. pR C tett �►gew't�� SWAM ® Theocjore C. Martz, Jr. Building Contractor 145 Ryerson Avenue Manorville, NY 11949 (631) 878-8443 (IM 8 M4 Date: 10/07/04 Via: FAX MESSAGE TO: (631)-755-9502 Town of Southold Bldg. Dept. Att: Pat Conklin RE: Mangiamele permit application NO. OF PAGES: (I) Per our conversation, the existing rear deck is to be removed as part of the building and construction process. i Theodore Martz Jr. FAX: (631)-878-8443 Victor,.Cuneo, Architect P.C. 154 Laurel Road East Northport,New York (631)261-2744 __-- — October 13, 2004 C I 132004 Town of Southold Building Department Southold Town Hall,Main Road Southold,NY 11971 Re: Mangiamele Residence/ 15 6ei St,Laurel,NY t) Enclosed are the corrected code notes for the above referenced project referring to the 120 mph wind zone instead of the 110 mph zone. 2) The enclosed floor plan indicates the location of a smoke and carbon monoxide detector outside the existing bedrooms. 3) One bedroom has been eliminated and combined with the existing kitchen_A new bedroom has been added in the new addition. The total amount of bedrooms remains the same as the existing house.The existing septic system will be adequate to handle the new addition. pIt C i tect N d� Ld U) Q a rn o n'-q• co 2 m 10 nuc. ' n r---- d4' 1'-0` T4 !OM I Nwlor low'ewn Dem.. 7 OLV®tiY 1 i Q Q 8 1Mrw,rwd f r 3i = r - jI l CD fl p — — -------- •wit_— U dwsryIs Is 7• j / L"or pordh -- ---------------ai f6p d'Cnww:red---- --- ---Y-D'"GN"--------------- -- ---------+/ \ / \ ® lrrl My fw¢I olrr m. 4 I•rlrA T0.fellow,yy / ® I ,\ ___ "•I,w+y rw,,wre.,Trya / - • •�. I •11•u. —\ L]1]x 17 dl 7 r V (OI 7 r q lM•La1��,L -_- i Tao• iy •'-T – – qM •b• 7■q GJ. •Wei. •-+ I CA Osrwvd PWM Iw 1717•G (]f 2wP] f71]■ l] • n• f]12rl2 Nb'"TO' 11 Ma'•t. in Cu tr-v S40' W-W f4• 10'x• v'r+ .� Map• - '// v _ o CA FIRST FLOOR PLAN GL•fAT1G Aro IEo,swnfa oeegff rFIfHWA -_. _.. _ v W.KC i 6r7riau Y1M Sr4mk oeNi� y, yp Froci Tempe dab -� M y.HM LlVW0 SPA'e Noeerteto m f17!1F.Mm WONT FaWAf • N P7r 17O NPM j S"(0.90 °9 " 4-o' to I I De/rees 400•r.WM OAPAOE ' NN•Y . . L GOOF SNuctWO Shal be deNOwd•M bWL•X4rdWV to the/FPA MGN f rlood"Ell Ow•LrWAM Men"for Orw wd TWO P•tlu 0owlb1ln) _;:: doft— 6 • aalo f Llne OF steps z1bova Al O - - -I- -- - — _ _ _ _ _ _ _ _ _ _ _ - - -- - - - - - - - - - - - - - - - - - - SYMBOL5 / ABBREVIATIONS I� / r - - - -- - - -- -- - - — — a' concrete wall on- - - - -- - - - - is - - - - - - / - --- E TN RE / CENTER LINE m 11 o struactoioo shall / onl ® NEW crkrnan like II ? / O 2 All work shall conform to N I'-4" x b" POOtlnwlth 'Ip / E_--] REMOVED national, state, and local j Cellar (2) # 5 re bare nt. ,� u , 0 O5 SMOKE DETE0TOR5 PER NY5 CODE codes Ono oucncrcles w O m � / he Ar urlsdlctlon, 8i 4" Concrete slab with 6 x' 6 10/10 wwm h 3 ip © EXHAUST FAN g x — 3. All unnoted or non-nsiole on 6 mll vapor barrier ani m 10 ry ® 1-41 O © i0 easements are the compacted porous PIII h o ry ® COLUMN UNDER POINT LOAD responsiblhty of the owner O ai budaer Attach new Foundation to It -6 ', iV X POINT LOAD FROM ABOVE -+ m is the contracture ++ � responsibility to keep a set existing with #5 re bar ® I / of these Ions an site at all 12" ox" vortical. � �� Q` / ^o HINbED DOOR times. p m (Typical a ea. connection) 1 5 cps " `m ,I 1 / m 5. It Is the contractor=_ - resppnsiblllty to famniorize I 9 -6 9'-6'� - - - - -- - - _ — � himself with al aspects of — - - - -- - - - -- - - - - - -- - E� WINDOW these oe cry cs prior to (5) 2 x 12 (5) 2 x 1� — _ 6 7rolrg any work � � � 7 T � F.J. = FLOOR JOIST 6 These drawirgs ore the recessed area I ry G.J. = CEILING J015T cetalo ail rLu f Jotormmon Guneo Existing Collar Eleam p cket L — J / Por door O G.T. = COLLAR TIES Boom pocket / / lfl BD. = BOARD statutory and other Existing beam and columns GYP. = 5HEETROGK reserved rlghts, including — —_—_—O—_—_—_---_g--------- -------_ ttl F.S. = Fl5ER6LA55 the copyright therein. 1/� 5'-0" x 12" Thicken slab to 0 victor Guneo bear no concrete Footing with for fireplace R.R. = ROOF RAFTERS responsronlcy =or their 4" dire steal column p MIN. - MINIMUM V.B. = VAPOR BARRIER -he Aprvzep ase NOTE: VarlPy axlsting floor height and 4" Concrete slab with 6 x 6 10/10 ww / `he �rchltecc shall nuc have adjus naw foundation to match on 6 mll vapor barrier and / R = RISER control or charge o and o- � O PLY. = PLYWOOD shall not be responsible rr-or ''� 4" tom acted porous PIII EX. = EXISTING new floor Ini with the existing O 0 r\ P P It / construcclon means, Floor h t. — — ' / methods, techniques, x ° Q / seaLuencoo or procedures, or safety preoautlore and Attach new foundation t0 % r programs ,n connection with 0 the work, for cne acs or existing with 05 re bar ® I I 12" o.e. vertical. 1q,_0,� p 111'_4" omissions , the contractor, subcontractors (Typical a aa. eanneetlOn) 0 or any other persons - - - - -- - - --- - - - - - - - -- - � / I performing any of the rt or' J / p recessed area Por / or for the (allure of any of _ _—_—_---_— / � o garage door .hem to carry out the work — -- — — — — — — — _- -- - — - piers - - L - N � 2 X 5 Ledger board with 3/5" did. bolts -� Ledger bd. m accordance wen the staggered at 6" O.G. % I contract aocumers 2" do. cone, lers _ _ _ _ _ __ _ _ __ _ __ _ _ _ _ - -- j. vo5'-0" grade -- - - - - - - - - - -- - - - -- -- - - - - (2) 2 x 8 (2J 2 x 8 Sim °m (2) 2 x 8 b(e2) 2 x 8 I loo.00' -- —F�---- -_ ---- _ L----=—_—_ PLUMBER CE TIFlCATION ---- m __ r--- --= r^-------- ONLEAD CON ENT BEFORE Line of arch above CERTIFICATED OCCUPANCY -------- --- nd of steps above SOLDER l IN WATER SUPPLYSYST-M CANNOT EXCEED 2/10 OF I% LEAD. No. Revlsion/Issue Data Igl_011 20_a, License J PLUMBING ' FOUNDATION PLAN y g g ALL PLUMBIN WASTE O NOTE: Varlet axlstin Floor height and SWA7ER LIN SNEED �. °s adyus new foundation to match h TESTING BEFORE COVERING 9 O J. 1/4" = I'-O" new floor hgt. with the axlsting O I ' floor h t. 0 q a ALL CON ' ucrl�u 5 -!LL u� n I .oLo - MEET THE R Oul^.uw.I, ; OF THE "` CODES OF NEW YORK STATE. Ridge Vent Area of naw additions Match axlsting roof slope Roof Const CERTI ICATION OF Firm Name and Address F.G. Asphalt Shingles r Porch Roof Gorst. RooPing Falt NAILING E C IRL -J. IONS a'-6" ii �- / °� SHE u1r, u. VICTOR CUNEO F.G. Asphalt Shingles 1/2" Plywood Roofing Felt I/2" Plywood 12 2 x 8 r.r. a lb" O.C. U; ARCHITECT P.C. 1/ x 6 ,iV4 alb" O.G. t 5 2 x 4 collar ties a 48 O.G. 2 x 6 ad. a 16" o.c. �— 2 x a ad. a 16" O.G. +- 2 ANCY OR Vin soffit R25GF.6BBatt Insul. / USE,I UNLAWFUL 154 LAUREL ROAD Vinyl Gyp. j / EAST NORTHPORT, NY 11731 12 Kneawall to pcI 2 x 6 strongback Naw front porch i% WITH UT CERTIFICA E (631)261-2744 roof rafters down center ran OF OC CUPANCY soffit Vant APPRON ED AS NOTEDOODZONE� Wall Const. - 0 7. BP x 3p6 9 OMPLY WITH CHAPTER '46' pi Match new siding with existing DATE: p LOO,D DAMAGE PREVENTION Cn 6 Famll4 rm. Master Bedroom = House wrap 0 FEE: Ll v BY: OUTHOLD TOWN CODE. I/2" Plywood m NOTIFY BUILDI G DEPARTMENT AT ' m 2 x 4 studs 16" O.G. ' 7155.1802 SAM TO 4 PM FOR THE - R-IS F.G. Batt Insul. Floor <_.on5t o Vapor Barrier FOLLOWING O PECTKINS: Project Name and Address 3/4" Plywood Glued 1. poi- TWO REQUIRED FOR R-19 F.6. Batt Insul. 1/2' Gyp. 5d. 2, ROUGH U FE AMNGCBEPLUMBING 2 x o.c. 3. INSULATION 4" Goncrata or cont. block facing loo.00' 4. FI - STRUCTC.ION MUST MANGIAMELE i J: where height of foundation wall Is 4" ALL CONSTRUCTION RSHALL MEET TH Br1d99ing Brld99ln or less above grade. REQUIREMENTS OFTHECODESOFNE EF RESIDENCE at mlds an at mlds an YORK STATE. NOT RESPON518LE FO P Treated 5111 plata, 5111 seal, termite shield, 5/a" anchor bolts 12" from sill ends and DESIGN OR CONSRUCTION ERRORS m E L J µ 6'-0" O.C. UNDERWRITERS CERTIFICATE Gallar J a" concrete wall on 0 1'-4" x b" footing with AE UIR D (2) # 5 re bar cont. 517E PLAN MANGIMELE RES D NGE Project Sheet DomproofIng Typical 5CALE 1/16" 155 6TH 57REET Align top oP footing wlth _ a RETAIN STORM WATER RU FlO �, Data I bottom of existing footing TOWN nn LAUREL, NY PURSUATo C CTIONA6^i DQ UV OF THE TOWN CODE, 9 / 9 J 04 L - - J Scale 5EC71ON 1/4" = 1'-0" cklo AI 40'-0" General Notes I. All eonstreetlon shall be performed In a workman like manner 2. All work shall conform to national, state, and local 1 (2) 3 46 2C210 codes and authorities ` - having Jurisdiction Remove rear ntr of o - 5. All unnoted or non-vslble above y (2) 2 x IQ ,_0.. 2 x 5tr 17'-10' WI•G• i0 ! easements are the i N responsiblllry of the owner `Q 15'-6" " 6'-O" 4" T-b" /Fbtlder15 he contractors r---- m p ath p dl responslblllty to keep a set 3046 6'-O" slider 1 Master Bedroom ry Mud rm. 0 of these plans on site at all 5'-5 ceiling Height 5 It is the contractors responslblllty to fomlllorize (2) 2 X 10 (2) 2 X 11 N O y. himself with a, aspects of ' q L u 2'-b" (0 2'-6 these documents prior to OO H O O © 1 beginning any work _ J = 6. These drawings are the 1 X X % attic property of •/later Guneo N ® N ® Storage retain all common law, Existing Bedroom Glos. E.I. Klt I�en c cc s , Q g m N; al statutory and other s O L 2' 6 i reserved rights, including the copyright therein. 1 0 Victor Guneo bear no 9 p U 2=5 responsibility for their Rld B 2 x 10 o O _ _ ____ _________ ___ unauthorized use, N V G_ label The Architect shall not have C-----_--- C=== x self closing dr. p control or charge of and i N shall not be responsible for _--� —_-- --____ Removechimney ® o { P Exlstln Rld e 6 u Q ttl construction means, --- --g---------- E NOTE: 0 o m 0 O , = r0 = methods, cechnlopes, \ f _ `0 , 5/5 Type x gpp bd. X =p X seaLuences, or procedures, X ® on Walls and selling N or safety precautions and One' _______________ On tap OPOFOUsO roof _- __ __________ N ®_ N ®___ t_______ __ codntractoo frtonnectlon v.lth Lire of P 9rch --� the acts or hz Subcontractors Famlly rm. ' p `_1 ` A or any other persons Dlnlncl rm. n } p/ performing any of the workS'-8 Gelling Height VI, 8 or for the failure of any of k0� C7 � them to carry out the work JQ� m � of Iq'-O° 201-0" �/ 9j/ r \C� % \ In accordance wit the 2 % $ r.r. 2 Gam— e 7 x 8 r.r. \\ controcc documents, Existing Bedro m Match T.O. Window heigght \ ---m with) Vining rm. wlndorieight (2) 2 x 12 (3) 2 x 10 flush for rig jjet —— —�— (3) 3046 (3) 3049, 2 x 10 c.l. Y-O" 8'-T' 2'-I" q 5° ® Ib" o.c. l Covered Por (2) 2 x 12 (2) 2 x I � cc ; -__ - _-__ X x — _ _ �(2) 30461 _ (2) 2 x 12 -_-__ (2) 2 x 12 N ® ry ® (2) 2 x 12 ___- b'-O" x 7'-O" O.H. barage dr. No. Revlslon/issue Date Llcens 121_q" 5'-101' 11._3.. 111_31: - 0'-4" 10'-4" Iq'_O" 201_5" ar-rtK�< E I RST FLOOR PLAN Firm Name and Address I/4" = I'-O" RESckeck Compliance Certificate 529 S.F. NEW LIVING SPACE I l) �y New York State Energy Conservation Construction Code REScheck Software Version 3.6 Release 1 VICTOR CUNEO 157.5 S.F. NEW FRONT PORCH Data filename: C:\Program Files\Cheek\RESchock\MANGIMELE.rck 400 S.F. NEW 6ARA&E ARCHITECT P.C. PROJECT TITLE: MANGIAMELEI RESIDENCE COUNTY: Suffolk 154 LAUREL ROAD STATE: New York EAST NORTHPORT,NY 11731 Q 4" VENT THROUGH ROOF HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family (631)261-2744 2" HEATING TYPE: Non-Electric r-------I----1 WINDOW/WALL RATIO: 0.06 11/2° 2u 151, 1 Note: All water pipes shall be DATE: 09/17/04 1 j 1 1/2" copper with solder ws per DAT$OF PLANS: 9/ 16/04 I NYGRR Part qO5 Lav I All plumbing shall be In conformance to COMPLIANCE: Passes 1 I to New York State and Local Godes. Maximum UA= 188 hove yyG, Your Home UA= 163 Pro ect Name and Address 13.3%Better Than Code(UA) j Groes Glazing Area or Cavity Cont. or Door 211 3 Perimeter R-ValueR Value U-Factor 4.. M,4N6I AMELE To existing system Ceiling 1: Flat Ceiling or Scissor Truss 829 30.0 0.0 Wall 1: Wood Frame, 16" o.c. 976 13.0 0.0 RE�J- DENGE Window 1: Wood Frame:Double Pame with Law-E 63 0.280 Door 1: Solid 18 0.200 Floor 1: All-Wood Joist/ ruse:Over Unconditioned Space 829 19.0 0.0 RISER DIASR,4M COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and otlher calculations submitted with this permit application. The proposed systems have been designed to meet tthe New York State Energy Conservation Construction Code Project Sheet requirements. When a Registered Design Professional has stamned and signed this page,they are attesting that to the beet ofhis/her knowledge, belief,and professional judgment, such plane or specifications are in compliance with this Code. Date /� 9 / 9 / 04 L/J Scale 1/4" = I'-O" LtO Al Remove ohlmney lr�l O Match existing roof slope Line of exist. roof -- Rldge Vant N General Notes I I �L I F.G. Asphalt 5hinglas I All construction shall be 1 Line of porch roof 12 pe,formed in a rior�mon I,ke on top of house roof t 5 manner ® 2 All work shall -n co I national, state, andd localocal 100 10 F.G. Asphalt shingles codes and authorities iiii he iing jurlsdlctlan 5. All unnoted or non-iisldle easements are the responsibdity of the owner Match new siding with existing bnlaer. ❑ ❑ 4, It Is the contractors .T11RTR responslblllty to keep a set � � EM� of these plans an site at all times. 5. It Is the cortroctors a� responslblllty to fpmlllari_e himself with al aspects of T.O. Exist. First Fir. those documents nor to I f- be Innin any work - - - - - -- -- - - - - - - - T.O. New Addition Fir. 6, These drawings are the property of /lo Guneo retain all common l law, statutory and other reser✓ed rlghts, Inclualne J the copyright r �, /actor uneo boar no responslblllty For their uno✓chorized use. FRONT ELEVATION 51ding lines Indicate the extent of added The ArcriLoct shall not hoie construction but not the extent of work ragylred control or charge of and 1'-0" to complete projectp shall not be res ons,o e For construction means, methods, technlgyes, sea�uences, ar procedures or safety precautions and programs In connection with the work, for the cots or omissions of the contractor, subcontractors Ltlon or any other persons Al Remove chimney performing any of the wore. or For the failure of any of them to carry out the work r--, in accordance with the Rldga Vant Line of exist. roof contract documents I 1 I � I I I I I I F.G. Asphalt Shingles I I Remove rear entry roof I I ` I I h ® No. Ravlelon/Issue Data as ® ® ® License Match naw s ding with exlstln T� 0 T.O. Exist. First Fir. 1 �0 — Existing ,' - - - — T.O. New Addition Flr.� —M— iii- - -- - - -- - - - ,1 9 �4 +i L REAR ELEVATION Firm Name and Address 1/4" = 1'-0" VICTOR CUNEO ARCHITECT P.C. 154 LAUREL ROAD EAST NORTHPORT,NY 11731 Vent (631)261-2744 Project Name and Address I ❑❑ MANG I AMELE RESIDENCE o Match naw slding with existing -- - - - - - - - - -- - - --- - - - - - - - - - - - - - - - - - T.O. Exist. First Flr. T.O. Naw Addition Flr. Protect Sheet Date LEFT SIDE ELEVATION RIGHT SIDE ELEVATION Scale Stale 1. Block exterior all walls at half story heights and at unsupported edges of exterior Notes and Specifications sheathing -1/4" 20 age rldca strap 2. Provide cross bracing at joists, etude, and rafters when spans exceed 8'-O' with Min. (4) 8d Halts each end It is the contractor's responsibility to keep this construction document on site at all times. It is 3. Top plates to be doubled and lapped at corners. of strap Or alternate collar also the contractor's responeibility to read all notes, specification and be familiarized with the 4. Apply all conditions addressed in fastening schedule as necessary. tie below plane prior to work. 5. Provide all nailing and strapping as per the drawings and as required by codes. 6. At 'wet wall' parallel to joists frame double joist as per code. Generally, separate double 6eneral, joist the thickness of wall above. Sub floor shall never exceed a 16' span. 1. No work to start until approved plans are obtained from the building department. T At rough openings provide all applicable nailing and strapping. General Notes Alternate collar tie 2. All construction shall be performed in a workman like manner. All dimensions, conditions I. All construction snail be Al Alctor.IOd common Halls each end and applicable information of existing site shall be field verified by general contraGlazing, windows and doors: performed In a workman like 5. All work shall conform to national, state, and local codes and all authorities having 1. All glass to be insulated lout Unless otherwise specified. manner jurisdiction. 2. Glass doors and windows shall not be installed until proper clearances and provided. 2 All work shall confarnri to 4. All unnoted or non-visible easements are the responsibility of the oumer/builder. 3. All sliding glass doors, skylights, and any glass unit installed within 18' of finished floor shall national, state, and local NOTE: Align roof rafters wlth 5, Any omissions or discrepancies of plane and/or job conditions shall be cla•ifled with the be of insulated tempered goes unless otherwise noted. codes aria authorities no ling Jurlsdmdon studs. architect/engineer before proceeding with the work 4. All glass units shall be installed In strict accordance with manufacturer's specifications. 5 4,11 unrated or non-iisroie 6. No deviations or changes to the structural system shall be made unless approved by the 5. All windows to be caulked and sealed or, per New York State energy conservation code. easements are the --------------- - architect/engineer. 6. Provide flashing pans under all sliding glass doors, windowl or any other type of glass unit responsibuity of the owner -------------------- - T. contractor to verify dimensions of foundation with floor plans before the start of framing. when within 6' of an exterior surfa4e. % blinder. ------------------------------------------ Nall rafter and cl dist to top plate with 8. Dry wells to be installed as required by state and local codes T. All exterior doors are to be weathered stripped and provide all screens and hardware -4, it is the contractors (5) ad molls per a er / GJ. toe palled to top plate. R Do not scale drawings, written dimensions take precedence necessary for proper function of such units. responsibility to keep a set Collor ties Installed in upper 10. Builders are responsible for all inspections, approvals, certificates, cert. of occupancy or 8. All glass 15 to be free of scratches and imperfections. Glass should be guaranteed by the of these pians or` site at all third between bearing point - 1-1/4" 20 gage strap each r.r. to completion and U.L. approval. manufacturer for a period of 5 years. times. and ridge wall with (5) 8d nalls each and of strap 11. This get of drawings is the property of Victor Cuneo, Architect. Cl. All windowe to be Andersen unless otherwise noted. If contractor is to substitute with 5, It Is the contactors 12. The contractor shall obtain all Inspections necessary for a certificate of occupancy. another window manufacturer it is the responsibility of the contractor to verify that the himself it icy co poct5 �_e _ 15. The contractor shall keep premises reasonably clean at all times. At the completion of characteristics of the window match the characteristics of the Andersen window specified. these self with o aspacts of work, the contractor shall remove all rubbish, waste materials, tools, etc., clean lass and The characteristics are as follows, but not limited to: Design pressure, rough opening, u- these dec�mencs prior to g 9 9 G6 beglnrJng any work leave work floor clean. factor, light area, vent area, and agrees requirements. 6, These drowinge are the 14. The contractor shall carry workmon'S compensation and general liability insurance. All shall property of actor Gureo comply with state and local codes and ordinances. Gypsum wallboard: retain all common Ion, NOTE: All strapping shall be 1 1/4" x 20 gage 15. The contractor should fully guarantee his work and the work of the sub-contractors for a 1. Gypsum wall board systems shall be of a tape joint and joint compound method. statutory and other "Simpson" G520 or eRivolal period Of at least one year after completion of project. 2. All gypsum board shall be )9' on walls and ceiling, unless otherwise noted. water resistant reserved rahts, including All strapping Ot 16" O.C.- 16. The contractor shall indemnify and hold harmless the owner, architect/engineer and their (AR,) at bathrooms and where deemed applicable. the copyrigint therein agents and employees from and against all elaimo, damages, loses and expenses, including 3. 5/5% one hour rated, type 'x' gypsum board on ceiling and walls (where applicable) at heat actor c"neo boar no attorney's fees arising out of or resulting from the performance of the work provided that producing equipment to extend three feet In each direction beyond the unit(e). Also at responsibility for their any such claim, damage, loss or expense (A) is attributable to bodily injury, sickness, heat producing equipment, concrete floor or if placed on wood frame, install concrete unauthorized se, disease or death or to Injury to or destruction of tangible property (other than the work panels of 5/8' thickness minimum. The Architect shah not ho ie j � g p pe y p controi or charge of aria itself including the loss or use resulting there from). (B) is caused in whole or in part by 4. Finish joints,j-beads, nail dimples, corners, and edges shall be taped and receive three snail not be rasponsible for any negligent act of omission of the contractor, any subcohtrartor, anyone directly or coats of joint compound. Allow 24 hours to dry between coats. Final coat to be sanded construction mean= indirectly employed by any of them, or anyone for whose acts any of them may be liable smooth. methods tecnria�es regardless of whether or not is caused in part by a party indemnified hereunder. 5. Metal corner bead to be used on all outside corners and around all openings. sequences or procedures, 11. All materials, assemblies, and method of construction including but not limited to form- 6. Fasten gypsum board as per fastening schedule. or soPety precautions and work, block-work, framing, nailing, placing of concrete, etc. are to be carefully supervised programs in connection w¢h / by the contractor to be sure they are in accordance with the drawings, specifications, Asphalt roofing shingles: the workfor the acts or , applicable codes and good practice. Deviations from the drawings and specifications will 1. All sloped roofing ehingles shall be GAF-class-a asphalt roofing shingles or approved omissions t��e contractor,,, not be permitted without written authorization of the architect/engineer. equal. or any other persons unless otherwise drawings needed shop for an ibl ll b shell response y p , ersons ersonoctors Shingles shall be applied over 15► building felt. Unless other noted. Also apply GAF- 2. 1-1/4" 20 gogqe, strap attach 18, The contractor sweather-wrdtch ice and water barrier 2 feet from eaves, valleys, and flashing. performing any Of the work, With (5) 8d nails each end of strap specified. All dimensions and conditions pertaining are to be field verified. or for the failure o' any of Simpson LPT4 late 6" d.G. from 19. contractor to remove and relocate as required all existing work which interferes with new 5. Provide flashing necessary for water tight and weatherproof construction. them to carry o,t the work 51m p p construction in a workman like manner 4. Roofing is to be applied in strict accordance with manufacturers specifications in accordance with the bard joist to 5111 plate 20.A11 materials are to be installed as per manufacturer's specifications, unless noted 5. Nailing of roofing shall be to code. contract documeres, otherwise. Site work: CGA sl on Metal termite shield 1. Stakeout is too be performed by a licensed surveyor, or by qualified sub-contractor, 2. Verify all given data on drawings. If there is a discrepancy, receive clarification form al seal sill V architect/engineer prior to proceeding. 5/6" Dlo. anchor bolts 6'-0" O.G. 5. Excavate and back fill for work indicated on drawings. Stockpile topsoil obtained from 12" From sill ends, Min. R" Inbedment Foundatlon Concrete and Masonry stripping driveway and building site. Stockpile all excavated materials. Dearing plate washer with each 1. contractors to verify all dimensions of existing foundation as it applies to the new work 4. New and existing back fill material is to be free of weeds, tree roots, rocks, and debris. anchor bolt. being performed and shall coordinate the sub-contractors in such a manner to assure that All surplus material that is unsuitable for back fill material shall be removed from eite. the conditions of the first and second floors are taken into account. 2. All footings to bear on firm, virgin, undisturbed sell 3, Soil to have min. bearing capacity of (1) ton/sq. ft. No. Revision/Issue Date 4. Footings to rest a min. c' 5'-0' below grade, unless otherwise noted. Minimurin Uniform) Distributed 5asl n Loads 5. Mile to be poured concrate of size shown on drawings. g I I,�I ^ ^ i7 C /� 6. No back fill shall be placf:d against foundation walls until is' tier of framing is in place. =5E: YP AL_ 1, `I1�LL 57RI"�Pl � N6 I-'E7A' L 5 Footings to poured mcone.retePOCkel of size shown on drawings. Use Live 0 Load Dead Load license 8. All openings for beam pockets, utilities, etc. to be filled solid with concrete. Exterior 0alconfes 60 PDF 15 PDF 9. Anchor bolts shall be in accordance with page foundation plan and details. Decks 40 P5F 15 P5F SECTION 5 - AFPA WOOD FRAME GONSTRUGTIDN MANUAL 10. All concrete to have an ultimate compressive strength at 28 days of 3,000 P.5.1. Attlas without storage 11. Concrete slabs to rest on min. of b" fine gravel or sand with 6 mil. Polyethylene vaporI below 3 itch) 10 PDF 15 PDF barrier under occupied space. Attics with storage o 12. Flash all joints where slab abuts framing. 20 PDF 15 P5F NAILING SCHEDULE 15. Brick veneer to be anchored with (1) wall tie per (5) aq. ft. (Roof above 3 pitch) - 14. Flash joint at brick ledge and provide weep holey. Max 4'-0' O.G. to direct any Rooms other than Slee in 40 Fi 15 P5F NUMBER OF NAILS NAIL 5PAGIN6 condensation to the exterior. 51e in Rooms 30 P5F 15 PDF JOINT DESCRIPTION 15. Apply (1) coat of tar based waterproofing to exterior of found from footing to 2' above Stars 40 PDF 15 P5F er 01»''dye Ilii FRAMING , ,",�. finish grade. 6uardralls and Nandralls 200P5P 15 PDF 4 - 8d common per joist an•nr.. Refter to top plate (toe Hall) 16. No concrete or masonry work is to be performed in temperatures of 40•F and falling, 12 PDF For attic ceiling joist to top plate ( toe nall) 4 - 6d common Per joist unless approved by architect/engineer. No concrete shall be placed on frozen surfaces. Roof loading ° t'SF 15 PSP for cathedral cl Gelling joist Co parallel Rafter (face nailed) 4 - led common Each lap 1T. No additive5 shall be placed in concrete unless specified by architect/engineer. Gelling joist laps over per (face nal 4 - 16d common Each lap 18. Provide bituminous joints between slabs and foundation uxall5 and uNiere ever applicable. Firm Name and Address collar tie to Rafter (faced nailed) 5 - 1od Common Eech connection 19. Unless otherwise indicated, all foundation footings are to be a min. 1o' deep projecting 6" Blocking to rafter (toe nalled) 2 - 6d Each end on each aide of the foundation wall. Provide two #4 deformed bars continuous in the Rim board to Rafter (end nalled) 2 16d Each end footing. All 4' thick concrete slabs to have 6 x 6 10/10 welded wire reinforcing WINDOW PANEL5 VICTOR C ES yVAI l ';FRAMING InewlatlOn: WIND BORNE DEBRIS PROTECTION FASTENING Si ARCHITECT P.C. 2 16d per foot 1. All exterior walls and roofs shall be insulated with foil faced fberglass batt insulation by FOR WOOD STRwrTwRAL PANELS Top to Top plate (face nalled) john Manville or approved equal foil in be placed toward warm side. FASTENER rrnE PANEL SPAN <e 4 FOOT 4' <PANEL 51-AN >=6' 6'<PANEL 51-AN <- V Top plates at Inte rsectlons (face nalleQ) 4 16d per olntieech sloe 154 LAUREL ROAD Stud t0 5tud (face nalleQ) 2 -led 24" O.C. - Generally, unless noted otherwise, insulate as follow: 2-1/21, 06 16° 12° q" 16Q 16" o.d. along edges 9" R30 for flat ceilings Wood screws EAST NORTHPORT, NY 11731 Header to Header (face nalled) - 825' 11 for vaulted and cathedral ceilings (631)261-2744 Top or Bottom Plate to Stud (end nalleQ) 2- 16d per 2 x 4 stud - 5.5' R-15 for 2'x4' wall construction + r 16 15 i2 3 - led per 2 x 5 stud - 5.25' R-21 for 2'x6' wall construction Wood screws 4 led per 2 x 8 stud - 5.25' R-21 for floors Notes. IJ Based on 120 mph wind speed Bottom plate to FIrJii 5andj9t Endj5t or Bilking (fare roll) 2 16per er feet 2) Fasteners shall es installed at opposing ends of wood structural panel carpentry: 5) Nails shall be ad common or 12d box nails. FLQ �RA111MG ,i," 1. All lumber shall be Douglas fir larch >r2 and better (Fb c 875) unless otherwise noted. 4) Where screws are attached to masonry or masonry / stucco, 2. All lumber in crawl spaces to be 1$' above scratch coat. Maintain 8' min. foundation they shall be attached utilizing vibratlon - resistant anchors having a minimum ultimate rger 11.5jE YQer (toe nalled) 4 - 6d ^ per joist exposure. withdrawal capoi of 4qo pounds. j ) 2 - 8d each end 3. Sills to be .4 GGA and securely flashed with a termite shield. Also provide sill o d) 2 - 8d each end sealingulation. Size of aill to be (2) 2' x 6' unless (1) 2' x 6' is necessary to match flooro (toe nalled) 5 - fad each block heights with the existing structure. n Project Name and Address ip to beam (face nalled) 5 - lad each Joist 4. At flush framing use 16 gage metal joists hangers by 'Taco' or equal / 516e, edger a Beem (toe nalleQ) 5 - 8d per Jolet 5. Minimum, double headers and trimmers around all openings in floors, roofs, and walls.3 - d per joist 6. Double all joists under parallel partitions, posts, and bath tube. Bang oto oust ( end railed) per foot T. All beams, girders, etc, to have min. of 5 ' bearing MANGJAMELE j 2 16d p Bend joist to sill or top plate ( Coe nalled) 8. Min. header to be (2) 2' x 10' unless otherwise noted. ROUP;I,'SHEATi I;ING9. All wood gills and wood in contact with masonry/concrete to be .4 cea treated. RES DENGE ` : '' 10, All exterior sheathing shall be nailed as per fastening schedule. Generally, sheathing is of Edge / 12" Field K' thickness on walls and roof and 15 OF cdx grade, unless otherwise noted. See floor plans Structural panels Interior zone 8d 6 Structural panels perimeter edge zone 8d 6 Edge / 6 Field for additional nailing or different nailing requirements when applicable. F7 ICEILING SHEATHING ` 11. Sub flooring, generally, to be of 94 inch thickneas and of cdx grade nailing as per fastening 5Q coolers T Edge / 10 Field schedule and glued. Gypsum wallboard 12. Exterior sheathing to be covered with 'tyvek' house wrap or approved equal. WALL'SHFLATHIN(a ` i CLIMATIC AND 6E0GR.AIFi DE5i CRITERIA Project she Structural Panels 4' Edge zone 8d 6 Edge / 12 rela 5tructu nal panels Interior Zone 8d b" Edge / 12" Field GrOUnd 5ni Mind 5215mic Des lgn Weathering Frost fvinter Design 5d rOOIENe T Edge / 10 Field Lpad 5 eed Gate Or depth Termite Mail Tem Data Gypsum wallboard Moderate -1 / -1 / 04 FLOG 9MTHINCa _ 511 ht to A4 eQ 6 Edge / 12 Field a 45 PSP ��✓ MPH yd�GO.O severe 3'-O" to d 11 Degrees scale Structural Panels 1 or less \., Heav Moderate /4�� _ p_p^ 51;rctural panels greater than 1" 10d 6 EQge / 6 Fle1Q 1. GORE: Structure shall be designed and built according to the AF4PA WFGM ( Mood Frame Gonetruction Manual for One and TWO Family Dwellings)