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HomeMy WebLinkAbout28045-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-28873 Date: 09/19/02 THIS CERTIFIES that the building ADDITION Location of Property: 4075 BREAKWATER RD MATTITUCK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 106 Block 3 Lot 7 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JANUARY 24, 2002 pursuant to which Building Permit No. 28045-Z dated JANUARY 28, 2002 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 SECOND STORY ADDITION TO EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR The certificate is issued to SOTIRIOS KASSAPIDIS (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 61759 07/10/02 PLUMBERS CERTIFICATION DATED 07/29/02 CUTCHOGUE EAST PLUMB&HEAT /,,AhLor'zed nature Rev. 1/81 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. 28045 Z Date JANUARY 28 , 2002 Permission is hereby granted to: SOTIRIOS KASSAPIDIS BEECHHURST,NY 11357 for . CONSTRUCTION OF A SECOND STORY ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 4075 BREAKWATER RD MATTITUCK County Tax Map No. 473889 Section 106 Block 0003 Lot No. 007 pursuant to application dated JANUARY 24 , 2002 and approved by the Building Inspector. Fee $ 201 . 60 w Aut rize Signature ORIGINAL Rev. 2/19/98 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$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. Copy of Certificate of Occupancy-$25.00 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial $15.00 Date. 5p- !Cf- u t. New Construction: Old o Pre-existing Building: (check one).. Location of Property: / © y1v a.,(c 44 House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. 2— 1-0�SZ Date of Permit. Applicant: ✓if Health Dept. Approval: Underwriters Approval: Planning Board Approvals Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ (�j d d QOAppli t Signature C�:�.. 2 2(� Co1?M73 AReCANC47/ Inspection Certificate Data Electrical Inspection Service, Inc. ,UoNcadon# 7/10/2002 375 Dunton Avenue 61759 East Patchogue,New York 11772 (631)2964M Issued to: Kassapldis Street: 1040 Breakwater Rd Village: Mattituck Zip:11952 Town:Southold Section: -Stock: — Lot: Introduced by.Aztec Electric (L) (cc) Uc.# 4173-E »ns AWM#wd aad farld to be /n cAYWImm w1th the A&f/hw/E/scf wel Coags AFX4 70 ❑ Commercial ❑NV Defects ❑Pool 01st Floor ❑Indoor ❑Basement ❑ Hot Tub 2 Residential ❑ Det Garage OAtdc W 2nd Floor ❑Outdoor ❑ Addition ❑Survey Switches Receptacles Fixtures GR Heaters A/C Fans 15 23 13 2 5 Dishwasher Washer/Amp Dryer/Amp Oven Range✓Amp Garbage Disposal Furnace Oil Gas Circulator Smoke Detector Bell Transformer 5 Meter Amps Phase UG/OH Telephone Television Carbon Monoxide 1 200 1 ❑ Other Equipment: Building Permit# 1-12OV2a4mp B "t- j 1-SOAmpq/CD/arnnrxct Hugo S. Surdl President Rough inspection: 4/9/2002 Inspector: Ed Scavelli Final Inspection: 7/9/2002 Inspector: Ed Scavelli This certificate must not be altered In any manner.Inspectors may be identlNed by their credentials 22 04/r Town Hall, 53095 Main Road '' P O. BOX 1179 C4 Fax (516) 765-1823 0-0 Southold, Now York 11971 ep Telephone (516) 765-1802 A OFFICE OF THE BUILDING INSPECTOR Y TOWN OF SOUTHOLD C E R T I F I C A T 1 0 N DATJE 2,1 oz Building permit No. 01/s 115 Owner; (please print) Plumber: J ' G(q&4W D BST" C vlz�vc e-445T 0 (Please print) Z IV certify that the solder used in the water Supply system AP' contains less than 2/10 of It lead. Plumbers Signature )u SUSAN J. Notary P llc St Notary Public State of New York No.4896735 Sworn to before Me this Qualified In SuffolkCotl COmmisslon Expires day Of Notary Public, Count JEFFREY T. B UTLERV P. E. 20 OVERHILL RD. SHOREHAM, NEW YORK 1 1 7B6 63 1 -B2 1 -BB50 LICENSED PROFESSIONAL ENGINEER MEMBER NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS January 25, 2002 Town of Southold Building Department Re: Kassapedis Residence East Lane, Mattituck Dear Sirs: Please note the following concerning this application: • I have inspected the septic system as it exists and found that the system meets the requirements for a 4 bedroom system according to SCDHS standards for a single family residence. Please call if you should have any additional concerns about this application. incerely, �.ae. freyT. t1er, P.E. 0/3z�J F /.. wvvcv�a 04/01/2002 15:10 6318217287 JEFF BUTLER PE c��c PAGE 02 SO J EFFREV T. B UTLER9 P.E. 20 OVERHiLL RO. SHORRHAMV NEW YORK 1 1 786 631 -821 -8860 LIOCMRZO PROFRRRIONAL CNOINR[R MCM81969 NATIONAL MCCINTY OF PROFlRRIONAL CNOINCCRR April 1, 2002 Town of SoutholdG R Building Department ' 2002 1 _ # Re: Kassapedis Residence Permit#53095 Dear Sirs: Please note the following concerning this application: • I have attached a revision to the floor plan reflecting the change in floor joists from 2x10 dimensional lumber to 117/8"TH 250 engineered floor joists. An original will follow in the mail. Please call if you should have any additional concerns about this application. � _"AA y incerely, r Butler, P.E. <<, 013A97 m w a EAST ROAp s a6"00.x.e p 92.2'3' S oco n Cp`� fb PROPOS® N N �9. SECOND STORY 4q,-6" ADDITION 34''3" t1t 3018 P r � p C J o = EXISTING ONE f[I CO STORY FRA A L trt RESIPEWE L w r ,Qw s O PROPOSED m Q NSEc4c*v FLOOR tq 17-1ADDITION N z 1\l LOJ J N 66°co OO'3O"W O n p 04 ExI5T1N5 f2DS6' 10 r SANITARY cv SYSTEM it Co m m 0 Ln u, SITE PLAN N Nt9co C14m \ 20 IO 0 20 40 60 BO 100 m GRAPHIC, SCALE I' = 20'-0" BUILDING PERMIT EXAMINER CHECK LIST DATE REVIEWED: / /x/02 DATE SUBMITTED:_/x/02 APPLICANT NAME: _6&=gqnL>As i5camlcm 1.4 SCTM# DISTRICT: 1,000 SECTION: 106 BLOCK: ZZ LOT:--:?-- carte - Pbb STREET: `4o-7s CITY: 1�cm SUBDTV. NAME: STK- S PROJECT DESCRIPTION:ZL_gTb" y�t�n o v -�, Sp , ESTIMATED PROJECT COST: �2og coo CHITECT NGINEER: ? � FAST TRACK? fs SINGLE & SEPARATE CERTIFICATION-REQUIRED? Ala, NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30, 1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83; ZONING DISTRICT: 9-4o CONFORMING? Nc, q,883 0 �f REQ. LOT SIZE: tfo1000 ACT. LOT SIZE: REQ. LOT COV. 26;/ ACT. LOT COV. REQ. FRONT 3 s PROP. FRONT ZS/ REQ SIDE ACT. SIDE-22 REQ. REAR 3 f PROP. RE WATER FRONT? DESCRIPTION: PANEL #: ,/ 3 '( FLOOD ZONE: , APPROVALS REOUIFXD SUFFOLK COUNTY HEALTH DEPT: YES or NO, (BED #): ;00TE: / /_ PERMIT#:R10- TOWN SEPTIC RECEIPT: Y or N NEW YORK STATE DEC: PRE-DEC 9/1/75 YES o O SOUTHOLD TOWN TRUSTEES: YES o TOWN ZONING BOARD APPROVAL: YES o TOWN PLAN. BOARD APPROVAL: YES or TOWN HISTORICAL PRE (SPLIA): YES NYS ENERGY: YES OR NO : EGRESS (18 H min.? 4 sq total) 4%) ( FT. x 8%) BUILDING PERMITS OPEN/EXP B -Z/ C/0 HAVE PRE CO'S : Y OR N BP -Z/C/o Z_ NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR SF SECOND FLR /OZ Z SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE COT(/O1Z SF)- (8 SF)=��SF X $rd =$ J �Q +$ /J d +$ _$ of d 4jb STATE OF NEW YORK ) ss: COUNTY OF SUFFOLK ) 2rbeing duly sworn, deposes and says: That depon nt is over the age of 18 years and resides at � 0 6✓ �.�lii� �`tGy1E.yA/h . That on the/J' day of 20(:A deponent architect/engineer, licensed-by the State of New York, hereby states-that s/he accepts full responsibility for the accompanying plans compliance with the New York State Fire Prevention and Building Code (9 NYCRR); said plans pertain to property located at SCTM# 1000- 166—08' — Ga7 1 . , street address e5Asr LAS (oK rc ' W Sworn to bemire me this a L--b-. day of hua 2oee. Notary PublicGPA- - Notary Pub c,State New Yak No.01 MUM 0ualifietl in Suffolk10, cc: Applicant M-1802 BUILDING DEPT. INSPECTION [XOUTION 1 ST [ ;:;OUGH PLBG. [ TION 2ND [ ] INSULATION G [ ] FINAL [ ] FIREPLACE & CHIMNEY RE ARKS: GLo l� , ��� t �- ���y� Gig DATE ��' INSPECTO , �52 X 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDA IST [ ] ROUGH PLBG. [ ] FO DATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: l DATE / 6 INSPE M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: :1:2 �. DATE INSPECTOR '4� 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS TION [ ] FRAMING [ FINAL [ ] FIREPLACE A CHIMNEY REMARKS: os 4z DATE V INSPECTOR 765_1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS [ ] FRAMING [ FIN [ ] FIREPLACE & CHIMNEY cl REMARKS: DATE ( INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) G s y ------------------------------------ U�- FOUNDATION(2ND) z 2Af — may �. con y ROUGH FRAMING& - ~ PLUMBING / ;2 INSULATION PER N.Y. STATE ENERGY CODE FINAL ADDITIONAL COMMENTS A O - - Z m _ � b r. y O z x y - x d b H IUW'V Ula JVUIhVLV - c"7,- V -3Cyear 15uu-Uj vrtSi(lvlll Arru 1-111UiN uti-tu BVILMNG DiEPARTIVIENT Do you have or need the fallowing;before al TOWN HALL aye ��p %y Board of Health SOUTHOLD,NY 11971 / 3 sets of Building Plans TEL: 765-1802 , Survey PERMITNO. Check Septic Fonn N.Y.S.D E.C. Trustees Examined 20 Contact:. Approved 20 > Mail to: Disapproved a/c _ Phone: z Building Inspector APPLICATION FOR BUILDING PERMIT Date /- a 20 INSTRUCTIONS a. This application MUST be conrpieteWy filled in by typewriter or in ink and submitted to the Building Inspector wi 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 adjoin;g premises or public street, areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. I.Upon approval of this application,the Buildiug Inspector•will issue a Building Pe,anit to the applicant. Sup ch a er shall be kept on the premises avertable 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 Occu] is issued by the Building Inspector, APPLICATION IS BMMY MADE to the Bnildmg Department for the issuance of a Building Permit pursuant to ti Building Zone Ordinance of the Town of Southold,SufUk County,New York,and other applicable Laws, Ordinances or Regulations, for the construction of build,additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code housing code,and regulations and to admit authorized inspectors.on premises and is building for necessary-inspections. ( : of applicant or name,if a corporation) (Iv l address of applicant) State whether applicant is.owner, lessee;agent, architoot, engineer,general contractor, electrician,plumber or.builde Name of owner of premises 7i'� (as on the tax roll or latest deed) If applicant is a corporation, signature of duly au#horized officer (Name and title of corporate o;-aTc ) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land/o$which proposed work will be done: /.U/LtGS - � I r �✓�f�' /�c�'• �f.1�1�iG f �ty // �1� L House Number ,Street Hamlet County Tax.N4 N 1000 sermon f o Block . 3. Lot o 7 Subdivision �id p/. �,c%/ -'�'i r� Fled Map No. jot (Name) 2: State existing Use mid;occapaney of prem and intended-we ICY of proposed cos>sftuetion: a. Existing use and occupancy b. Intended use and occupancy -4%^C'A 3. Nature of work.(check which applicable):New Bw7ding Addition ---2' Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost od O, Ooo Fee (to be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6- If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures,if any.Front . S 3 I �r Rear S` Depth `f y Height Number of Stories Dimensions of same structure with alterations or additlons: Front' _S3 ' / Rear 53 Depth may- Hdight Number of Stories _ 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth s " 10. Date of Purchase - Name of Former Owner 11. Zone or use district in'which premises are situated 12. Does proposed construction violate any zoning law,ordinance or regulation: 13. Will lot be re-graded , WM excess fill be removed.from premises: YES NO 14. Names of Owner of premises Address Phone No. Name.of Architect Address Phone No Name of Contractor Address Phone No: 15. Is this property within'100 feet of a tidal wetland? *YES ' NO �— • IF YES, SOU"'D TOWN TRUSTEES PERMTTS MAY BE REQUIRED 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at anypoint on property is at 10 feet or below;must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) being duly sw mn,deposes and says that(s)he is the applicant (Name of indivi signing contract)above named, ;S)$e is the , ..v....uL.Lvl,L1gG1Lt, Corporate >f said owner or owners, and is duly authorized to perform or have ed/ hat all statements contained in this application are true to the best of the said work and to make and Me this application . ledge >erformed in the inanner set forth in the application filed therewith. aid belie and that the work will be worn to before me day of . 20 o Notary p,,},i, HELEN-E�T5WRNE ofApplicxai Notary Public,State of New Ydrk No.4951364 oualified in Suffolk CourdY Commission Expires M8Y 22, 0 d WEB HOLES 1.Except for cutting to length,never cut,drill,or notch I-joist flanges. TABLE 3 2.Holes may be located vertically anywhere in the web.Wherever possible,center holes in the MINIMUM DISTANCE FROM FACE OF ALL JOIST SUPPORTS TO CENTER OF HOLE-Single or Multi-Span web and always leave at least 1/8"of web at the to and bottom of The hole. y p Minimum Distance from Inside Face of Any Support to Center of Hole(ft-in.) Span 3.The sides of square holes shall not exceed three-fourths of the maximum round hole Adjust- diameter permitted at that location.Do not over-cut the sides of square holes. Joist Joist Round Hole Diameter(in.) ment 4.Where more than one hole is necessary,the distance between hole edges must be more Depth Designation 2 3 4 5 b 6-1/4 7 8 8-5/8 9 10 10-3/4 11 12 12.3/4 Factor than twice the diameter of the largest round hole or twice the size of the largest square hole. PRI-20 0'-b" 1'-0" 2'-0" 3'-6' 4'4" 5-0" 11.08 In addition,each hole must comply with the requirements of Table 3. 5.Do not cut any holes in The web within a distance of d/2 from The support centerline where PRI-30 1'-0" 2'-0" 3'-0": 4'-b' S'-6" b'-0 12.5 d is the depth of The I-joist,otherwise,a 1-1/2 inch hole can be cut in the web anywhere. 9-1/2" PRI 40 i'-0" 2'-0" 3'0" 4'-0 .0 5'-6" 12.75 6.Exceptions will require that additional data be provided To the local building official. PRI-50 V,4t. 2'-6" 4'-0 5-13" 7-0' 13.42 PRI-60 2'•0" 3-0" 4'-0" 5-0 b'-b" 7-0' 14.17 How to Use Table 3: 1.Read across the top of Table 3 to the desired hole size. PRI-20 f}-b° 0'-6" Y"-0" 1'-0' 2'fY" 2'-6" 3"li 5'-0' &t T 11.08 2.Follow this column down to the row that represents The I-joist depth and designation. PRI-30 0'-6" 0'-6" 1'-0" 2'-0' 3'-0"' T-6" 4'-6" 6'-6" 71,6 12.5 This number indicates the minimum distance from the face of The support to the centerline PRI-40 04 0'-6" 1'-b" 2'-6' 3.6 4'-0" 4'4" 6-0' T-0" 14.75 of the hole. 11-7/8" PRI-50 04"' 0'-6" 1'-0" 2'-6' 4'-0° 4'-6" 5'"b" 7-0' 8'-0" 13.42 Example:Need a 5-1/2-inch hole in a 11-7/8"PRI-30 joist: PRI-60 0'4' P-6" 3'=0"': 4'-0" 5'-If 5'-6' =6 6" 8'-0' 9't)"' 16.42 From Table 3, For a 5-inch round hole,the minimum distance is 2-0". PRI-70 fl-6'' 1'-6" 3'-& 4'-6 64= 6'-6" T-i" 9'-0" 70}-�"_ 15.33 For a 6-inch round hole,the minimum distance is 3'-0". PRI-80 $i-0" 3'-b" 4'-b° b'-0' 7 tl" 7 b' $*$" 10-0" 1 l'-0" 18.17 Therefore the minimum distance for the 5-1/2-inch round hole is 2-6". PRI 40 O'�6°% 1'-0" I'+0°' 3'-0 AW! 41-0" 4? 5'-6' i4P" b'-b" $rb �: 9'-6" 16.33 PRI-50 0.61'� 0'-6" 1'-¢1 1'-0' 1`Q ' 1-6' rr 4'-6" �6'0"` 6'-b" E b lo'-O.' 13.42 14" PRI-60 0-60'' P-0" 1'-0" 1'-6' 3=0"'. 3'-6' *,6" 6-0' 7'50"" T-6" 9'.0! 10-6" 16.42 PRI 70 04' 0'-6" 1'-0": 1'-0' 2'W T-0" 6-0" 0" 8'-0' Yq-0"' 11'-6" 15.33 PRI-80 0-6 2'-0" 3i-0" 4'-6' ' +'; 61-011 `T 3" V-6' -- -6°' 10,4''tV48.'13-0' 19.92 PRI-40 r#''s 0'-6" .t 0" 1'-0 2 2 0 3 4'-0' 4'!i" 5'-0' b'-(} : T-0" T-f#°i 9'-0" 16.42 FIGURE 3 PRI-50 i� 6 0'-6" -1-0 " I,_0- Y,3' 1'-6" Y,kt#, 1'-6' '4 2'-6' Q;` 6 6 0" 8-6" # 13.42 APA PRI JOIST FIELD-CUT HOLE LOCATOR 16" PRI-60 «= 0'-6" 1"0" 1'0 z ° 2 0 x 3-b" f ', 5'-0" r "v 8 06w," 10-6' Ya t 16.42 PRI-70 U' " 0'-6" w '„ 1'0 'u 1 6 3 0 .: +. ? 5'-0' "' 8'6' aEt*^,11 6 15.33 PRI 80 Q` 0'-6" 1 0" 2'0 ?6"` 4'-0" �{+ 6-6 6"..; 8'-0" 1 11 0 11'd„` IT-6 i` 0" 1992. �. r t`. r Minimum distance from face of support to The center of hole.See Table 3. Notes: I 2x diameter 1.Above tables may be used for I-joist spacing of 24 inches on center or less. of larger hole 2.Hole location distance is measured from inside face of supports to center of hole. 3.Distances in this chart are based on uniformly loaded joists that meet the span requirements in Tables 1 and 2 in this installation guide. !' 4.For continuous joists with more than one span,use the longest span to determine hole location in either span. OPTIONAL HOLE CALCULATION: Table 3 is based on the I-joists being used at their maximum span.If the 1-joists are placed at less than their full allowable span as shown in Tables 1 or 2, the maximum distance from the centerline of the hole to the face of any support(D)as given above may be reduced as follows: p�"_�-_ L-" xD SAF Where: Knockouts-see below Dnd"="d =Distance from the inside face of any support to center of hole,reduced for less-than-maximum span applications(ft). L"�"i =The actual measured span distance between the inside faces of supports(ft). .,- A knockout is NOT considered a hole,may be utilized wherever it occurs and may be ignored for purposes of calculating minimum distances between holes. SAF =Span Adjustment Factor given in Table 3. D =The maximum distance from the inside face of any support to center of hole from Table 3 above. - If LSAF is greater than 1.0,use 1.0 in the above calculation. ; 1 w � F+I � �z 1W� 4 EAST ROAD M XZU- • • � LU Q O E� ° _ d) N Q �`tr ' SaWND STORY �� t m ^vcmM ti '`. 11Z 'JOA o r m = FJMnft ONE STORY m nes►a 0131cewe 70 Q N J 7o O W T N � O -�o' Tion � �� Z O 3 M�. ,N \ �� ee/ �r�` �9y 0 I ewsnneVolQ� Z 0 SYSTEM � � w ► _ $. � Wb. Q � I <� 07343 � QWO � i ► LU FESSI P� � ► 0 c� vlw SITE FLAN �� < U- BASED ON SURVEY BY: v 20 10 0 20 40 60 8>0 100 \ C-PRAPHIC SCALE 20'-0' WILLIAM T. HOLC7AN LAND SURVEYOR 41 SMITH STREET BABYLON, NY 11102 PHONE: (631) 321-4132 DATE: 2/4Mq ED C:) GRADE H PROPOSED FRONT ELEVATION RIGHT ELEVATION LLl X y .4 -q Lu UI ,Q J` oma 73 (a -q� ff X M ju (Y- 14- HA T RO 6NIN61_1!5 LU 2A PR,_V11O AS NOTED DATE B.RANOTA �7— M6!�16_iefa By ENGINEER: NOTIFY BUILDING 019FARTEMIRT AT iih 7GF)-1802 9 AM TO 4 PU FOR TH& Ir INSPECTIONS: r TWO REQUIRED FIEDCONCAETE 771 F71 H - FRAMING & PLUMBING M F77771 m3ULATION Q. FINAL - CONSTRUCTION MUSK A�4 BE COMPLETE FOR C.06 ALL CONSTRUCTION SMALL MEET THE REOUIREMENTS OF THE N.Y. ------ STATE CONSTRUCTION & ENERGY ==== .IINYL SIDING 1YPJ=: CODEIL' NOT RESPONSIBLE FOR EFFIR �IJTLER, P.E. DESIGN ON CONSTRUCTION ERRORS UNDERWRITERS CERTIFICATE REQUIRED P1 UMBER OCCUPANCYOR CERTIFICAT101v Z LU < 0-41/L EA D C01VrcAq,6,c.,0Rj W UJ3 --------- ------ USE is UNLAWFUL WITHOU CERTIFICAME d) T CERTIFICATE OF OCCUPAIVC ME OF 0 Z9 OCCUPANCY SOLDER USED c"CAIVIVOT IV e 11V WATER SUPPL) Sy""r- U4 E)XECD 21io Of 1%LEAD, jut Ckz v U_ GRADE If copper tubing Is used d) tD �S for water distributing m U. syscem; piping shall be PROVIDE SMOKE-DETECTING REAR ELEVATION LEFT ELEVATION of types K or L only a U ALARM DEVICES AS TO PART. 721.1 UNDERWRITERS CERTIFICATE (L 73 N.Y.S BUILDING CODE. REQUIRED PLUMBING PROVIDE ANTI-SCALD AND/OR ALL PLUMBING WASTE IFIRMAL SHOCK PREVENTING &WATER LINTS NEED V/ TESTING 81" fOVERING Alf 3 AS TO PART.902.6(K) 7 BUILDING CODE. DYN Y, rTgTA COD -Irl r , 37'9" 53'1" 7'2' 23' 10" 6'9" r LINE OF WALL ABOVE , , _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 •v 2842_7 7847-7 M(ISTING IXISTING EXISTING i F,087ING 2-7x10 HDR, 2-2x10 HDR. `rmV O� 6'0" SLIDING 13'9* 2'0'- 5101, 2-0- 12'10" 0 oar s 4i s 1 to/SNW - "` N 1 m - CLO. U lj in N U V O U ® I O O PROPOSED BEDROOM CLO. U 0 0 PROPOSED BEDROOM _r 1 131 QR POSED �9' • $iLDY BRIDGING EXISTING KITCHEN , I B'O" CLG. HGT. L� 6'O" CLG. HGT. _ c • • v BATH • m � -7�1 .5 GLC. �; •, m m , I EXISTING BATH Din N z ® x LL o„ y z ' 4" 4'3" 4• 4'8. 2'p• CLO. o !A 2'6" ,2" 2'4' V � � IXISTING GREAT ROOM 2'6" i Y6" 2'4"24 T6' 21. _ p `a 4-7X4 POST 4-2X4 P09T -iY -_ MID RIDGE ( - —� 'm BEARING WALL 2'6" > a m // 6" _ 31 3/4" X 9 U-8 -r7 FLASH HDR. N i < 2-2.0' 2.2.r. MIO RIDGE 09T UP TECO ALL FLUSHCN3GTIONB rN _ —__.___—_ __ ___ _____ — _ _ _ _ Y 7fi" 2.76' 2'6" ii O PROVIDE F.D. FaAME WALL TO R.R ` _______ c /\ PROPOSED!JINING ROOM , n" D at n W CLO. Ul -- -- - EVENT>CETO t /p N m 0 pITE �8 ryI lj U RlO U a, \O b - • i0 /BRIDGING a 6 • PROPOSED BEDROOM • �J, y! e-\p ,n d m ~ 15'0" z 8'O" CLG. PGT. Q, �/ <I L Iom J r iro Ii EXISTING 4 I m m mm X x ry X r PROPO % 4 4' _.,�) m 12' V E•F PROPOSED BEDROOM I o 10'0" ® / ww N 4-2xI0 WDR. 8'0" CLG. NGT. \ I • � 3'p^ I VERIFY 2-2X12 HDR I _T_ v 7842-2 j 5'4" 4 + 13'4" 4" 2' 3'0' ( I EXISTING J IXISTIN ` ~ L - - - - - - - - - - - - - - - - - - - - - - - -EXISTING EXISTING _ 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ iv Y 2XB R.R. • I6" O.O. 2X8 R.R. 16" O.C. 'EXISTING + v I LI _ OF WALL ABOVE 'o y _y' NOTE: CONTRACTOR TO VERIFY m Y2x10 HDR. EXISTING FRONT STOOP FOOTING ON EXISTING- FOUNDATION , PRIOR TO 1' 6" HIGH N. LU - (16" WIDE Bl' 6" NIGH MIN.: r 78422 EXISTING STEPS TO GRADE `a X LL Lu EXISTING FIRST FLOOR o 6'4" 6111, 4'0" 4'0" N Y rayl, 12'5" 5'8" 3'0" 8'D" 3'0" 5' 8' on a `p • ) 37'9" X to ` MZ to PROPOSED SECOND FLOOR LU a LIVING AREA = 1022 SQ. FT, GENERALNOTES: FOUNDATION NOTES: ' I All work shall be performed lin accordance with all slate, 1 Existing foundation, verify footings at pan meter(16"It 6" min.) W SMOKE DETECTOR on, local zoning and budding codes and ordinances 2. 16'x 18"poured concrete pieta,3000#Test --3INTERCONNECT PER CODE having jurisdiction and best standards of construction 3. Foundation wall to extend a minimum of 8"above finish grade. , practice. 4, Assumed sad bearing capacity, 2 ton per square foot,subject to inspection and verification The American Institute of Architects Conditions shall apply 5.All footings to be carried down to undisturbed soil ENGINEER: to all work performed on this project 6. No footing shall be set higher or lower than a 30 degree angle from any other footing. 2.The Contractor shall verify all cardinals at the site Any 7. Pour no concrete on frozen ground or in freezing weather. r discrepancies most be brought to the attention of die Engineer prior to commencement of construction. The Contractor shall be responsible for corrections not reported once he has started work MATERIAL NOTES: .> except far hidden jab conditions. Floor Construction. r j. Contractor shall guarantee to the Owner that all materials and 314'OSB plywood Subfloor, glued '' " �`�, > equipment incorporated in tis work will be new,and that all work 2x10 floor joists, spacing as noted will be of good quality,fico from faults and defects for a period Finish floors as per agreement of one year from the date of the final Certificne of Occupancy. i 4 The Engineer shall not be responsible for the construction means, Roof Construction: methods,techniques,sequences no procedures,or for de safety Asphalt Roof Shingles, 30 year Architectural precautions and programs in connection with the work,mid he 15#Felt Paper JEF T. BUTLER, P.E. shall not be respunsble for rhe contractors failure m carry our 1/2"COX Plywood Sheathing the work in accordance with the construction documents. The 2x10 Ridge as noted 0 Engmecr shall not be responsible for the acts or emissions by 2x8 Raaf Rafters @ 16"O C as noted O [hc coamolor No charges shall be made m the doctuncros 2x6,2x8 Ceiling Joists @ 16"O.0 O Z , and/or the building as designed without the expressed written 2x4 Collar Ties @ 32"O.0 6 consent of the Engineer. Q 5 The connector and old subcontractors shall maintain continuous Wall Construction. V O Instuancc m coverage clustatutoryg statutory policies(Workr e1x6 Fascia,wrap Compensation,etc.)and general liability in an mountain Overhang as noted O Z a LL less that$5 million and antumobile liability,and damage Vinyl Vented soffits, paint Ly to 0 in 0 coverage not less than$2 million. The Engineer shall be Aluminum gutters and leaders Q Qt � > ( a named insured on any and all polices. Vinyl siding o fi.Provide 0 025"aluminum termite shields over fibrous Tyvek Housewrate 4115 Insulation at all perimeter sills. 1/2"COX sheathing Q 1 IR. V 20 Studs @ 16" O.0 with 2x4 shoe and double 2x4 plate '� U 7 All wood in contact with co arche or masonry to be W olmamzed 1/2"Gypsum beard (n `• or pressure creosoted. 5/8"Type X in garage W F 8.A single stator smoke detector alarm device shall be metalled 112"MR in wet areas Q QQ J ' m cath bedroom,on all floors gad shall be all interconnected pa code. At least one window in each room shall comply with exit requirements Q F 9 All bathrooms without operable windows m be mechanically venfili ted fp r as per New York State Code Insulation: O d) LL 10.Heating to be designed to provide 70 degrees F.with outdoor 4" IR-13 in all exterior walls common with living areas and living areas common with garage N N o designed air-temperature of 0 degrees F and 15 MPH wind. 6' IR-19 in cathedral ceilings 11.All electrical work to be in accordance to the rules and 6" IR-19 in all flat ceilings. O 0 Q regulators of the N.Y.B.F.U.and a N.Y B F.U.cenificatc is 4" IR-11 In all exterior garage walls $' to be presented to the Owner at the completion of[he job. V z o 12 Plumbing Installation to comply with State and Local codes FRAMING NOTES' and the sewage disposal system to meet Health Departnncrd standards. 1. All headers 202 unless noted. p t 13 Do not scale drawings. Use figure dimensions out) 2. All comers are solid 0 A 14 All work to conform to the rules and regulations of the New York 3. Double lacks over 48"spans U Energy Conservation Construction Code All glazed arca to be double 4. Double joists under all parallel partitions glazed and all exterior dours to have insulated cores 5. Provide fire slopping in all walls as per N.Y S. Code ' 15.Tfhe Insulation protection as indicated on these plans exceeds 6. Rafter heel cuts shall not exceed 4'. die C'ode's mmhmmn standards 7. Where joists are notched to headers so as to reduce beam depth, use bridle irons or metal connectors. 16 "these drawings and specifications are instruments of service aid 8 All floor joists, rafters and calling beams to be Hem fir number two or better construction grade with a minimum fb= 1200 p s i PAGE :shall rcmmn the property of the Engincerwhall the project fon 8. All 2x4 and 2x6 partion walls to be Doug fir number two or better construction grade with a minimum fle= 1200 p.s., which ley me made is executed or noL They may not be used 9. All beams and girders shall have 2"bearing min on any other project except by written automation of die Engineer 2 0 1 3 ( , v , I 4" VTR r___________________________________________________________________________ ____________________________________________________________________________________T r _ i Lkv -- � N ' • ' I I6 N I i ••1^Y I LY 1 i W.G. I W:C, I I 1 TUB TSB SECOND FLOOR T u u -b : X W 3u I I I I I I I 8'7" 8'7' 8'7 ' 8'7" 8'T 8' 10" MAIN FLOOR '-' �• I • I I ,. I I I I I I I I I m 14TI14 G GIRDER (VERIFY I 1 , , _ FA I I I I G.O. G.O. TO AN APPROVED F a I J I •, SANITARY SEPTIC SYSTEM EXISTING CELLAR ' �1 Q� CAST IRON HOUSE TRAP PLUMBING RISER DIAGRAM (NTS) I I I I 1 ---------------- _ --------------------------------------- ________ ___ _____ ____-_ SUMMARY OF TOTAL THERMAL RATINGj 12'4" 25'6" IF THE TOTAL THERMAL RATING 19 ZERO (0) OR GREATER, THE PROPOSED DESIGN FOR THE BUILDING ENVELOPE COMPLIES W/ G m ' 0" a 8'0" 9.0. 810, THE ENERGY CODE. THERMAL TABLE ' ,o I A. WALL ASSEMBLY AREA U-VALUE RATING USED r� r- -� r- -� r- T }7X10 GGA GIRDER 3-4XIO CqA GIRDER 1 3-7X10 CGA GI ER Al. NET WALLS 1679 .OT Ruw v. LINE OF PORCH ABOVE L-- 4 L---I F .149 6-I �___� L___. A9. GLAZING 114 32 -17 b-I s.c m v.. I , A3. DOORS 71 '01 .5 6-1 .�-TEs,ruTe I IB" X 18" P.G. PIER W WITH k 6" GOA PORT SUBTOTAL THERMAL RATING FOR SECTION A (AI.A9.A3) .149 O B. FJOOF/CEILING ASSEMBLY -.. ro• urrs FDI FOOTING PLAN - -� ANCHOR TO PIER, TYp. BI. ROOF/CEILING 1079 .046 O b-3 1� A 57. SKYLIGHTS .49 6-3 'Q LL. , SUBTOTAL THERMAL RATING FOR SECTION B (8169) O tu z C. FLOOR ASSEMBLY Cl. FLOOR 1099 .046 O 6-3 � � N � N C9. FOUNDATION WALL 3 HURRICANE CLIP DETAIL , WALL PmIMETER O O FT ABOVE GRADE EXPOSURE O O FT / Q INSULATION DEPTH 7X10 RIDGE 84" FOOTING 0 O O 7"" COX SHEATHING mz' w PERIMETER R-VALUE 15- FELT A8PHALT ROOF SHINGLES 1 1 O C3. SLAB EDGE INSULATION O O O O ( Lu SUBTOTAL THERMAL RATING FOR SECTION O (01.02•03) O j Q I� TOTAL THERMAL RATING . 147 O.K. LI E O R.F Lu B yot ATTIC ENGINEER: 1 y a R-19 INSULATION TOP OF PLATE � r OH HURRICANE CLIPS * 4 1 z\V 1 o EACH R.R. r CONT. VENT VINYL. SOFFIT 1/7" GWB nl Y� �s (TYP.) 7X4 STUDS R-IB1NSULATION �r2 , o I/Z" GDk SHEATHING m PROPOSED BEDROOM PROPOSED BEDROOM TYVEK NOUSEWRAP \" t• '�%�' VINYL SIDING V" JEFFR BUTLER, P.E. r 1 0 TOP OF SUBFLOOR — 1/7" GWB Q TOP OF CEILING — 1{ O (] R-19 INSULATION BRIDGING MID SPAN W Q Q 1/7" CDX PLYWOOD (TYPICAL) Z U Q N j SOLID VINYL SOFFIT O W a LL Ip U) Q w S EMU 1 m EXISTING ^ $ Z EXISTING FRONT STOOP 3/4" BUBFLOOR 1,Qp ck Q i-- Lu Y TOP OF SUBFLOOR - Iii 11- J Q TOP OF FOUNDATION — - ..^^ TILL V/ R-I9 INSULATION O d) d) 7 CD 1 r PITCH GRADE O Q LL c AWAT FROM V 6 FOUNDATION EXISTING GELLAR n H- i V � o / TOP OF FOOTING — — A PAGE : SECTION A-A 3 of 3 Y