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31061-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-32026 Date: 11/27/06 THIS CERTIFIES that the building NEW DWELLING Location of Property: 80 GUS DR EAST MARION (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 38 Block 7 Lot 10.12 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 15, 2005 pursuant to which Building Permit No. 31061-Z dated APRIL 18, 2005 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 SINGLE FAMILY DWELLING WITH ATTACHED GARAGE AS APPLIED FOR. The certificate is issued to CYNTHIA & SALVATORE AGOSTA (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-005-0025 09/21/06 ELECTRICAL CERTIFICATE NO. 3006303 11/09/06 PLUMBERS CERTIFICATION DATED 10/30/06 ROBERT VANETEN A ori d S'`nature Rev. 1/81 Form No.6 -� TOWN OF SOUTHOLD C 1 r1 • BUILDING DEPAP s 1 TOWN HALL 765-1802` NOV2 � � APPLICATION FOR CERTIFICATE OF OCCUPANG� 1 1 n�0 This application must be filled in by typewriter or ink and submitt to 9! dirtg IT' epartment 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 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy -Residential$15.00, Commercial$15.00 Date. �1 21 LO(0 New Construction: �C/3 Old or Pre-existing Building: (check one) Location of Property: p n 6U-5 DY►V e &vm Ea6+ Mari.- House No. / S reetr n - , /� 1 Hamlet Owner or Owners of Property: SQ l VLL-i�6re- and Cl/�Li-�G Aol o 6 T a_ Suffolk County T" Map No 1000, Section y9 3 Block Lot Subdivision Filed Map. Lot: Permit No. 3/0& 1 Date of Permit. Applicant: .'JY4 VaiI ore ah4 CA/nhT ,'o,A_9y6 Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: . check one Fee Submitted: $ IN Applicant Signature LrLpLpLLILLI�LIC]C I�c1CJll�lI�IJLI�LI@I@.Inc 1L31LI�LI@I�LI�LI@I�LI�LJCJCJC nC1 LP l l�C n[I�CJ cP[I� CJLI� C nrJ@I�C I� ° 5 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 BUREAU OF ELECTRICITY 5 S5 40 FULTON STREET — NEW YORK, NY 10038 c5 S CERTIFIES THAT S Upon the application of upon premises owned by 5 D EDWARD LOPER FARM R. CINDY&SAL AGOSTA S 80 GUS DR �j ORIENT, NY 11957 EAST MARION, NY 11939 Located at 80 GUS DR EAST MARION, NY 11939 5 ccs c c5 Application Number: 3006303 Certificate Number: 3006303 e� Section: Block: Lot: Building Permit: BDC: nsl1 c� 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,Second Floor,Attached Garage,Outside, c� 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 9th Day of November,2006. NameTAY Rate Rating Circuit Tvoe 5 Alarm and Emergency Equipment 5 5 Sensor 2 0 Carbon Monoxide 5 5 Sensor 7 0 Smoke S Appliances and Accessories 5 Dish Washer 1 0 1.2 KW Exhaust Fan 3 0 F.H.P. 5 Furnace 1 0 Gas 5 Air Conditioner 1 0 48.000 BTU Wiring and Devices 5 Outlet 80 0 Fixture 5 5 Fixture 80 0 Incandescent 5 5 Outlet 68 0 General Purpose Receptacle 50 0 General Purpose S 5 5 Switch 76 0 General Purpose 5Receptacle 2 0 20 amp Laundry 5 GFCI Circuit Breaker 1 0 5 Disconnect 1 0 60 amp Air Conditioner seal 5 5� Receptacle 7 0 GFCI 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. S ° C.IC.nC.I� Ln C1� OL3rL3 Jar rL3r3P rJcPrJ�rJ@PrJ�rJ�rJrJcP rJrJ�rJ�rJ�rJ@Pcr�rJ�rJ�c n r�rJcP rJ�I�rJ�rJ�rJ� f] 5 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT Upon the application of upon premises owned by SEDWARD LOPER JR. CINDY&SAL AGOSTA 965 RYDER FARM LN 80 GUS DR 5 ORIENT, NY 11957 EAST MARION, NY 11939 5 Located at 80 GUS DR EAST MARION, NY 11939 5 Application Number: 3006303 Certificate Number: 3006303 Section: Block: Lot: Building Permit: BDC: ns11 5 C5SDescribed as a occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement,First Floor, Second Floor,Attached Garage,Outside, 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 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 9th Day of November,2006. 5 5 Name (OTY Rate Ratine Circuit Tyne 5 5 5 Service 5 1 Phase 3 W Service Rating 200 Amperes 5 5 Service Disconnect: 1 200 cb 5 Meters: I 5 5 5 5 5 sea/ 5 5 2 of 2 5 5 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 D rJ� c.n rJ� Town Hall,53095 Main Road O Fax(631)765-9502 P.O..Box 1179y�ol Telephone(631)765-1802 Southold,New York 11971-0959 BbILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. 3100/2 Owner: A&osd - (Please prig t) t Plumber: g Q h p�-� (Please rint) 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( _: 20 0 Notary Publi County IANET E.R MM Nw NNto!y 3 94�, ( ` Commission E*=J*31,2007 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. 31061 Z Date APRIL 18, 2005 Permission is hereby granted to: CYNTHIA & SALVATORE AGOSTA PO BOX 747 EAST MARION,NY 11939 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 80 GUS DR EAST MARION County Tax Map No. 473889 Section 038 Block 0007 Lot No. 010 . 012 pursuant to application dated APRIL 15, 2005 and approved by the Building Inspector to expire on OCTOBER 18 2006 . Fee $ 1, 631 . 70 t ed Si at.Ar ORIGINAL Rev. 5/8/02 �1©(0 765.1802 BUILDING DEPT. NSPECTION .[ FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REM RKS: DATE D INSPECTOR i 765-1802 BUILDING DEPT. SPECTION ZFOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ d] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE � �� INSPECTOR r 3 SO l UT�� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOU DATION IST [ ] ROUGH PLBG. n [ ] F NDATION 2ND [ ] INSULATION [ FRAMING STRAPPIN [ ] FINAL ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: S s DATE �a � � INSPECTOR Zk, %fsou'��6 rF®* TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] F NDATI [ ] INSULATION [ FRAMIN / STRAPPING ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTO i 30& 1-e— oil, TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [/ROUGH PLBG. [ 7FNDATION 2ND [ ] INSULATION MING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: C;?e � DATE '0 INSPECTOR i A0 souz f®* TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] "H PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: C._.. DATE �© © INSPECTOR 21 o .o TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSU TION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE (r INSPECTO 3106 o#OF 801it,� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN TION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR ` William F Savino Architects 71 West 23rd Street Suite 1908 New YorI4 N.Y. 10010 November 8,2005 Town of Southold Departnient of Bui drop P.O. Box 1179 Southold,New York 11971 Atm: Mr. Gary Fish,BWdimg Inspector Re: Permit No: 31061 1250 Shipyard Lane East Marion Dear Mr. Fish, This letter it to certify that the above refenaced residence has been constructed in compliance with the approverd plan and the New York State BuiWit Code. Sincerely Yours, lViffcam RA#012623 S ew �s P pLfhl� s t�w ) py s I'S C, A v�'PM F S'Z 3 C 012623 N0� 2 8 20� F N Tel:212.727-2248 Far.212-7274291 FOUNDATTON(1ST) dowd FOUNDATTON(2ND) ----------------- ROUGH FRAllMG& FAM MWMAN 03 O ���PG, r�r�rAW:�, . _ , INSULATION PER N.Y. STATE ENERGY CODE MAI, V, 4�✓/ ../i�_�I 17M , f��f//.: ��� WILLIAM F. SAVINO ARCHITECTS 71 West 23rd Smm NrwYork,N.Y.30010 APRt(. t5/92* ' bwQ Of Sou'sTJd.t7 J' y 0P'Q'r Of D1711.gIW6S * 3 P.o. bd* 1 t701 Soo'Rbl.9 W.` . I tst-�I Nq� 012623 4'RN•. 0/Wo�1 /�l• CF t A",trp P�6CtOGF i(/ 6uS 142140 /WoSH1n Pp0 �N� P . Pw Mew" FSPR. D AHo~1 Til£ DIDotIr F1ufl6 W 1►+tDewS /r.>ro s1.+Y11K coca /► fKo� '21}�G AsaDWOO SM#1 v04R-O V"Ars WPI+oN mow Ttl41 tae MPA wtvo Cyst 61+ 6iU IpJC V Rri;, (IE t4y�T �1y(p•�K�(C AooL. I+►►A t 1tJ1E 1�16A'�f 1. 0VA4G CCoQ,l BA t' � wtsl oo w t �,jp 6 ARA>i� DeoA 61AfS +�i�u. Vc*Wm jaLr x $jvp" wwzoH I-1jKr.. at P94TCW w rM V-y!"'t"jW WW—*Wt-t- a WINDOW SCHEDULE (Andersen Windows) TYPE MODEL ROUGH OPENING_ LIGHT VENT Double Hung #TW1846 T-10118"X 4'-8 7/8" 4.98 s.f 3.02 s1. A Double Hung . #TW20210 2'-2118"x 3-0 718" 3.66 s f. 2:18 81 9 Double Hung #TW24310 2'-6118"x 4'-0 718" 6.37 V. 3.66 s.f Double Hung #TW2446 Z-61/8"x4-871r 7.65 31 4.38 a.f. Double Hung #TW28210 2'-10 1/80 x 3-0 718" 5.23 31 2.98 s.f. Double Hung #TW3036 3'-21/8"x 3'-8 7/8" 7.73 s.f. 4.32 s.f. F Double Hung 9MO310 3'-2 118"x 41-0 718" 8.59 31. 4,.79 s.f. G Double Hung #TW3046 3'-2 118"x 4'.8 7/8' 10.313 f. 5.73 s.f. H Double Hung STW30410 4 3'-21/8"x V-0 Mr 11..17 31 6.20 s.f. 4 Indicates a window unit that meets or exceed the following dimensions clear openable area of W s.f.or 20'width x 24"height 212 727.2248 212 717-0611 fax Z0 39Vd S103IHM ONIAVS 16ZSLZLZTZ ZZ:9T SeeZ/ST/00 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDPI G DEPARTMENT Do you have or need the following,before applying? TOWN 1IIALL Board ofHeaM SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631)765-9502 Survey www.northfork net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. /I Trustees Examined [ '20 Contact: Approved I 11W120 20 ) Mail to: Disapproved a/c Phone: Expiration O 0# 20 n t d g Zmpl*ectorr D II Q APPLICATION FOR BUILDING PERMIT s.o s. Dewt. ' Date 20 TOWTO of SOUTPOLD INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f, Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: �-- RO ( 2u_S -Drive- S jYl (S� House Number Street Hamlet County Tax Map No. 1000 Section 3 Block 74- Lot 1 o� 12- Subdivision 2Subdivision Sl 1 m YY1 i E;&+o +'G S Filed Map No. f C3r�rlo Lot i - T (Name) A T 2. State existing use and occupancy of premises and intended used occupancy of proposed construction:' a. Existing T.se and occupancy t '�,1'4 kyr Z 4A b. Intended use and occupancy_ 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost 0� ; /gyp 6 Fee (Description) "�— (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 Rear Depth Height Number of Stories --A-- Dimensions of same structure with alterations or additions: Front W NR69r" Depth Height Number of Stories ._ — / 8. Dimensions of eJttire new construction: Front Rear �/ Depth -3 Height ak Number of Stories 22 9. Size of lot: Front v� / Rear oZQQ 1 Depth (� 10. Date of Purchase 1110 4 Name of Former Owner Ell SNFOY rea�� t/ ' �a M M rt ?r'' 11. Zone or use district in which premises are situated �e 31 d eYl4i a- n/l 12. Does proposed construction violate any zoning law, ordinance or regulation?YES_NO 13. Will lot be re-graded?YES--/?—/NO Will excess fill be removed from premises?YES NO-/ 5c1 iva-fvre A. A 13064-4 Calif Marian Nay. 14. Naives of Owrer of emises0 fkie Cold dress 60 f[. 7'/ Phone No. �3) " 471 - a$ L - Name of Architect�//' y i/Ui.) U LA#121dress Phone Noa/ZT;74Zyi`e Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO " , * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF A` )/ �/ / 1 Ou h 1 6 , t11A K 44— 0iT being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)dbbve named, (S)He is the ri ef_ (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this yof�20 0�J' AAI-� daf)w Wadeva Notary Public Signature of Applicant BABETTE CORNINE Notary Pubilo,state Of New York No 01CO5792800 Qualified in Suffolk county- Co lesion ounCommission Expires 6taa 30 Zee SUR\IEY OF LOT 24 MAP OF SUMMIT ESTATES, SEGTION 3 N FILED MAY 21, 2002, FILE No. 10769 SITUATE: EA5T MARION TOWN: 50 SUFFOLK ,WQDLINTYDE,^rA.RiivF.?<:`t 1" rl!T ArTit SERVICE SURVEYED 12-29-20 4 PETz[+fAT 1 OR A-PPRCIVAL OF CON UCI? ex 01.1, 5UFFOLK COUNTY TA # �GLEFAMIL°1RE�CfDENCE{31 Ly � f ar���cP�'� h' ,,S�{S�V �• 1000 - 38 - 7 - 10.12 DATE ,Z 05 J F.NO. APPROVED Certified to: APPROVED Cynd is Goldamitlr IMUM OF BEDROOMS ptwo A EXPIRES THREE YEA RS FROM DATE OF APPROVALNN / g0 LO 51 11111,9 J\/0 \ \ Test Hole # 2 d � A from Filed Mop /tl, b L p 645'e TOG 501E4�� `• CG 2.0 o� 9 V 06, / S' (0O o AID of 17.0* NOTES: � MONUMENT FOUND A ZS :�C 5TAKE FOUNDo, LAS b Y.Grvmnla,»n' wn, ran miy ELEVP,ilONS REFwFFOLK COUNTY TOPO MAPS ewpx vb�� g t1b`en11be��� AREA%1I0SF,fJR 0.69 AGRES JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 GRAPHIC 5G 4L'{a I"= 30' RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.-\\Hp server\d\PROS\04-349.pro MAP OF SUMMIT ESTATES SEGTION 3 SURVEY OF LOT 24 - (� ,1 rw N FILED MAY 21, 2002, FILE No. 107bG SITUATE: EAST MARION 9 2Z E TOM. EOUTI-IOLD SUFFOL COUNTY, NY •'j + G c P J SURVEYED 12-29-2004 FOUNDATION LOGATION Ob-01-2005 SUFFOLK COUNTY TAX a 1000 - 5b - 1 - 10.12 V Caused ro: Cynth;aco)daoim-Agoem of ♦, z, o, r D� �Q C-)co IJP Y b O� / y 1 1 7 C/♦ ,,� Cb gOE�s, 9 i A 9 O� ♦ ^r�+`(1 t� 0 06,E (0Z� 1 NOTES: 'tr ^o�� • MONUMENT FOUND O, A STAKE FOUND a" °y � AREA = 50,151 SF OR Obcf AGRES JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S.LIC.NO. 50202 GRAPHIC SCALE I"= 30' RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.\\Hp server\d\PROS\04-349.pro SURVEY OF LOT 24 MAP OF SUMMIT ESTATES, SEGTION 3 N FILED MAY 21, 2002, FILE No. 10769 \ 51TUATE: EAST MARION ° TOWN: 50UTHOLD �, �� ; ,°,!! 3 t 311 ' 4 W E SUFFOLK COUNTY, NY o 'moo " ! t 11r SURVEYED 12-242004 �Q� 06, OFFICE 4'1' L �,i ° P � S FOUNDATION LOCATION 06-01-2005 0� f FINAL SURVEY 07-24-2006 SUFFOLK COUNTY TAX >< 1000 - 38 - 7 - 10.12 SUFFOLK COUNTY DEPT. OF HEALTH SERVIGES REF. u RIO - 05 - 0025 �J� 0 0 o m \ �' v } >;!TN SERVICES OX SUFFOLI ell Go - L Rs 'A S!NU F � r+�StLv k cI CE Cyntbia \ SEP 212006 N0. Oa'e a-E'3 24 tf:IS i'ilG..Cnn tlBve been -'e't or�.,r, genc,c and found to 0�b ° � bec�s3c:cyFv A Fcs^ROOEvS. Gym. ce, sa, cN.° \ OY ` ast te•ndanagement _1 k w v' , �0 ��po On t2`G 1(00 O S �� ., �V V 0 WMs1W WrWmselSMbnrwy /`' VVVV��� mq O.Tg a IIUMC bN vVyt W Y a waw a..m.i mr,.,.e.eim i a w Mme.Ye1t 1d�6LWa 1p• NOTE5: SS-J YapCW wal4emle�gbe.� • MONUMENT FOUND ,, STAKE FOUND 4g e,e an x.ewer b u.u°. b�bw..r�b�F.WrN AREA = 30,157 5F OR 0.69 AGRE5 JOHN C. EHIERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 GRAPHIC SCALE I = 30 RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.-\\Compagserver\pros\04\04-349.pro Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 04/15/05 Transaction(s): Reference Subtotal 1 1 Septic Permit-Construct- Resid. 3459 $10.00 Cash Total Paid: $10.00 Name: Goldsmith-agosta, Cynthia Po Box 747 East Marion, NY 11939 Clerk ID: BONNIED Internal ID:3459 COMPLY WITH ALL CODES OF NEW YORK STATE &TOWN CODES AS REQUIRED AND CONDITIONS OF APPROVED AS NOTED SWTWTWZBu DATE: B.P.A� $OU(FIOLD TOWN PLW NG BOARD FFE L. BY: z) P SOUiWTOWNTOMES �;OTIFY BUILDING DEPARTMENT AT N.Y.S.DEC 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE CERTIFICATION OF 2. ROUGH - FRAMING & PLUMBING NAILING & CONNECTIONS 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE RETAIN STORM WATER RUNOFF REQUIREMENTS OF THE CODES OF NEW PURSUANT TO SECTION 4.5-10CYORK STATE. NOT RESPONSIBLE FOR OF THE TOWN COOT. DESIGN OR CONSTRUCTION ERRORS. OCCUPANCY OR ALL CONSTRUCTION SHALT. USE IS UNLAWFUL MEET THE REQUIREMENTS OF TW WITHOUT CERTIFICATE: CODES OFNEWYORKST&JI. OF OCCUPANCY PLUMBING ALL PLUMBING ftM Ii WATEA TESTING BEFORE LINESC NEEDC�ING PLUMBER CERTIFICATION ON LEAD CONTENT BEPORE UNDERWRf TERS CE CERTIFICATE OF OCCUPANCY REMW SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EKCEED 2110 OF 1%LEAD M� DO NOT PROCEED WITH P1Nvy � FRAMING UNTIL SURVEY COMPLY I OF FOUNDATION LOCATION HAS BEEN APPROVED. SQUTMOLID TOWN CODE. I I GENERAL NOTES RESCHECK 1, All work is to he performed In accordance with the General Conditions of the Contract for Construction of the F General Contractor shall coordinate his work with the work of all other Conlractom whether his own or these an American Institute of Architects(AIA) A-201 or the latest Boldon This Documents shall he considered arate contract by the Owner.It shall he Contractor's responslhilly that all labor emplyed In the profeclwill be in Permit Number A'an the Contract for Construction. ony with prevailing working conditions,that no jurisdictional dispute will occur;and Natrw situation wlihln his part rol is allowed to develop to interfere with the work being done by trades Contractor shall coordinate his work 2. Aitsll material and work shall damply with the codes and regulations of all governing authorities,Iatesteditions and the any trade not directly under hlsjudadichon. VENTrules,construction standards and requirements of the highest level and professionalism. The requirements of Contractor and his Subcontractors shall exercise special care in the handling of materials,equipment and TENTZsuch codes and regulations shall be followed as If specifically noted herein end on related Project Documents. This REScheck Compliance Certificate Checked Bymam TO ROOF TO ROOFish to evold inconvenience and annoyance o(fhe Nelghhore. This especially applies foslnctconVal overjob ROOFshall riot he conshuctetl to mean that any requirements set forth in the Project Documents maybe modified toningto prevent dahrIS or dust from emanating from the protect site, New York State Energy Conservation Construction Code Q because they are more stringent than code and regulation requirements or because they are not specifically REScheckSWtwam Version 3.6 Release B A T H # 3 4 B A T H # 2 � requlred by such codes or regulations. Where code requirements of all agencies ad oil over the ease 42. All parties shall he responsible to orange for their own deliveries to conform to the submitted job schedule..All l Data Eleoame:C:\OM=PrejeclsUgosta Residence Pan MRcacheck.rck ~ of work differ,the most stringent of the requirements shall govern, p p y p q p 31. 3 parties shall he responsible for an rubbish removal and clean up required for iheiro operation. All such costs shell be Included in the contract price. PROJECT TIME:Agosta Residenw t-1rz" 2z 1-72" 1.12" 3. The Contractor shall apply and pay for Certificates of Electrical Inspection and Electric Underwriters Ceniicsles, t-1n" 2" 2., 1-112'43. All dlmensicns Alvan for barriers are finish surface to finish surface unless otherwise noted, 4 and furnish Architect with copies. COUNTY:Suffolk 1.101 1-10 > S 4. The Contractor shall take all precautions to maintain emergency lighting and clear fire accessforall workers for the 44. The general contractor shall obtain any and all permits required for the performance of this work and pay all fees in STATE:New York 1-1n" entire duration of the project connection there With. HDD;5750 LAT TOILET 4' TOILET LA 45. The Contractor shall file for and obtain all necessary equipment use permits and furnish Architect with copleis, CONSTRUCTION TYPE:Detached l or 2 Famdy W 5. Provide adequate fire protection In accordance with local fire department regmremenus. In addition,Contreclorshad HEATING TYPE:Non-Electric g g plumbing g WINDOW/WALL RATIO: 1-12" 1-12" SECOND maintain on the premisesforthe duration of the alteration one 26 lb.type ARC,fireexlin uisher. 46. Where heatin and plumbin pipes are concealed in ceilings walls,these callings and wells shall not be closed Tus TUB SHOWER W r untll the heating and plumbing lines have been tested and found to be leakage free. FLOOR 6, Fire slopping shell be as req ulred by New York State Residential Code and the Building Cade of the City of New 47. The G.C.shall perform all cutting and chopping for the building trades. DATE:03/14/05 2" 2" 2' ¢ York. 48. upon completion of the project,the general contractor shall submit to the owner guarantee and warranties,release DATE OF PLANS:Much 14m,2005 COI ICO q' 3„ 4„14V 4„ S. 2' 7. All woodwork and wood grounds attached to the premises shell he fireproofed In accordance with New York Slate or waiver of lien,operation and maintenance manuals,as-built drawings showing work of all trades and a new or PROJECT DESCRIPTION Resldentlal Code. amended Certificate of Occupancy. Shipyard Lane and Gua Road K T C H E N L A U N DRY s„ Z. 1-72" _ 8. It is imperative that parties responsible for respective portlons of this work conduct a comprehensive laid survey of 49 All sub-contractors shall be furnished with a complete set of construction drawings and specifications by they East Marion 112" T' 112" existing conditions and thoroughly familiarize themselveswlthall aspects of the work. Report any discrepancies General Contractor. Sub-contractors shall familiarize themselves with the drawings and the existing Town of Southfield 2" condltlons at the site to understand how the work of other trades may affect the work of their particular trade, Suffillr Country,New York 1'12^ 2 2„ t-1rz' 1-12" 7.12' between these drawings and existing conditions of the Architect before commencing any potion of the work 4 50. GC shall submit a written guarantee tcfhe Owner for all material and equipment to be tree of defects orelther DESiGNER/CONIRACTOR 4' SLOP TOILET LA 9. All material and work shall comply with Project Documents. Where work of a more stringent nature is called for on material or workmanship for a period of(1)year from the date of the final completion.The Architect shell sINX msH SINK one than is required by other,the more stringent shall be furnished. Without F.Savtnq Architect WASHER ASHER 712" determine the final completion date,elver all corrective work has been repaired end completed to 71West 23rd Street 51908 Architect's approval and accepted by the Owner. On this Final Completion date the GC shall deliver to the New York Now York 10030 iva GROUND 10. Where the term"supplied"or"provided"is used In Protect Documents,It shell be understood that Contractor shall Owner the following Items, FLOOR E-I furnish,Install and connect all work called for. COMPLIANCE:Passes 2" 2" 11. No substitutions will be made without written approval by the Architect, Submit substitute material specification a.A General Guarantee of all materials and equipment. Maximum UA=586 C0 3" 4" 3" 2" ICO 2, CO b.Manufacturer's warranties and product literature including Yom Home UA=466 a^ 3^ and lfcatosamples after theor bidal,inwriting must o the be subdect ued the hid process, Allrmencementequisitions ofwormaterial cleaning instructions speclfiratlons after the bid process must also he submitted in writing prior to commencement of work cManufacturers's maintenance and operation Instructions20,5%Beder Than Cade NA) d.Equipment instructions-GC or installer shall redew with the Omer,the Gross Glazing 4 4 CELLAR 12. Drawings are not to be scaled,dimension will govern. Large scale details shall govern oversrale of plans, rAsea dl Cavity CuntR-Va or Door proper maintenance and operation of all equipment installed. P9rlm9[LI R-Val, R"VAILC i-Fe tnr Dg FLOOR C/] U. After award of contract Architect will furnish Contractor three prints of each drawing All other prints necessaryfor 51. Final cleaning shall be performed for all the trades upon completion of their work and upon completion ofihe ST EETSEEXISTINZ the execution of the work shall he reproduced from these prints and shall be the responsibility of the Contractor, 9 P Ceiling 1:Flat Cadres or Scissor TreauS 2957 38.0 0.0 89 STREET SEWER Q project.The Contractor is to leave iheJobslte groom swept clean. Well l:Wood Fmme,16"a.c. 2776 21.0 0.0 129 U 14. Contractor shall maintain a complete set of current Contract Documents at the job site during all phases of Window l:Metal Frame:Double Pane with Low-E 415 0.330 137 COI construction far use by all trades, 52. All work shall be performed In accordance with the Residential Cade o New York Slate(efiective dale duly 1,2002) Door l:Solid 56 0 340 19 and the Wood Construction Manual(wFCM)for one and two family dwellings 1995 DC High Wind Editors(As Door 2:Glass 42 0.360 15 15. Arepresentative of the Contractor authorized to discuss the work and receive directions from the Architect shall he referenced from NYS Residential Code)-Prescriptive Design(Chopter 3)and all local cause havingjudsdicli°n. Floor l:Au-Woad lgist/rmss:Over Uncondi0oned Space 2957 38.0 0.0 77 0 at the job site At all times that work is in progress. Contractor shall maintain a telephone and fax machine at job Omissions in contract documents shall not relieve the contractor from compliance with all appiirahla state land local Furnace l:Forced Hot Air,78 AFDE site, laws. Buller p Gss-Fired Steam,75 AFUE 16. Contractor agrees to pay all transportation charges on all materials or equipment required for the work to the point 53. The GC shellprovlde all additional Items of work as requested by all Local and Slate Building Department oRldals COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with We building • � ~ of use,and shall be responsible for all unloading,checking and storing of some In connection, 00 64. Should there be sconfilet between the drawings and notes orwithin the drawing or the notes themselves, the preduged towed ed dee State Energy Conserv with this c&ren. tmatojwaeellafeurshave Dec OD Contractor It to verify the Intent with the Architect prior to submisslon of the dld� designedto matthe New York State Emcgy Conservation Construction Code requirermnts. Whena Registered Design ' 17 Contractor shall assume lull responsibility for the construction,materials and workmanship and the work described Professional loss skimped and signed WE page,they are attesting that to the best ofhLgkr knowledge,belief,and In the Project Documents and will be expected to comply with the with the spirit as well as the latter In which they 55. The Contractor is to provide all flooring,bracing,partitions,as necessary to accomplish all the work In an:approved prodibmio°aljudgiant„ hpransornxdfrcado m mwmplimm with this Code. N are written. manner. BuildedDesigner Date T -6 -Or 18, Any correspondence to Architect or to Owner shall beforwerded lnsc°pytotheother. r fV 56. Dumpstere shall be located In accordance with applicable rules,laws and regulations in epactal the time(of the 19. The contractor warrants,by tendering his/her bid that he/she has visited the site and carefully inspected the existing protect,It shall be the responsibility of the GC to determine all suitable locations. building and site conditions affecting the work, Any discrepancies between the drawings and existing condifons must be reported to the Architect,In writing,three(3)business days before return of bid' Later claims for extra LIGHT VENT CALCULATIONS ZONING CALCULATIONS NOT TO SCALE LIST OF DRAWINGS y o w coats for labor,equipment of materials required,or for difficulties encountered which could have been foreseen hadfprovislons ERGY NOTES o 00 such examination been made will not be recognized, hr�--�� 7 ll construction shall be In accordancawith the requirements of the New York State Energy Conservation LIVING ROOM: MASTER BEDROOM : w �' N 20 The general conVactorshall greenline on lhefloorslah,stall scale partition layout for inspection by the Architectonstruction Code,latest edition at the time of permit approval (Here after known as ECC) ARCHITECTURAL ' 1"I ,� N prior to erecting any interior padltlons. xterior doors and doors to garage U-Aa max 14'-4" X 13'-4" = 109 s.f. 17'-6"X 19'-6= 341.25 s.f. YARD REQUIREMENTS U indows,sliding doors,all glass,UI.36max' (3)TW3046+TW2446 (4)TW30410 ^~ 21. "Align"shall denotes gypsum hoard laminated orfurred out overface of exieting construction atjunction with now ll fireplaces to be provided Ah source of combustion air"are by the fireplace conshctlon LOT COVERAGE construction to make afusully continuous board surfaco frfurredee of unoveranyolhexistrilarity of the Residential Code of New Y. State. Required Light: B%of 190 s.f. 15.2 s.f. Required Light: 8%of 341.25 s.f. 27.3 s.f. Front Yard Requirement 40'-0' Al NOTE SHEET .--I � N >, N 9 5. Providetlghtfitdngnoncombusti,lefraplacedoorsasrequiredbysection1027oitieEnegy Proposed Light . (3)10.31 + 7,65- PrapoSedLlght : (4)11.17= Existing Proposed Front Yard (Shipyard Lane)-42-0 A2 CELLAR FOUNDATION PLAN S 3 r. 22. The general contractor shall furnish and Install all pipe moisture wrapping materials as manufactured by"Ameliex" Conservation Code, 9 7.3 s.f. OK for Light (200'-0"X 112.5')+(40'•0"X 160'-0") 42'-0" > 40'•0" OK A3 FIRST FLOOR °u or the approved equal, 6. It shall be the responsibility of the Contractor to submit the size,design and type of mechanical systems 38.56 s.f. > 15.2 s.f. OK for Light 44.7S.f. >2 '-' d) pp which will be used In sufficient detail as is required by the BugdmgsDepamnent. Required Ventilation: 4% of 190 s.f. = 7.6 s.f. Required Ventilation: 4% of 341.25 s.f. = 13.6 s.f. +(3.14 (801X80')/4)/4= 30,156 s.f. Proposed Front Yard (Gus Road)=42'•0" Q t` Z H 42'-g'°>40'-0"OK CONSTRUCTION PLAN 23. All macesaround pipes,ductwork,eta.penetrating rated construction shall notexceed 12"andshall bedecked 7. All thermostats shell be adjustable 45.75 degrees F;from combination heating and cooling thermostats}, Proposed Ventilation : (3) 5.73+4.38= Proposed Ventilation: (4)6.2 s.f. = A4 SECOND FLOOR solid with mineral wool and be closed off by tightly tilting model escutcheons on both sides of the rated construction, the range shall be 45.85 degrees F. as required by local codes, 8, Insulate all mechanical pipes shall be Insulated as per Table 503a.3I of lite ECC. 21.57 s.f. > 7.6 s.f OK for Ventilation 24.8 s.f.> 13.6 s.f. OK for Ventilation Allowable Lot Coverage=20 n o of Area Side Yard Requirements= 15'-0" CONSTRUCTION PLAN 9, All ductwork shall be Insulated as per Table 503.3,3.3 of the ECC. 20°/o Of 30,156 s.f. = 6,301 s.f. Maximum Lot Coverage 24, where steel surds adjoin metal duct work,or where two metals ere affixed to each other,he general contractor will 10. Water service temperature controls shall be set at 120 degrees F max. MASTER BATH Proposed Side Yard= 49.5' A5 EXTERIOR ELEVATIONS provide the necessary insulating material so that no vibration or nolse is transmitted between the metals. 11. All lavatories and showers shall he equipped with devices to limit hot water flow to the maximum of gprm DINING ROOM : Pro posed Lot Covera e= 1,9975.f. < 6,3015.f. fOK 49.5' > 16-0"OK @ 60 psi water pressure. 13'-3"x 13'-2" = 174 s.f. 9.5 S.f. x 10 s.f. =95 s.f. P 9 25, The general contractor shall furnish End Install sound barrier materials within any convector enclosurecolrtcideret 12. Heating and Cooling equipment shall meet the performance standards as detailed In Table 503.2 of the (2)TW2036 (1)TW24310 Rear Yard Requirements= 50'-0" SP1 SIMPSON STRONG TIE DETAIL STREET with gypsumwalIboardpartitions,tomalntalnthesamedegreeofsoundinsulationthatisproNdedbytheadjacent ECC, g Re professional 174s.f. = 13.92s.f. Required Light: 3s.f. SP2 SIMPSON STRONG TIE DETAIL SHEET wallboard partitions. 13. The General Contractor(G.C.)shall be responsible for providing written confica0onbys registered realign Proposed Rear Yard professional stating that the required HVAC tests,system balancing report,and mechanical work hasbeeen Proposed Light : (2) 10.31 = Proposed Light: 6.37 s.f. >3 s.f. 1214" > 50'-0"OK SP3 SIMPSON GARAGE PORTAL DETAILS W 26, The Contracmrshall contamenze all debris and broom clean all construction areas atthe compledonof eachwork completed In according to Code, day,periodically removing debris as requlred. Upon completion of the work,Conlractorshall remove all dehrisand 14. Water heating equipment shall meet the performance standards as doWled In Table 504,2 of the ECC, 20.62 s.f. > 13.92 OK for Light Required Ventilation: 1.5 s.f. leave the premises broom swept clean 15. All water piping shall he Insulated to to minimum standard as detailed In Table 504.5 ofthe ECC. Required Ventilation: 4% of 174 s.f. =6.96 s.f. Proposed Ventilation: 3.66 s.f. > 1.5 s.f. 16. Thermal transmittance values shell not be greater than the values tabulated In the ECC. O posed Ventilation: 2 5.73= 27 The Contractor shall thoroughly clean premises(base,walls,floors,door/bucklhardwars)priortaWmingltoverfor 17 , All building materials capable ofabsotingmositureshallbeprotectedbyavaporharderlocatedonthe Prooccupancy, BATHROOM#2 occupancy,including but not limited to vacuuming the carpet,reasonable paint touch up where required after winter warm side of the insulation. 11.52 s.f. > 6.96 s.f, OK for Ventilation completion of work by his own forces and that of other trades etc.,to present a generally new appearance for tenant 18, Insulation shall be Installed In a manner that provides for dead fully or Insulation at plate lines,bandjoistes 5'-2" X9'•4" =48 s.f. move-in. and comers. (1)TW20210 19, Exterior Insulation with protective coaling shall extend aminlumof6"below grade. FAMILY ROOM/NOOK/KITCHEN 28. Claims for additional work shall be submitted In writing to Architect within three(3)days after the event giving rise to P0, Foundation Insulation shall extend a mini mum of 2'-0"below grade as per Table 502.2 1.6 of the ECC. (15'-4" X14'-4") +( 13'-3°X10'-T') + Required Light: 3 S.f, such claims,with a completion description of the work,materials being used,exact kxadons of the warkand PYO used LI hC 3.68 s.f. > 3 s.f. OK for Light O dstalled cost estimate. The Contractor shall not proceed with any work for which he expects additional (9'-1'X13'-4" +2'-1°X6'-2")= P 9 904 compensation beyond the contract amount without written authorization form the Architect. Failure to obtain such 219 s.f. + 140 s.f. + 144 s5. = 503 0. Required Ventilation : 1.5 s.f. PLOT PLAN NOT TO SCALE written authorization shall invalidate any claim for extra compensation. WINDOW SCHEDULE (Andersen Windows) (1)TW2446 + (2)TW3046+ (2)TW1846+ Proposed Ventilation : 2.18> 1.5 at 29, The Contractor shall furnish and install blocking for wall or calling hung Items, The Convector shall he responsible 1 FWG 5068L+ 1 TW28210 OKfoYVentallon O for adequately bracing and protecting all work bull ngconstruction against damage,breakage.conapse,distohlon TYPE MODEL ROUGH OPENING LIGHT 'VENT O ( ) �y and m1saligramandslnaccondarica withapplIcable codes,standards and good pimples Double Hung #TW1846 1'-101/8" X4'-87/8" 4.98 s.f. 3,02 s.f Required Light: 8% of 503 s = 4M5 s.f. Proposed Light : 7.65 + (2)10.31 +(2)4.98+ BEDROOM#2 30. Provide access doors as required for mechanical,electrical eta as required by code. Location tobe approved by A Double Hung #TW20210 2'- 2118"x 3-0 716" 3.68 s.f. 2.18 s.f. (1) 18.52 + (1) 5.23= 61,98 s.f. >40.25 s.f. (10'•8"X 13'-4") + (9'-4"x 2'-0) = 160 s.f. Owner and/or Architect, Provide metal access doors for easy access to all valves,dampers,constis,junclon 6 Double Hung #TW24310 2'-6118"X4'-0718" 6.37 s.f. 3.66 s.f. 2 TW30140 _ .. Z boxes and other items requiring service, OK for Light ( ) 31. The Contractor shag furnish and Install blocking for wall or ceiling hung items. The Contractor shall be responsible C Double Hung #TW2446 2'- 61/8"x 4.8 7/8" 7.65 s.f. 4.38 s.f. Required Ventilation: 4% of 503 s.f. = 20.12 s.f. Required Light: 8% of 160 s.f. = 12.6 s.f, 200.00' e a for adequately bracing and protecting all work during construction against damage,breakage,collapse,distortion D Double Hung #TW28210 2'- 10118"x 3-0 718' 5,23 s.f. 2.98 s.f. Proposed Ventilation: 4.38+ (2) 5.73+(2) 3.02+ Proposed Light l (2) 6.37 �_/J and misalignmenis In accordance with applicable codes,standards and good practice. t m at is I W E Double Hung #TW3036 0 3'-21/8"x T-15 718" 7.73 s.f. 4.32 S.T. (1) 11.58+ (1)2.98 = 36.48 s.f. >20.12 s.f. 12.74 s.f. > 12.6 s.f. OK for Light >, 32. Provide access doors as required for mechanical,electrical etc,.as required by code. Location to he approved by Re wired Ventilation: 4°/a of 160 s.f. = 6.3 s.f. 20.-0.- d 0'-0" m O 40'-0" Owner end es/or Architect Provide metal access 1,ereors for easy et access to all valves,dampers,conVols,juncdon F Double Hung #TW30310 3'- 21/8"x 4'-0 7/8" 8.59 S.f. 4.79 s.f. OK for Ventilation q MIIJ. MIN. YARD boxes and other items requiring service. G Double Hung #TW3046 4 3'-21/8"x 4'-B 7/8" 10.31 s.f. 5.73 s.f. Proposed Ventilation: (2) 3.66= YARD PROPOS 121'-0" d 31'-0" 42'-0„ V] DEN : 7.32 s.f. >6.3 s.f. OK for Ventilation ROPOSED TAKU Double Hun #TW30410 # 3'- 21/8"x 5'-0 7/8" 11.17 s.f. 6.20 s.f. ED YARD z 33. The Contractor shall perform all patching of cuts requlred by all trades. H 9 12'-0° X 10'-4" = 123.6 S.f. (2)TW3046 BEDRUUM#3 I < DRAWING NAME 34. Contractor agrees to protect and hold harmless the Owner and Architect from less or damages and to combatant J Owner or Architect and their agents for any expenses,Including legal teas and disbursements. In any actlonfor I damages,or because of any Infrmgamemor alleged Iniringementof any letter pafentot patent rlghtsmuitingrra / Indicates a window unit that meets or exceed the following dimensions Required Light: 8°/a of 123.6 s.f. = 9.8 s.f. 14'-4" x 13'-0"= 186 30 m 0 COVER SHEET use or sale of items of me contras, clear operable area of 517 s.f. or 20"width x 24"height Proposed Light: (2) 10.31 = (2)TW3036+ (1)TW30410 - PLOT PLAN 20.62 > 9.8 s.f. OK for Light Required Light: 8% of 186 s.f= 14.88 s.f. r� } Summit Estates 35. Upon award of contract,and prior to commencing any work,Contractor shall submit ceNficates of Insurance forS l a Workman's Compensation,Automobile and general liability as required by Owner and by the landlord. GLAZING CALCULATIONS FRAMING NOTES Required Ventilation: 4% of 123.5 s.f. =4.94 s.f. Proposed Light: (2) 7.73+ 11.17= - New Story Lot . 24 Section, 3 Proposed Ventilation: (2) 5.73= 26.63 s.f. > 14.9 s.f. OK for Light One-Family 36 The Liability insurance Certificates,shall Include the owner and Archdect as addidonannsured and indicated shad 1. Unless otherwise5 specified onl the 11.46 s.f. >4.94 s.f. OK for Ventllaton Required Ventilation: 4°/s of 186 S.f. = 7.44 s.f. Reslde:nce East Marion Town of Southhold DATE scAf.F the Insurance company recognized the existence of this save harmless agreement. Reference should be made to Maximum glazing= p Proposed Ventilation: 2 4.73+ 6.2 s.f. = 14.8 s.f. 1 Mar 2005 As Noted o shall retain title m all materiels and equipment until itis a 18%of total wall area drawing, all beams and rafters shall be P O DRAWNBY the specific contract The certificate should he broad form contractual. LL6 _. .. .Incorporelad into the work or Owner's wrlden Con5tYUCtlOn grade# 1 Hem-Fir FB=875 BATHROOM#1 14.8 s.f.>7.44 s.f.OK for Ventllafl0n yq,, -=,1� � Suffolk County, New or D Y crrEcz�LD By 37. Contract r .p,acceptance,risks of loss,damage by fire or other muses to materialsorworkprovlded by Conuactorahall be Total Wall Area= psi or approved equal. 5'-0"X8'-0" =405.i. Ull O �IELi fl CMC WFS contractors saleresponsellfyuntilItIsincorporatedIntotheworkanduponownerswrittenacceptunce. 2776x .1B=499s.f. 2• Bridging : wood, T-0" longrraax.2nails (1)TW20210 q, Q 0 NI Z V a AF. PRiCTMGR JOB# 35. Conactor shall de repsonsiblefor security of the constructionaraaunlil itisturned overto Owner. 499 s.f, = Maximum Glazing Allowed per end Required Light: 3 s.f. L �P 9LMc'"3. Headers (2)2"x 10" unless oltherwise Proposed Light : 3.6 s.f. > 3 s.f. OK for Light 0' It 39. Great care shall beexercised during athe course of the contract well as oteroframnew damned by nyeasfing meglienceals or Proposed Glazing= specified. Required Ventilation : 1.5 s.f. 1 Al operations both within and outside the convect areas as well es new work Installed by contractor. Negligence in p 4. Corners 3 2" x4" in 4"wallsi. 9 Proposed Ventilation : 2.8 s.f > 1.5 s.f. Gus DRIVE v E qT 022523 " observing such care shall require repair or replacement of damaged articles by the Contractor, The Contractor shell 415 5.f. <499 S.f. OK for Glazing O C be responsible for making goad any and all damage to existing areas notdeslgned for refurbishment attributable to Openings: Double wood{tanning shall be OK for Ventilation `� J any forces ender hissupeMsion. 5. provided around openings. 8r p Igo{ IIL T � w. CAWT1UViGR 1 .. Lr-= - a - .. .. 1 - . ., � ,� � .? :n 1 . •LY , .�ie.,"::I — le u�1.A I• y � � I, II 6114c Iv 3 rb 130 C o ' 411 7Ah�mP C IS Su.Pi CotW 17P 0 1& —to *10 Q WIRE HES`µ 's1-G - ._ Ems. _ Gt3 i , I II I � �1-11� n I, �n N - - '2—I 11 11 �8M 6 T �G–� I I _ -1 „ ; _ # di r It -raua-aKl -r, L — v+ i FoUF C-4*4z F0,0,6 ,, CIMDN -ONSntIGCCNIINI 1 PAW 46400W. T-rip Q e1.to / to T QO �u1w" r+t,L - _ 6 Lil [5 / G2115(002a2X `bGG� II •" _ Iln 1 I P p ' ----- X3 .7 ... - 8 _. � r�i I , r' F _' �JWFOWDATION P1Ahl � WALE:114•=1110 � 3 j oaf r j k ,a �) IYS iM � S SI I i l l I J 1 yp r - A RATE �I 012623 TF of yd 1, - —_—._._— 'e. rrdl x ' i, PAICO 912E '.7D CCct�ht2- r u?r r u 44 0 ii ;�C��O .1 -a 70 7'4n CCA STEPS 3+ + rlfi" 31-Cor+ 2 �1 7 -c.n - ' 6�,— _ 6066 n , H a_ 131 x'_%s H,�. 4� 28210 PMSTOk= ell P 14 EM h L • �.�i. I Y q o N a. m N _ 338 9-11• UN RY K., C• L I U 6 q = m 0 7 7 00 I , w n a r�Tewn FAMILY NOOK 3 =1 -- V-4 T KITCHEN P. r vt 114x9ri rt .1. N �f BATH q s m y HALL r - N FIREPLACE, 1%� � � , 8i � _0 LISTED 2-200 � i' r (2) l,yv H %' =- 4- l:d Fm9PLACEANZi � fLpES I to �� - - f SGC:= R¢ -r WALL - _-,• (2�t-37s-%p lhr LVL , i i CL09ET R� ,..+I 6(�7C ♦ } h� 9�bf aoNb 4�• 4' � 4'Ai "- fRBW filo — w t a ID �I _ �f n a _ I 2 TWO-CAI2 , { a — J v ,k 'P �� DI .1� LNG vi GARAGE I , C4 5t pCf Ift LIVING _ 13,_,2. rk 4. +,�Ivus_ A �I�. ( - � _ +� �yi " Z. 1 1 - IYM r ' Qo - P Rrrr-+ l4+ 14' f• ,I " T4• p i OL .- FLUSH LK ( 2.7X10 I n -Trw- — — (�" --- - -- - I- --- --_ _ - < I+ _ L, �d 1215 3061 12�, — _— - - - -z3"�I It T21ffG NXIO EF#f CCA$TEP RL A I LING W&W PORCH POST_ ., e 14, 71 �'/zu � O � 1'-C, �r•, FLQQR,CONSTRUCTION PLAN c SCALE.�,f4 1140 �LW.Jf r� Lt t j • a mi DATE SCAU. P 9L < 012623 t;' • 9�� OF Yt �' ��I I s, Im' N tati a I. 1011 L 115i1+�t1'v '. I 41 I I7AI BDb ;WALMN BEDROOM 3 = $ ai s _� ► I �CL03E1 n T I a n PUU� $.4 fin I µ1W1 — i, , (I�11I all '4 I ' all 7•� IM' �p lro _ .a H ,,. km . i . pupa IIP/ 114 wL — -- — M 1 xeee �sr Hlut e l r II I, Rlve Al crMuu�ns rrn rl 4• 4 � s - �' rest li �$I ` ) Q Wl re BEDROOM 4 � kn i ja ow 1 I ri G O 4• f . � ( x ,t MNATCHwFFR pn r � L G II d I D p - 4 141•$ �1 21` a -- — — — — ---- r o � S 'FiC RCC£NSTRUCTIONPLAN' -- _. F ow a a ' .DRA1FDiG T1TL1;� WWI- WOW� y� 01262 �Op gyp, �H spy' r ,r !1 _ o; e ` I � . k � 7, r e - VEL t,alyn kt e 13 11 _. — H , Z+3io TH 20 1 — TH LFi . l 'TWps� Tw17PZloTill L TW l u FWG 5o6@ T''�'I� F . M 0 , �- I„ •rW .. I, I I f 1 dry i A li �� ' .__ _._ - - ._ - - � © �n _• _. _, '.. ,, , g 'N tIV' w ATIQN r-r � - I N I , , ry� �w3410 1Ur?n4lo ril �4io � T Mr im E ..� Y� 44ti>j6 ILN q *Y,�. a' i �n k; . — a� i 17N t Ir . 1 p t —�7 TR I �— — �_ A L _�_ _ p 1 �C� ,I f SVA TA. � IL,EV�LTI�N .PNk F. S9` �,, ` d rb f 012623 ';: OF . x t< < I � . . ;' ROOF RAFTER TOP PLATE SIMPSON STRONG TIE RIDGE BEAM TO ROOF RAFTER; ry RAFTER STRAP f� # LTSA24 @ 16" O.C. 20 GA. w/ 6 8d nails on each end of the strap Min 12" StropCoverage on each rafter Header Beams 00 9 DOUBLE TOP PLATE HEADERS o DOUBLE TOP PLATE Header Bracket I--1 ROOF RAFTER 4(2) #H2.5c Simpsan Strang-Tie Jack Stud HEADER ANCHORAGE STRAP00o # LSTA 21 ® Each End of Header Board o 16 - IOd Neils. (Total # of Fasteners) ' so Simpson eltrong-Tie mpson Strong-Tie30 Long Minimum Simpson Strong Tie Header Hanger RIDGE BEAM RAFTER TO STUD STRAP P PLATE TO STUD STRAP# MTS12 ® 16" O.0 at each Rafter 12- 3.112"@Each End of Header07- 10d x 1-1/2" Nails ® Rafters e located at each diagonal12-16dnais@stud7- tod x 1-1/2" Nails as Studsrner of vertical stud ® 16" 0 C. 6- 16d nails @header - Sd Nails ® Stud TO HE INSTALLED ON EXTERIOR SIDE OF FRAMINIG - 8d Nails @ Plate ACK STUD TO BE INSTALLED ON INTERIOR AND EXTERIOR SIDE OF FRAMING A RIDGE STRAP NUI UbLALt B RAFTER STRAP NOT TO SCALE TOP PLATE STRAP NOT TO SCALE E HEADER STRAP NOT TO SCALE F HEADER BRACKET NOT TO SCALE NAILING SCHEDULE Table 3.1 1995 SBC WFCM High Wind Edition H PRESCRIPTIVE DESIGN SECOND O PLO. - VEL N Joint Descnption Numberof Nails Ned Spacing A',x ,&g i -orrT 0 DOUBLE TOP PLATE V ��_" V' - ' �� A N ? � r ••"d +r c-tJ; r U J O G Rafter to Top Plate (Toe-nailed} (see Table 3.3A) per rafter Cashing Joist to Top Plate (Toe-nzrled) (see Table 3.31 penins[ Paralle Rafter O O O Calling Joist to Cling Joist Lap over)Partitions(face-nailed) (Foewa led) (see Table 3.7) each lap O O Collar Tiem Rafter (Face•nailial (see Table 3.4) per ne rl GROUND end 2- d each Bim roc m Rafter oemailca 801 aft (T ) FLOOR LEVEL g � 2-16d each end Rim lHoard to Rafter(End-nailed) ® SP2 CONNECTOR ' 'e 4q-' fri11iS v:') c c1�' O # �,` - S' i{x i Ris Y V,it= . ' .�'� p iSsn„ xA. rti A - 'f, • 1� OC 1 O �- 2-16d per foot O _ Tap IPlate b Top Plate ns (Facarinco 'e-16d joints-each side 2-16d 24"too. N (n Top]Plates at Intersections (Facanailed) i' � STUD 2 X 10 WOOD BLOCKING St°dliertoHto Stud derobacnailed) (� - Hu dler to header(Face-nailed) '- liked 16"o.c,along edges U N (� @ 4'-0" O.C. 2-16d per 2x4 stud Vl LAST TWO BAYS TopmrBouamPlatetoStud (End-nailed) 3-16d tp stud W N 4-16d 'aer'per DO 2x$stud rrTT � �( Bottom Plane to Floorjarst,Bandjoisa Endjora orBlocking (Face-ngrled) 2-16d'-' per foot F"r"y w y,. , r, 6' @ayi ,i"s G, tdiiirl 1 ' ''r4 ij ' yH1 ,nrniin ' rE in I G TOP PLATE BRACKET NOTTOSCALE H FLOOR BLOCKING NOT TO SCALE Jaisina$,iu, oistTop(Toe-nailed) fr°� nm!cd) 4-ad eacfalh Bridging to Joist (Toe-nled) 2-Bd each end �r..� BlocNdng m Jost(Toe-nailed) n-Sol end (� shielding to Sill or Top Plate(Toonle `Va) 3-16d each block Nem Trex Oeclun ,Color TBS ledgle(Strip to Beam(Faconarled) 3-160 each joist � � Ly F-I g Deck Jaisk Joist on IsAger Co Heam(Toe;nlW) 3-8d pci t'r'1 CV Banal Joist to Joist(End-nailed) 3-J 6d 0 U N Band Joist to Sill or Top Plate(Toonmled) 2-16d' per foot a-•r Ori �) v kBDB2-214 Post Cap s t r', i vii At O N Netv2x BDec'e Jalst Ql6"O.C' Stmct4,relINNE.panel; ed (see Table 3.8) ,3 New(2)2 x B Deck Band Jmst Dragmhal Board Sheathing New Z Max LUS-2B-Z Joist Hangars 4x4ACQPMt 11"W"or Vi 2-8d pan 3-8d per support ort 1"x10"or Mrder pPort Extra Zinc with hot dipped gelvanned 14 nolle. ��mk js� ik Clnil s 1 llfl'i�' �, xii" Gyps"Wallboard 3d centers; T"'edge/]0"'field ® 4ABU44 d Past Base ®' -u � ,r.y,t Structural Panels 8d ' (sea Tattle 319) Fiberboard Panels DECK JOIST HANGAR 12"da Sona-Tubs fi"Mtn above 7/ane 6d 3"edge/6" fall Grade and 3.0"Min below Grade 25/32" Sol 3"edge/fi" field Gypsum Wallboard Sd coolers 7"edge 110" field Hardicoard 8d ' (see Table 3.9) W PartimleboordPanels - 8d '(see Table 3,9) r/] PORCH JOIST HANGAR NOT TO SCALE IJ POST BASE NOT TO SCALE Diagional Board Sheathing 1"x6"ail"x8" 2-Sd Per support 1"x10"orwider 3-Sd per,support RK is I T'Structural Panels ' . . Corner studs.Typical at all corners and continue to second Floor greater h $a e' edge/ 6" field es Simpson Strong Tie: Floor to Masonry Fastener#PHD5-SDS3 @all greed Sheat in Told s'edge 6"field cC Diagonal Hoard Sheathing l - 1"x6" or 1"x8" 2-8d pan support Bu Retrofit Bolts connected t x 3 to Wood Framing with (2) RFB#x Building Corners. 14sds114' 1"x I0"orµ•idu � 3'8 Pas'g°PPort together with#CNW-5/8"X 30"long Noting requirements ale based on wall absenting nailed 6"an-center at the panel edge.If wall sheathing is nailed 3"on-canter at the panel edge r^ threated anchor bolt and 5/6"coupler nut with a 18" minimumo obi higher shear capacities, g requirements for smaro al members shall be doubled,.1 alternate connectors;such as ahgar Plates, t p, ea,nailm >� embedment into the masonry foundation. Install with Acrylic Expoxy shall The octal m maintain the load path. a5 per manufacturers SpeCIflCatlOn. Cornett to SHCOnd floor as Floor Joists foot.enwall locations is con[!niiqus over connected numbers,the tabulated number ofnails shall be permitted lobe reduced W 1-16d call per required with Strong Tie Rod System. Location to be coordinated in foot. U the field. Sole Plate - -� o TABLE 8301.2(1) rn Cd e CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA H OJ O Plywood Subfloor Wind SUBJECT TO DAMAGE FROMa•% Ice shield Double Rim Joist GROUND! SEISMIC winter underlay- Sole Plate ;1 SNOW DESIGN Frost line Design inert Flood F y ' Lpgp SPEEDe(mph) CATEGORYu Weatheringa depths Termitec Decays pf n O rn Tem - required hazards / ,p ouble Band Jo r Sill Plate 4 2�Y mph P> �P�uY. ��" a5 o rl�, ' b r�� No b6A � Plywo 00 Joist For SI: I pound per square foot=0.0479 I:N/m-, 1 mile per hour= 1 609 Ian/h. 518"x 18" Long Anchor Bolt W/3 x 3 x 9 J n. Weathering may inquire strength concrete or grade ofmosonry than necessary satisfy the structural requirements ofthis code.The wen[henng column - Sill Plate #LBPS 516°Load Bearing Plate sholl be filled'in with the weathering index(i.e.,"negligible,"`moderate"or-severs")for concrete as determined from the Weatliering Probability%lap[figure n R-301.2(3)] Tlhe grade of masonry units shall be determined from ASTM C 34,C 55,C 62,C 73, C 90, C 129,C 216 or C 652. DRAWING NAME @ 42� D.C. with 12 mIDImUm 6The Eros[line ulepth may require deeper Cooungs than indicated in Figura 8403.L(L).The junsdmhon shall FII hr the Frost Imo depth column with the minimum embedment to be cast in place. depth of fortune. below Mush grade SIMPSON c. The lurisdictim l shall fill m this part of the table with`very heavy,""moderate to heavy,"`slight to moderate,",or"none to slight"in accordance with Figure R301 2(6)demanding on whether there has been a history of local damage. CONNECTORS / o d T1lejurisdictican shall fill in thispartof the table with"moderate to severe,""slight to moderate,"or"none to slight"in accordance with Figure R3012(7)depend- DIAGRAM d ing on whether there has been a history of local damage 8L DETAILS a e. Thers odretion shall fill m this patter the table with the wind speed from the basic wind speed map[Figure 8301.2(4)].Wind exposure category shall be deter- mined on a site-specific basis in accordance with Section R301.2.1.4. F. Refer to Table NI 1012 "Winter Design Dry-b Ib Temperature"column. DATE SCALE g.Thelurisdietion shall fill in this part of the table with the Seismic Design Category determined brain Section 8301.2 2 1. FEB,2D05 AS NOTED Poured Concrete Foundation Wall In Tlielunsdmhon shall til l in this part ofthe table with(a)the date ofthe)urisdiction's entry into the National Flood Insurance Program(date ofadoption oftlie first code or ordinance for management of flood hazard areas),(b)the delete)of the currently effective FIRld and FBFA4,or other flood hazard map ado laical by-the DRAWN BY CHECKED BY community,as may be amended.i. Poured Concrete Foundation Wall s F " R301 2(s f around snow lad C y CHIC Civic F. 5",a„ i �P "r , qL• (F Pi MGR JOB# RESIDENTIAL CODE OF NEW YORK STATE v -"t ai� -cth O CMC 'J1]G4, ti{ �( PULL DOWN DEVICE (Raised Floor) NOT TO SCALE � ANCHOR PLATE NOTTOSCALE "OTT°SCA E N9T�0'2623 �°�� z ST- 1 -- -- - - A ST1 A ST1 CA 2 x e COLLAR TILES @ a'0"0 CS,20 Ridge Beam to Rafter Strap with Z' 12"minimum coverage on rafter with Q Cc ROOF CONSTRUCTION a minimum of 6 -Bd nails on each end q ASPHALT FIBERGLASS ROOFING of strap into roof rafter. SHINGLES OVER 30N BUILDING FELT OVER 112"EXTERIOR GRADE F" B PLYWOOD -0 ST1 Roof rafters to be connected to studs with WE 1s^Rao CEILING INSULATION Double top plates to be attached MTS12 on the outside v, to studs on the interior side with H2.5A with 31Od toe nails Simpson Take Up Ceiling joist to be toe nailed IGG Washer into double top plates and roof rafter. WALL CONSTRUCTION TF BEDROOM = BEDROOM VINYL SIDING OVER^TYVEK' II #2 °a #3 OR EQUAL OVER U2"PLYWOOD H WITH 2x6WOOD STUDS @16"O.0 Simspon StrongTieRod System for ST1 WITH R-21 INSULATION High Wind Resistance to run continuous from SQUASH BLOCKS second floor top plate and anchor into foundation wall. Typical at each end of LEADERS GUTTERS AND D corner of the building. Refer to hold down device. $Ti LEADERS FASCIA WITH CONT VENTED SOFFIT Every vertical stud to be strapped(Typical) Q EIFIG SECOND VINYL SOFFIT CS20 30" Long Strap F ST1 ,l FLoo�R LEVEL � REFER To DRAWING Sal FOR : II Band joist �- SIGH WIND DESIGN sIMPSON STRONG TIE #LTP4 @ 16"O.C. Band Joist to Sill Plate Z FAMILY m LIVING 5.L2 R.21 WALL INSULATION Lateral Tie Plate 12- 18 d x 1.112"nails 0 ROOM ROOM 314"CORE PLYWOOD sou ASH BLOCKS POST TO Window header U SIT ON SIMPSON COLUMN BASE ON 12.CIA POURED CONCRETE FOOTING <L REFER TO ST-1 FOR DETAILS O $Ti DIG'Rao FLOOR INSULATION (2p 314"X 11 71T LVL GIRDER ON 3"DIAMETER STEEL COLUMNS ON 111 Window 24' TVX1'A"POURED +001TI O enin CONCRETE FOOTINGS IJ 11 P gEvery vertical stud toSTV 11 be strapped (Typical) m #CS16 Each Stud to Band Joist FOUNDATION WALL CONSTRUCTION Coupler Nuts U ~ N connection with 22-10d x 1-112 Nails BOTHICKUNDA POURED CONCRETE CELLAR FOUNDATION STEEL Sole Plate ! REINFORCEMENT G,F011NDz:LzW WATERPROOFING FLo�LEL� II _ Plywood SubfiocrLLLJ O exlsCONTINUOUS POURED Band Joist F� W coNcaETE FoonNO ;11 #LTP4 @ 16"O.C. Band Joist to Sill Plate N O pp Lateral Tie Plate 12. 18 d x 1-112"nails " N PHD hold down device to I run continuous and anchor Sill Plate !_'�"'? 'V N into foundation wall. d / lr-� CIA OT G o N SECTION DIAGRAM ELEVATION NOT TO SCALE NOT TO SCALE W cC W cd 41 Z "o : z H od `d o U ca'0 ^ X01 rrOn GO�--� DRAWING NAME SIMPSON CONNECTORS DIAGRAM & DETAILS DATE SCALE FEB,2005 AS N OTED � E°®@3-'Y� DRAWNBY CHECKED BY CMC CMC PRICT MGR 70B# CMC Si 9>, 012623 � 0 2 ST-2 BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: / /0� � APPLICANT: ; , 'i �-, - 7/� DATE SUBMITTED: * $�/_/W_% SCTM#DISTRICT: 1,000, SECTION: 4�p ° , BLO 'K: , LOT: /0, /,� SUBDIVISION: Jj ADDRESS: W CtJS 0Q CITY: - C�l� e -�� ZONING DISTRICT: CONFORMING? BUILDING PERMITS OPEN/EXPIRED: PRE CO, YG�BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED ill® NOTES: LATS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83; REQ. LOT SIZE: -'416 rACT. LOT SIZE:2o, 64REQ. LOT COV. g Q ACT. LOT COV. REQ. FRONT -yo 5q® PROP. FRONT 7Z;�'—REQ SIDE )r _ACT. SIDE �d REQ. REAR 1-5b PROP. REAR REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COST: )aA_A_A HT rmENGINEER: �/A) Q WATER FRONT? ` /6 DESCRIPTION: - PANEL # ®FLOOD ZONE:® BULKHEAD? - - DISTANCE? APPROVALS REQUIRED SUFFOLK COUNTY HEALIH DEPT: YES or NO, (BED#): DTE:.) ,PERMIT#:00-0,�=00 .3_ TOWN SEPTIC RECEIPT•'nor N SEPTIC CERTIFICATIO : Y 045'7®:NEW YORK STATE DEC: PRE-DEC 9/1/75 YES or DTE: PERMIT#: SOUTHOLD TOWN TRUSTEES: YES or DTE_ /_/_ PERMIT#: TOWN ZONING BOARD APPROVAL: YES 090DTE:_/_/_ PERMIT#: TOWN PLAN. BOARD APPROVAL: YES o DTE _/_/_ PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES ore) NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): YES or NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: c,2- SF SECOND FLOOR: G, SF OTHER: SF WIT OTHER TOTAL TOTAL: SF FEE FEE ;MFEE 1. �-I SF)- SF = �(` j SFX$ 1)=$ 1'U+$ JS $ 2. _SF)- (SF)= SFX$ =$ +$ +$ 3. ( SF)- ( SF)= SFX$ _$ +$ +$ =$ FINAL TOTAL: $ : NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:45 Wind Speed: 120MPH eismic Design Category: B Weathering: Severe Frost Depth: 36" Te ifn t M-H "_./ Decay: S-M Design Temp: 11 Ice Shield Underlay: Flo d�-azards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: . pr- TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/P -SCRIP J� FULL FRAMING DESIGN EL;STUDS- NT.*`y//N HEADERS: Y/N W Y/N GIRDERS: Y/N CEILING JOISTS:Y/N R JOISTS:Y/IN. ROOF RAFTERS:Y/N LUMBER SPECIES AND GRAVE:Y/N DESIGN LOAD CALCULATIONS: Y LIVE: Y/N DEAD:Y/N SNOW:Y/N- SEISMIC:Y/N WIND:Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F. /N LIGHT 8%:O/N VENT 4% t NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM/&/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALC6/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE)