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Home My WebLink About36626-Z u-- fFOLt Town of Southold Annex 11/2/2012 P.O. Box 1179 54375 Main Road 0 Southold, New York 11971 '~'":T:I Yirr tY. CERTIFICATE OF OCCUPANCY No: 36030 Date: 11/2/2012 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 455 Douglas Street, Orient, NY, SCTM 473889 Sec/Block/Lot: 26.-3-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 7/25/2011 pursuant to which Building Permit No. 36626 dated 8/15/2011 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Additions & Alterations to a Single Family Dwelling: Kitchen, Washer/Dryer Area, Family Room, 2 Bedrooms, Bath, 2 - 1/2 Baths, Deck, Terrace, Awning, Mechanical Room, Unfinished Attic Storage, as applied for. The certificate is issued to Krasanakis, Babis & Josephine, Maria (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 36626 8/23/12 PLUMBERS CERTIFICATION DATED 10/16/12 Mario Lanson Auth d Si ture. TOWN OF SOUTHOLD. BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY i:lSfrr3Ll.Li BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit 36626 Date: 8/15/2011 Permission is hereby granted to: Krasanakis, Babis & Josephine, Maria 2063 Homecrest Ave Brooklyn, NY 112292711 To: Additions & Alterations to a Single Family Dwelling; Kitchen, Washer/Dryer Area, Family Room, 2 Bedrooms, Bath, 2 - 1/2 Baths, Deck, Terrace, Awning, Mechanical Room, Unfinished Attic Storage, as applied for. At premises located at: 455 Douglas Street, Orient, NY SCTM # 473889 Sec/Block/Lot # 26.-3-2 Pursuant to application dated 7/25/2011 and approved by the Building Inspector. To expire on 2/13/2013. Fees: CO - ADDITION TO DWELLING $50.00 SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $1,222.00 Total: $1,272.00 Builds g Inspector f Form Mo. 6 TOWN. OF SOUTHOLD. BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be fill~d 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 2110 of I% lead. . 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance-from architect or engineer responsible for the building. .6. Submit 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 Ggmpleted application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling .$50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00: 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of.Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5_ Temporary Certificate of Occupancy - Residential $15.00; Commercial $15.00 Date. New Construction: Old or Pre-existing Building: (check one) - Location of Property: 455 1~0 U L, S ~~fC Q r\ / C_ Al /V Y House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one v> V Q D Fee Submitted: $ ICS G ~~~~1, 4~3f cl, aS'~ aa _ Applicant Signature Zoo 6 ~ Y /V Oct 17 2012 12:4GPM PINTO'S GENERAL CONTRACTO 7183323710 p.3 OCT 2 3 2011 ~OV goUD L BLDG.DEPT. TOWN OF SOL'THOILD Town Hall Amm Telc ho 54375 Main Road[ P(~i31.) 765-1$O~ P.O. Box 1179 G a~ a~ax (631). 765-9502 SoaciioK New York 11971-0959 Call BuT DING DEPARTMENT TOWN OF SOUTHOLD CERTIFICA'FIQIN Date: 10 l 6 - I Building Permit No. b (Owner: LIc_ )-7/5 M,A (Please print) Plumber A.+<.._ l Fl I~Z 4 (Pleas~• print) I certify that the solder used in the water supply system contains less than 2/10 Of I % lead. nature) Sworn to before me this day of 2U _ A2 Notary Public, County ANN-MARIE PAPPAS t4ory Public, State of New Yait No.o1PA5065384 ouellw in Suffolk County A osmmisslon Expires Septem?~et S' ~i i SO!/ryOlo Town Hall Anncx y Telephone (631) 765-1802 54375 Main Road Fax (631) 765-9502 P.O. Box 1179 co Southold. NY 1 1971-0959 ~ • ~O roper. richert(a)town. so utho Id. nY. us COUNV, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Josephine Krasnakis Address: 455 Douglas Rd City: Orient St: NY Zip: 11957 Building Permit 36626 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Donnellt Electrical Inc License No: 4993-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 46 Ceiling Fixtures 19 HID Fixtures Service 3 ph Hot Water GFCI Recpt 10 Wall Fixtures 3 Smoke Detectors 4 Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures 22 CO Detectors Sub Panel A/C Blower Range Recpt 1-40 Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt 1-30 Emergency Fixture Time Clocks Disconnect 200a Switches 30 Twist Lock Exit Fixtures TVSS Other Equipment: 200a overhead service, 2-combination smoke/co detectors, 1-exhaust fan, 5-ARC fault circuit breakers Notes: Inspector Signature: Date: Aug 23 2012 81-Cert Electrical Compliance Form.xls i ho~~pF SO Town Hall Annex 41 l~[ Telephone (631) 765-1802 54375 Main Road y (631)sou 765 g5oQ2 . P.O. Box 1179 roaec richertCdtownnv.us Southold, MY 11971-0959 °VIlnl,i BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: \,J~?JnltS 1.t t+u~]a.Y Date: 3 2 tz Company Name: V)0" eLW 1c--- f~G Name: License No.: l~y~f j MC Address: S RNnlanlD(,,,~- /L© STD 04ZX N 11?9.0 Phone No.: (6~ I Y6 q 0-1-7 JOBSITE INFORMATION: (*Indicates required information) *Name: JC15e'P0I,+iGSNPrK/S' *Address- t1 ~ N(.PafS Rb 041cwr rJY ll9.t"7 *Cross Street: *Phone No.: 3Y7 /96 S`] 22 Permit No.: Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) rrof'44 - 't *Is job ready for inspection: YES / NO Rough In . V Final *Do you need a Temp Certificate: YES / NO ~ nl~ Temp Information (If needed) *Service Size: 1 Phase 313hase 100 150 L 2W' 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Se vefiead Additional In rm tion: PAYMENT DUE WITH ON 82-Request for Inspection Form pF SOUly06 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING STRAPPIN [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: L c9~ DATE g / INSPECTOR pf SO~Tyo c TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION 'FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) y REMARKS:je~ -3 m ' A'a DATE a 1 INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ]FOUNDATION IST ROUGH PLI3G. FOUNDATION 2ND INSULATION FRAMING/ STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION RESISTANT COONSTRUCTION FIRE RESISTANT PENETRATION M q. ELECT ROUGH) 7ELECTRICAL ~F REMARKS:- elf.- DATE- _INSPECTOR lo, o ro4f ENO' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ]FOUNDATION I ST ROUGH PLBG. FOUNDATION 2ND INSULATION FRAMING /STRAPPING FINAL FIREPLACE& CHIMNEY FIRE SAFETY INSPECTION FIRERESISTANTOONSTRI.ICTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR ~pF so TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECPON [ ] FOUNDATION 1 ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRIC (ROUGH) [ ] ELECTRICAL (FINAL) i REMARK . l - d DATE q y INSPECTOR r4f so TOWN OF SOUTROLD BUILDING DEPT: 765.1802 INSPECTION [ ]FOUNDATION 1ST [~]~RYGII PLBG. [ ]FOUNDATION 2ND [ NSULATION [ FRAMING /STRAPPING [ ]FINAL [ FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION I l FIRE RESISTAtR CONSTRUCTION [ C4-FIfiE RESISTAlR PFNE7RATIQN [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) RKS:Ci C~l c,'z+ U A -A 3 ~ DATE ~S ` ~ INSPECTOR hO~~pE SOUly~~ N I-V TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. ( ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL ( ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE ~3 w INSPECTOR J (a ~ ~ oF so~ryo~ TOWN OF SOUTHOLD BUILDING DEPT. 65-1802 z INS'P ON [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRIC L (ROUGH) [ ] ELECTRICAL (FINAL) z REMARKS: to J tl DATE 9//~ r INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS E ?d 77 r FOUNDATION (1ST) - ----N_w-_.,--------------- ca FOUNDATION (2ND) ROUGH FRANDNG & y PLUMING 60 INSULATION PE1t N. Y. STATE ENERGY CODE s FINAL 4 CL.l MOM= ADDITIONAL COMMENTS . N 7 ~I? • /s-- O ~O S 144-.-D - z rn 1 Z - Oy LI l' TOWN QF' SOCTUOtM BUILDING PER]1t tIT APPLICATION (IfECKLIST t , RUELDING DEPARTMENT Do you hww or need tiles fatkaawaag_ betbre appl'yW TOWN HALL. Bawd of Ii n U O SOUTHOLD,.1NY ttg"Ft 4seasofEkuldingPams YES FAX: (63t) 7,65-9M 3 6( a b SOWN y e-s ewiLNewWF6d att P'TrIIBMtT Nr:. Clim- N Septic Forme E Trustees v ~ ~ g- . x,,11 p ~ a oa~J9 0 App-lied JUL 2 5 2011 t,.: 1 *1 ?4 • M h 9-Gt(Q tkt, . t - ©6i Expinati>am ?a ?j BLDG. DEPT. ` TOWN OF SOUTHOLD Rol~i[ifiar~ lttbpex•tor A PPLICATtGN FOR 6UtL1fJtLNG PERMIT Datc uov~ Iq 2!0,-V tNSTRUCTIONS a:. lhi s a jlumn WJTsT be c:mw&w*, fulled. in by typewriter or in iL and such rmfted to the Bamldm hwpLdor with 4, sets; of puns, accumm F plain to seadle: Fee awcocdmg to scheduk., b. PlImt pkm showwmg koratwn a# Lot and of dhOtdd mgs on pmmiwn, relatwns&W to a 4eul mg prrmi es or pubtic streets or awes;, sird w rw2 ys, e 'I'tw w c avcmd bMw tt ap pd vAtom mix meat Cbe cormrnenced befew m w:mnce of Building Pernum. d. LJ!peam appmNal of this appkat t. the Building brqw Ox wiSl issue a Building Permit t- the aWke:amt. Such a permit shaR he kept on thr pammics avah6 for wSpecct aff thmughmA the ward.. e. Nk sill, be ocettpied or used ire whole or n pan for an-w pEUpc what so ever utird the B"ding InspeLioa issues, a Cettiitocatie of tIompm y'.. f Fvery bwUng permit sita moire if dv work authorized has not com nwrtc ed within E2 rme nths after the dine of issmmrc.e or Fiat been wI*M I lI Mough S feomr S MA &a te, iff no 7or"I@ • , is or other regwiatii ris a4iiw mg Ilhe. property hmwe beem enwW im tk i terima, Elbe Hu tkt Imcspeam may atab uize, in writimg, the e;!ctenwirn v€ the permit for an s ham stv mood s, Ifihereafber, a mrw permit sIv be reetu nL. APPUCFt,T'DON IS HEREBY MADE to the Hu ding went for the issumce of a Otwtfdimg. Permit pursuamrt to the Buddmg Zow Ontimnae of vbc Towm of Smdw&L Suffolk Cry, Nkw; York and caber ap{r k4b0e Laws, Eames ac EVE s;. a WliEicuJ.m or ,rlteratrexts or for memm. at cm demolitiom, is, berew described Tf[he. be D tl lih, • cabk- k ws_. ordirianec s; lbuilkimg cock hatismg cow., arid. regwtda~s_, said to afrma 4 kuw fkm Weess try Mpectwns. QjgE, A SSOGlary1 ,s Twe, S igt me of apptieart or. mime- if a corporaia1m ) kl3 N. M A9, (N,, ~i_ -ems ~t `Y ~t~S3 BLDG. DEPT. CLtaGai;llnaddcoCapi decamp) T W OF SO JHOLD zigLmt„ an-bitc c t, engim nc rall Lo ntractor. elec-irkia a• plhurmtber or builder ~i C-s~\~E ~ ~t w~cro (Z Name of ojwa-freer ofPremiws < < 1~ w (As on dw t rtA w latest [f ec.•arnt is a uc~m SMALFre ofaiatlly auuthorizLd officer S7 ~--Isyl v V_ stc~~~T > (Nda= and bilk of wrporate olTTuerk- iawi&n Li,,mw c INo 471-7 ~ q I" f Plumb ets Li tnse No. 1 Q F1kc:trici s Lim Nix, 'r Other Trader License Ilia. t. Location ofland , which proposed work: willl be dam:. O R ~ ~~1 L qo~ y0(ALks Po • f l4ouse Niutmtl Struct "arnlet c:otirtty T Map No. 1000 Scctiord _r,05 Lott b 2- Subdiw isiors Filod llLap Alka_ LoA 2_ State existing use and oc:c upww of pm mnises and intended use and occupy nc~y of proposed c umstruc;tiaon- a. (Existing use and occupancy VA'<4 •IV K) RVVSe b. Intr ftedl use and axaLWdum y V pt-r-e- 1 Oh) l-EyU-. C 3- N,a wx of werk (check- cwhitch appllbc b4L-:: Nk;:ev- Building Addlaitm Alteration Repairer Removal EX-mot'ttion Dtk,-r Work (Dupttiortl k Estimated Cost ~ Ip 0, 0 00 • b O [Fee (To be paid on 1n`Fit g this application 3. I1' dk elfirn n weber ezf Awweilling units N w nber ofdwwellling uniNs on each filer If garage, number of cars 6. If business, commercial or mixed occupamc-y. specify nature and extent of each type of cse. N ~ A - 7. Dimensions of exi sting; struak:tur°s if any : l reran L./ Bear l' / I^ptlFn ( / Height 141 Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories Ii. li)imensaonsofentiremcww-L mmtruiLvi nr Front 6"o RcW, ptk' 3 / Height 2 Z / Number of Stories 9-- 9. Size orr lot: Front b Rear d lIkpth Mgt t 110. Date of Pttrchase y -Name of Forme-r Owwner t e tJ L~ S 1 11, Zone or use district in which, premises are situated S(~t,fi FIO~ 112. Does propersctit const'ructio n violate any zoning law. ordinance;: or regulation? YES_ NO 12. Wilt fcrt be re-graded? YES N(? kWill excess fill be removed from premises? YES_ NO, X v4tj 260 . N ~ 6-0481 V* Names of'ncr ofp :,mnisWs 5 ' 1 ~1 t (T~VGgcdw<t~~s;s Lf'('dO An/Fi~Rer No- 119-33 Name of rc hitec-t 1K1 K& 560C/M'E5 ranaC Addiesti I • Ff 4Ptrtrrtre Nex -O Nasnte. of ContraLtor R KE ASEt r ~ ddtL-s No. - E5 a,. Is this, prvpert~ within 110 fed afa d", wwe iand or a fiesh water wwelaua! *YES. NO x * IF YES. SOUTTHOLD TOWN TRU'S'TEE'S' & D.E-C. PERMITS MAY BE REQUIRED- b. Is this pnVicetg within, 300, feet erf a tiiW wwetlan(r? * YES N)fJ_)t * IF YES,, D.E.C. PERMITS MAY BE REQUIRED. 116. Provide survey, to sw:ale, with accurate foundtation pfan and distances to property I;ine: IT, ff"elevation at any point on property is at 10: feet or bellow. must providde toposg aphicat data on+ survey'- 1, & Are duxu any; c ovt mramts and restrictions with respect to this prupe rtN" * YIES N(? ,x/ * IF YES PROVIDE A COPY_ STS:rE OF NEW YORK): SS: C( (jKly OF t :2ytz [bet duly sworn-, deposes w4 says thm (s)fw it tine applicant (Tune afra&vidual `aAgtunng contract) above namedl, (S)Ffe is the C;PJ(~i 0 CriT~ OF (Conwac wr„ Agmu, t: cnnporac Offwtm etc, of said owner or owners, and is duty n Aoriiz d to perfkmmr oir have perfannwd the sad: wv~rtk ad felt thin aptpa'icaticnm. that all stat nt& contained in thu applirati are truce to the beq craft leis nwvl annd that tf~w ww w,ilil be performed in the manner set &mh in dw aMliw•au m filed tttc' twit[ S~WVmvn; ore me tlxics, PASCALE NICOLAS dray" of (7 2ty~tary Public, State of New y No. 01 N16197113 Qualified in Nassau Cou c fission Expir icant Notary 173 N Marginal Rd Jericho NY 11753 Q September 26, 2012 Town of Southold Building Department BLDG. DEPT. g TOWN OF SOL'TFIO! D 53095 Main RD - PO Box 1179 Southold New York 11971-0959 REF: 455 Douglas Rd (26-3-2) Dear Sir/Madam This is to certify that the 2°a floor roof and decking installed at above referenced location is satisfactory and acceptable. Please call me if you have any further questions regarding this matter Of t Truly 5 tit Syed Rizvi P. r _ $ ? ~Fp ~ vc, President 077562 A NP ROFESS\~ ~f PH: (516) 932-0625 FAX: (516) 908-4037 i Town of Southold 00 'p, Erosion, Sedimentation $ Storm-Water Run-off ASSESSMENT FORM PROPEIM LOCA1110N: IMT.111.411: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISMON OF A 6-D,% 2-6 03 02- A GRADING DRAINAGE AND EROSION CONTROL PLAN MEMO-,; 'moo - -Gr-- CERTIFIED BY A DEa1GN PROFESSIONAL M THE STATE OF NEW YORK. i SCOPE OF WORK - PROPOSED CONSTRUCTION ITM # / WORK ASSESSMENT' Yes No a. What is the Total Area of the Project Parcels? Will this (Include Total Area of all Parcels local within r^ Project Retain AN Stone-Water Run-Otf the Scope of Work for Proposed Construction) ZQ v Generated by a Two (2") Irk Rainfall an Site? b. What is the Total Area of Land Clearing (S.F. iAaes) clearing item will Include all run-off created site ring and/or construction activitiet;ities as well as all ' and/or Ground Disturbance for fie proposed - Site Improvements and the permanent creation of construction activity? (S.F. / Acres impervious surfaces.) ) 1 PROVIDE BRIEF PROJECT DESCRIPTION tProhkta Addlinem r,o.... weedeel 2 Does the Site Plan and/or Survey Show AN Proposed Drainage Structures Indicating Size & Location? This Item shall include all Proposed Grade Changes and /'Yl) D i5' l O K ® F- 7fi d G-009-, Slopes Controlling Surface Water Flaw. 3 Does the Site Phan and/or Survey describe the erosion ~L CrO 1`. O ACV O -1 {+4~ and sediment control practices that will be used to control site erosion and storm water discharges. This Item must be maintained throughout the Entire I. Construction Period. 1 eot U _ 4 Will this Project Require any Land Filing, Grading or F_xcMdon where there Is a change to the Natural ? u Existing Grade Involving more them 200 Cubic Yards Ul of Material within any Part? Will this cation 5 Appi Requite Land Disturbing Activities Encompassing an Area in Excess of Five Thousand x (5,000 S.F.) Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the Site? Is this Project within the TnAtees jurisdiction a 1< General DEC SWPPP Regul a mm ts: orwithin One Hundred (100') feet of a Wetland or Submialon of a SWPPP is required for ell Construction activities involving soil Beach? disturbances of one (1) or more acres; inducting disturbances of less than one acre that T will there be Site preparation on Extistirtg Glade slopes are part of a larger common plan that will ultimately disturb one or more acres of land; which Exceed Fifben (15) feet of Vertical Rise to t~ Including construction activities involving soil disturbances of less than one (1) acm where One Hundred 1 the DEC has determined that a SPDES pemit Is required for storm water discharges. (00'j of Horizontal Distance? ( SWPPP'a Shall most the Mlnlmwn It"uIrements of the SPDES General Permit S Will Driveways, Paridng Areas or other Impervious for Stone Water Discharges from Construction acd ft - Permit No. 4312.019.001.) Surfaces be Sloped to Direct Storm-Water Run-Off a 1. The SWPPP shall be prepared prior to the submittal of the NOL The NOi shall be into and/or in the direction of a Town right-af-way? submitted to the Department prior to the commencement of construction activity. 2. The SWPPP shall describe the erosion and sediment control practices and where Q WNi this Project Require the Placement of Material, required. podconstrucaon storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any a i constructed to reduce the pollutants in storm water discharges and to asw 9 Item Within the Town Right-0f-Way or Road Should compliance with the terns and conditions of this pemiL In addition, the SWPPP shall Identify potential sources of pollution which may reasonably, be expected to aged the Area? (rtbms Nan war won nndbbde iM khenatlhelon of Ddvs.rq ApwhaJ quality of storm water d w harges. NOTE: E Any Answer to Questions One Bsough Nine is Answered with a Cheek hark 3. All SWPPPs that require the post-construction stone water management practice In a Barr and the construction she isbebnnm la between 3;4100 S.F. a I Ann in area, component shall be prepared by a qualified Design Professional Licensed In Now York a Stombalfa er, Qadkbg, Drainage & Erosion Cookol Plan Is RwpkW by the Town of tat is knowledgeable In the principles and practices of Storm Water Management. Southold and Mast be submitted for Review Prior to issuance of Any Bearing Permit POM: A Clw* Mark wWw Answer for such Queeam Is R WkW for a Cmpkes App%erion) STATE OF NEW YORK, OF `.~/~...I SS That Y . N..l.i ~j.................... being duly swom, deposes and says that he/she is the applicant for Permit And that he/she is the i.~, (pwner, Cantracmr. Agent Corpaeta 4>flloer, eoej CATHY MO MN Owner and/or representative of the Owner or Owners, and is duly authorized to perform or. d PiaMl To* d make and file this application; that all statements contained in this application are true to the best E~tras"ce and that the work will be performed in the m ner set fords in the application filed herewith. C01 1 Sworn to before me this; . f . . ...day f , 202. Notary Public:........... • (Sknekaa of Appgcant) FORM - 06110 U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency Expires March 31, 2012 National Flood Insurance Program Important: Read the instructions on pages 1-9. SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name MR. GEORGE KRASANAKIS Policy Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIL Number 455 DOUGLAS ROAD City ORIENT State NY ZIP Code 11957 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) 1000-26-03-02 A4. Building Use (e.g., Residential, Non-Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 41 DEG 07 MIN 56 SEC Long. 72DEG 17MIN 44.2SEC Horizontal Datum: ? NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 1366 sq it a) Square footage of attached garage 500. sq ft b) No. of permanent flood openings in the crawlspace or b) No. of permanent flood openings in the attached garage enclosure(s) within 1.0 foot above adjacent grade 0 within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b 205 sq in c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? ? Yes ® No d) Engineered flood openings? ? Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State SOUTHOLD, TOWN OF 360813 SUFFOLK NEW YORK B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 6310300068 H Date Effective/Revised Date Zone(s) AO, use base flood depth) 9/25/09 AE EL 6 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ? FIS Profile ® FIRM ? Community Determined ? Other (Describe) Bl 1. Indicate elevation datum used for BFE in Item 139: ? NGVD 1929 ® NAVD 1988 ? Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ? Yes ® No Designation Date ? CBRS ? OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ? Construction Drawings' ? Building Under Construction' ® Finished Construction `A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones Al-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item AT Use the same datum as the BFE. Benchmark Utilized Vertical Datum NAVD 88 Conversion/Comments Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 4.9 ® feet ? meters (Puerto Rico only) b) Top of the next higher floor 8.6 ® feet ? meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) - - ? feet ? meters (Puerto Rico only) d) Attached garage (top of slab) 61 ® feet ? meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 18.7 ® feet ? meters (Puerto Rico only) (Describe type of equipment and location in Comments) 0 Lowest adjacent (finished) grade next to building (LAG) 4.8 ® feet ? meters (Puerto Rico only) g) Highest adjacent (finished) grade next to building (HAG) 5.9 ® feet ? meters (Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs, including 5.9 ® feet ? meters (Puerto Rico only) structural support SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION - This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available.l O TZ understand that any false statement maybe punishable by fine or imprisonment under 18 U. S. Code, Section 1001.[D CO a T ME Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a Or C~ licensed land surveyor? ® Yes ? No Certifier's Name JOHN T. METZGER License Number 49618 s `a Title LICENSED SURVEYOR Company Name PECONIC SURVEYORS PC Address 1230 TRAVELER STREET City SOUTHOLD State NY ZIP Code 11971 4g6~0 ct Fp sv Signature Date 10/11/2012 Telephone 631-765-5020 LAND L-0 f FEMA Form 81-31, Mar 09 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 455 DOUGLAS ROAD City ORIENTState NY ZIP Code 11957 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments Signature Date 10/11/2012 ? Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E7-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items E1-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ? feet ? meters ? above or ? below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is El feet ? meters ? above or [I below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ? feet ? meters ? above or ? below the HAG. E3. Attached garage (top of slab) is ? feet ? meters ? above or ? below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ? feet ? meters ? above or ? below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ? Yes ? No ? Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community-issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the hest of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ? Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. G1. ? The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ? A community official completed Section E for a building located in Zone A (without a FEMA-issued or community-issued BFE) or Zone AO. G3. ? The following information (Items G4-G9) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ? New Construction ? Substantial Improvement G8. Elevation of as-built lowest floor (including basement) of the building: ? feet ? meters (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ? feet ? meters (PR) Datum G10. Community's design flood elevation ? feet ? meters (PR) Datum Local Official's Name Title Community Name Telephone Signature Date Comments FEMA Form 81-31, Mar 09 Replaces all previous editions Building Photographs See Instructions for Item A6. For Insurance Company Use: Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 455 DOUGLAS ROAD City ORIENT State NY ZIP Code 11957 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. fir. Alp- Y 9~1N F r ~ S' ~ ilg : ' i _ S s. i 2A. lTMMi t s b' Zck Building Photographs Continuation Page For Insurance Company Use: Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 455 DOUGLAS ROAD City ORIENT State NY ZIP Code 11957 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." 4 1 Inn tu!' z Nor" f loo - V YTrLr6 'L Y I I .z . • APPLICATIOt4 # PAGE I of 4 TOWN OF SOUTHOLD rLOODPIAM DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION 1: GENERAL2RQVISIONS fAPr, iCANT In read and sittnl- 1. No work amity start until a pem4 is issued. 2 The permit may be revoked if any false statements art made herein. 3. If revoked, all work must tease until permit is rc-issued. 4. Development shag not be uwA or occupied until a Certificate of Cocapliance is issued. 5. The permit wil! expire if fro work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fuW111 local, state Lad federal regulatory requh=cnts. 7. Appl'ieawt her* gives conseal to the Local Administrator-or his/her representative to make t-asouabla laspecsiom required to verify compRisce. 8. I, THE A PPUCANC', CERTIFY THAT ALL STATEMENTS HEREIN AND IN A-I'TACHMI NTS TO . THIS APPLICATION ARE, 1.0 THE DEBT OF MY KNOtVLEDGE, "TRUE AND ACCURATE. (APPLICANTS SIGNATURE) DATI - - f! ECr1ON 1: PROPOSEQ DEYF,I ENT 0- f T - c corn irjrd by AP LIP CAh'~ - --NAME - - ...AOO>5 - 111-1,01HONE A-PPLICANT R?1 .ISIS via, ~ ~'I~t~l-w~ ~~€ttctto ~l~`43?-0(~~ BUILDER A--<,S OlfWAIOC P, ENGINEER PROJECT` LQCAT1dN: To avoid delay is processing the application, please provide enough information to easily idcatlfr the project location. Provide, tiro street address, lot outaber or legal description (artach) and, outside. urban areas, the distance to the aeartst iuterscctiag road or wctl-knowo Li3dmarit. A sl:etcb attadled to this application showing the project location would be helpful. Zt~N~ -"ow r4 OF Scous~fot-17, u~~o~L rt( N D N>,oLK Lp 0 2 Ft)P(93) LL /9 # Mt9069151 6ti 94'll-£0-BO APPLICATION PAGE 2OFa DESCRIPTION OP WORK (Check all applicable boxes); A. STRU(-TUph4t_pEVE1w.OPMENT......_ G?~, (V' -y a r5' P VC T.~TY?E 0 New Structure A Residential (14 Family) 0 Addition 0 Residential (Marc than 4 Family) 0 Altaratioo 0 Non-residendal (Floodprool-mg? 0 Ycs) 0 Rcioeation 0 Combioad Use (Residential & Commercial) 0 Dcmdution ' 0 Maaufactured (Mobile) Home (Io Maou- 0 Replaenment facturad Homc I'vItT 0 Yes) ESTIMATED COST OF PROJECT S O, 600 • B. OTHER DEVELOPMENT ACTIVITIES: D Fill 0 Mining © Drilling 0 Grading 0 Excavation (F=cpt for Strum! Development Checked Above) © Watercourse Alteration (InduXog Drcd&g and Channel ModiPeations) U Drainage Improvements (Including Culven Work) 1 0 Road, Strou or Bridge Construction Ij 0 ~tvLsioa (New or Expansion) O dual Water or Sewcr Sysmui JJJ 0 Other (Please Specify) Aflcr compicting SECTION 2, APPLICANT should submit form to Local Administrator for review. ECTION J: FLOODPLAIN DETERMI ATION fTo be ca d by CAL ADhfIMT 7 TO The proposed development is 6catcd oo FERM Paact No. , Dated The Proposed Development- 0 Is +D= located in a Special Flood Hazard Area (Notify the appilcant that the application review is complete and NO FLOODPWN DEVMi OPMFNT PERMIT IS REQUIRED). 0 E loeatcd in a Spedal Flood Hazard Area. FIRM zone designation is 100-Year flood elevation at the site is.'' Ft. NGVD (MSL) C] Unavailable C~ The proposed development is located to a floodway, FHFM Paacl No. Datcd 0 See Sr_ction 4 for additional insirurtioas LL /L # L£01?8069151 lti 5G'll-£0-80 APPLICATION 4 PAGE ] OF 4 $ ' d. ADD Y1 L tNFOftAtAT10N (t£QUIREl~ To hc.colete by LLSLtU ASTfiAr~ 'rhe apl75ea-n1 must submit the documents checked below before the application can be proce5scd= O A site plan showing the location of all c)dstiag structures, water bodies, adipecnt roads, lot dimcosions and proposed development- 0 Development plans, drawn to state, attd spccifitatigns, including where applicable: 4CCI is for anchoring structures, proposed elevation of lowest floor (int:ludiog basemont), type --s of water resistW materials used below the first floor, details of floodprooE'ing of ttaties located below the lust floor and details of enclosures below the first floor. Also 0 Subdivision or other dcvelopmcnt plans (If the subdivision or other development erxt:eeds So tots or S sues, whichever is the lesser, the applicant west provide 100-year flood elevations if they are not otherwise. available). 0 Plana shoving this extent of watercottt•se relocation atad/or laadform altaradons- C] 'fop of new fill elevation ~ N, NGVD (MSL). ? Floodproofir+g protection level (non-residential only) _.Ft t4G•VD (MSL). For floodptoofed structures,-uppOcant must attach certification from r-&crod =g;:nccr or architect. Cl C_ertlricatioo from a'rcpastered engineer that the proposed acdxi in a regulatory lloodway will not result in.any iavease in the height of Chd 100-year flood. A copy of all data and tilcylatioru supporting this finding must also be submiucd_ O Other. E 1 S. PERMIT DETERMIN Tl N cc cd A I T I1 [ have determined that the proposed activitp: A. 0 Is B. d Is not in conforataace with provisions of Local L,aw tF , 19~• The permit is issued subject to the cooditions attached to and made part of this permit- SIGNED PATE If BOX A is ehe~, the Local Adniiaistrator may issue a Development Permit upon paymm of dcsignalcd fee, BOX B is elite ed, the Local Administralor will provide a written suromary of deficiencies. Applicant may revise and resubmit an application to the Local Adroinistraior or may requtst a bearing from [be, board of Appeals, LL /8 # L80tr80696S1 lti 5l lI-EO-80 TOWN OF SOUTHOLD CI RTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPE.CIA.L FLOOD FIA7A LD AREA _(O.Vnq-TER MUST RETAIN[.. THIS CERTI.Fl. PREMISES LOCATED AT- PERMIT NO, 12. PERMIT DATE^ OWNERS NAME AND ADDRESS: CHECK ONE: 8 CI NEVI' BUILDING . ;aTkjCISTING BUILDING ~ Q VACANT LAND T TIE FOCAL ADMINISTRATOR IS TO COMPLETE A. 0E7 B. BELOW! A. COMPLLkNCE IS HEMUY CERTIFIED WlITI 114E REQUIREMENTS OF LOCAL LAW # , 19._. _ SIGNED; 0ATEI?: _ B. COMPLIANCE IS HEREBY CERnFIED WITH rn E REQUIREMENTS Off" FOCAL LAW #19_1 A.S MODIFIED BY VARIANCE DATED SIGNED: DATED. C.(C(93) L4 /ll # L60tr9069L9L 4tr 5l 11-60-90 P 3-// T. ,P~,~~ ; , ~ ~e ia~~ ~ 3 , ?~rd~ G30 a 173 N Marginal Rd Jericho NY 11753 August 5, 2011 Town of Southold Building Division 53095 Main RD PO Box 1179 Southold New York 11971-0959 REF: 455 Douglas Rd (26-3-2) Subject: Septic System Certification Attention: George Gillen Dear Mr. Gillen The septic system for the above referenced premises has been inspected and found in sound condition for use of a 3 bedroom house. If you need any further information do not hesitate to call undersign Thanking you Truly Syed Rizvi P.E. President jo _OF \ EDN~q, 0 0 M N Q 10 0 - 62A 90FFSSlot"4 PH: (516) 932-0625 FAX: (516) 908-4037 A& Qo P,., 2~~'a 173 N Marginal Rd Jericho NY 11753 _ Efl, D August 9, 2011 AUG 1 p 2011 Town of Southold Building Division 53095 Main RD PO Box 1179 BLDG. DEPT. Southold New York 11971-0959 TOWN Of NUTHOLD REF: 455 Douglas Rd (26-3-2) Attention: George Gillen Dear George As per our phone conversation I am enclosing the following items for your review. 1. Septic System letter 2. I complete set of plan 3. 3 sets of additional drawings shows vents from crawl space 4. Certificate of liability, workmen comp. and disability insurance 5. Erosion/storm run off form completed 6. Flood plain permit application, completed 7. Copy of Suffolk county license I hope this meets your requirements and a permit will be granted Thanking you Truly Syed Rizvi P.E. President PH: (516) 932-0625 FAX: (516) 908-4037 Mr3E,, , Q ,,a 173 N Marginal Rd Jericho NY 11753 March 18, 2012 Town of Southold Building Division 53095 Main RD PO Box 1179 Southold New York 11971-0959 REF: 455 Douglas Rd (26-3-2) Attention: Patricia Conklin Dear Patricia We are hereby submitting the amended plans for the above referenced project, The elevation drawings are also submitted for all u gos ogrWc4 4110 to ftw} lg change. We have strictly followed all NYS code requirements Please review the attached plans and grant approval of the sap}e, so too flnaI ipspect}ap cap be arrange. Thanks you for your attention to this matter Truly Syed Rizvi P:E President U, MA' % 0 BLDG. DEPI. TOWN OF SOUTHOLD PH: (516) 932-0625 FAX: (516) 908-4037 *pF SOUryOlo Town Hall Annex Telephone (631) 765-1802 54375 Main Road Pax (631) 765-9502 bm- P.O. Box 1179 Southold, NY 11971-0959 ~~4UNTY,Nc~ BUILDING DEPARTMENT TOWN OF SOUTHOLD September 17, 2012 Babis Krasanakis 2063 Homecrest Ave Brooklyn, NY 11229 Re: 455 Douglas St, Orient TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: "Note: Before C of O can be issued, need certification - see enclosed inspection ticket dated 9/13/12 Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of $50.00. / Final Health Department Approval. y Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT: 36626 - Addition/Alterations *pF SO~jyolo Town Hall Annex Telephone (631) 765-1802 54375 Main Road Fax (631) 765-9502 P.O. Box 1179 met" Southold, NY 11971-0959 Z 11 q cou BUILDING DEPARTMENT TOWN OF SOUTHOLD September 18, 2012 Babis Krasanakis 2063 Homecrest Ave Brooklyn, NY 11229 Re: 455 Douglas St, Orient TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: "NOTE: Before C of O can be issued, need certification - See enclosed Inspection Ticket dated 9/13112. Also need final Elevation Certificate from your Surveyor. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of $50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411/84) Trustees Certificate of Compliance. (Town Trustees # 765-1892) ''S 4inal Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT: 36626- Addition/Alterations CERTIFICATE OF LIABILITY INSURANCE OP ID MC DATE(MMIDDIYYYY) 08/04/11 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: the certificate holder is an ADDITIONAL INSURED, the policy s must be endorsed. 1 SUBROGATION I WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME: PHONE THE ROBERT C. MANGI AGENCY INC ,%C, No, Ext : L-FROUL 152 MINEOLA BLVD. ADDRESS: MINEOLA NY 11501 CPRODUCER USTOMERID#: RIKEA-1 Phone:516-294-1072 Fax:516-294-1764 INSURER(S) AFFORDING COVERAGE NAK # INSURED INSURER A: PREFERRED CONTRACTORS INS. CO. 12497 Rike Associates Inc. INSURER B : 173 N Mar inal Rd Jericho NY 11753 INSURERC: INSURER D : INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER (MWDD/YYYY) (MWDD/YYYY) LIMITS POLICY Eff POLICY LAr GENERAL LIABILITY EACH OCCURRENCE $1,000,000 A X COMMERCIAL GENERAL LIABILITY PREMISES (Ea occurrence) $ 50 , OOO CLAIMS-MADE OCCUR MED EXP (Any one person) s5,000 PCIC5025-PCA69391-MA-02 06/21/11 06/21/12 PERSONAL &ADV INJURY $1,000,000 GENERAL AGGREGATE s2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $1,000,000 X POLICY PROJECT LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ANY AUTO BODILY INJURY (Per person) $ ALL OWNED AUTOS BODILY INJURY (Per accident) $ SCHEDULED AUTOS PROPERTY DAMAGE $ HIRED AUTOS (Per accident) NON-OWNED AUTOS $ $ UMBRELLA LWB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION - - AND EMPLOYERS' LIABILITY Y / N TORY LIMITS 1 10 ER ANY PROPRIETOR/PARTNER/EXECUTIVE / A E.L. EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? u (Mandatory in NH) E.L. DISEASE - EA EMPLOYE $ If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, AdditIonal Remarks Schedule, If more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE vaTH THE POLICY PROVISIONS. TOWN OF SOUTHOLD TOWN HALL ANNEX BUILDING AUTHORRED REPRESENTATIVE 54375 ROUTE 25 PO BOX 1179 SOUTHOLD NY 11971 ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25 (2009109) The ACORD name and logo are registered marks of ACORD y-- i New York State Insurance Fund Workers' Compensation & Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR, 2ND FLR, MELVILLE, NEW YORK 11747-3166 Phone: (631) 756-4000 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ^^^^^A 10711112 RIKE ASSOCIATES INC 173 NORTH MARGINAL ROAD JERICHO NY 11753 POLICYHOLDER CERTIFICATE HOLDER RIKE ASSOCIATES INC TOWN OF SOUTHOLD,TOWN HALL 173 NORTH MARGINAL ROAD BUILDING DEPARTMENT JERICHO NY 11753 53095 MAIN RD, POBOX 1179 SOUTHOLD NY 11971-1179 - - - - - BY T POLICY H 1372 403-4 CERTIF6IC 08E0 NUMBER PERIOD ,CO 2ERED TO 1HI CERTIFICATE 8/5DA01E THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1372 403-4 UNTIL 11/22/2011, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF SAID POLICY IS CANCELLED, OR CHANGED PRIOR TO 11/22/2011 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. SYED RIZVI RIKE ASSOCIATES INC ONE PERSON CORPORATION THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND Jt, DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www.nysif.com/certtcertval.asp or by calling (888) 875-5790 VALIDATION NUMBER: 212689516 U-26.3 J STATE OF NEW YORK WORKER'S COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW PART 1.To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier 1a. Legal Name and Address of Insured (Use street address only) 1b. Business Telephone Number of Insured RIKE ASSOCIATES INC. 516-932-0625 1c. NYS Unemployment Insurance Employer Registration 173 NORTH MARGINAL ROAD Number of Insured JERICHO, NY 11753 4698045 1d. Federal Employer Identification Number of Insured or Social Security Number 010711112 2. Name and Address of the Entity requesting Proof of Coverage 3a. Name of Insurance Carrier (Entity being listed as the Certificate Holder) The First Rehabilitation Life Insurance TOWN OF SOUTHOLD Company of America 3b. Policy Number of Entity listed in box "la": BUILDING DEAPRTMENT DBL205859 Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold NY 11971 3c. Policy effective period: 10/21/2010 to 10/20/2012 4. Policy covers: a. All of the employer's employees eligible under the New York Disability Benefits Law b. F] Only the following class or classes of the employer's employees: Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits insurance coverage as described above. Date Signed 8/5/2011 By ~~d 4f (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Title Chief Executive Officer IMPORTANT: If box "4a" is checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier, this certificate is COMPLETE. Mail it directly to the certificate holder. If box "4b" is checked, this certificate is NOT COMPLETE for the purposes of Section 220, Subd. 8 of the Disability Benefits Law. It must be mailed for completion to the Worker's Compensation Board, DB Plans Acceptance Unit, 20 Park Street, Albany, NY 12207. PART 2. To be completed by NYS Worker's Compensation Board (Only if box "4b" of Part 1 has been checked) State of New York Worker's Compensation Board According to information maintained by the NYS Worker's Compensation Board, the above-named employer has complied with the NYS Disability Benefits Law with respect to all of his/her employees. Date Signed By (Signature of NYS Worker's Compensation Board Employee) Telephone Number Title Please Note: Only insurance carriers licensed to write NYS Disability Benefits insurance policies and NYS Licensed Insurance Agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT audwized to issue this form. DB-120.1 (5-06) //11b{r `11NNNI/IN1111/l/ry ,11111N1111//////11r1/ 1111111111111{1111/ H/1N11//111{//r Nf/ „NNIIIIII/Ill/{fl 111111!111111{1f1 - / 111 11N I/// 11111NIH 1 11111/1 1111111////1//1r/ff _ 111111\111////////1/ll ,1111111N/////1/{H/ 1/ / ,111111111111111111111 11111111' _ ' ' NII1 1111 ~ 11111 IUI 11111 ~ 11111 ~ JIIII i111 ~ lull ~1 1111 f// lull 1//// - - - - OF Fo C, C0- - T 11 I"A i3~S~t0 _ cxesl ; t r~liin arcard ce i r~c~= ec~ t e-~raviscans o applica = la:, , U4,cs --_'r - ~at38ns-a~ -Mate-o-~I~~~u for- i~ her -ic~nsed-to-earednct-brz~iness_as~)'I9~I IA~P-RO~E~1~~T-EO1~T~~A-C~'OR-' ~t12e-~ ~t ~ uff - ddat~o~~l-Business _ J~ ` 11111 11t1 11111 1111 ill ~Itll~ Itlh -Till 1t11 itll VIII 1H11/11 /r~N{/II/llNIIIII,N yl/q{/R///HINNN1j1 rfN/111//////1111NII11 /Nl/p{//1/11/1/NIIIj1, /r/I/fl11/11/NNlllll'1 f/1/11/{1111///1111N1I /ggrlR 1 INN //r11 / IN1 /rq NI //fl N //r/ NN,, \ / 1/1/N1N ///I//IINII 11 0//1//Ni/11N /r1//1//////1N111 II/r/1//1//1/1Nll r1 llll//~ 6. P. # 36 bat BUILDING PERMIT EXAMINER CHECKLIST.jS ate Submitted: Date Reviewed: o ~5P T/ LLc Applicant:3 Owner: o~ 1Q ,67 ' L .A ct/Engineer: It '-f L_ Estimated.Cost: SCTM# 1000 - -3 - a" Subdivision: Zone: Conforming? ~ t Property Address: ~-5 --S ~ `1'eA a el ~ ~ City: Pre COs? 40 Building Permits (Open/Expired): BP /VOA/4/ Go Z- ' , Info: BP -Z / C/o Z- , Info: BP -Z / C/0 Z- , Info: BP -Z / C/0 Z- , Info: BP -Z / C/0 Z- , Info: Single & Separate Search Required? Y o etermination: SToRMW4T-r_-R Ruts-aFF ACV REQ. Lot Size: ACT. Lot Size: SOD -e : REQ. Lot Cov. a° °Jd ACT. Lot Cov. 0 li~ REQ. Front -3 ACT. Front .5 ttREQ Side /o ACT. Side rI4 REQ. Rear 3S PROP. Rear REQ. Heig t. ACT. Height p R E 6t . BOTH SIDES A C T~~ pp`f° Pro'ect D crip on• ~ 1 ~ ~ ~ ~tnr{~.~- ~ u~~ Waterfro ? Y or ~ ~ - ~ If yes, water body: Panel# 6 $ Flood Zone: f1E~ ulkhead/Bluff~~D~iIttaa ,p C ETC D) A w/w ADDITIONAL APPROVALS REQUIRED ALAN S (4f) SIGNED, SEALED a(\SURVE.Y If County Health: Y oa---- If yes, *Bed#: *Date: *Permit# Town Septic: Y• Nl~ - If no, certification required: Y or N Received: Y or N By: NYS DEC: PR&DEC 9/1/75 Y 00 Date: Permit or NJ Letter - Notes: Southold Trustees: Y of NN Date: Permit or NJ Letter - Notes: Southold ZBA: Y o UN Date: Permit - Notes. Southold Planning: Y orbV- Bate: Permit - Notes: Town Landmark C of A: Y o TE: *NYS CODE compliance (page 2): Y or4 GoNTRA_c ,0R ll«NS' 6 A15/4 LIT a 21AB 1A/o/2kWENS CoaIpENS -/0Al Notes: v T ° 1 ON V r 7Y y , d - - 47 l d - 37 Fee Structure: Calculation: Foundation: SF a-3 0,5- X $ 00 First Floor: _501. SF + Initial Fee: $ 0 0 , 0 O Second Floor: 0 SF 5 0 + Additional Fee $ Other: SF SF X $ , Total: 13 0S SF ~L'f L, , X , 4o ' + Initial Fee: $ + Additional Fee FL oo D : $ 0 0. O V C of o FEE ~•'Q0 AS BUILT FEE TOTAL: $ 1 0 ® NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: .Ground Snow Load: 20 Wind Speed: 12OMPH Seismic Design Category: B Weathering: Severe Frost Depth: 36" Termite: M-H ' Decay: S-M Design Temp: 11 Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: YIN WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: YIN FLOOR JOISTS: YIN ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N ti LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM& LOCATION OF DIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS(6/N (RESCHECK) a-o f p TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) CNJ( REScheck Software Version 4.4.1 Compliance Certificate Project Title: 2ND FLOORADDITION Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached 1 or 2 Family Project Type: Addition/Alteration Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 455 DOUGLAS ROAD NY SYED RIZVI SOUTHOLD, NY RIKE ASSOCIATES 173 N MARGINAL ROAD JERICHO, NY 11753 (516)932-0625 RI KEASSOCIATES@YAHOO.COM • Compliance: 48.5% Better Than Code Maximum UA: 293 Your UA: 151 The % Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross Cavity Cont. Glazing UA • • • D•• Perimeter U-Factor Ceiling 1: Flat Ceiling or Scissor Truss 1456 30.0 20.0 31 Wall 1: Wood Frame, 16" o.c. 1507 11.0 13.0 56 Window 1: Vinyl Frame:Double Pane 116 0.350 41 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 1456 30.0 30.0 23 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been des' ned to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.1 and to comply with t a tory req irements listed in the REScheck Inspection Checklist. D-T~2t ~ I Ky i P 10Zvi Name - Title Signa ure Date ~p~(6 OF N ED 0 A X562• A O~FSSIMI Project Title: 2ND FLOORADDITION Report date: 06/16/11 Data filename: C:\Users\fabian\Documents\REScheck\455 DOUGLAS RD.rck Page 1 of 1 I N ~ Q SURVEY OF PROPERTY AT ORIENT ~ TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y, 1000-26-03-02 SCALE: 1'=30' APRIL 27, 2010 e o o• ~Iro 00" ? oX P~ G ? PC ,ti9 a~ 5~ ~ 00 004 ,rya ,~y \ O• 20 0 0~Ja~/ A` LP rG ry 14- o 10 4A 0 If\P 2 ~ s •o P a FLOOD ZONE, AE el. 6 Ip FIRM 3610300068 H 9125109 e~ ~ 65,~g4 ~yp S = MONUMENT OFIEav • r PIPE AREA=17,500 SQ. FT. 618 ANY ALTERA77ON OR ADDI77ON TO THIS SURVEY IS A VIOLAT10N P ECONIC \S A OF SEC77ON 7209OF THE NEW YORK STATE EDUCATION LAW. p 631 7655020 0 ~-1797 - EXCEPT AS PER SEC7701V 7209-SUBDI NSION 2. ALL CER77RCA77ON S HEREON ARE VAUD FAR THIS MAP AND COPIES THEREOF ONLY IF I P. 0. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON SOUTHOLD, M Y. 11971 10-133 GENERAL NOTES NEW YORK STATE ENERGY CODE ZON ZONING CALCULATIONS UNLE55 OTHERWISE NOTED. GENERAL CONDITIONS OF THE COKTW FOR CONSTRUCTION. PREMI5E5 PREMISES: 455 DOUGLAS ROAD. ORIENT, N.Y., 11957 CHAIN LINK FENCE FENCE , 10 0. 0 0 1 DEER FENCE ALA DOCUMENT-201 SHALL APPLY. HEAT AND POWER DURING CONSTRUCTION SHALL BE PAID (ROOF (HIP) THERMAL RE515TANCE5, R BLOCK: BLOCK: LOT: FOR BY THE OWNER, THE COKMACfOR 511AIL OBTAIN CERTIFICATE OF OCCUPANCY, SECTION: SECTION: DISTRICT: - X i SU5WTION SHALL NOT BE MADE WITHOUT WRITTEN AUTHORIZATION BY THE ARCHITECT. THE AIR MOVING .17 ROOF 19.00 LOT AREA: LOT AREA= (100.00 x 175.001) = 17,500.00 50. FT. i FREMISES SHALL BE KEPT REA50NABLY DUB! AT ALL TIMES, AT THE COMPLETION OF WORK, ROOFING ./4~4 EXIERIOK WALL 13.00 DMNG EXISTING MQM AWA I THE CONTRACTOR SHALL REMOVE ALL WASTE MATERIALS. TOOLS RUBBISH. LTC. ~C~LE~W~ ALL CONTRACTOR BUILDING PAPER oG GLAZING 1.50 FIRST FLO FIRST FLOOR = (21.9' x 25.3) = 554.07 50. FT. A~ GRASS AND LEAVE WORK BROOM CLEAN UNLESS OTHERWISE SPECIFIED. THE CONTRACTOR PLYWOOD DECK .78 ENTRANCE DOOR 2.50 SHALL CARRYWORKMAN5 COMPESATION AND GENERAL LIABILITY INSURANCE. ALL WORK AIR SPACE 2.06 CEUAR (LOWER) FLOOR 5.50 (12.2' x 31.4) = 383.08 5Q. FT. SHALL COMPLY WITH STATE p yAND LOCAL CODES AND ORDINANCES. THE CONTRACTOR SMALL G• BATTEN INSULATION 21.00 STAB EDGE INSULATION 5.50 (23.9'x 17.2) = 411.08 SO. FT. q( FULLYGUARANTMHI5WORKANDTHEWORKOFHIS5LOZONTiALTORFORAPERIODOFAT 5185HMTR= .56 FIRST FLOOR 12.50 (21.#x0,T) = 14.985Q.Fr. %F LE~A~SpTy ONE YEAR AFTER COMPLETION OF THE PROJECT UNLESS OTHBW%5PEOMED.ALL AIR STILL .62 TOTAL EX TOTAL IM5TING FLOOR AREA = 1,363.215Q.FT. ~Lx- -x-*_-X--X, WORK SMALL IDEMNIFY AND HOLD HARMLESS THE OWNER ARCHITECT. AND THEIR AGENTS WINDOWK AREA <24% OF (23.4' x 223) = 521.82 SO. FT. CHAIN LINK FENCE JK FENCE AND EMPLOYEES FROM AND AGAINST ALL CUVM5, DAMAGES, LOSES AND DME5, TOTAL 'R' - 25.69 > 19.62 TOTAL O WALL AREA INCLUDING ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERMFORMANCE OF V - EAR = 1125.69 -0.039 P I' WFQaED n (GARME AREA - NO COUM AS F.A.)) DISTRICT: THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR UPEN5E. A.15 ATTRIBUTABLE TO THE BODILY INJURY 51CKHE56, DISEASE OR DEATH OR TO INJURY TO FIRST FLOOR (ABOVE LOWEST): MISC. COMPONENT: 5ECOND f SECOND FLOOR = (25.3'x 9.9) = 250.47 50. FT. SECTION: (I 2.2'x 31.4) = 383.08 5Q. FT. BLOCK: OR DESTRUCTION OF TANGIBLE PROPERTY (O MERTHAN WORK ITSELF) INCLUDING THE L055 OF USE R15ULTING THEREFROM. AIR5TILL .61 (23.9' x 172) = 411.05 50. FT. I* B. 5 CAUSED IN WHOLE OR IN FAKE BY ANY NEGLIGENT ACT OR OMISSION Of THE FINI. FLOOR (AVEJ .25 INSULATION (21.4'x 0.7) = 14.98 5O. FT. LOT: mYA W CONTRACTOR ANY 5UBWNTRACT0R ANYONE DIRECRYOK INDIRGTLY EMFLOYFD BY ANY OAK (FIN.) FLOOPJNG(114') .94 R+4.17ANCH (17.8' x 22.39 = 396.94 50. FT. I OF THEM, OR ANY ONE FOR WHOSE ACTS ANY OF THEM MAY BE LIABLE REGARDLESS 0F BUILDING PAPER .06 R=4.17+2 8.34>5.00 WHETHER OR NOT T 5 CAUSED IN PART BY A PARTY ILDEMNIHED HEREUNDER ALL MATERIALS SUB. FLOORING .94 TOTAL PR( TOTAL PROPOSED FLOOR AREA = 1,456.55 50. FT. A56PMLIE5 AND MEIFIOD`' OF CONSIRUTION INCLUDING BUT NOT UNITED TO FORM -WORK AIR SPACE .85 TOTAL pp TOTAL OWING • P/~ROF~OBCD FLOOR MA BLOCK FRAMING. NAUNG, PLACING OF CONCRETE, ETC, ARE TO BE CAREFULLY SUPERVISED 3 516' BATTEN IN5UL 13.00 1,363.21 50 FT. MIMING) + I A%55 50. FT. (FROP108®) - BYTHE CONTRACTORTO BE SURETHATTHEYARE IN ACCORDANCE WITH THE DRAWINGS. INSULATION (R- 13) .56 1,363.21 2,819.76 5Q. FT. < 3,500.00 SQ.FT.: OK LL+ GV C SPECIFICATIONS, AMICABLE CODES AND GOOD PRACTICE, DEVIATIONS FROM THE 50 5HEETROCK .61 DRAWINGS, AND CONTRACTOR WILL NOT BE PERMITTED WRITTEN AUTHORIZATION OF THE YARD 4 51 ARCHITECT. THE CONTRACTOR SHALL BE RESFON5ABIE FOR SHOP DRAWINGS WHICH MAY BE TOTAL ,R = 17.82 > 12.5 YARD 4 5EfBACK5 REQUIREMENT5 (SECTION R-10) EX15TP FX15TING NEEDED. ALL DIMENSIONS AND CONDITIONS ARE TO BE FIELD VERIFIED. V = IAR = 1117.82= 0.56 MwNT ~MARDMD /~~y/y(yy~ I 1 STORY I 15TORY REAR 0 MIT YYAM-- 38.9'• OK ELECTRICAL FI EX> ENSI 0.1 ' UTEN51ON 0 (B) SIDE YARDS: IR1D SIDE YARDS = 2 TOTAL, 10.0 4 25.01 = 3501 y~ gMPCODES AND REGULATIONS. ~p~y y~ry ~ry~ MEW ~ AMP ~,p~ AND LEGEND °R~o lff/ COM i PROP05ED 51DEYARDS = 2 TOTAL, I 20.0 4 25.0 = 45.0: OK raw oarKK R 122 Ull ry~6~E. ~N' ' O D emcx WING b POWER ~W~ ~24ryG ryS~HApLRL B~EN ~MIN5IMpUTMry ~14 AWG. CONVENIENCE WTtT5 SHALL BE LOCATED I Y (Cj CAR) RFARYAM O~"~ pry~~~yp~ ry~py~//yy{/y MATrOKW _ PROPOSED 011N I 1 FINL5H®fftAOR UNlE550RfERNISE RN I q~f~,T®A SABOVE LXISTINGBRUCKWERIORWALL MFXTURES. OTf FINEST IN IN MUM OPENTMa OMn! NOOD PROPO FM AFD 35- 93. :OK a' m(unNG 14 FL FRAMING AND ROUGH CARPENTRY -i EB5TING WALLS TO BE REMOVED MAX. BU. MAX. BUILDING ARIA AND n 001t AREA RATIO MIXTION R- I ASPMLT MAX FLOOR ANAPA110- 20% I* 22.! 22.6 NEW 5ECOND JOISTS RAFTERS AND STUD SHALL BE 75 CONSTRUCTION GRADE DOUGLAS FIR 1350 F51, 25 NEU DTBNORWALLCON55M 2 x 4 WLTOD MAX. FLAT COMMON DOUGLA5 FIR 1200 P51. ALL WOOD 51115 AND WOOD M CONTACT WITH MA50NW STUDS A IP O.C., 112 GYP. BT., 3 E2 MAX. FLO MAX. FLOOR AREA MOM - 17.500 SQ. FT. x 20% = 3,500.00 50. FT. 5.01 s.a I HNG FLOOR ADDITION SHALL BE CIA TREATED AIL D(TERIOR 5HEATING SHALL 8E CON DOUGLAS FIR PLYWOOD rw GLASS ta"TEON WITH VAPoR 2,819.7GSQ.FT.<3,500.005Q.FT.:OK EXISTING NAILED GD® 12 O.C. AT LEDGES, GO 428'O.C.AT IATE01=NGFOINT5. BAMMX11)aemnWOOD5nw ROOF I STORY SUBAOORS To~B~E p~~ C= PLYWOOD NABID 8D @ C O.C. EXTERIOR SHEATING TO BE 12' COGHORPLYWOOD MTB4G, BUILDING GARKEA st j 349 55 COVERED WITH 1111.1~HOUSEWRAPORAPPROVED EQUALALLNAILS. 8115,I=, L' OKNOMMMSC0000 -x- r STRAPS, JOIST HANGEIS, AND OTHER FRAMING HARDWARE M BE MOyTIP-D/~/~PED GALVANIZED, DOUBLE UyPp J~OTS ~ISI,IJ p AROUND ALL OPENNG6 AND ~U@N DER FA TITION5. BU=57W WALLS AT I HR RATED PARTITION 2 x 4 WOOD STUDS AT 16' O.C. CID 2s a 23 z ~ 20.0 23.4 oPEN ewcic PoRrn ~c 12.9' 20.0' i STORY HUM AND AT ALL U~UPFORf® LI/{14J OF PLYWOOD. ALL CAP MAT15 TO BE WITH I LAYER 5W GYP. W. FIRE CODE X ON EACH DOUBLED AND NAILED I OD ® I ' O.C. NAIL BOTTOM CAP PLATE TO END Of STUDS - 51DE 0~i71NG ASMALT LAP CAP PLATEA AT CORNE5. TOE NAIL JOaf HANGL35 BY 1W OR APPROVED EQUAL ALL NEW TYPICAL INTERIOR PARTITION WITH I LAYER 5/6 COOMTOB'MINIMUM ) X451~0~D~5y~NAILED IGD024'O.C.ALONGTHREEFACES. GYP. 5D. EACH 51DE42x4WOOD 5TUD5® IG'O.C. HEADERS SHALLBE MINIMUM 22X GIE56 NOTED ON PLANS MINIMUM WINING FOR STU D5, ATTIC FL JOISTS ANN BEAMS SMALL 3)gUSED0UBIPJACK STUDS FORHGIDE5OVER IMFEET IN SMOKE DEECTORASPERLL.GWITPG:G.E. - - - - - - - - - - - - - DQ5TING 505TIN LENGTH. (BATTER! OFE APING) IN CONFORMANCE WITH ELECTRIC H.W.H. I m ASpNN ~ 505TING M A5PMT M WC ENTRANCES 4 CARBON MONOXIDE MIN 19 Of AL BEDROOM EXISTING TO BE RELOCATED PLUMBING NOTES So ~ ~~~~~y~~ D1~ ONE OIL FIRED FURNACE TO BE RELOCATED I.- AL PLUMBING WORK SHALL BE PREFORMED BY A LICENSED PLUMBHR AND SHALL CONFORM TO ALL CODE REQUIRDA NT5. 120 4 50 CFM EXHAUST FAN TERMINATE TO (NEW MECH RM.) 00. 001 2.- VENTILATION OF TOILETS SHALL COMPLY WITH CODE L NJ THE ROOF OR 10 FF. AWAY FROM WINDOWS 2nd FL. 3: PU)MBING AND MATERIALS COMR00ED INSPECTION SHALL COMPLY WITH N.Y.C. CODE. 4: ALL SOT, WyASTE AND VENT LINES IN FLOOR 2' AND LARGER SHALL BE E.H.C.I. AND - - - - _ - - - - _ - - - CTRICMETER-- - - - - - -EX15TING NEW "--F 100.00' AND SHALL /I. ~A~V~E CLEANOUT5 AT THE BASE OF ALL LINES. EX15TING ELECTRIC METER 5: ALL TOILET CONFARTMENI5 TO HAVE CDRAMIC TILE FLOOR AND 6' CERAMIC TILE BASE EXISTING DOOR ELECTRJC ELECTRIC STOVE DRYER WALL AND CEILING AS PERSECTION 7C M.D.L. AND SECTION D26-31.03 H.M.C. AND CEILING AS PER SECTION ~Y 76 M.D.L. 6.- TOILET TO BE PROVIDED WITE MECHANICAL VENTILATION (PROVIDE AT LEAST 4 CHANGES Of AIR PER HOUR OR MIN. 50 CU.FT. OF AR, AND SHAT BE PROVIDED WITH APPROBVFA EDGE OF PAVEMENT TYPE RW45TER AND TENANT OPERATED FAN W11FI FORE LINK DAMPER 85 4 A APPROVED NEW DOOR TYPE, PROPER GALVANIZED DUCT TO B:ODNNECTED AT DWNG. I st FL DOUGLAS ROAD CARBON MONOXIDE I . INATAUATION OF CARBON MONCMDE DEVICES IN BIIILDING5 QA55IMED IN OCCUPANCY RISER C GROUP (RE51DEN11W J-1,J-2 OR J-3 MWAM551LFUH.BURNINGFURNACE OR CONTROLLED INSPECTIONS 5ER DIAGRAM BOILER 5 LOCATED AND EVERY DWELUW UNIT IN A BUILDING THAT IS CLOSE PRO)(IMf1Y 5CALF. NT5. PLOT Nrs. PLOT PLAN TO A SOURCE OF CARBON MONDODE. AS SUCH PROAMITY 15 E5TABU5HED BYTHE RULE5 5CAIE : N.T.5. MT PVA5- SCALE : N.T.5. PROMULGAIMBYIMECOIMM551014MINCONSULTANTWITH THEFIRE DEPART" AND -STRUCTURAL SAFETY -51RUC1URN.STADUlY (BC 1704.19) R~ ROOF All cr.os,r.--.{ THE DEFAKRCW OF HEALTH AND MENTAL HYGIENE, 27-981.2(4 - FlRE5TOP. DRAFISTOP, AND FIRE N= SYSTEMS IBC 1704.25) 2- ALL CARBON MONO)ODE ALARMS SHALL BE INSTALLED AT LPf5T ONE APPROVED AND -FRAME IN5PEC(ION (BC 109.3.3) OPERATIONAL CARBON MOWDE DEVICE MMIN FIFTEEN FEET OF EACH ROOM LAWFULLY - I 03111/12 USED FOR 5IEEPING PURPOSES, 27-981.2(x) I _ ITV. # RNM DAlr NAME 3- SOLE CARBON MODE DEfECIM DEVICE MAY BE COMBINED WITH A SMOKE DETECTING 1 - DEVICE THAT COMPU05 WITH THE PROV151OZ Of THI5 TITLE AND ANY APRICAME RULES I _ PROMULGATED THERE UNTM3R. 27581.2 (x) RIKE ASSOCIATES INC. I I SMOKE DETECTOR NOTES GONTROLL.Et7 INSPECTION REQU112EMENTS= TO ATTI ATTIC FL - - - I- DWELLING UNIT SHALL BE EQUIPPED WITH SMOKE DETECTOR DEVILED RECEIVING THEIR TIMM r DILLADINS IrIWAS a WXDORM s?,A.i SL: 4=c rwoL LNO INe~re~c~rxo~N~w. ~xa~AOe ANo ymwmexa SV' oR 177. KMAN IM PRIMARY POWER FROM THE BLDG. WIRING AND THERE SHALL BE SWITCHL5IN THE uNOGR c"042=T Our"tVIS10N or AN Awcevrecr' oR ~~~~p~p~ INOINL:GR "wrAINCo wr cl M ~ANUT AOCIrT^yKm Tfl 1 f~ I alOp.IMIIT55 1G+RIgIOLOG45 ~ ~PROTECTING THE BRANCH CIRCUIT AR,C~NTr7mC:T c". ~R.L7 Crm'r Isanoxwr Ak Pm= CIRCUIT OTHER THAN THE OVMCURRIXT DEVICE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2- ALL SMOKE DMCTOR5 TryOyByEI~NSTALLED ,,.WANT TO RULES AND REGULATIONS ~ gb"AL L Se r9Lm Warr TNe AIORY IIIM qIM IIIM I IM III PEW I V4 I IM NEW NBV I LAVATORY I LAVATORY flow PROMULGATED BY THE COMMI5p1O~NERA~PPROVED BY THE 8. A. 4 5 OR BE U5~TE~/D~/• I ; IOIIEI lORfll A NBV 455 DOWAM ROAD BY A NATIONALLY RECOGNIZED INDEPENDED~ ryLM~ORATORYTHAI MAINTAINS PBOODIC TUB ? I INSPECTIONS OR PRODUCTION OR L15TED EQUIEFMBIT AND WM05E USICTING 5TATI5 I IR ~ I I II2' IIIG ORIENT. N.Y., 11957 3- THAT THE ND DEVICE SHALL BE DEEMED TO BE IN COMPLIANCE ONLE5515 OF EITHER 2NC - - - - - IONIZATION CHAMBER OR PHOTO ELECTRIC TYPE SUCH DEVICES SHALL BE IN ~p I fA. CDMFUANCE WITH EQUIPMENTS MEETS NATIONALLY RECOMZED STANDAR5. ENERGY CODE COMPLIANCE NOTES, PL01T PLAN, PLUMBING RM DIAGRAM, MECHANICAL AND DUCTS NOTES: FOR NEW YORK sTATE LAVATORY IIiM IIIM IIIW j IIIM Tm awl TOM Eft G0. RISER DIAGRAM, E ZONING CALCULATIONS TO BEST OF MY KNOWLEDGE, MEF ApNyDp P~R~DR550 AL pJU~~DG/M~ENT, I : MATERIAL OF DUCTS SHALL CONFORM TO RULE 24. THIS PWIS AND SPECIFICATIONS ARE BfBMPf FROM THE ENERGY CONSERVATION CONSTRUCTION CODE OF THE NEW YORK STATE U51NG 5M 5 NATURE: um 2. DUCTS SHALL BE SUPPORTED AS PER RULE 2G. CHAPTER 1, SECTION 101.4.2.4. I ' 3. DUC1-5 PASSING THRU FIRE WAU5 AND PARITTION5 IST q - X7. 15T. FL Q - - - - - I - H SHALL CONFORM TO RULE 29. I PtE OF N,wy R~ 4. FIRE DAMPERS SHALL CONFORM TO RULE 32. C.O. G0' FMA MAR 2 0 2012 D *5 yVED q,2` os Of f roo0 5. TERMINATION OF DUCTS SHALL CONFORM TO RULE 33. we mw BLDI OmCeA SLOG DEPT. i lI~IIQN G. EQUIPMENT SUPPORTS COMPLY WITH RULE 34. Towm Or SOUTHOLD AYr/CMa 7. EQUIPMENT 4 DUCT LAYOUT COMPLY WITH RULE 3G. RIKE ASSOCIATES INC IS NOT RETAINED FOR 5UPMVI5ION OF ACTUAL CONSTRU~C.pTION. THE ENGINEER SHALL NOT HAVE CONTROL OR CHANGE OF AND 5HAdL NOT BE RF5~ pONIBLE PLUMBING RISER DIAGRAM 8. AIR FILTERS TO CONFORM TO RULE 37. FOR CONSTRUCTION MEANS, METHODS. DEVIATIONS, TECHNIQUES. SEQUENCES VIA SCOPE OF WORK: 9. REQUIRED EXHAUST IS ACCOMPU511ED BY RAISING THE PROCEDURES OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE PRF55URE WITHIN THE AIR~~/C1ONDITIONED SPACE WITH WORK, FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR. SUBCONTRACTORS OR ANY TO ERECT NEW 5ECOND FLOOR ADI A-330-00 'LOOK ADDITION LEAKAGE THRU DOOR5 4 WINDOW5 AND BY DRAWING OTHERS PERSONS PERFORMING ANY OF THE WORK IN ACCORDANCIE WITH THE CONTRACT VITIATED AIR INTO THE RETURN AIR DUCT SYSTEM OF DOCUMENTS ALWAYS U5E DIMENSIONS AS SHOWN DRAWINGS ARE NOT TO BE SCALED. NEW CERTIFICATE OF OCCUPANCY' :UPANCY TO BE OI fu% THE AIR CONDITIONING UNIT RULE 43. OBTAINED. bA-Idlm0lpILA901101 I VI O ~DIO-OOq <-i' [ ]'-IOJ~ WOOD DDC~ UN~ AI~OVI: 25'-&~' I 24'-2,~ D~STIN~ 4'~ IvflL lOST ~ CONC, FOO~NG (12'x 12'x 4' DO'fl1) 2"xO* 0 I~' O.C. N~W(4) 2xl2 I /. BYt~2x 12WIX}O UVING ROOM J01~TO I~' O.C. N~V(2) 5 I/4x 12L~5 I 1'-7' NEW LOCA'IION Ol~ EXISTmNG §Fr. DROOM ~XI~TING CL. EXI..~TING FIP, ST FLOOR. PLAN 51MPSON I~J:kPTE R. CONNI=CTION~ OR 51tINGU~ ~ 51~JP~N~ AT OVI~tANG WttEN Gui 2 LAYEP, L~ OF 1/2' T/.~ PLYW~ I HOUP,. I=LOOP,. DETAIL lIRE 11~T:Ul. RI $19'r~, ~ L514,11-I C~.-G4 50Ull) TI~T,~ 124,7. 4-15-~ lC ,l TEST'.,.~'7 C ,t i~ a~12,.G, ,4-15-G5 2 0~11112 RIKE ASSOCIATES INC. 455 DOUGbN5 ROAD O~ENT, N.Y., I 1957 IqRST r'd~)R PLAN, (~ DETNL5 .~EAL ~ ,~;N~WI~: Ill/~ 03/l 1112 I .. R.50002 r.c Icee PANEL 5HEATING INSTALL wnoo as..loisr UNDERNEATH IF WITH LONG DIMEN5UI0N PANEL CLIP5. T 4 G ACROSS SUPPORTS. STAGGER VERTICAL JOISTS. r' SPACE NAILS 124 O.C. a , xooo rNne~s - - ~ G' O.O. AT ENDS (3-s• ncr.) - NOTE: ROOF SHEATHING SHOULD - ! - BE COVERED AS SOON AS POSSIBLE / - IC TI 0-6' nl rsh , rtrwaao5rrwING NUJ - - - - WITH ROOFING FELT FOR EXTRA PROTECTION AGAINST EXCE551VE rr OPEN TERRACE INSIRATION Q + MOISTURE PRIOR TO ROOFING rr - ROOF FRAMING vuouNerAence _ -3T-6'- - -3T-G M-NEW SECOND FLOOR INS FLOOR ADO ION ' PROTECT EDGES OF EXPOSURE O 1 4 2 OANEL5 AGAINST EXPOSURE II-7g' - c'-2k 5' 8' I I'-T TO WEATHER OR U5E EXiER 0R APA RATED SHEATHING PANEL STARTER STRIPS _ N ~ - mooruwAcow 1213'{lr4'{7 6W391ON6000RS Z, NNa ROOFING FELT I LEAVE k GAP AT ENDS AND EDGES UNLESS OTHERWISE o o N 5HINGLE5 OR 5HAKI25 RECOMMENDED BY MANUFACTURER mw roa(sNN fcZI tj U - C ON ROOFING. FOLOW L 3~ a ® EN ba ROOFING MANUFACTURERS ILET iwz+x RECOMMENDATIONS FOR 5'' I T3~" a~ ` b a WD. ROOFING FELTS NEW SECOND FLOOR ADOM NOW Yom NEW MASTER WOOD IMIT BEDROOM I I'-9 6-1k 5TAM a? WOOD WJ ? R AM 171.7+ 50.FF - HANDRNL UGK. 3532> 17.1750.IT.(ION - NDOruNebove - - VWr-. 17FA E.55,%Ff. (W 6 5ol,ti ~ I CYAL 0 0 _ (2)S47xN.U UAL ZVx5vi 1 ° I EW, ° 8q~ ti8_ i ~ O N y~ ~0 T Rab Rig ~ ® n4ol~ ~ i s wew nruenxmr gg m$® F NEW - NEW STORAGE AREA - - FAMILY ROOM +ti. p _ _ - - II I \ II NNXNl91I~1 Q F L LA IL NtWWOOD XAtOfJ46 r _ N I 1 N C*~ K 1146 I / 1 II (3''16' XGT.) N NEW CL. 112' GYPSUM BOARD. USE C I LAYER - 5/8' TYPE A GYPSUM BOARD - - N 1 \ II AVA- 136.97 SON CM b b , III 111 XM MOD> 13.69501f.(10%) AAA: 5" 50.rr ca SIDE. THRM. II( \II VW. 12A0>6M 5a.R. 0X4 .n 06f. 133.3>53.24MFr.C1074 - W.R. 1/2" GYP. BD. ® BATHRM. _ L - _ A ~ a0$T1N6 vFM: G6.6$> 29.1250.FT. RU ~ W cm* cp NEW o~ 36 i3A Q N L CL wa nn" °w~ ril 5ATT5 OPTIONAL Q - NEW - N[WPU1100'MI UDD~ I J6 ROOF - MATnCSPACE wv D30DW N oc~ 21-I NEW - ~ i NEW WW t=710N 107f BEDROOM /3 0 2'k 4" WOOD STUDS Q 10 O.C. 6' O.C. 3 5/d METAL STUDS ® I G% O.G. BlIm lor A ~ / A WATOtXNT9t \i NEW NIP i §L& AM 14227 sart c a - uart: 34M 3+A0> 1+.2290F. (IOy VCYf: 17.00> 7.11 50.F. CM 4 _ b I b N[WLOLATION Of 6A5 r_b - ~r~racenrucE co ~AN~?~~ 1] ~ a NEW MECRANICAL ROOM \N t'asd=rte ~ / , 2'x W Wak rx I(r 140k A16-0/c INTERIOR PARTITION 1 MR INTERIOR PARTITION wDODRWM J wow XVT M (NO ZU M6, BkW ON GA GOO fUfWP4136, 85545) 1 MfuftAaM 5W 55-321. NEW SECOND FLOOR ADOMON BASKET STRAINER z 3 03/11/12 W. # 1V.r1.,J1~J1~ DATE NAME PROP05ED SECOND FLOOR PLAT RIKE ASSOCIATES INC. rGLnTEK R PLAN NA15 OUTLET 1TER ou= 5CAif lµ' = l'-V 173 NIMIMINN FM GUTTER HANGER rwm GUTTER OR EAVESTROUGH 455 DOUGLAS ROAD GAP ORIENT, N.Y., 11957 DOWNSPOUT HANG P K PROVIDE EAT 10 EQUIPMENT SCHEDULE (SECOND MDM - M". ROOD :H ROOM) BOTTOM. PLUS ONE AT ANY INTERMEDIATE JOINT SECNDO? BOOR PLAN MW lW ONE OIL PIRED MAK4M ) NOTE T DUAIL5 PVC PLASTIC GUTTER AND 004NISPOUf MPG, : TIIERMO PRIDE PARIS ARE SNLRR TO MEAL SEE MANF. DATA FOR SHAPE N1ND SAS. SFAL { SIGNANRE: MODE. : 07'11-105RA 0311 1112 IIgdT14 5M#: AP245420 DOWMISPOUT HANG R~(i002 INPUT NEW YOq~ vl ` ELBOW/ OR SHOE ~kkzw ti a0 b~ OIY OUM TONS h mm m DNNiIb M.EA # TYPICAL GUTTER DETAIL O L SGVt: N.TS. A-330-00 011 rafts It A- NLV SECOND fl- AMMON 3 OF 6 (2010-002) NBr stn ~nnc =TING CHIMNEY § oweisrrrtr annr rtrxaoo cvx yrirnw rxrEOON roP of R~oF u ~ ll ll Jl Iz BOM YOM N = ll II II I 5 _ll 5 12 ll ll ll 2'x 4' WOOD 5TUD5 a O ~ ~evwM,wna anmc ~ironeerorc i 1 U Cl F mogx~ m acv u E PROVIDE METAL5 TIE5 ®I 6' O.C. 6 160 5Q. INCH OF WALL AREA 1121 GYP BD mC FL moeonm ro enarrrone FOR ANCHORING BRICKS iv e p i r rww~we cunee p SOLE PLATE . _ renmtroee ~ ARSFACE BLOCKING MNI5HED FLOOR OVER W 3/4' PLYWOOD 5UB-FLOOR I Wt NOLL9 W 4F T 1 11-1 1". - z_ - - z u. s r i _ c I i RA%W R = s. I _ I i r - Btl5TING WOOD I ANCHOR BOLT J05T - - - - - - - - - - - - - - - CONC. BEAM wavwuwiu amec ~ r.r -r' - - GROUP rvr nor ~ - ~ ~ ~ STEEL BAR i 6 _II III El F] rE L I: _ -III=III-III=III _ 10' x I O' REINFORCED - _ rrnru~m r-r 5TMT1 5TEEL TIE5 i 4 MIN. CONC. BEAM FIRST FL ? ? ? ? ? - exuanrroe - - Li 7 n10111'm ~ _ 111 111 I I I I I I I I I I I I I I I i oT. WAGE I I I I I I DOOR ~ I I I I I I I -~~~JL r rltrl~ --Il.r~~ FOOTING V PROPOSED PF 5ED FRONT ELEVATION € Iw = 11-C BRICK VENEER DETAIL N.T.S. fMnNG CHIMNEY mwooo cm~errwvnc ) M TOP OPRDOF N F jhATnC FL _ TIKLV °s Nd/M1IUMWM QII1Et O weoelroQ o caxlmmro ~ onrxc swiu U6 Ulml QIIIQ 0 O NSINf YM'HY ~ yT4 NWi wwww.~rc Wr. cj OVGt06111XG I,t IL1 ul REV. # REVISION DATE NAME aa y 3W r RIKE ASSOCIATES INC. W i ~h SECOND ft. x I 173 N WAM M IM Ja = w 117'.1.9 71U (91q 338aa 71111111111111111111111111111 1111111111111111111P Fri "am nu~owul rl~~r mtxcadvaro oew 455 DOUGLAS ROAD ORIENT, N.Y., 11957 ue xaoo'nse Lill, l01/QOelIK p PpR~OP~OSqE~D R M 1 4.E1/ATION, r wood wrm Mug e107; r~fin[ I IWI 05ED RIGHT 51DE ELEVATION flR5T I - 4 BRICK VENEER DETAIL oomw NU2 SEAL I5IGMTURf: um 03/1 1112 WER MR, X9sffr,~WAW,% IN NOR N"I"INN (fit xlrxw~ naecrNs R7~Q4 i illi i i ills 'v onNNKer 1 1 1 ~voRK JN 1 1 ~Irl~rl 2e 1VI bum dh I 1 1 WIIN - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - a 'w Nr n A-330-00 PROPOSED RI 5ED RIGHT SIDE ELEVATION SCNff IM = 1'-a F.D GN fuft bA-MM AIM 4 OF 6 - BOW qQ 19I1RTGVLC R\NQ~IU ~.'91G111AC ~ C SS1 I'Mm f m cn T' I I 14 TOP OF ROOF tl IIII II ~`I~~ U llJ -U 1 I U U UI` LI U llJ t U 1I 1 1.11 J1 L ~~I ~lll l 4111 I Lill U ~ II ~l~ll I U !Lill W 11J 11 1 ~LJ111 IL11I1 ll U- - Ilt I,, U II It LllllA 11 L 1 U Ill It ~I tl I IH ll~ LlL U I I~I H 1 I11 1~~1 l ~ ~I i I I1 LIL I 1 ILl U ~l~ ~1 1 ' 111 I I'll - I ~ ~ Il 117 - Il IIIl II i [I ~I ill' ' I I 11 II IIII _ IIL I I IIL U ]1 U ll ~ 'I 1 I 1 yl U ull~l lJ, ! ll J1 U llll I U U ll ll U II I ll O 11__ L ' ! I III II I Ill II II J ~4'I~If[11 11 11 ll ~I IIW111ILLlIJ II 1u IJ ~I.IIII-I!~ I EXrMOR SIDING p 'I 1 1111111 ill ll llll 1 ll Ift 11 11 it Ill L lII 1 I 1 it i I 1 I- 1 J- J,I lull. I1I 11 IIJ f11 1 ATTIC 1 u C p L ll IJ Ill 11 Il J W IJ ll I 1 L11 O BUILDING PAPER 5/VTHK. PLYWOOD . ~1hi sY`r S..Y YI.^^ k Yom. n ~4 3, i ih1~ e • f~~. .Tip "fi+i,~n, tii ~ yt •,S ~ ~ '.ty'.`~.-' ~ .a*~ :y~§e rmvwuww~anmt ~ c C,+,. 5 ~ 'ti• "^.'r~~;r t su p v C .X. "Std. ~.e ?~^4'(~~e 55' I OTHK. ALUMINUM FOIL FACED GLA55 mn~MC across y~,~d~'g4':"r ~ .~~~~`3"*,oYt'7 \x REINFORCED 150CYANURATE FOAM INSULATION 0 - - _ a+1~rsW;~`~;i.t~'S`aavluxow -.TS(cf.:r +~.s.'w'. +..j~ _ _ t-u^G i I. 4 :V - Go a 3 5/8' FIBER GLA55 INSULATION 0 0 W 12 3 5/8' MTL. STUDS ®1 G' OC - -14 . etuam SECOND FL 1 Yr 11 1 1 1{ 1_ 1 I- -L L I r x. , 1 J I1 1 ILL I f TI _ { L T r t- t r. r r - - r r r r -'4 1 I x _ 1 i i r` r I i T. r -rt I ~ r~s ' L i tr4 r ~ `r AA r L`~r ~ ~ 1 `r x A\ erl~mvrmormr _ - li - xx-r~ r 1-` _ _ ,xr_ ~ x x t r ~ YOpO T619 _ 1 9[_ I [ VA\ T tr'T_ b \ _ (FIRE SIC IRE SIDE) \V I_ -_I 1 l{{_ ] I f~- 1 I _ 1 L ~ L f~ f{l~l ~ l ILiL ~rTC l1 rT1L I- Itl I LAYER OF 5/8" i~~ r 1 _ -II - - Ir Lr. rl - Tx r \ ~emnicoxn - - _ { O t r epQ IN1?C 7- S i l1 i ~ 1 I O l l_ T 1 I L T l~]{ I ~S S T~ C ~ 'TYPE'.' GYP. BD. i 4~i`lwminoaor ncc ~t.i t-_- nwmm -~t ~c 1 S 1 S _ J 1 1 I T 1 1 1 - I r- '1-r fxxr[- x-r`ti -~~rx tJ rl r -rl~ , r Ir ~xtl ~ _t TC 7 z< <xlr ar,'_ ~z'r LI{L Ir r 'IL1I 1~ _ _ M15TFL 1 1 L _"l 1 C 1 11 C 1 1 l errll rt''T EXTERIOR M m1n1C Y0 MIL 1Opr - ?R WALL DETAIL (IP112'tYLCM1p - ® - A FILE WP 8124 (c) N.T.S. mA5w ON GA FILE WP 8 FIRE TE5T:05UG534, 3-1 UG534, 3-12-79 1 HR. RATED LA U SOUND TE5T: Est. 1 1 Est. ? r 1 1 FOOTING _ PROPOSED REAR ELEVATK VATION MAID IM= VIV mnRC _ CNItXfE~ nwNOO ~erzrmlrx m s' n T , - - _ - TOP OF ROOF - ffi I O O.C_~ ).C,. -I ITT YYOOD JOIST T •'n+'9'Sa... 1'ORYY'ULL SCREW SCREW 5H' GYP. BG. CELING i:~k: _ I[ I I I f l I I I I I I III C i .raga h~ ti T C c'S.y;-Ts ATTIC ft. V' BOARD CEILING DETAIL xevwur.Na+artme ~ ~>.1.~;..?cs ,iel>-;y c~~ "~ello~6 ct~€.M...... :'yy- v:- p N.T.5. p ~ ~ 1i~4~.1.a<GPI.+ifa`$Y~.~'Kw~~~~•'~\iyK~_.u ~.1-' ~'~:'a"~ ..'1t,S~h.s"'~ws"'.,~b'~'r+.~~'Yh•,~ ?5:!x<si4~~'.. Sr' '`^S'M',~ O t ~.YRIAO.>.. 4.~x` ~ "~",~5~, fs~,~- ,~~Xt-vdra~;;yowcls~ltir was>:•• mwwrww amn ~ REV. # REVI510N DATE NAME m El RIKE ASSOCIATES INC. ,45:Y ~ ll 1 f ~ ktl LI III I l~uliu"~ill Ifs : F~ ~v:n 5ECOND e IL I v~_ 11 L 17a NYAICINLN~D E00~ NI' 1 IRf3! 1Er; RIq'.IIfbOG27 IIC .I LZ ltI TST _ t , l r1r r~r=1r' ~I r ~ ~ z 'S_ 1_ -I re T'- t i _ L 1~ rr1~~ 1 I S i rJ ~ I 1_ 1 Tril ~S 11 I wam Imvvxn ~.Lr IT ~'r ~T~ r~~ r r I _ ~ r ti L 1. r- wxnuxeew~r. l ( _ 455 DOUGLA5 ROAD IOmTM~ad MOOD GGTJ r ~ ~r t 1' 1 J - i L~ _ - I r h rig ~ r 11 1 - _I_ I~ _ 8f15T. 9L9. - ba D 1 iS Ij S_ II MEI>Af ORIENT. N.Y.. 11957 scan Tim ~T Tl eweo~m L - If_ _r_ril'-rl+orTS1 1 (t>mOIC OIDI Mam oKAJ Elq.f/fJL[ r -r_ r 1 r ~ r i r - ~ 1t 1 ri ill IT _ t fI. 7 EI06 fK11[ I L~ I ~r 11 I l~ 1' I ~l I 1 r 11_ ~'-tl f -L ~tL T I PROPOSED REAR ELEVATION, ~Hu -I~r -!'.I I, _ 1.Ir111111-I t_ TT ~L 1~~1 -1 L[L L L 1 ti - t L _I ,-I PROPOSED LEFT 51DE ELEVATION z~ - -,I t _ i l i I. r I7T~[Lr - r~ r 1~ T i_ I I s RRST FL. Z LIZ 1 I L T L ~ T r DETAILS ~irilT I ~s~_I~ Y~r-r i L~~- SFM/SIGNpURP: mm L 1 03111112 1 I I I I~N~TNeR9~ _ I I I I I I 1 I I I I N I I I I I I I 1 I 1 I IORK I I rJ1rL rJtr~-'r rJZrS i o kQ 1 bid Q 2 CNQ 1 I 1 I F=NG L _J i w ? 91mRN111 4 ~YN ~VAI PROPOSED LEFT SIDE ELEVP ELEVATION e A-330-00 V-4f lw • 1'-0' OdD m1b AA-Ni ~pQN 5 OF 6 37-9 xa uwx u amn aiameros NEW SECOND FLOOR ADDITION WOO JOIS x8' r - _ - i U114J Iil~ 111L I~~ll~ll~ 11~~~~L1 J 11 Il ll~~ ll 11 ll 1t11_ ll1111 ~ JI11i11u11 111111 ~I E%ISTING } ll 1 1 41 1111 III 111411 11141 I11~ ~4q l1 1~ ~I I~ ~I IIII I I I III % I~ uu4 u u u uU 'u u u u uu~ 1 u l a u~ u l IU It ww,w a Lw 1111 EXTERIOR WALL ~ I lll ~ 1LL f1 l14 1414 111 ll Tali il un III I~ IIf41I METAL ANCHOR ryl0' IBdc STRAP * D.C. 9 9 rr~ U 1 llUlU ll4411 ~I IJ_11111 Ill 111 I l L l l l 11 IJ I I I I EKISTING 4 x 8 LEDGER 4 1 4 4 q~U~,1~1,11~uft~I111~~1~1,1~~ J . _ „r111u1111 a IlJ,~1L1Y111 ul ~l ulLi u14111~u~1~11~u~ ~1~1111~~ui J J,'$111~ 1111-'IU) 1u1~ 1~ '111 7 ~~il~iq i1 1 BOLTED TO BRICK I T-92 a ai rr;~11~1'llLUjj'j11' 11 1u11LJ~J1tLJ~-ul'IIJJ1[111 u1I11!t-llu f u~4114~~4~ IL~I~ IT it 11 it I iu~lul,l ll (F)ASTING WALL) NEW SECOND FLOOR ROOMON IRION f ll1 -I ~1~W 1 ll Ilit U Illl~1111 111 p1 11 b1 ~ ]IT `i -~1I 1h a 11 1 „ pija 111111 111 UII I 114 0111 14 011 4 01114 ~[I T 01114 01111 111111 I~ DETAIL "All .r,;-"` rr~ U ll U II U u fl it U u II II ~f jfflljul`JI uul ILUII J`u1 ll`uII ll IIUI u~I7' ~J,IILI u u u ri 1111 111)1 1114,1L1L }'p'1 4 111 r1 Illiil I ii 1II111 1111 1114 111 1111 11]1141 HI11 11 LU11 I 141 14 J u #L a 11 u } ] u s, ~uu dnwwoao N.T.S. 01i1Mwow r' u ~4f+'4 411 ;x, „NEWROOF u~ u4Lu1 L ri ~C u~ RAaDaaw "HE. I L 111 1II 111~~ 1 1I I 1 i~ ~ i it U lL 1 ~ mxaoo'snren~~ 4 1 ~ ~ ~l Y1 111 1~1 1 141 al ltd f4 L1 U 1 11iea~iuiloril 11 l 11 1 11 11 U U 1111 1L1~ Ill 11J 1411 1 14 91 1114 11 1L u4 Il U1 Ull llJll~' IJuu Ull UII1 1 tl II ll~IIII l'I "It"1 ~1}11111IS IU p~ 1 gjp1J_ lJ l_ 11 eunnw~Uw it !J1 _llLl ll<4 i II a L1 1111,141 l~ i11,1i11 1L L 11 l11_ ~1 lid 1 1lM"~. 4 I llLI 111111 1.1 I 1411111III 114 11[411114 1L11 14 ii 114 111/111114 III IT _t141 ~1 L11 ~Li II O U U ~°°°"lllu s _0 V ~L4JIIT ~u14 I11fl4 U» ~ it 1111Lf ~U"11 IIM 14 ~ JI I~I~L 1 ~I~1 °h~ ~1, 4VIII ~I E LL[ 11 44 U r1 rr 44 4 4 ll 1 ll 11 }4 It l ll1l 1 44 U 1 ll O itill- IT 4111 111 ; - ' 1 i u 1~ u~41 t 14 1u '~i 1 ~ 4 ° 4 ~ x(44 ' II f 1 1 ~4 S ~VI ~ 'W~l 11 l 1 1 1 I III IL $ SKM2c8PRESERVED m TREATED WOOD xxsr IVD.C. FULL 511uN6Hi U~1 I Lia ~~IIE,~~~~~ NfWR00F~j 1~~1!J,lffl itt~ 1 4 ~4 ~ 4114' 4 t 6 4' l 4 I 1 ~4 11 X1 441 441 1114 ~~14111~1t 4h444, 4141114 11 1 1~111411Z1 4°114!41'411 141~1~411141 41 WOOD BM115IBtS -'111J 'll~~ 1 JLIL 1L 11 llll 1] 11 it y Sam , 41, f~l~n O4'HBSHT l I ;_l1 Il ll lll ll Ill I Il u 4 4114 ll1 411141111411114 114 1141 h441 I~ L~ it 11 J14 11 114 1 11 114 X11 1.114 ,114 111411114 4- ,L,M, r8M VAUOSr HNISIEDFLOON O II II _ WOOD HANDRAIL ~I''µ1~IIIu1LIIi lU 4 ll ~t1LI M f1 ~q 1 11 I u U U L U J J J ll a WOODNANYEI WOOD STAIR DETAIL 1l IIII lI11u 11' IH _ h I 14 I I11~ 111 LL IL `11 IL 1Llt ll lll <L~t1 11~~~1 ,~1~~1 it I 111 L'll1 U Ul I U I ~LL~l~~UL I~j1~1'~4,1f 11'4 O EGGERS lU 11 i it 1 a Jl U 11 U 4J ,1 ~4 ° 1u ll ~I~ Iz ~11 1 ~1 ~ 1u 1 1u4 uu~ulul L_ i 11L~1~~ ul ~11 w MTL ,,E ewm L~I J1 q I111ll ~L NOTE. J I1 ll Il[ 11 111 lllll 11 1 ~ll~111 ',1111 II 111111E _111 11 W W to 1U ll u ll11 W _ll U J-O INIDTH OF STAINS 1 11 I m, 1 111 1. I `11 1 l~1 Ll Il U J LJ LILJ Lf U LJ LJL(4J Lll LJtI 11Il LI~4 ll U ~4~.~1L1J141111 111 1 ll p~ ~j~~~ 1 L GRADE W it lI a lT l I~ 1 sxeoe ~ 4~ 1 1 .111BasnacllL l~ 111 ti l~ll U U„p,ll,,,l) u~ _ull~ ,ll 4_ _111 1 ,1J 1J 411,E U ll II1~14 -I~L I~IITII`'I~`[II(u ~1 ~ 1 1 14 4111141 1411 X114 114,E 11 4- 11 4 u1 111411 I I (I I x`41 ~ 1~1~. ~ ; 7 3/46 RISEN = I u 1 11 l l,I {1 p i„~ 11 u It > W 1111111 jj 11 I~ I JNEWROOF_l~ I I!I~~II~~111 -A -V < x 9' TREAD PLU5I Y/4' NOSING ~I1 11L 1~ 11[ 111L1 - - a 11 11 1)L L~u'L1 I 14111I11 d -tl~ J114{1U1llL _lll11 _ - _ - _ L NEWUR L1L111UI_II 11141 ~~I I 11 I it] j Aam/jam/. l1 11 I 4 I IJ11 = u u u u u 11 llllll 1111141 <<J11II 11 ~A..~..~ Sasms~r.~rz~ i~\//\\//\\//\\//\\//\\ • ' {ID I I I I L U U II~~ _ ~lll1j ll = - I emLDIea GUaeeeaw 4ll 4114~11_U COW. ~ ~j II 111 1L 11 Li 1 144 1144111 - _ _ 111411- Y 11] 1111~4,11_u~ i1141111~1PS~1ll~ ll11I 11 Ali l`uluLjJ17'I~r'11U' f LOW= IItt~ 1 ~41uI 4 1 14u- 44 _ _ II #4 a 1,411 ~I ~4[ LLI 1~ 1 WJ U U _ll t1 ll CARRIAGE IN11 LII IllllL11L~i~41III'I IIllI II 111.u I' j~~, 1j~ll IJIL 1 Wi11ll J11llu11111 II I 111 11 = - - - ~ 111! 11111 fl_ fL 1 MAIL . LLLW111LLL1U~~1_ ~LIll4 I] 11 _ 1 U Il _ - - Jll ll tJ)~ U ' u U tl ll fl llU ll 111 III11 I I ll J' 1 r~+®LOCaxs Y" i ~j ~4 NhINGU U NE I a I ~~{I„lllllllll 11 NEW__ ROOF - NEW ROOF eu~rcuill I Jlll'~I, I PIA PARTIAL\//i\//i\ { 4 u I l(1 _ il illI' 11 111 SOFFIT lIUII IIY~ 1IJM I ~17L SECTION 1L J , U 111 I it t I L 11~J~]tl ' !1 I 11 1 11 It I JI-i ll L U f 33 411 u u ~h~u ll f _ -4 - - _ - 1 1 IT"L1" 1,ITT 1L1~'~u 4Jk L - SE " I lift U DE DETAIL "B" - - - - - - - = N.TS N.T.S. PREDRILL NAILS AT ENDS rewwiw1Rlueinee Invwu.«Iw slmee WALL FINISH - ooM~c m 3/18' SPAC 55' 3/18' SPACER 3/18• SPACER NEW SECOND FLOOR ADDITION FULL Snww FINISH FIL PROPOSED ROOF PLAN FLOONINS _ orenr~ - rxr eouNeTR~1C O.G. a+ n z• x I r Rmf,E i ~ " mcrer~siow xrerr9iow DECK BOARDS LAID WITH TOP OF RDOF rx 10' r - ROOF WO OVM CO R ATHING ~ RIdRU 0 ICO.G rtriAAOD GOI( SWATHING NBAR N MATTERA 11 RAT (2) 2 x 8 WD. J= 2 x 8 WD. JOIST (V.6. METAL PREFERRED) CARRIAGE lla If 1,16 1 SPACBI p N 'F _ 1 _ I 1 LJL~ im ungkim NOTE: GRAN LINES I re o NEIM 1 114' SPACING NOT RECOMENDED FOR WALKING SURFACES WHERE HIGH PEELS ARE ANTK;IPATED _ 0.Ny+ " IY2• R\Mt]OD Kf `--r a I? 901RD Bin f NEW pRGR1DNW mNG~eynNG 4w C 9A 10 O.C.. I/C G .W..31/2 r SECTION THROUGH I I a mcFL ll N GIA93 II19111ATK)N M VArOK FLOOR CONNECTION DETAIL STAIR WITH FULL BAFR1G1[(IF 11) G 14 wood 31DIU` 5 Sckm MT.& 3112.30mv GATT 1/C IXfO MME MWING, GUIDING rAreve AND HNeN19TI/f.CO • Is STRINGER 3 s ter' N[W Allll.MM1M GJM 516 r.C-OW § NEW 3•s Iwr. nANaOr T~ w r. e, Gw11n w "c ^W, 80" m New vim V G9IING BE ~To NEW NEW NEW NEWMASIER~" r j. MAX /y W BEDROOM t BEDROOM 13 CL CL. BEDROOM ~ Rmm i/r NIAx RED/. f REW510N DATE NAME _ Woooo nmm 1/0 rtr 3 1/0 MYNOW 1 WD flD01e3 I r rttw9oo BO MAX Fl. pC3T1Y. 1310F1 IPM IX1GClGN RIKE ASSOCIATES INC. 31IPAlID an - _ T ADAAG ACCEPTABLE T S 1 ~T~ 1 11 1M73 nNnYAIi7MLNM NOSING 2.12-810 " IC .IDers w'r.c.Grr.GwPD S I N.T.S. wnoo~ 516 r.c.Gm 5 -1- NCY VIML 5w r.c.Gm. G0ARD T m11N601d MODD3'C IIR. CLOSED RISER STAIR WITH FULL STRINGER 4 a EXI5TING EXISTING EXIST. EXIST. EXISTING 455 DOUG A5 ROAD BEDROOA EXIS BEDROOM L. CL BEDROOM OPEN ORIENT. N.Y.. 11957 casnw DETAIL "A• °r DE CRAWL SPACE _ wood nnoRs DETAIL 11311 MT fl. I c 1 r ~ iT~ M OP05ED ROOF PAW. GV55 5ECTION A-A 4 WOOD DECK DETAILS SM 4 SIGNATURE: vmb 03/l 1112 i1IFI I I l 111 I)~ - 11 ~.a fR. -C]IJ - -i-IF FOOTING ilia -~"j!u _ _ _ III I- 111 --1 - MM - 1 - Il I I I- II--II I- +I 'il- -J m I 63-I 111J r-I I I ~uriIICI-I Irk "I- II 11 ITI-I II I7!i 71 ~f{~Jn~ u-wu 1- Qum - mac d- a m _ _ zr 1 Ian, I- N!~ CI F - IT lir IwWJ~~l~I Iu -I T Ilki"I~fi -I'n-u -I-Ii iil li 1 1 -1 1 11j~1 - 1~ - I_II I- - II-~ yORK lw jet _ r rt m=rtr~~ oP~-~VI lop I it 1F I. I~ U Ip1 I 1 11 11 LLI ~ I I 1. _t-I- I I 1 1 H - - -f I I- I i I~ I I II-' ICI;,, II I I 1)~ ICI ~I ~I IFI I~- --1 I~ II I-I~-1-I - 7r1 I ICI - I I I „I;,1II„ 1- I~ EI 1 ~~~Il~inrr R~Ddi ali j 1 1- JI I-1111 1 ~T- - 7-1d1 I I I-7 I IJ[ - I„ I I ~1 I I d I u~ - I I I-I I I I 1 F ~ 91mNIIN 9Fn~ I-~ I i-I IBII~I ~ ICI L AU p l I- I, p I f- - 1 • 11NII,~1 ~lel 0~1 irlllr~° m- ~lt~tl -tier 1 ~ 'yir~n I_r-1-r~1 DETAIL 0B r CRO55 SECTION A-A S PF~~i A-330-00 5ckl Im= III CIO mvil bA-NEM ~p~ INOlldl Fj of 6 i GENERAL NOTES NEW YORK STATE ENERGY CODE Z ZONING CALCULATIONS UNLE55 OTHERWISE NOTED. C`1'=,AL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, PRf PREM15E5: 455 DOUGLA5 ROAD, ORIENT, N.Y., 11957 AIA DOCUMENT-201 SHALL APPLY. HEAT AND POWER DURING CONSTRUCTION SHALL BE PAID ROOF (H(P) THERMAL RE515TANCES, R ELC BLOCK: LOT: CI MAIN LINK FENCE FOR BY THE OWNER, THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY, 9P( SECTION: D15TRICT: X- E - -X--)l-l FENCE 5U5TITUTION SHALL NOT BE MADE WITHOUT WRITTEN AUTHORIZATION BY THE ARCHITECT. THE AIR MOVING ,17 ROOF 19.00, PREMISES SHALL BE KEPT REASONABLY CLAEN AT ALL TIMES, AT THE COMPLETION OF WORK, ROOFING .44 EXTERIOR WALL 13.00, LOl LOT AREA= (100.00 x 175.00) = 17,500.00 5Q. FT. 100.001 DEER FENCE - - ~ E THE CONTRACTOR SHALL REMOVE All WASTE MATERIALS, TOOLS RUBBISH, ETC. CLEAN ALL BUILDING PAPER .06 i Exc EXISTING FLOOR AREA GRA55 AND LEAVE WORK BROOM CLEAN UNLE55 OTHERWISE SPECIFIED. THE CONTRACTOR PLYWOOD DECK .78 . GLAZING 1.50, FIR: FIRST FLOOR = (21.9' x 253) = 554.07 5Q. Ff. ~0 EINTIRANCE DOOR 2.50, SHALL CARRY WORKMAN'S GOMPFSATION AND GENERAL LIABILITY INSURANCE. All WORK AIR SPACE 2.06' CELLAR (LOWER) FLOOR 5.501 (I 2,2'x 31.4') = 383,08 5Q. FT. I SHALL COMPLY WITH STATE AND LOCAL CODES AND ORDINANCES. THE CONTRACTOR SHALL G" BATTEN IN5UWnON 21.00 SLAB EDGE INSULATION 5.50 (23,9'x 172) = 411.08 5Q. PT, ~ I FULLY GUARANTEE H15 WORK AND THE WORK OF HI5 SU&CONTRACTOR FOR A PERIOD OF AT 518 SHEETROCK .56 _ (21,4'x 03) = 14.98 5Q. FT." 1EAST ONE YEAR AFTER COMPLETION OF THE PROJECT UNLESS OTHERWISE SPECIFIED. ALL FIRST FLOOR 12.50 TOTAL EXISTING FLOOR AREA ,363.p2 5Q. FiFi. )K WORK SHALL MINIFY AND HOLD HAWLE55 THE OWNER, ARCHITECT, AND THEIR AGENTS AIR STILL .62 WINDOW AM<24%OF TO AND EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES, 1.05E5 AND EXPENSES, TOTAL 'R' = 25.69 > 19.62 TOTAL OF WALL AREA (23.4' x 22.39 = 521 82 5CFf-T X- x -X- kj INCLUDING ATTORNEYS FEES AP5ING OUT OF OR RESULTING FROM THE PERMFORMANCE OF 'U'= I/K = 1/25.69 = 0.039 (GARAGE AREA - NO COUNT A5 F.A.)) * Ct [AIN LINK FENCE --x- x THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L035 OR EXPENSE. PRC PROPOSED FLOOR AREA DISTRICT: FENCE A. 15 ATTRIBUTABLE TO THE BODILY INJURY SICKNESS, DISEASE OR DEATH OR TO INJURY TO FIRST FLOOR (AMOVE LOWEST : M15C, COMPONENT: 5EC OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN WORK ITSELF) INCLUDING THE L055 SECOND FLOOR = (253 x 9.9) = 250.47 5Q. FT. OF USE RESULTING THEREFROM. AIRSTILL ,61 (I2.2'x31.4) = 383.085Q.FT. SECTION: (23.9'x 172) = 411.08 5Q. F7. 8. 15 CAUSED IN WHOLE OR IN PART BY ANY NEGUGENT ACT OR OMISSION OF THE FINI. FLOOR (AW.) 25 INSULATION y (21.4' x 07) = 14.9850. FT. BLOCK: CONTRACTOR, ANY SUB-CONTRACTOR, ANYONE DIRELTLYOR INDIRECTLY EMPLOYED BY ANY OAK (FIN.) FLOOTJNG (114") I94 R+ 4.17ANCH (17,8' x 22.3) = 3904 50. FT. - LOT: I* OF THEM, OR ANY ONE FOR WH05E ACTS ANY OF THEM MAY BE LIABLE REGARDLESS OF BUILDING PAPEF OG R = 4.17 + 2 6.34 > 5.00 WHETHER OR NOT IT 15 CAUSED IN PART BY A PARTY IDEMNIFIED HEREUNDER. ALL MATERIALS SUB. FLOORING . 4 TOT A55EMUE5 AND METHODS OF CON57RUTION INCLUDING BUT NOT UMITED TO FORM -WORK, AIR SPACE . 5 TOTAL FROPOSED FLOOR AREA = I ,456.55 5Q. FT. REAR YARD m I BLOCK, FRAMING, NAILING, PLACING OF CONCRETE, ETC, ARE TO BE CAREFULLY SUPERVISED 3 518' BATTEN 115UL 13.00 TOT TOTAL EXI5TING V PROP05ED FLOOR AREA 1 BYTHE CONTRACTOR TO BE SURE THAT THEY ARE IN ACCORDANCE WITH THE DRAWINGS, INSULATION (R-'3) .56 1,3 F 1,363,21 SQ.Fi. (EXISTING)+ 1,456.55 SQ. FT. (PROPOSED) = I 5PECIFI6ATION5, APPLICABLE CODES AND GOOD PRACTICE, DEVIATIONS FROM THE 510 9HEETROCF. .61 2,819.76 5Q. FT, < 3,500.00 5Q.FT.: OK I* DRAWINGS. AND SPECIFICATIONS WILL NOT BE PERMITTED WRITTEN AUTHORIZATION OF THE I ARCHITECT. THE CONTRACTOR SHALL BE RE5PON5ABLE FOR SHOP DRAWINGS WHICH MAY BE TOTAL 'R' = 17.82 > 12.5 YAP YAPD Y 5ETBACK5 PMUIREMEN75 (5FCTION R-40) Iw NEEDED. All DIMENSIONS AND CONDITIONS ARE TO BE FIELD VERIFIED. 'U'= I/K = 1117.52=0,56 P~Q (A) FRONT YARD: I REQUIRED FRONT YARD = 35.00' i EXISTH ACTUAL FRONT YARD = 383: OK I STORY RI EXISTING I O ELECTRICAL ACTT p~ WORK ryq~~ p~ W~7 H ~p7 p q1. CT~~q~ Cpp LEGEND (e) = (B) SIDE YARDS: . - I STORY REAR UTILITY COMPANY C~~E5YANOHR~GUTATIi7N5. AllECIRGUIT 5't1Al~ B&% UMTI 5LAMPL AND PRO PRO 055F.D 5 DE YARDS 2 TO AL,120' E 25 0 - 45 0' : OK C$ EXTENS IC PPqO~pWpERR E MRINryG~SpHAALLL ~BEEI~MINIMUM EXTENSION I O ER1W4~gAW~G... CONVENIENCE OUTLETS SMALL BE LOCATED 12' (C) 9 4 I REAR YARD: RE fIN15r1ED FLSOOR UN1E550TtIERW1H5E IND~CATEMA~UPPLYLi MPNDN 6ELAMPSA IN ALLG'EVE EXISTING BRICK EXTERIOR WALL RfQI FIXTURES. PROI REQUIRED REAR YARD = 35.00' 12.2 Lo PROP05M REAR YARD = 93.1' : OK FRAMING AND ROUGH CARPENTRY EXISTING WALS TO BE REMOVED MAX 253 EX15TING b PROPC5ED R WAD 1 ` MAX. BUILDING ARM AND FLOOR AREA RATIO (5ECTION R-40) JOISTS RAFTERS AND STUD SHALL BE 75 CONSTRUCIION GRADE DOUGLAS FIR 1350 P51, 25 NEW EXTERIOR WALL CONSISTING 3 5/8' MTL. MAX. MAX. FLOOR AREA RATIO = 20% d) OPEN TERRACE OVER - _ ERISTING Ist PL. DECK COMMON DOUGLAS FIR 1200 P51. ALL WOOD 511.15 AND WOOD IN CONTACT WITH MASONRY STUDS @ I G' O.C., 1/2' GYP. BD., 3 112 MAX, MAX. FLOOR AREA ALLOWED = 17,500 5Q. FT, x 20% = 3,500.00 50. FT. SHALL BE CCA TREATED ALL ECERIOR 5HEATING SHALL BE %B' COX DOUGLAS FIR PLYWOOD F15ER GLA55 INSULATION WITH VAPOR NAILED 6D @ 12.O.C. AT EDGES, 6D @ 8' O.C. AT INTERMEDIATE BLOCKING POINTS. BARKER (R-1 1) BETWEEN WOOD 5TU05 ROOF 2,819.76 5Q. FT. < 3,500.00 5Q,FT, : OK LL1 EXISTING A51`n 12.2' EXOTING 22.8' - 22.8 5PnALT M 5U&FLOOR.5 TO BE ~ COX PLYWOOD NAIIPD 80 @ G' O.C. EXTERIOR 5HEATING TO BE 112" EXTERIOR PLYWOOD 5HEATING, BUILDING COVERED WITH 9WEK" HOUSE WRAP OR APPROVED EQUAL. ALL NAILS, BOLTS, RODS, PAPER AND VINYL 51DING - - - - - - - - _ - ] --FM s.o 178 NEW SECOND STRAPS, J015T HANGERS, AND OTHER FRAMING HARDWARE TO BE HOT-DIPPED GALVANIZED, EXISTING s.o' I7.f DOUBLE UP JOISTS AROUND ALL OPENINGS AND UN DER PARTITIONS, BLOCK STUD WALLS AT 1 HR. RATED PARTITION 3 112° MTL STUDS AT I G' O.C. I STORY EXI5TIN( FLOOR ADDITION M i STORY HEIGHTS AND AT ALL UNSUPPORTED EDGES OF PLYWOOD. ALL CAP PIATES TO BE WITH I LAYER 5/8' GYP. BD, FIRE CODE X ON EACH DOUBLED AND NAILED I OD @ 18" O.C. NAIL BOTTOM CAP PLATE TO END OF STUDS - SIDE m' GARAGE Q 1 i~ GARAGE Q ist FL, j23NQ 455 IV CAP PLATEA AT CORNERS, TOE NAIL JOIST HANGERS BY pECO' OR APPROVED EQUAL. ALL NEW TYPICAL INTERIOR PARTITION WITH I LAYER 518" .9' CORNERS TO BE MINIMUM Y2X 4 5TUD5 NAILED I GO @ 24' O.C. ALONG THREE FACES. GYP. BO. EACH 51DE G 2 112' METAL STUDS @ 16" O.C. 25.0' PROPMED p N/ HEADERS SNAIL BE MINIMUM 2~X ONLE55 NOTED ON PLANS MINIMUM BEARING FOR STUDS, ATTIC PL, Z 20.0' 23.4' OPEN BRICKPORCn 20.0 JOISTS ANN BEAMS SHALL 3)4 .,5E DOUBLE JACK STUDS FOR HEADERS OVER FIVE FEET IN SMOKE DETECTOR AS PER LL. 62181 TFG: G.E. U15TING ASPNALT LENGTH. O (BATTERY OPERATING) IN CONFORMANCE WITH EXISTING CM NYC CODE. WITHIN I S' OF ALL BEDROOM ELECTRIC H.W.H. PLUMBING NOTES 5p ENTRANCES Y CARBON MONOXIDE DETECTING EXISTING TO 5E RELOCATED PLUMBER 0ERTlFJG4TIQN DEVICE ONE OIL FIRED FURNACE I : ALL PLUMBING WORK SHALL BE PREFORMED BY A LICENSED PLUMBER AND SHALL CONFORM L y TO ALL CODE REQUIREMENTS. /7' 120 F 50 CFM EXHAUST FAN TERMINATE TO TO BE RELOCATED L G~ EX15TING EX15TING CNLEAp@ NTBElANO 2: VENTILATION OF TOIM SHALL COMPLY WITH CODE THE ROOF OR 10 FT. AWAY FROM WINDOWS '(NEW MECH RM.) ! m A5PHALT ~ AsPnuT CERTlFIEATEOFOCFUPAN~' / 3: PLUMBING AND MATERIALS CONTROLLED INSPECTION SHALL COMPLY WITH N.Y.C. CODE. 2nd FL. 7 SOWER USED IN WATER 4: ALLSOIL, WA15TE AND VENT LINES IN FLOOR 2' AND LARGER SHALL BE E.H,G.1. AND SUP.,PLYSYSTEMCANNOT Q/J AND SHALL HAVE CLEANOUTS AT THE BASE OF ALL LINES. EXISTING ELECTRIC MET ELECTRIC METER EXCEEDZY0 6F M LEAD. / ^r 5: ALL TOILET CONPARTMENT5 TO HAVE CERAMIC TILE FLOOR AND 6" CERAMIC TILE BASE /O EXISTING DOOR WALL AND GELDING AS FOR SECTION 7C M.D.L. AND SECTION D2G3 ).03 H.M.C. ~-E EXISTING NEW / , 5TO _ ERIC ELECTRIC AND CEILING AS PER SECTION 76 M.DL STOVE DRYER 6: TOILET TO BE PROVIDED WITH MECHANICAL VENTILATION (PROVIDE AT LEAST 4 CHANGES OF AIR PER HOUR OR MIN. 50 CU.FT. OF AIR, AND SHALL BE PROVIDED WITH AFPROBVED 0 - 0.OO I USE IS UNLAWFUL TYPE REGISTER AND TENANT OPERATED FAN WITH FUSIBLE LINK DAMPER B5 * A APPROVED NEW DOOR TYPE, PROPER GALVANIZED DUCT TO BE CONNECTED AT EXISTING. I st FL. PLUMBING WITHOUT CERTIFICATE ALI.P,, 4INGWA$TE a ArE LINES/~~EQ OF OCCUPANCY CARBON MONOXIDE TESTING9EFGR'ECGVENING INATALLATION OF CARBON MONOXIDE DEVICES IN BUILDINGS CLA55INED IN OCCUPANCY GROUP (RE51DENTQ J-I, J-2 OR J-3 WHERE A F0551L FUEL-BURNING FURNACE OR RISER LUbC OF I-AV[MEN) ZISER DIAGRAM DOL BOILER 15 LOCATED AND EVERY DWELLING UNIT IN A BUILDING THAT 15 CL05E PROXIMITY CONTROLLED INSPECTIONS SCALE: NTS, TO A SOURCE OF CARBON MONOXIDE. AS SUCH PROXIMITY 15 ESTABLISHED BY THE RULES ~CALf: NT.S, DOUGLA5 ROAD COMP°Wr HCHAPTERIM PROMULGATED BY THE COMMISSIONER IN CONSULTANT WITH THE FIRE DEPARTMENT AND STRUCTURAL 5PVY- STRUCTURAL STABIUTY (B,r~C 1704.19) 015TA've5:--- RETAIN STORM WATER RUNOFF . FLOOD DAMAGE PREVENTION THE DEPARTMENT OF HEALTH AND MENTAL HYGIENE, 27-961.2(a) - FIRESTOP, DRAIiSTOP, AND FIRE BLOCK SYSTEMS (SO 1704.25) R ROOF PURSUANT TO CHAPTER 236 P ER RUNOFF SOUTHOLD TOWN CODE 2- ALL CARBON MONOXIDE ALARMS SHALL BE INSTALLED AT LEAST ONE APPROVED AND - FRAME IN5PECTON (BG 109.33) 'TER236 PLOT PLAN OPERATIONAL CARBON MOXIDE DEVICE WITHIN FIFTEEN FEET OF EACH ROOM LAWFULLY _ T OF THE TOWN CODE, - USED FOR SLEEPING PURPOSES, 27-951.2(a) sCA I 5CAV : N.T.s. ELECTRICAL 3- SUCH CARBON MONOXIDE DETECTING DEVICE MAY BE COMBINED WITH A SMOKE DETECTING I DEVICE THAT COMPILES WITH THE PROVISIONS OF THIS TITLE AND ANY APPLICABLE RULES COMPLY WITH ALL C INSPECTION REQUIRED 'WITH ALL CODES OF PROMULGATED THERE UNDER 27-981.2 (a) NEW YORK STATE & TIC STATE & TOWN CODES AS REQUIRED,ANE 5eN EDS oLDTOwNZBA FRIKE ASSOCIATES INC. SMOKE DETECTOR NOTES GONTROLLEE> INSPECTION REQUIIZEM ENTS: I FG,IOWING OF A WORK SI"'IALL BE SU BJEC-II- TO ATTIC FL. S OLD TOW -DWEWNG UNIT SHALL BE EQUIPPED WITH 5M09 DETECTOR DEVICES RECEIVING THEIR THC ITEMS CONTRC,LLED INSPECTION. MADE AND WITNESSED 1I OR - SOUTHOLO SOUTHOLD NING BOARD PRIMARY POWER FROM THE BLDG. WIRING AND THERE SHALL BE SWITCHES IN THE UNDCRDIRSCT SUPERVISION OF AN ARCHITECT' OR OWNER TO SOUTH OWI SOUTH OWN TR S IFOT, CIRCUIT OTHERTHAN THE OVERCURRENT DEVICE PROTECTING THE BRANCH CIRCUIT INGINEM RETAINED BY AND ACCEPTABLE ARCr-I lr~c-r of R.~corzo cT~sT Re~ORT a.No I - AL ROAD 2-ALL SMOKE DETECTORS TO BE INSTALLED PERSUANT TO RULES AND REGULATIONS CERTIFIFATB OF INSPECTION SHALL BE PILED WITH THE DEPAR'M ENT OF BUILDINGS): S,DEC NEW 111/5 Illµ' IIIH' I IIll' I 'NEW IN' 0NEW a wvATORY }V I Nnv I LAVATORY I LAVATORY 5, DEC 753 TEL: (51 6) 932-0625 PROMULGATED BY THE COMMIS 0M, APPROVED BY THE B. A.15 OR BE L15TCO BY A NATIONALLY RECOGNIZED INDEPENDED LABORATORY THAT MAINTAINS PERIODIC TOIttT I NEW P WROVED AS NOTE RaEa INSPECTIONS OR PRODUCTION OR USTED EQUIEFMENT AND WHOSE USTWG STATES a TOW APB RO ED Ac I B P # ~62~ 455 DOUGLAS ROAD g ~S ~ 3- THAT THE NO DEVICE SHALL BE DEEMED TO BE IN COMPLIANCE UNLE55 15 OF EITHER 21 az• In• F D T B P 2ND. IT J i BY ORIENT, N.Y., 11957 IONIZATION CHAMBER OR PHOTO ELECTRIC TYPE SUCH DEVICES SHALL BE IN - 4. I FEE. l a'~ati U BY, COMPIJANCEWITH EQUIPMENITSMEETSNATIONALLY RECONIZEDSTANDARS. ENERGY CODE COMPLIANCE NOTIFY BUILDING DEI _,T r 765-1802 8 AM TO 4 / BUILDING DEPARTMENT AT MECHANICAL AND DUCTS NOTES- FOR NEW YORK STATE --.L------- 4.. FOLLOWING INSPECTK EXISTING II I/4' III•R71NG IIIM' TO BEEKM~TtO 1 FOUNDATION - TWO WIN, INSPECTIONS. FOR THE NOTES, PLOT PLAN, PLUMBING R15ER DIAGRAM, 'TO BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT, LAVATORY 'B 'NDATION - TWO REQUIRED R15ER DIAGRAM, * ZONING CALCULATION5 I MATERIAL OF DUCTS SHALL CONFORM TO RULE 24, TH15 PLANS AND SPECIFICATIONS ARE EXEMPT FROM THE ENERGY CONSERVATION CONSTRUCTION CODE OF THE NEW YORK STATE U51NG 1UN WTI FOR POURED CONC X15 G I KKTOtLN 51NK 2. ROUGH - FRAMING, PLUI TUD I S POURED CONCRETE 3H- FRAMING, PLUMBING, 2. DUCTS SHALL BE SUPPORTED AS PER RULE 26. CHAPTER 1, SECTION 101.42.4. TRAPPING, ELECTRIC ,PPING, ELECTRICAL & CAULKING 5M 51GNATURE: DATE: 3. DUCTS PA551NG THPU PIPE WALLS AND PARTITIONS I a 15T. Fl. 3. INSULATION ATION SHALL CONFORM TO RULE 29. - 4. FINAL CONSTRUCTION CONSTRUCTION & ELECTRICAL 11118110 4. FIRE DAMPERS SHALL CONFORM TO RULE 32. MUST BE COMPLETE FOF uo l\ 1 CU REQUREMENTS OF THEC BE COMPLETE FOR C.O. PROJECT No: STRUCTION SHALL MEET THE t R50002 5. TERMINATION OF DUCTS SHALL CONFORM TO RULE 33. c.o. - EMENTS OF THE CODES OF NEW 111 DRAWING BY 6. EQUIPMENT kSUPPORTS COMPLY WITH RULE 34. TD YORKSTATE. NOTRESPON ATE NOT RESPONSIBLE FOR JER 7. EQUIPMENT V DUCT LAYOUT COMPLY WITH RUES 36. PIKE A550CIATE5 INC IS NOT RETAINED FOR SUPERVISION OF ACTUAL CONSTRUCTION. ' DESIGN OR CONSTRUCTION )R CONSTRUCTION ERRORS. CHECK BY: 8. AIR FILTERS TO CONFORM TO PULE 37. THE ENGINEER SMALL NOT HAVE CONTROL OR CHANGE OF AND SHALL. NOT BE RMPON15LF i1 5YED RIZVI FOR CONSTRUCTION MEANS, METHODS, DEVIATIONS, TECHNIQUES, SEQUENCES OR PLUMBING RISER DIAGRAM w F.. R 9. REQUIRED EXHAUST IS ACCOMPLISHED BY RAISING THE PROCEDURES OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONINECTION WITH THE PRE55UPE WITHIN THE AIR CONDITIONED SPACE WITH WORK, FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCOINTRACTORS OR ANY 5CAlf u4-° P-0' - SCOPE OF WORK: DRAWING No: I LEAKAGE THRU DOORS 0 WINDOWS AND BY DRAWING OTHEPS PERSONS PERFORMING ANY OF THE WORK IN ACCORDANCE )WITH THE CONTRACT B. VITIATED AIR INTO THE RETURN AIR DUCT SYSTEM OF DOCUMENTS ALWAYS USE DIMENSIONS AS SHOWN DRAWINGS ARE NOT TO BE SCALED. TO ERECT NEW SECOND FLOOR ADDITI OR ADDITION A-330-00 i THE AIR CONDITIONING UNIT RULE 43. i NEW CERTIFICATE OF OCCUPANCY TO OBTAINED. 'ANCY TO BE CADO FILE No: R: A - NEW 5ECOND R. ADDITION I OF 6 (2010-002) Q-~ ' ~(qq FACE MOUNT 11ANGEK ADJU5TABLE W ADJU5TABLE HANGER FACE MOUNT HANGER 51MF50N 5TRONG-TIE(LU5) SIMF50N 5TRO SIMF50N 5TRONG-TIE SIMP50N 5TRONG-TIE(LU5) L5U2G-2XG LU52G, LU528, LU52G-2, - -------I LU52G, LU528, LU52C-2, L5U2G-2XG LU528-2, LU5210. LU5210-2 -5025-2X8,2X L5U25-2X8,2XID,OR 2X12 LU528-2, EU5210, LU5210-2 WNW u D AIR (STING voti Asia` WOOD HANOI WOOD HANDRAIL wxo pecf, LINE ADOVE, 25'-32 TWO IGd TWO I Gd IJ \ TOENAIN TOENAILS EACH EN TWO 1 Od 2i'-22 2' x b' WOOD J015T EACn EN _ UP --4"x4VOOD P05T TOENAILS I WI CONC. FOOTING EACH END _ gIg (12'x 12'x 4'DEPIN) I IXI5T. 15. m`{3 V G, 9Wl5TINC, S ~WC.bD YLOORS 1.5TINC, NI / D "COORS! I W R055 BRIDGING SOLID BRIDGING SOLID BRIDGING STEEL BRIDGING N LOWER ENDS NOT NAILED, USED UNDER PA I~r UNTIL SUBFLOORING USED UNDER PARTITIONS SOME HAVE BUILT-IN 1 ¢ FOR HEAVY LOR 15 LAYED r - STAGGER BDARf FOR HEAVY LOADING STAGGER BOARDS FOR TEETH, NEEDS NO DOTING 5UMP ~ EASE OF NAILING EA5E OF NAILING NAIL5 PUMP EX15TING t~ DINING ROOM ° N N ~Sr CLG. HGT.=6'-0' c d? NEW LOCATION Of - 3 Th ELECT. PANEL I'M All RELOCATE EXISTING ELECT, PANEL - a NEW COUNTERTOP € NEW (4 2x 12 WOOD WT)00 I' I Wa a (f4)2x12 HEADER 10 o NEW CABINET5 ABOVE HEADER ao IX15TING - _ tRfSH " 'GUST. IN-TAKE 1118'-2' STRUCTURAL RIDGE O-'° HURRICANE CLIP 5TRU( ~ 2' % 12'@ 6" DIG 51MP° 51MF50N 5TRONG-TIE o w. a ll' 1 WOjD JO15T8 51MP50N 5TRONG-TIE(H25A) CATM CATHEDRAL CEILINGS _ IL__J VIII INSTALLATION OVER PLYWOOD L5U21 L5U2G-2XG L5U28-2X8, 2X I O,OR 2X 12 x REPLACE COUNTER P 4 - - - r EXISTING 15 ACCEPTABLE AS PER MIN. NAIL LEM PENETRATION (0-2003 PG.11) CE-2( C5-20X 15 MIN. WITH (7) I OD COMMON NAILS CABINETS ABOVEIWITH ATHRDOM PER R PER RAFTER INSTALLED OVER PLYWOOD 2z'-92 13J19 EOTING -NE~our$ IF KITCMEN~ R wllI ~ LL EX15TING t. BEDKOOM RAFTER CO 22'-2 IJ II _K CONNECTIONS • RELOCATE MISTING €IECPPJC ~~NTTT CLG, HGT = 91-0' 5CA1E: IJ.T.S. HOT WATER N ER I{9 _ INltli$ W. U I--j NBWWOOD / EUxW UA . 51-FOLD --1--I I STAIR5 W./WOOD __I_ p 11 HANDRAIL i- NEWPULL DOWN LADDER NEW (4) 2xl I\ f R ~ _I _ ~ I 2 LAYERS OF 1/2" T4'G PLYWOOD - - - - - TO 2nd ft. STORAGE AREA HEAR 1 I I II 1 D, cmak 1 UP 'II UP _=====J MORYRM LAUNDRY RM, 1 8' FXI51'ING CL l v :XISTiN~ UP FIP.S MTLR x 12' @ I G' do ~ccvcrs e sue WOOD J015T5 x WOOD JOISTS 2"x10'@IG'dc NEW LOCATION OF 5D WASHER MACHINE I' WOOD RAFTERS EXI5TING IX15TING 2118 EXI5TING 2 CAR GARAGE SEPARATION BRICK LIVING ROOM 65TING NEw DL Ear c VG ROOM DRYER N EXISTING' J 1 I WAw ~.84 NV i V I 2°X2 1 UGFR: 109.84;1.63 San, (I WOOD J015T5 VENTr 502 > 24.31 50T(5' 92 > > 2445.3.163550Y(.Ff.5%)(10%1 I LAYER OF 5/8" EXISTING =~N TYPE 'X' GYP. BD, FLOOF5 ~70 MU EIECT. 2 I HOUR FLI UR FLOOK DETAIL METER IXI5TING BPJCK CLG. HGT.- 9'a ~ (BASED ON GA FI(f FC 5240J f FC 5240.) NEW (4) 2,12 WOOD CHIMNEY m . HEADER 3' x-d 3'{7'x4'-0'g 3'-0'x447 3'-V o, PRE TE5T:UL RI 31955, DESIGN L511 1955, DL51GN L514,1 I -16-64 512-G,7,4-15-0 2'x 12' @ IG'cic SOUND TE5T:CKG512-G,7, 4-15-G5 C / TE5T:39(G7 C 1 P) CK6512-G, 4 C 1 P) CK6512-G, 4-15-65 I WOOD JOISTS 1 NEW (4) 2X12 WDOD 1 PROP05ED § I N INIIST. GARAGE NEADER ~ § I I ~ DOOR OPEN BRICK PORGti LNEW AWNING LIME _ _ _ _ _ J 5. - NCW MR. n.N lhl Kw NR, n.N lht =MGT,) F-9 OR I I (8'6"nGi.l - - - - - - - - - - - - - - - - - - - - - - - - - - - RIKE ASSOCIATES INC. 22'-22 2 1 L_J RIDGE BD~ RIDGE BOARD-NOTCHED OR 173 N MARGINAL ROAD UP DRILLED FOR CRO55 JERICtlQ NY 11753 TEL: (51 G) 9324625 g, I EAVOE 5LOCKING DVENTILATK SNOWING DRILLED VENTILATION 23L4 t 23- I O t WENT HOLES WRH PROJECT 1 y~~ 5CREEN ON BACK DOUGIA5 ROAD Q WOOD 5HAKE5 455 D0UGLA5 ROAD OR5HINGLE5 ORIENT, N.Y., 11557 5TRJPPING AT OVERHANG (OPTIONAL) E TING FIRST FLOOf FLOOR PLAN (FIA5HING NOTCHED RAFTER ER CELLAR PLOOR PLAN, FIRST PLOOR PLAN ~ EQUIPMENT SCHEDULES BAFFLE WOOD 5EALF SIGNATURE: DATE: J SHINGLE 06/16/1 I VERTICAL FASCIA 51DING MIEN GUTTER PROJECT No: 15 REQUIRED R50002 F NEW y DRAWING BY Pyyg Rphpy~ JER ,k CHECK BY: ~ 9YED RIM ROOF DETAIL D GNo: SCALE: N.T.5. z ° A-330-00 ICADONLf No: R. A- NEW SECOND R. ADDMON 2 0F 1 6 (2010.002) I a~ 25'-32 % ILI b~ UNDERNEATH IF PANEL SHEATING INSTALL PANEL CLIPS, T Y G MTN LONG DIMENSUION /i ACROSS SUPPORTS. STAGGER / z. lu' 'rU 'I Sw~- EXISTING i wa~o RAFrfR5- -WOOD Hi EXISTING SPACE NAILS 12" O.C. VERTICAL JOISTS. -WOOD HANDRAILS _ 6" O.O. AT ENDS 6' 16' aeAmEC nLeE (3'-G HG1 I I (3'-G HGT.) Per ODSnEATING NEW NOTE: ROOF SHEATHING SHOULD - 5F COVERED AS SOON AS POSSIBLE WITH ROOFING FELT FOR EXTRA i/ OPEN TERRACE N / / INSULATION < t PROTECTION AGAINST EXCE551VE MOISTURE PRIOR TO ROOFING vAFOR REiPfipfR 37, G, i- ROOF FRAMING MfMB@ANF NEW SECOND FLOOR *0 FLOM ANNIT-10 I PROTECT EDGES OF EXPOSURE 6'•22 - I * 2 OANEL5 AGAINST EXPOSURE __-LILT TO WEATHER OR USE EXTERIOR - - - - PANEL STARTER STRIPS APA RATED SHEATHING RpJF'LINR ABOVE -Fi N ~ (2) 3'-0'x4'-0' 5'{7 x G-0' ) GLA555LIDING DOORS RS 2'6'x3'-0' _ § ROOFING FELT aC o ' NEW J CID Ii U1 Cw~D FiooRS 3' 22 LEAVE A" GAP AT ENDS AND EDGES UNLESS OTHERWISE 8 5'-8' SHINGLES (OR SHAKES RECOMMENDED BY MANUFACTURER 3 0 o DN. EN ON ROOFING. FOLOW 5'-0' 17'-82 NEW ILET 24,, b o ROOFING MANUFACTURER'S NEW SECOND FLOOR ADDITI § BEDROOM k2 NEwMASreR RECOMMENDATIONS FOR CM NEW WOOD I L92- 5-I 5D 3 ' BEDROOM ROOFING FELTS 2 I Y STAIRS WJ WOOD ?lU.. zU.. •o° AREA: 171.74 5o.Fr - AREA: 140.15 % f HANDRAIL LIGHT: 35.32> 17.1750.F1.(10%) 4 ROr-LNf Ae_v - UGHT: 34.00> 14. 165Q.FT. I Ob) NEW 30x80 VENt: 17.00>7.99q.Ff. (59N WD. DOOR SOi'" 1 VENT: 17.GG> 0,58.50.FT. (5%) -I ~ p - 50I Ly ' N Q I GFeM.~IF _TI I~ NEW TO CARLLGA 0~4tGME LADDER O O 0 l II EWA b ° 1117nt1-T I I EWI24x80 Z? NEW N _ x ~ 1111111111 il'3 .GOOK I l l l uYltn 1 1 1 1 N CL. I IUA 5D N O NEW STORAGE AREA p (UNFINISHED) (3'-G' IHGT.) 0 1-~Q AREA: 136.97 SQ.FT a ~~r~ 5D • b AREA: 5a2.40 50.FT 5 1 .R GYPSUM BOARD, USE UGHT: 24.00> 13.69SU".0096) y{7'~ ux LIGHT: 145.6>56.245Q.FT.(I0%) NEW VENT: 12.00> 6.845Q.FF. (5%) ,1 _ vENr. 74,0> 2,912M.fT. (5%) FAMILY ROOM " J W.R. I/2" GYP. BD. @ 6ATHRM. M I LAYER - 5/8" TYPE 'X' GYPSUM BOARD O - - WSTING OOM - 1 SIDE. - NEW - NW ~ CHIMNEY =ROOF GwooD rLaONS tiv 30x80 \ )DR N O WD. 3 (~uwn Fi tee= W Z _ - KC I BATTS OPTIONAL v W NEW UOCATION OF N - ElEC7WC HOT - 91 Qwnoo Lao2s \ 3 WATER HEATER \ 2"x 4" WOOD STUDS @ 101 O.C. ).C. 3 METAL STUDS @ I G" O.C. W \ 3,0 0 1 . in $ g7~ - S p NEW LOCATION OF _ - OIL FIRED FURNACE / -G E b °c,~ 31 a i -V S NEW MECHANICAL ROOM ~rioo P~H.q ~ \ N! N ~,s N 5" R z a'~xs-a 121.3'-n. avr / l_- l Lx U 6Wc 7 gA 2' x 10 p! G' ok L _ _ RooF UNE Aove WOOD RAFTERS WOOD RAF(E~RS INTERIOR PARTITION I I HR INTERIOR PARTITION 1%.3' II (NON-BI (NON-BMNG, BASED ON GA 600 FILE 8 WF4136, R5 5-1 B) I7-4' 23'-I I" ~ql~W 5'-0' 55'-32 NEW SECOND FLOOR AMOITION OIL FIRED FURNACE (HANGED) Q ¢ BASKET STRAINER MPGR. : THERMO MDE MODEL OT I 1-105RA WPUT: MITER CAPACITY: SERIAL AP245420 ME.A. PROPOSED SECOND FLOOR PLAN PLAN NAILS 5CAIE I/4'= 1'A' GUTTER OUTLET OUTLET RIKE ASSOCIATES INC. -4t- 173 N MARGINAL ROAD JERICHO, NY 11753 TEL (516) 932-0625 GUTTTER HANGER GUTTER OR PROJECT ?GAF' EAVESTROUVGH 455 DOUGLA5 ROAD DOV?NSPOUTT HANGER ~b9 ORIENT, N.Y., 11957 EQUIPMENT SCHEDULE (SECOND FLOOR - MECH. ROOM) ROOM) PROVIDE ONIE AT TOP * 3e BOTTOM, PLUS ONE AT ANY INTERMEDIATE JOINT rO / ITEM ONE OIL FIRED FURNACE (HANGED!) ATTIC , ro FRONT E EVATTIION, PLAN* a~73 NDTE: MFGR. THERMO PRIDE PVC PLASTIC GUTTER AND MOWNSPOUT ~02 7 MODEL OT I 1-105RA PARTS ARE SIMILAR TO METiAL. SEE MANE DATA FOR SHAPES AND SIZES. j~- SPAL f 516NATURE: DATE: SERIAL AP245420 0 S 0611 FJI I INPUT DOV?NSPOUIT HANGER PROJECT No: R50002 OUTPUT ELBOW OR SHOE DRAW NG BY TONS 0OF AIc JER FD Ri2LYO,fl CHECK BY: M.E.A. # 5YED RIZVI c * WING No: TYPICAL GUTTER DETAIL m ¢ A-330-00 SCALE: N.T.S. .e F s o~~n~ CADO FlIJ: No: R:A- NEW 5ECOND FL ADDITION 3 OF 6 12010-002) EXISTING CHIMNEY METING New ARCM sI ENlll aveR IDo mr G,,i, CHIMNEY PLYWDUD ccv B"EAmING (FATEN510N) (EATE1510N) 4 TOP OF ROOF LL ' JI L LI u U LI 1 _ u L 5 p t_ J. LLJ a ll u 11WL~111,J_u H N 0 LI II ~UIIN QGUTIYR N o J CONN6CTfG TUN[W IllM1NUM GUTIYR _ 1LUJ 0 LLI ecTeD BP LY114i CIG N LL ED Lj J LJ~ I DzrJmu ELL TU N[W ELL ATTIC FL, a . PRUPOSED Q - BRIDE FACADE ~ x o 0 I LIAR RT. G - NEN'ALU C% LEADER *U Ee 0 - f.ONNCGTCD TO FiTING SHNME n:5MGK LEAD °1BRIC[ EncADE V, Z W 7-11 O W y 3 12 4 - W - Z Z SECOND FL. .~o NCW ALUMINUM GNTEP. - L7ADER TO 6[ COAINEQED TU L f)'ISTIN6 iEWPGE F nnn'D TL ~ 3'6"I'IGi PROPDSPD- _ BRICK PP ADC L' ? ? El 1:1 ? ? ? ? B R 71 F71.0 F k E] \ Z ? s PRUrw eo_ 0®~0 ~rRO 0 ED rjhfIP,5T 121 1 OPEN BRIGY PUP.CH El 1E1DlE:1.EllllllA.~l I. Ellill PROPOSED - I 11 II I I L=INT B'rt ll6'FII]UD VCNi li NOT. GARAGE I I I I I I I I I I I DOOR I I ~ II I I rizri----_ 1 I I I 11 -•I I FOOTING 8" x 1611 FLOOD VEI °LOOD VENT (TYP.) PROPOSED FRONT ELEVATION 0 5CALe 1/411= 11.0" FRAME: I - 1/41, M 1- 1/4" DF_E, I" FRONT FLANGE HEAVY GAUGE EXTRUDED ALUMINUM SECTION SECTIONS. MINIMUM . 125" THICKNE55. 5LADE5: HEAVY G HEAVY GAUGE EXTRUDED SECTIONS MINIMUM .OG3" THICKNESS. CONSTRUCTION EXTRUDE IOM EXTRUDED ALUMINUM SECTIONS MECHANICALLY FASTENED INSECT SCREEN: 8 X 8 AL -EN: 8 X 8 ALUMINUM MESH INSECT SCREEN, REAP, MOUNTED. EXISTING Neal ARCH SHINGLES CHIMNEY avfe ISA TeLT ewtDC (EXTEN51ON) ,W=0 CHI SHEATHING m r TOP OF ROOF _ I I a 0 z o P_ u 0 0 a PROPOSED C ATTIC FL. STUCCO O l`yy NEW ALUMINUM LIAU R TO Dr Q V ONWiO GONNPQfp TO TO ~ a ' f%ISiING SEWAGP LL -j NrW ALUMINUM CUTTER C CPANM ER TO 5! ID CpVNfq i. 0 C%ISiING 5r SfWPGf NEw WOOD a nANOxnns s'o'nar PROPOSEp OPEN iEP.RpLf Ny ovfRCxlsTlmG lee R,) W p ~ LU W - - N I 3 ui RIKE ASSOCIATES INC. 3 ' W I SECOND FL ~ * "~'i 173 N MARGINAL ROAD JERICHO. NY 11753 TEL: (516) 932-0625 i PROJECT fN19TING WINp HNJORAILS NGL C)IL Y.) 455 DOUGLAS ROAD ORIENT, N.Y., 1 1957 ft U15TING 14'v 9" wood P- 5T5 of - e Pq E%151NG =N ..U [MISTING i2 "v N' 'PROPOSEp WI Q n15T FROP05ED FRONT ELEVATION pRILK FPGAOP FROP05ED RIGHT 51DE ELEVATION FIRST FL. SEAL SIGNATURE: DATE: !1 11 06/16/1 I ® PROJECT No: R50002 ~ I DRAWING 5Y O\ C 16 fWOp L2M ILJI B'M IG"fLOpp VPM Lp " ENT I I I Ri 'I b 'i Ii i i o z j 'II C€ I I Ii Ii i i V~ _ _ __1l I.L. P NEW Vp JER Fitz 9'f CHECK BY: ~1rll%1_- ~_lz{ I L _ I I II * SPED RIZVI .}FOOTING- ~_j -___~J____ LJ____-______~ L__J DRAWING No: z PROP05ED RIGHT SIDE ELEVATION 5CAf 1/4" = T' A ESS ~P A-330-00 CADO No: R. A - NEW SECOND Fl.. ADDITION 4 OF (2010-002) NEW AR,GI1 5111NGL6 twee l sx rt snenrnMAM OG ernlroro cox wc ~EXISTING HMNEY 0 ire % (EMENSION) LI11L, II ..LLI LlL 11-LLJJ LJ"I 11 1LLL11 J. 1 II_LJll LIUI ILI 1.11 1ILLI1-ILLIJ~11_ LJ1 fJ Lt UIl LIL L . ~JIJIJIllll11~J 1- ILII WW I~~L .IIJ llI W WlL ll L~ J JJII _ TOP OF ROOF I.ILL~~JIJ.LIIJ~JJI IWJIJ Lllll l - UL1ji Pul llLlLI11,1,11-ILWLI IJJJll.L~LLUiLA 1Il_IL UJl,11 ILILLLU ILILLI ` LLf-LLIIWIIIIJIIIIJI I LIL1W7 117LJ ~W ~~~~~1 ll1JllL ~1II~ _LLLLIIII LLJJ~~~~JJ~~``JJ I- 1 I. llLll )J1 l L 1 ~ll _W IJLL~ L~JJIJJ1JllLLIIJ.i11J11J J~ll_ JJJI p 11 111)WJU~IIJlllllL11111111 _ U1~ILILII LI 1L I LIJJJll LLI_IIJJI1LLJJ LLJJ'IJ~_I~~~4I'I~'117L111 ,LJ~I~II_ILLJI J11111111~~~~~~__I LIII `lJ IJJ~~~JL~JI1I.LLIJI L I' L I Till, Illlll ll I~t l xJ. LL L W Jll l_tl J W L W_II W 4 L v ~J1I1`LJ111111 li1WJl lIjIIJJ1.i11I1I`I`JU II ~~LL~L II1uJll~I11 JJ i41I~L 1LLllIJJI L IIJ J U JuI LID I IJ 11~11L1,4 4j uLLd uffi T II T N UL1Lll J U11LJI~J 11 _I~uI WIIJJLJLfIII IIII I~~ 1W~.IIJIL.LIlJ1LL~ILWLWI1~1~r~ 1111111 I1J1 11`11 ~LI.I_ILJl I_"U IJ11J u-IIJLIIJ~ILIJJ 1u~ _ILlW11,L 1LI1 WW UII ~J 111111 1 L_ 111 J ~~u~1~I~LLL JJLI IJI IILI, u Ui11 ll )LWLJL ILJLf~LL11 p_11.1J I1IL11_I1 I ~~LLll -W 1111J~IJ11J11L~LLuI111 11 1 LJ L] F, OJ Il l LJLLLI -c ATTIC FL. 84 C EXTERIOR SIDING CC _ O BUILDING PAPER A NFr ALUTANUm rsU MF r -11. .J ¢num M eE / - Ez1sr11ac sewnGe ~ Ly mmNCClmro ovr=,rxsrNC I I ILL. 5/8"THK. PLYWOOD 0 _ _ New wuoo ~ ' I "THK. ALUMINUM FOIL FACED GLASS CD IraoFOSeo oFeNURF.oee ca REINFORCED 150CYANUFATE FOAM INSULATION Lu W fyA _ FroFwec ~ 5rLILCO - 3 5/8" FIBER GLASS INSULATION W 3 5/8" MTL. STUDS @ I G" OC reora m -1., 1 srucco , I I ~ Hill 111111111111111111 111111111JI11111111111 1111111111 imillim I 111111111111 11 L_=_-T T: rT.= "1,'_r _.J - IIIIII'~ ~IIIIIII - _ IIII~III~ ~IIIIII' J wr~oo v~ ~srs - I - _ r I m _ - r rr 1=- (FIRE SIDE) SIDE) wooo.awr - x - r_ ~ _ ~ - - - exisvrvwrwo t I LAYER OF 5/8" x - z 1' _ t x - i - i mLS a.c' ncr _ FROeoseo Z- n IExISiIN^= OP OPM Nrooo oECq - - :CBR1cG FACACe TYFE 'X'GYP BD. T _ C, L IT _ ' - - - FIRST FL. 11II~~ry ~p1 EXTERIOR WALL WALL DETAIL _ 1 ~,A r i 11 I 1 I1"IIlb CN B', IG"FIDOI, (BASED ON GA FILE WF 81 24 (g, W' 81 24 (g) IN, T.5 Ld VEM p' 16"FLODS"T ooo MT a:1s•r+.ooD N:Nr 11 y- FIRE TEST:OSUC534, 3-12-79 4, 3-I2-79 1 y1I1R. RATED I I I ~ ~ i O 2_ ~ i ~ _Z F_ Y I II i ~ I I i 1 ~ ~ I SOUND TEST: Est. f L T------------ L IL____ _________J I ' FOOTING PROPOSED REAR ELEVATION NTION SCALE 114" = 1'-0" - -EXISTING - m=w nRal snwcLes - OVPB 11M rftl GrfiDf CHIMNEY Vrow DD co 5n[n.1IING R (IXTEN510N) m m _ TOP OF ROOF 2X10 Q J0" O.C_~ - \~r WOOD JOIST LLL _411. Illllll_1L~11.1L[.i N P'DRYU0ILLSCREW ~ 518" GYP. BG. CEILING U C2 NWNLMINL O ~iI1RfP fROP090 I - .1,,NIM f R TUccu CO a9 ; I ll , ~ ATTIC FL. GYPSUM BOARD OARD CEILING DETAIL caauec snccu n cc 51 r l cc Exlsnu saawE _ CI _ O NSS. O Q _ LL L - IueW rvaoO ` PROPosEO Cl nAVDRWS S'c^ncr \ stucco -1- NM nRl]I 1511 L'5 NEW nLUhUNUMGUUTn O PPOPOSEG OPEN IEPP.FLE \ m ` IY UYIP fJSIINfi lel l"LJ ~ 'lt~ ' ovrR 5,r rclr GPaDE eLeweR role vivwooo ecu5nenrnlG counecreoM v \ CID - EX15TING 5PWN5r W y / W ,L~' ~J CLL I _ ~ 11L~i.I,I LIW ~ ~ Iu- Z BIKE ASSOCIATES INC. .u SECOND FL. 173 N MARGINAL ROAD f- JERICMO, NY 1 1753 TEL: (516) 932-0625 M'IN' W11 EROJECE IENIJiI. L O R V 1ID UEGIq tl "C S- _ -l. S, ~ ~ 455 DOUGIA5 ROAD ENISrINMlJ0 IAL- E VN WO - 2_I]L PEDPOSfp PROPOSED BJ IPPCYI _ T_f" S _ ~ @ICY fP4MP _ _ _ _ BRICk H'LME EX15T. EIECi, METER ORIENT, N.Y., 11957 IEpSrINN(a CIIIN i.NLS OP S 2 -f S T' PROP05ED REAP. ELEVATION FIRST FL. PROP05ED LEFT 51DE ELEVATION 7~L- S _7 _I' LT - -r ~ 5EAL 4 SIGNATURE: DATE: A I 16AI s.Ie' omD VEr ala'PLOOO.1 rear a.1e•4..1IVLNT 7FOOTING 06/16/1 I li -i-, I I - I I i I PROJECI No: M002 I VXTION DRAWING By E OF ,f`'~PgYED q~ i0 JER L - CHECK BY. SYED UVI 8 m * DRAWING No: FR.OFOSED LEFT SIDE ELEVATIO ~9p 621 A-330-00 SCALE 1l4= I'-0" ~SSIONP cnoo Fllf No: F R. A -NEW SECOND FL ADD TION 5 OI (2010 - 002) i _ 3T-6" New uovlNUM CUn New un 2 m cuT eauNeaeo.D N .evert m m eauNeaeo.o New w NEW SECOND FLOOR ADDITION DE6% - oRnM ozwtu ll~1J..JLJU J L LiL i 11Lll w - '4' L 1 J_ 1 II_LLll eurtoiNC uue eeLON% 1 6.1 IG. ii uul II 11II I I - z I 2 10'® 1G-oc Q`'' U W DD R ENS I IL y 1 I ~I 1T-02 Lu. 1J l! NEW NEW SECOND FLOOR ADDITION ^ J L _ 11 1 III-iuu JL I m ' n J~J I LL NEW ROOF 11 L . PiiwoD sl lennNG ~ J I 11 ~ - W.J.L .L JI L LJL L~ ii I I " ,'I~LI I iNSULArloti L m G I Z ll ll~_ W.JI I PIi~CN ~ sunDluc uNe eeLOw ~ J 1L JL'LL I I I I 11 I I ' I 1 JLI-L1L 11 0 F JLJ 1( LI L3 % JL I VAPOR RETA,RJER 1.L 1LI JJl 1 LL L L I I I' ~l.t JI. ' I I 00 0 FULL STRINGER U4' Lili NEW Of I I Lt U L J 1L IL Q WOOD BALUSTERS 1 1 1 l L. W I I L W _U1 ' ll llJ- III mill Ill I I I pC O FNe O 3'4" HEIGHT IuL I ? O Will J FINISHED FLOOR 6° WOOD HANDRAIL m W I' ~ I I u1 L L I M W I I_ I I- - ' L LI'.J I I III 0 WOOD HANGER 6,. WOOD STAIR DETAIL .10 . I IJr'_tl UL IllJ lvi2wi f1 ll O T Q NOTE: p ut _I a u4~ ~,,J LU W Cl* 3'-0" WIDTH OF STAIRS -mw Ip J w~0 _ l I.tll,~-11i_ IJ ~ LJ ll r y 1 .L "R SH D.F OR N W 1LI.LL11J ll1 1 l 1 I J fH1571NG 1 U W 3 W 1 I~ LL I 1 .ll IL MN -Cf11Cf11MNEY _ • LL I 1 .Z 73/4"RISER .I 9 ll-IL u 40 JI111.1~~-9 1LI1 I LL I I- -111tLJ1 .IL JL u1 a 9" TREAD PLUS 11/4' NOSING IW I~ Ii1Y? NEW ROOFJ III - , NEW ROOF I 1 ll Plrcrl I 1 LI U I 1 - _ _ _ - - I J sulk I rnNG uNe sElnw 11 1 9 I L El lull ~ I 1J_I I I L ~LILI L 1 I PIrr,N i7 o I LEDGER SUPPORT IW m FOR CARRIAGE J m L11L LT- L J ~L - - - - L ' 111 I' I u• - _ a CARRIAGE i}° L 1 MAX. li 1 LL IIJ 'ULIl LI1 L _ _ - _ ' IL i 1 L - -1-NEW ROOF _ NEW ROOF FIREBLOCKING G III II Ilil 11 II ' i _ ~ i sunolnw LINE se~ow suaDING uee~sn i l l I _ SOFFIT f Tm u ll~ 1LLL 111 ~J WALL FINISH N¢vi 41MiN.9A GUi@P NEW NLMINUMfiUi n LEpLYP. ro IP. { 110, tt N[W N fi 41MI,WM wNNearnp omNew 56.32 coxueenno rose 4pNNEGR~ TO NLW oaweu NEW SECOND FLOOR ADDITION FULL STRINGER PROPOSED ROOF PLAN FINISH FL, FLOORING ,ckff I1A'= 11-01 -P x4' Co0.4R uP5 40. O.C. 5TIN CM 1(~(Jf.Y Q. x 12• RIDGE pEAM IE%I'EN51UN) r m TOP OF ROOF TOP OF ROOP 21 x ~D. Rxr OVKFW ER u FELT crs~ [ - - - RAFTERS (aJ 16' O.C. rL1WO0DCpx5neATnING CARRIAGE NEW ALUMINJM GU R SPACER LEADER TO M i J11JL 4-N Y I'~ I'~ CONNECTED TO Ex1511NG 5EWAGE IJL~LrU~f ` /C' )UNp O R STI ms cm "A 112" PL•A4 JID 5 @ rric FL. ~ATfiC FL. I ~ w• NEW EX MOR WALL CON?STING 3 5 J~ STIlpS ® 16'O C , I/2' GYP, pp., 3 I/2 ID., .3 1/2 SECTION THROUGH ~S ~i ~ 4~ ~i 9449 ~ ~ ~ ~ ~ LK9f!$ ~JTJS p.PX!S rHAS Y(i9S ~ =IBeR Gross IISUJAnoN wm vAPOR CENOR IR- OBEPNEENWOOD SiUm H VAPOR IDSTUm ; STAIR WITH FULL CD / f 31/V.S LJND BAIT /2'EX'ERIOR PLWRJO PAPER ER AN AND INNYL G VINR 51101 5101NG BUILDING YL 5101NG STRINGER WOOD JOISTS / a NEW ALUMINUM GUTRR AINUM 6UTRR 5/B' F.C.GYP_nCARI j 5l6' F.C.GYF'. EOM/ NEW W HI NEW WORD ~i ~ IEAUEK i0 BE Q CONNECTfGID TO BE nAN TER nGi. fD TO IPROPOBEl) D OPEN TERRACE WORNLS 3'-G" HGT. 5ED OPEN TERRACE u, f:%SiNG SeWAGE y, Y SEwADE NEW NEW NEW NEW MASTER OVER EXISTING Iet FL.) tR MISTING I.t FL.) 1J" MAX. to BEDROOM #3 CL. CL. BEDROOM ° V~RADIUS 1/2' MAX. NEW W OD PLOOw Iz^ PLw?~,D WOOD POOR 1/2• PONVOOD IXI110 16TOiY ~60 MAX. , SECOND FL. SECOND FL. REAR exreN5IGN REM1P FMtN510N RIKE ASSOCIATES INC. ~199NG3tot S ki mimesmm 2m STIA]S miM44RfmR~'sS Si mm ADAAG ACCEPTABLE - s 12•wuvo enn / 173 N MARGINAL ROAD NOSING JERICHO. NY 11753 TEL: (5 IQ 932-OG25 N.T.5. WOOD 2' 0} I G' clc 105T5 / 5/d'P.QGVP. 9DARD -/b"I'C.GYP P.DJ/ ~l cxlsnNG wro cxlsnNGwoNN` oo EROJECf CLOSED RISER STAIR WITH FULL STRINGER IIANpR/J153'6'NG' rIANO.15T e'X EXISTING EXIST. EA5T. EX15TING EXIS - 455 DOUGLA5 ROAD BEDROOM CL, CL. BEDROOM OPEN 0 ORIENT, N.Y., 11957 DE WOOD F, WOOD P O WOOD icoR, wooD LOO.¢s DETAIL "13" rlNSrFL. r~r FL. PROP05ED ROOF PLAN GR055 SECTION A-A EXISTING CRAWL SPACE 5EAL 451GNATURE: DATE: 11118/10 - - --i " " " PROJECT No: KI C 01, I L 11- I 1=PfLI= RJ` II -Ib~jL-Fll_I ol[ '~-11n1-@., .-Pl' uY~~L-oIIE1_7- I - 3 v fill -I II- 7 R50002 -iI1111T.G H@W-LI'm~LL-S7-W~gl~II>i~r_l.-1I_ j aQ~_ P~T`LiiLLa_I- 47z~-IlL~y_T,~ -LLII~ =U-~W. _i -0_ -1~~=UreJIIDU-_li_-L GFW-_ R-_ IlrTl- ~17~ Ir-17- l _W_ L11- P- 1- [ II-IlI-1--1L- I II _pQkl_ _ _ _r I _ Gl~ Ib lef?v-L~1_I6=fiF1~-LZI_--I~11-a11 I_ -LlsOdl~t~IIIZ;GmflkliCllt=r --_I~"'I~FF76-W-Uk~II~Iak 1~-s a lrF - - -Il -ill-'"L¶~-~'I~ m -II ~I '~I DRAWING BY FOOTING -1=E=1 FOOTING ~nr?."rt -~'-._+ri_.. -1 fir_~I-u Ci-~rtP-n~^m^m_PJ-0'rt^IL~mm--I °Itr- ~_Q1=~I•n Q!- _N' _RI~l`-r9-ID'PI_mrl-r1 N , --e , w- mW ' L N-uSON- 0.11-1111I u u -I - -I row- w u tallp! LI-'-!1 =W~~.u-rr~-mlmlQ-~i_-li r-mu-w--ylll-~r 1CU~ -m= uYW-_T'Ir ITlmulmrlu~=_-Z-GI~ --IEI~'_W_,-„Ilk- ~i---I-Ir III--nI-I-I-I I I IIiF-ICI ~j1~ ~Tr ^*y~P JER 0 CHECK - ~ - _T_LLL10,1'- l I tJ +C,,-ti'= u~ • - g 2' 9~ 5YED RIZVI !I-fi kII1J=m _Qkl -r• t•=1_~IIF1 ~~7F1-I Cll~i l-III,` -I~JI, W=I~I~Q I~ ~ - I I=-_~IJ-- lid - Apr=i_i~ ;dIN~-li_1-1 _W 1~ - -LL-I - Ili . .7=W ,Il-ll'rlTj-Ir lr 1 t-+f~ -T ll- IItU 1z l-II1-_Lk,]-i.l- - -tlla%~l r I 1 DRAWING No: -1lf,ll~IjY Im III-'• =Pri`IIti.IFILFI' IL ~~jj~~ _ TWIT ~1~114 _CR055 SECTION A-A 1ONP~E~r o~ A-330-00 SCAIf I/4"= I'{N CADO Fllf No: RI A - NEW 5ECOND FL, ADDITION G OF G (2010-002) DESIGN CRITERIA _ REFERENCE 5TANDARD5 _ I-A5 FER5PECIFlEDM1BiIN TN6E WGIMENTS g3EE FRAMING NOTES ALL INFORMAnCH AND 5PEGFICATIM SHOWN WKMM THESE DOCUMENTS eEnECrs NORMAL THE FOLLOWING 5PECIFICATION5 AFT THE STANDARD VALUES OF THI5 01 /ALUE5 OF THI5 OFFICE, EACH OF THESE VALUE5 MEET5 OR E.CEED5 THE REQUIREMENTS OF THE NY5 Rf51DEINTIAL BUILDING CODE, PRE5GPJBED FOR THE PROJECT HEREIN snrMwuTS AoeHNmSrmcAMERax rcR MNNAL5FlT10N 3,4.4.2. 0CN FDRC8TIN~RARFAFORCRLVASi.S WU00 rFN Dr K~HI AS0HEADERS c MTh~iOGGCI~AD'¢RrHEAP~Mi¢ ON REM, rR um. BROR" TO THE VA.2. 1651UG CU IllGE510 RP BI[. BUILDING PRACTICES AND REFEUNCR5 THE EDU.DMNG PUBLICATIONS 2-All NIAD BPMJNG UM.NfR 91 W L 9E OF DL5 UMNER 9IWLBE OF OL*N0J1UNR57P.f5i FB+850, E=I.WO.000F5.1., 19.2,G CUM 1ILSTO BE HOMAOEDAT ITOMERSINIEVW HI'ROOFRAFlER WHW [DUNGJ05TOD. NA. 2. 20RDYDEf3) I"0V@iTH0E5/FOUND SAttWMS. 55MIC GROUND FR05T WEATHERING TERMITE DECAY ERP05URE UPLIFT LOADS NINDBORN FOOD DWRAND WINOOWLOAD5/5PERTAHIER301.2(2){(3) )QXAA5RRU,ROlW2. 3 NLSHFAmING ANDSU6NAORNGTO BE 51 05116H MIN. AND N4' .N4 MIN, N0 FDR5U$fUO0kNG, RA DC NLI'LYA000,RTICRNROM. T TO O PROV FROVIDE IDE FORFDOF GP 0.TtRlDR MiR FMV VDifIMIDtNG RWf IN RAT PROJ R00F AREAS. IMOW, SULBE AJUMNLM OR GALVANMUMRWALVANIIID. 22BEfOREIWANG STAIROPRNG5VI:RIPIMINIMUM nFA?nBGMQfARANCF50FTA'. • BUILDING CODE OF NEW YORK STATE 2002ed LOCATION RIMER IN`51GN 9UMMERCf91GN caNGDENr HEATING ZONE WND 51 sOSMIC c • RESIDENTIAL CODE OF NEW YORK STATE 2002ed DKr BuLBRMF ORY5ULB TEMP WET BULB TEMP. DEG. DAYS 3 sErANO GusT FASTEST MILL DESIGN car sN 51GN AT SNOWLOAO LINE DAMAGE DAMAGE DAMAGE CATEGORY DEBR1520NE ZONE Dp RATINGS MNWwIMPACT Rf5I51ANCE 5KYllGHT IMPACT RE551ANCE 5HFATH~ING TO BE Jr? MIN. AND N4'MIN. FOR! d MOOERAfE SLIGHT TO VARIED, SEE AMERICAN - MINIMUM 4-Pll XMDR NAILING' IN D?= WERIDR NG, M W= O EN1FPdOR WOW, BiWLBE ATING AND RRFpWtO11ARTOTHE IN)Of JOb15 • FIRE CODE OF NEW YORK STATE 2002ed 1001 SewoWA'G CR50uDatCCM C 451BS'50 m TO SEVERE B FOPJ5T AND PAPER NO NO PROVIDED NIA MIA ROOFlNG WDWNGCRSWDINDLMNG A)Bfl O.G MANMLM 60CR5, [ELLMCL+, ANp 23 All PoSF.¢SID RAMKKIMUM O'DIW'AND AlLTRPMBTEEAMAMMUMOfTIN DEFiHMTHA NPoSMGBEiMr~FN 3/A'AV01 IN' PRDJEQION G5lR$ PND iRPPD55NNLNDi DNA1B MORtiHAN 3'8' AMERICAN FOREST AND PAPER A550CIATION WOOD FRAME CONSTRUCTION NASSAU 13' 89' 73' 4910 1 Ib 1IOMPH 90 MPH c 45 MANUAL FOR ONE AND TWO FAMILY DWELLINGS 995ed TO HEAVY MODERATE qt[r WOOD FPJME MANUAL 221-30 605`5U RING FARUIT FARIIFON55P 'FARAIJELFARIIfI0N59PAC[O MAIN TO FEFMR1He FA95AGC DFIHPNG OR O.Y.T THROLgi0UET17tmnFEPLN.MIN(MOMMDIIIOF5TAJR5TOBE36, %F®Ai MAgA1UM IA'INiMVNS CN (fAMNGFMRXN0 AND 32'IMERVNSON 24 ALL IMAMS AND 5PIRA15TAI151000M1TYWTIN THE NEWYORA5TATE MOEMADUI1DING COX. • ENERGY CON5ERVATION CONSTRUCTION CODE 2002ed 120 MPH WND ZONE, THESE LOCATIONS INCWDE: THE TOWNS of EAST HAMPTON, 5MN.TER I N BFA~NO; BRIO FTINR V'455 Iq~`IiC 5T HAMPTON, 5HEI.7ER 15.AND, 5OUTHHAMPTON, 500flOW AND THE VILIAGF9 ODEKNG HARBOR. EA5'f HAMPTON. GREEN PORT. NORTH hAWN, OUOGUE, 5AD HARBOR, 5OUTHHAMFrON, 50LAZD, WE5T HAMPTON BEACH Z" pRW F BNOMAN G AB RDUIRED IN C01 ANDVINTERVA15091,014 BFAPJM1'G PARIIIONS 25 ALL H4 LS ANDGWRRM55HIJL BE W HIGH AND MUST BE FEEWIDE AROUND ALL SURFACES FRNGA5 REQUIRED INCCMMMLEP.RH Tit IRECODEOFNEWYM 'E-lMARYM. ICHARE 16'LRHIGHERTHNAOJACM5LWACMANDFORKL5TMof2Rl5Er CRGRATR. CONNCCfI0N55H0'MJ RPHIC,TIYPICPLCONDHI(N19AN0 ARE ONLYAPPL'CA&E WTIEF.BVER NEC755ARY OPRHNGS•SAI1WHT5, BAITMBSAND /PPIIAM lOLSTOR FULL MITIII SDUD BLMM UNDRALLFL515, PAMNIONS, ARMW All 2G lE1VAIR5HIEN5 AND5LL9AIMTOBE FROYDC FORAIL NCW TDUNDABON N9R1' 3, &RM55AND /PPIIANCC5 OR PRIVIES. 27. NEW WORKS TIE AND W INTO FNISDNG W A5 TO FREVEM LEA$", ENERGY CONSERVATION CONSTRUCTION CODE FRAMI FRAMING DETAIL FOR HURRICANE TIE5 AND NAILING SCHEDULE ATLMODF.I NUMBER55FEUPIED t1 ON REFERTO 5110F50N 5TRDNG TIE PRODUCTS, EACH OF THE 6PRD DE OOUBE OBr OR U WDm AUI SL 09S9. M BEANIE. OEHGNAfW MTV ANV _ I0. DOM 3M~'„ry~~MEM5R, WITH A MINIMUM FLL]tlm .0 NAM MTV ANW OR W NOTATION 5W NAVEA MNIIMUM MMOF IY1H A MINIMUM FTt]VRALSTRE55 CF 2,800 PSI. 26 ALL WM OPLNING5511PJL BE FROFERLY FIA5W ALL LOAD PATH' L LOAD PATHS FROM FOUNDATION TO ROOF ARE CONTINUOUS AND AT EVERY WALL STUD I,. 1 BEAMS, OF STANDARD WMBIR R F AROLND PEGMEfER OF WM, PROVIDE MIN. W OF STANDARD WMEM 5HAUL BF MARED TOGETHR n,ll ~1M l 16D RAILSp 16'O.C. 29.115E WAS!"OOF MEMBRANE PUSHING ALL OUT510C ODORS AND MOM. )PRAM MDVIOEMIN.W2'OFAPlNCC TO EDGES. rqM BLAMS i6 MAN" 30-F715HINGTOBERD IiOTB R~ROOf MnM~MS.VM,5MGC5.CHIIA S.OPtD EATHE PO I ORMA APPROACH AI ECCC" REQUIREMENTS ON A ONEW N EM PERFORMANCE CE(AS PER EN EC SEQ. 402.1 ASECT. 502.1) C-6-8D _ MT512-N I4-100 RATI IRRDMB 91)15 ALLOmERBEAM \ C - 8-8D I I-WNHE JgST MANGEA5 AND OTHER EACH COON ONNECTION IN EACH CONECTION VImTIrmmRYJD0111 119DE All D1HERBG'AS TO BC THW BOLTDI WIMTHt SAME MiiFRN, ROOF WlIUiTJl6. Fl/SH NGER5 ANOOTIRSIMFRIME CARFJRS ARE INDICATID. WMRACTORTO FRWIDE GA&E END5 MDOF FOUNDATION WAILS. AUL MP I iRRICT ON51o HAVE HASHING TO ElIFFA E' EACH H THE POLLCWN D LTION MEMOC6W ARE ARE ACCEPTABLE AS PER IN EACH CONNONNECTION IN 5HMIKMDI KAN01 AM=' 2 O WSVRERTA'"ATE51 1JIBE AFFI FAINDIORANNG NNISA5 pEC0A1MMDFD BYIHEX IN[MM OIRELI101ALLHASHINGiOMAUJMINUMUNLEMOHIDW CNOlfD. F IARSIIEMANDWMI)MMO W5UREIHEAPPROF RAWN.GBIptt OFT11E FA9RNR9. 31. All IMWONUDPS Nt'IDHAV[ IOPBW90U MUTAMN. THESE R FUIREMEMS AND ALLOFTHE ECOMPONENTS fltfSCRIBED ON THE PUWS COINCIDE WITH EACK EACX Of THESE M METHODS. 1IN. OR2' U MANLEASWND 13-000dL MRS AND51U99IWL M IMPB IND511J C)NNILN MIFt[DATREAMIN'OfR IHOf to KLtNGM OF WNL 32.IN511WMN5N .-PoNONE5IOE lIL OTMWI NOT FINVIDEA iyy~IN,~CJ~~ZRR11ECIION BEn - 12100 \ ? IB IX NGOEOIHFRWIn5TpIAXtp IN AIM AT PJC&RN ANOR PDMNGWkL5AKVMWAIISO 8FOhIGH,HAVF5TW R D.itIIGWE55 A5MOWN SHONN MOADMWNZYANGS. STPPII PM50NrO WILOVRPRANING. REQUIREMENT5 A5 PEKTABLE 5022 FORZONE I Ib IN EACH CH CONNECTION \ wa%w5 Ayerw -TCllm IV' W5EM BFACtDINMA"RDVTDMMI ATINRRVILSNMB ING6'0'ND LOAD TABLES LONGRTHAN I[-'. COMPONENT VALUE REQUIRED VAWEFTKOVIDED COMMENTS _ ODORS U=35M.. U-.35 AS PER OWNMCONTRACTOR I5-DOUBN. NHISM TO µ%TDTTDM V BFPPJNG FA~(IpN5, ALL NfADM UNDER 3'd 57005, 9'd AND OVER HAVETRPIE JACK 5M uAILMAD D roV 70 MW uu~~ IN DNVEwY DOUBLE= LIVE LOAD DEAD LOAD SINGLE R HAVEipREJALK3N05. RLUr5 45 USE PER 50. FT. 20!65 PR 50. FT. WNDOn FATODOOK5 U-.35 MAX. U=35 ASPEROWNEWCONTWETOR 16 NLINfEROR 00085 TO BE I-'JB'NOUON DRFUUBE E AN ALL MLOWANCZ COREWANVLNEOilfl W1THA'TROMR HARDWARE. 20IBPFRSP.R 2 FOR ALL D UWNG ATTC /B.NfAN15 60 1% FR5Q Fl WALL5 U=.14 MAX, U=.14 PASSES ROOFI CEILING U=.031 MAX. U=.30 PA55E5 ~ 15-BOVRIL BILL5IU05 TO EE SISRRID 70Y JOS TO . i0BC 515TDMV O 0RI SINGLE AROUNDCMD5.I 94C DOUBLE G WUNGWpA1TIC 51'CR 50. P. 15IASFER50.Pi. FLOORS U=.05 MAX. U-.05 WHERE APPLICABLE _ J 51BMRIUD5 9rtl%ND~WB~IVhE~1RI~PlE NJ1A97~1 A E TOWS UN5TVF TO i0 hA HAVE91NC+E.WC/.5N05, UNDER DER 9-0OOU&EJICA CE 55 L55 P MV ORSTOBE 11.318' 01OW CORE NINGWIRIATTIC 35mMm 151O5FM5O.R. HEATED SLAB R- 615 MIN. R= 6.5 WERE AP%IG9LE UNHEATED 503 R=4.5 MIN. R=4.5 MERE APPLICABLE I I& INNffEpJQl DONTOBEI-yd IIOLLCW 1 fDMFALTORSHALL SDPINARAy IJIOwANCC 5175TNA7F~A'I~AUdO,YR RFRA~.FSET. R SATE HARDWARE ryDpRS .Wl85mm FI. wux%mSO. FT. CIO L39 PFR 50 Fl. 201%1ER50. FT. CELLAR/ BASEMENT WALLS U-.10M, U. 06 WERE A?PpPqLC~BLE IFOK5rM5UPTTD ~ 2? 2,P 2 9 ~ 2)2AF II~Y fORANSIU~T~(I .HFIDER+WFA B'V IN IENGTHU to BORED RNUNG5 2W UT -w w CRAW-5FACEWAU5 U- DG MAX. U=,05 WERE APPLICABLE DOORS: THE CONiWGKIOWHER 5HALLIN5TALLIXMOK DOORS WTH AMAYIMUM U-VALUE 0F.35, NAILING SCHEDULE ONE DOOR MAYBE EXMFT FROM THIS REQUIREMENT LOCATION %J' FOOPP,AfRRTO RIDGE AL TYPE MD 5FACING LOCATION NAIOM AND 5PACING GE 160 TTOSIU,fOFFlAT ORGIRDER I WINDOWS: THE CONTRAQDRI OWER SIHALLINSTAIL NEWWTNDOAS AMID GLAZED PATIO COCKS YOM A MAXIMUM j~ KOOF PAPTERTO NDDE EFPM MUXER RBFPMORUXR WF50NH65TAOGERtDM/ ]COx11J2 IPDGRTO BEAM OR5NO5 3.16D U-VAU ! OF.35 A5 PM5CCCINY35ECTION 502.2A,G ROOF RMRATO51DE OFSTMORRWP RNT EOFSIMORRWFRMR 1)1146 UI? WOOD SCREWS PER TOOT OF R00F 5P JOIST ON IEOGRT %W OR STUDS 3.1GD ENS NTS FOR EXISTING WNDOWB SMALL FIAVEAMAtlMUM I}VPLIE OF AO AS PER ECCCNYS S -RIDE TENSION STRAPS ROOF RAFTER TO TOP f UNWOMTOTOPPUR -16D DAND J051 TO AO5T 3160 ROOF WJTERWp CIA1 my RR 2.1Mx9WTNJ0~5rym~~m~ 6WDJ0MTOTOFMTE 2-160 SECTION 502.2.5 5022.5. WALLS: -5 TO 25% AND ANACON51RU 2% TAM OR ALESS) QD0 S F 'C' MAY BE OMITTED IF HM205TRAP5 AF 'R TO TOP PLATE © TOP PLATE TO STUD © PLATES TO FLOORFJp0~15TS ~Ht TWkY~ W„EKwjou@F ED IF HM205TRW5 ARE FOR CANTILEVERS GENING KIBTro FmFMFlFRWpOT (N MR Of RARFRW,OCTSEYWRR IHd WOOD SC.L~REMS 5HEAWNG/5UB`fU)OkW BD 0 12'0 C.EDGES 12.0 C. IRO All CM, VAPOR TO BE DCONSIR , MIN, A 2 x 4 4 WE, , ST ST :UDS 16' 5 ( 0 1G' O.C., ONSIDR- 15 E) BATE INSULATION, 112' PLYWD CONNECTED DIRECD.YTO STUDS DIRECHYT05TUD5 NNG JOBT TO MI JOIST MO R® N"_ UNG JOIST MALT II nMfJZ -IHdwOOD5Cm HAOR TO MOB 4'16D FATITING NG SH11E, 151 BLDGG. . FELT MIN. FELT ORTWEK&DG. WRAP, Fa'IEWOR FINISH ISH SH AS PERDRAWNGS TOP MIKE TO TOP MTE ATE -160®12' O.C./ 60.C. FOR LAPS BIDCNNG 2-IGD TOTAL U-VAUE Or 0170 AS PER TABLE 502.23.1(1) C520 - 5$D RATE TO TOFMTE 9 OMf15 PHD5-5053- 14SDSV4x3 FHD5-SD53- 14-ED5V 4x3 OR ATE9 CORNER5 -IGD 5HEflROCK SO COOLERS AJ PO.L, EDGE @ 10- ME WE TO STUD -LCD ANOMOKMTS(CRAWSPACE OR8l5EMENN 5/6'0®T2'aLl Stt.)e36oc(25TY.) M23'oM3511.) NW xAW)+(II4xA~ Uo= (.07Dx75%)+1.35x25%) IN EACH CONNECTION TO 5TDD5 -TO 5TUD5 TOPORWTTDM PLATE T05TUD eoTroM MTETOJOBr W .160 DOL 90OON GRADS 518'0®A0od110 mRN 20N5133'W120 mpNICNSI Uo= AD 100% Ib=.14=.14:OK N0T05m0 -IGD R2f O.L. ASPIIAL7 ROOBNGSHMGIFS 13112px31A`GALV. ROOFlNGPR 5ING.E(61!FRSWP IIP GWB, VAPOR0ARPJER, MIN. 2.9%V. SNDS ® 16' O.C., R 19 5ATT IRSULATION, 112' FLwp. 59EATING, 15t BLDG. FELT ORTYWKBLDG. D WOR FINISH AS PER DR4WNG5 i- -US TO `18'0 7HRU 105-51D53 TO 0520-8-80 - i &ERRMAM54MFAER5 HEADERS IGD®160.C. ARd)tFD FfROAFTHR SIOINGAJUMINUMORYNA. BD FR5IUD TOTAL U-VAWE OF,010 AS PER TAM 502.2.3.1(1) CORNER PO5T BELOW IN EACH CONNECTION FLITCfi FIATS DETAIL I: REL PI TO TWTM 2) Ee, TING STEEL~PLAATE s1EE LATE 51EE~TE W9 E°L~iwT*E5 tzj^~TF T`FS s1sR Uo=(LAW xAWro+(VI9x Al) Ua-7.055x75%)+05x25%) Uo=.129 c.1A.0 - \ FAD 510E DP BPAM OR TO ATTACH SHMROCK ` IF REQUIRED Ff~P.= 112'GWB, VAPOR EARNER. MIN.2x4WD.51@16'O.C„R-13B4TTIN5ULA nON, b' CMU pr- TOTAl4VALUE Of.030 AS PER TABLE 502.2.3.1(2) W-.CG<.14 OK _ E~I _ 11 5TUD ABOVE _ lim TNRU BOLTS PROVIDE ONE T5 5FNGMTS: - \ \ HEADER IN LINE WITH ONE SECTIONS THE CONTRACTOR) OWNER SHALL INSTALL 5KYUGHT5 WITH A MAXMUM UVALUE OF.45 ALL SKYLIGHT 5HAFT5 SHALL BE IN50LATE0 WITH R.19 BATE INSULATION 15 PER ECCOM SECTION - JACK 5TUD BELOW = USE 5/8"0 ATR ANCHOR BOLT WOOD MEMBERCi / _ - WOOD N5FOR512E5) s G, IW .C. IVO.C 16 2512E5) 16'O.6'O.C 16 502.242). _ WHEN STUDS ARE MIN. 5 I/2" EMBEDMEND 5Cf = -0.6. REPLACEMENTS FOR CASTING SKYLIGHTS SHALL HAVE A MAXIMUM U-VAWE W.50 AS PER ECCCNY5 ALIGNED U5E IN ACRYLIC TIE ADHE51VE 51EELryATETOEOUAL DEPTH Of AOIXENT BFAM5 I EQUAL F. CENT BEAMS e o SECTION 5022.5. CONTINUOUS 5TRAP5 FROM STUD TO STUD FLOORS OVER UNHEATED SPACES i UNFlNISXFD BASEMENTS: LStE FLAN5 FOR5REM) ISM) o o a Au5 FLOORS OBECONSTRTRUGrESEO FOLLOWS: (INSIDE MIN MIN.. TO 6 ri, OUTSIDE) Dq O_ (n- CORNER, END WALL, AN N_ FINISHED FIDD MUCQrA5FE TO E CO PLYWD.D. S LL O S: B0.1T IN5UUTION. WALL STUD TO BAND J015T D WALL, AND P05T Q CORNER ANCHORING TO FOUNDATION z' ELEVATION TOTALU-VADE OF.05 A5PLRTABV502.23.3 Uo=.05<.OS:OK ANCHORING FROM FLOOR )M FLOOR TO FLOOR ONE 5TRAP PER JACK FORFLOOROVER CRAWL SPACES USE, R-30 BATT IN5UUTION AS PER SECTION 502.2,1.3. NOT( 5TUD FOR 3' TO g NOTCIi G AND DRILLING DETAIL FOR WOOD FRAME MEMHIP6 < II30F SPAN LEUS Of ES nRFAN I/30F SPAN <1130EP1H TOTAL U-VAIUEOF.03 AS PER TABLE 502.2.3.3 Uo-.03<.G31 .0 20ga FW5H MOUNTED HANGERS FOR JOISTS HEADERS D5LJACK OFJ05T NO NOTLHf50R Ll; PERIMETER INSULATION FOR HEARD SU&5: HW I I ja OR HU 12ga (WHEN MW 15 NOT AVAILABLE) PHD5-5[)53 - 14-5D5V 4a3 TO 5TUD5 5TUD9 FOR p OR MORE W./ 5/8"0 ATR. MIN. 5 I!2" EMBCDMENT TRPL JACK 5TUD5 - IHOIf5 FEWAIRE01 SMALL BE A FOLTSTYRENE RIGID INSULATION BOARD, THETHICKNESS SHALL ALLOW A MIN. R-VALUE OF FOR DELL JOIST W/ O FUTGH PLATE 6.5 TO BE IN5192D 24' HORIZONWLYANDVETUICNLYA55 PER ECCCNY55ECTION 502.2.1.4. HHB OR MGLT 7ea FOR ALL OTHER BEAM5 \ 5ET IN ACRYLIC TIE ADI-E51VE INTO FOUNDATION OR 5/8"THRU BOLT I I I 14 Q 21 MIN I RONADE A MIN. OF 2'5EFARATION ' 2' Y WKEN HOLE AND NOTCHES FROM 2IN. ' I . O WHOTHERAND FROM THE ENDS OF _Il NOTCHES ARF NOT fREO IN OFJOIST IN, PERIMETER INSULATION FOR UNHEATED 5LAB5: TO TOP PLATES Of FLOOR BELOW SMALL BE A POLYSTYRENE RIGID INSULATION BOARD, THETMICKHM SMNL ALLOW A MIN. I, VALUE Of W./ 3" 50 WA5H!R O 45 TO BE INSTALLED 24 XO%ZONTAUYAND VERTICAUY A55 FER ECCC" 5ECTIION 5D2.2.1.4. BAMMEM,WALISo WEN THE FLOOR 15 NOT INSULATED) L FOR FINISHED CUM/ BASEMENTS All FURRING SMALL HAVE K. I I BATT INSULATION \ HEADER UPLIFT COINNECTION 0 TOTAL WVAlUE 0f .08 A5 PERTABIE 5022.3.6 Uo-.py<.05:OK - MEMBFPS. THE SAME LOCATION 1045 UNVINTEOCRAWSPACE WAU5: KEN THE FLOOR 15 NOTIN5~ULAyTEO) \ FLOOR J015T FOR ALL CRAW SPACES APOLYSTYRENE RIGID INSULATION WARD WIM A MINIMUM R-VALUE OF 19 TOTAL U-VALUE Of.05 AS PER TABLE 502.2.3.5 Wn=.05<,OG: OK c 140FRH I/30F5PM M3Of5PAN 113 Of SPAN <1/30FFM 0 JOIST NO NOFERM OR OFJ NOTE: THECONIRACTOR SMALL ORDER AND INSTALL ALL RIGID INSULATION AS ^ PER MANUFACTURERS U IHOIfSPERMITTEOI 5P50FICA11095 LTP4 Q 12' O C. - 6-81) I I I INSULATED CEIUNG5 WITHOUT ATNOALL CBUNGSTO BE CONSTRUCTED A FOILOPlS: IINSIDBOUTSIDE IN EACH CONNECTION WIN 3XnlGHT5CDMPRENNG IS OR LE39 OF THETOTAL ROOF ARfi1 5W E%15TING FRAMING ABOVE STUB LJ 2' MIN. OFJ015T ALLRDOfS TO BE CONSTRUCTED AS FOLLM: UN510E TO ODTSiDEI FROVIDE A MIN. OF 2`5EPARATION 2' 2' Y 1 112' GWB, O) AS PER PLANS, R30 BAIT INSULATION (ATTIC nnTCnroBEINSULATED roMArcnADJACENT CEILING FRAMING) BETWEEN HOUS AND NOTCHES 'Rom , MI . I < US DEPTH IM BEFTN JOIST HANGER CONNECTIONS IQ SILL PLATE TO BAND J TOTAL'. O3O030N'PFRTPBIE 502.2.3.2 Uo-.30 <.31:OK TO BAND J015T Q ANCHORING OF WALL OPENING GRADE .1 PALIIODIRANO ROM THE EN050F NOTCHES ARE NOTPERMDTED IN MEMER5. THE SAME LOCATION AS H L n Ar+•rn inr_n nin Inlcr min JNnINnIrlluMrmDNl OAURI pyr im vi,rt Tr IXISTING IV F1E\IULIL1vbQUIDI NLROOF5TO BE CON5IRUCIED AS FOIIDW5: 11 OE TO OUT51015 FOUNDATION WAIL < 114 DI < 114 DM ~1/2.' GO, CJ A5 PMDRAMNG9. R-38 BAT'' ADJACENT (ATTIC MATCH TO BE INSULATED TO MATCH ADJACENT C1'.IUNG FRAMING) 5P-CTIO 2 MIN, T _ 5F_(SIOM1I E RE G ROOF SYSTEM (Ur xA) +Nsx As) (14025x82%)+(11.45x 18%) 4-1/2'0 THRU TO BE BE REMOVED -----NOTGHESMEHOTRERMNTNIN RIKE ASSOCIATES INC. Ilo= M Uo= 12%) IIG=((33.20=.309<,31OR -BOLTS 2" DRY PACK VA7N Z _ N~SM E 5AME UUW A5 H CATHEDRAL CERNG5: ALL CATHEDRAL CEILNG5 TO BE CON5TRUCRP A FOLOI ON51DETO OV1510E) NOW 51RJNKING GROUT 50 MIN 5-' MIN. =,I„ Wl IGHT5 COMPR151NG 1% OR Lm of THE TOTAL ROOF Am1,,,~ I I I <25 pl 112' GWB, INTERIOR. ANDI OR EXTERIOR RIGID INSULATION BOARDEM WIM A MIN. R-VALVE OF 5. P a m w _ <ys DERm [It73C N MA RGINALROAO RINO, W 11753 TEL: (516) 932-06 25 • VAPOR BARRIER MIN M WO. RR.. R-25 BAITINSUTAPON, 112'PLM 5HF.ATING, QI`~ 150 BLDG. FELT, WORORFlNISH AS PER DRAWINGS. I p] 8'MIN '-FASCIA 8'MIN. Roo NEW IG'x H" <3bvl PROJECT • 1 II 12' VAPOR BARRIER, MIN. 2x100 WD. RR.. R-3N D AWNBA7T INSULATON, I12' PL1WD, I 1I I I I FX15TIING ROOF SYSTEM SHEATING PNG. IStl BIOG. FELT, ROOFING AS PER R UWMNGS. ,D 2-31 4GOLTT55 i P.C. FOOTING - N+ !FORD[ 'OR I TO REIMAIN 1 T P.AFTBRS G I E" O.G. _ 5N05 ~n 455 DOUGLAS ROAD •112-GWB.VAPORDATIN ,MIN.&12WD. RR, R305AITINSUTATION. 1/YPLYND jj II II LI= 24" MAX. LOOK OUMATCH EXISTING 512E5 ~C~.~NyM .Dr ORIENT, N.Y., 11957 511EATING, 150 BLDG. FELT, ^RCOOFING A5 PER DRAWNGEL 1 1 I 1 1 DOUBLLE ROOF RAFTER UNDERPINNING DETAIL m X'HOT oW EAOHOIHER AND FROM TIIE ENDS O MEMBM. TOTALIWAWE 0F.030 A5 FERTABIE 502.2.3.2 Uo =.30 <.31 :OK II ~I 18.0 ANCHOR LT5 I Wn SMUGHT5 COME MIS 6%ORlf55OFTHETOTALR0OFARFA MIN, 5 1/2' EM EDMENT 5ET TOE NAIL WITH 4 1GD NAI1-5 ---CONTINUOUS VENTED OVERHANG I- UNDERPINNING TO BE PERFORMED AT *V IMERVM56-0 PART Mw RATE 1/2'GWD, INTERIORPND/OR BTERIORRIGID IN5VU71ON BOAax51 WPH AMUR-VAIVEOF I3, IN ACRYLIC TIE DFJE5IVE ` IAILS RAFTERS` 2-NL CONCRETE TO BE 3000 P51 110 EARLY LONLREIE FIATE REMOVE - 15 Ea'15TING NECE55ARY EXISTING CX.TERIORWALL 3- COMRACTORS SNOPJNG ftAN TO BE REVMED BY THEARCHHCLTPRIOR • VAPOR BAKRIK MIN, 2x8 W0.R`yR., R-25 BUT INSULATION, 12' PIM, 5HEATING, TO COIAMENGPMEM OP THE WORK DE51GN 5TANDARDS, ENERGY CODE, 151 BLDG. FELT, WTRJOR MN& A5 FORDRAMNGS. EXTERIOR F , Ar F/~ per, ~l RA Q l L ;IOR AND BEARING WALL5 AND FRAMING NOTE5 / 112'GWB, INTERIOR AND] OR MMOR FIGID IN51)ATION B0ARD15) WITH A MIN R-VALVE OF B, O- EXTERIOR STEEL LALLY COLUMN CONNECTORS - RAKE OVERHANG DETAIL EXTERIOR AND G • VAPOR BARRIER, MIN. 2x10 WD. RR, R-30c BATT INSULATION. 12' PLYWD. EWITNG, IALLYCOLIMN CAPS AND BA56 TO BE ENGIN MD MENU 15 I V OR HNEN U 15 I2' OR U55 U]OR vUTDi9GKiNG GIN 6E U5E0 5EAL i SIGNATURE: DATE: 150 BIOG. FELT, EXTERIOR 1`11115M A5 PER DRAMNG5, .OR- 10 RE5i5i AN URIFTCF 8000185 FOR CONNECTION THIS PROPERWI DROPERW15 NOT LOCATED 04/17111 • 1/2' DINE, VAPOR BARRIER MIN. 9112 WD. PJL. R38c BAIT (N5ULAPDN. 1/2'PLYWD. TH15 MAIL 15 TMEREFORf SUBJECT TO CHANGE TOTA TOTAL SPAN OF ROOF RAFTERS EX15TII WALL WITHIN ONE MILE SHEATING, 150 BLDG. FELT. ROOFING A3 FIRDRANINGS. N ONE MILE OF THE COA5T PROJECT No: R5Q003 Uo=Nr xk)++Ne x As) 01,025 x 8~ 01.45x18%1 IJo=1/3320=309 c,31:OK NEW FOUNDATION DRAWING BY BASEMENT JER I1450U,1,~IED CEIUNGEMTH ATTIC: AIL(FIUNG5TOBECON5TRUCTEDAFMOA5;000D0UMIDE1 WITH SKriIGHTS COMM51NG 1% ORIF590FTMETOTALROOF AREA ROOF OVERIA~,. yrx'p " CNECK BY: OFSPED RINI 5ME0 REMOVE PORTION r, t I IXISTING 5 O Ail ` DRAWING lo: •VAPOR BARRIER.OMIN. 2x5 VA). GIG(., K.30:IBATT INSUTAPON~ 15PLWN. 5UBFLOOT119. OF 5, t K&W OF EXISTING FOOTING FOOTING ATTACH TO 51DE OF PROP, WAIL - 5TU (ATTIC HATCH TO BEIN5UTATEDTO MATCH ADJACENT` CEILING FRAMING) 1 .OR- -STUD U5ING ONE I/4x3112 112- GB, VAPDRW*M MIN. 90DNA. U. R-30c BAIT INSULATION, 112'nM. Jam. ~ y CARRIAGE BOLT LT PER FOOT UP ROOF SPAN TO PREVENT UPUFT • 511BFLOOPJNG (AIM HATCHTO BE IN5UTA1E) TO MATCH ADJACENT CBLNG FRAMING) r NEW 4' PC 51A15 d" v A-330-00 - OR• r I • 112' GAD, VAPOR BARRIER, MIN. 2x12 WD. W., P30 BAIT IN511LAMON, 112' FLYWD. ~S. 1 1 ~ NEW 12' P.C. END. WALL P 10 CADO FILE No: ENJWOORING (ATTIC HATCH TO BE INSULATED TO MATCH ADJACENT CEILING FRAMING) I ---REMOVE SMEATING OF Ef15TI14G W J 24" x 12'P. CONCRETE FTNG. TOTALU-VAJUEOf .030 A5 FOR TABLE 502.2.3.2 Uc= 030<031:OK 11 I ROOF TO REVEAL EXISTING ROOF RAFTERS R: A- GARAGE RENOVATION e W" EMINUGHT5 COMSOING IB%OR IES5OF THETOTAL ROOF AREA 11 (2) HD5A - 2-3/4"0 MIA WJ 35.0 ATft NOTE; 1TE: (2010-003) I,NERMIN 2/CWo. CJRIOR RIGID IISUUTION IlZ . INR-VAWEOF I3, 1111 II MIN.51/2" EMBEOMENTT 5ET IN ALL LUMBER T LUMBER THAT COME5 DOB APPLICATION • VAPoRAPOR EARNER, MIN 2x8WO R-25AT CON, N, 12' MING FNMD5UBUBFLOORNG, CO I G-SDSU x 2 I/2' tl I ACRYLIC TIE ADDI-IF51VE (ATTIC MATCH TO BEIh5UU1E) 10 Y0 MATCHH ADJACENT OUNG FRAMING) FASTENERS 1/2M ,,ONTACT WITH CONCRETE ' -DR- I4-5D5U x x 2 2 112" ~ 2 - IIVGWB, INTERIORANDIOREXTERORRIG101N5ULAPON BOARD(5)WffM AMIN R-VAJUEOF8. FA5TENER5 OP05T ~_51 IL.~F LD • VAPOR BARRIER, MIN. 2x IOWD. C1., R 394 BATT INSULATION, 112-PLYNO. 5UDFLOOPJNG. PJ SHED ROOF CONNECTION TO EXISTING ROOF OR WALL STUD BASEMENT - UNDERPINNING DETAIL IN CONTACT N WILL BE PRES LL BE PRE55URE TREATED (ATTIC MATCH TO BE 06ULATW TO MATCH ADJACENT CEILING FRAMING) USE THE SAME MOECfiON METNODE YOKJAOKRWtR5 CONNCCUNG TO HIPS AND VALLEYS I- UNDERPINNING TO BE PERFORMED AT 4'A' IIMERVN9 9-CN APAJEf 2-ALL CF095 BEN000P31 NIGH EAREY' 11 LUMBER. MBER. 3- COMMRACTOC5 5HORINGPIAN TO DE REVIBWEDFD BY BY1NE AR.gi11CCT PRIOR TO COMMENLFMENT OF 1NE WORK 112'GWB, VAPOR BARRIER. MIN. 2x122IND. GJ., R 38c BATT 015UUIION, 12'PLMAD, EXTERIOR WOOD P05T CONNECTORS • 5UBFLOOPJN6 (ATTIC HATCH TO BE IN5UUTFD TO MATCH ADJACENT CEILING FRAMING) Ua= Nr x Ar1+ ft x As) _(1/.025x 8~+(11.45x 18%)Vo=1(33.20=.0309 <.03 10 I GENERAL NOTES NEW YORK STATE ENERGY CODE Z( ZONING CALCULATIONS 1 UNLE55 OTHERWISE NOTED. GENERAL CONDITIONS Of-THE CONTRACT FOR CONSTRUCTION, PREP PREMISES: 455 DOUGLAS ROAD, ORIENT, N.Y., 11957 AIA DOCUMENT-201 SHALL APPLY. HEAT AND POWER DURING CONSTRUCTION SHALL BE PAID ROOF (HIP) THERMAL RE515TANCE5, R BL01 CHAIN LINK FENCE BLACK: LOT: LINK FENCE i 1 FOR BY THE OWNER, THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY, SEC SECTION: DISTRICT: 100.00 I DEER FENCE SU5TfTUTIONSHALL NOTBEMADE WITt10UTNRITfENAUTTIORWTIONBYTHEARCHHECT.THE AIR MOVING •17 ROOF 19.00 LOT LOT AREA= (100.00 x 175.009 = 17,500.00 SQ. FT. X- I PREMISES SHALL BE KEPT REA50NABLY CIAEN AT ALL TIMES, AT THE COMPLETION OF WORK, ROOFING .44 DMOR WALL 13.00 EJBB MMNG MOOR AREA THE CONTRACTOR 5HALL REMOVE ALL WASTE MATERIALS. TOOLS RUB015H, ETC. CLEAN ALL BUILDING PAPER .06 GLAZING 1.50 FIRST FLOOR = (21.9'x 253) = 554.07 50. FT. GRASS AND LEAVE WORKBROOM CLEAN UNLESS OTHERWISE SPECIFIED. THE CONTRACTOR PLYWOOD DECK .78 ENTRANCE DOOR 2.50 FIRS' ( 12.2' x 31 A) = 383.08 5Q. PT. I ~ ~I SHALL CARRY WORKMAN5 COMI'E5ATION AND GENERAL LIABILITY INSURANCE. ALL WORK AIRSPACE 2.OG CELLAR( LOWER) FLOOR 5.50 SHALL COMPLY WITH STATE AND LOCAL CODES AND ORDINANCES. THE CONTRACTOR SHALL ry tl BATTEN INSULATION 21.00 5LA.B EDGE INSULATION 5.50 (23.9'x 17.2) = 411.08 5Q. FT. q X I FULLY GUARANTEE HI5 WORK AND THE WORK OF HIS 5U"ONTRACTOR FOR A PERIOD OF AT 5/85NEETROCK 56 (2).4'x0.7) = 14.9850. FT. LEAST ONE YEAR AFTER COMPLETION OF THE PROJECT UNLESS OTHERWISE SPECIFIED. ALL AIR STILL G2 FIRST FLOOR 12.50 TOT TOTAL EX15TING FLOOR AREA = 1,30.2150. FT. yy WORK SHALL IDEMNIFY AND HOLD HARMLESS THE OWNER, ARCHITECT. AND THEIR AGENTS WINDOW AREA <24% Of (23.4'x22.3') = 521.825Q.FT. CHAIN E - 3E - ~E-'3N N LINK FENCE AND EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES, LO5E5 AND EXPENSES, TOTAL 'R' = 25.69 > 19.62 TOTAL OF WALL AREA (GARAGE AREA - NO COUNT AS F.A.)) I LINK FENCE INCLUDING ATTORNEYS PEE5 ARISING OUT OF OR RESULTING FROM THE PER=FORMANCE OF V = I/ R = 1125.69 = 0.039 MPOM FLOOR AREA DISTRICT: THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE. P~ A. 15 ATTRIBUTABLE TO THE BODILY INJURY SICKNESS, DISEASE OR DEATH OR TO INJURY TO FIR5TFLOOR (ABOVE LOWEST): M15C.COMPONENT: 5EC( SECOND FLOOR = (25.3'x 9.9) = 250.47 5Q. FT. 5ECTION: ~ OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN WORK ITSELF) INCLUDING THE L055 OF USE RESULTING THEREFROM. AIR STILL .61 (I 2.2'x 31.4) = 383.08 5Q. FT. BLOCK: (23.9'x 172) = 411.06 SQ. FT. B.15 CAUSED IN WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE FINI. FLOOR (AVE.) .25 INSULATION X (21.4 x 0.75 = 14.96 5Q. FT. LOT: CONTRACTOR. ANY 5U&CAN~~TyR/A~CT~OR,ANYONE DIRECTIYORINDIRECTLY EMPLOYED BYANY OAK(FIN.)FLOORING IU4y .94 R+4.17ANCH (17.6x22.3') = 396.94 5Q. FT. ffm y m OF THEM, OR ANYONE FOR WH05E ACT5 ANY OF THEM MAY BE LIABLE REG4RDl 55 OF BUILDING PAPER .06 R = 4.17 + 2 8.34 > 5.00 TfOTI WHETHER OR NOT IT 15 CAUSED IN PART BY A PARTY IDEMNIMED HEREUNDER ALL MATERIALS 5UB. FLOORING .94 TOTAL PROP05ED FLOOR AREA = 1,456.55 5Q. FT. I> A55EMUE5 AND METHODS, OF 00115TRUTION INCLUDING BUT NOT LIMNED TO FORM -WORK. AIRSPACE .85 L TOTAL E)MNG • PRDFOBCD FIDDR ARCH BLOCK, FRAMING, NAILING, PLACING OF CONCRETE, ETC, ARE TO BE CAREFULLY SUPERVISED 3 5/0 BATTEN IN5UL. 13.00 1,363.21 SQ.FT. (MSnNG) + 1,456.55 5Q. FT. (PROPOSED) a BYTHE CONTRACTORTO BE SURE THAT THEYARE IN ACCORDANCE WITH THE DRAWINGS. INSULATION (R- 13) 56 1,311 2,819.76 SQ. FT. < 3,500.00 5Q.FT.: OK Nz SPECIFICATIONS, APPUCABLE COD15 AND GOOD PRACTICE, DEVIATIONS FROM THE 518' 5HIYTROCK GI DRAWINGS, AND SPECIFICATIONS WILL NOT BE PERMITTED WRITTEN AUTHORIZATION OF THE YART ARCHITECT. THE CONTRACTOR SHALL BE RESFON5ABLE FOR SHOP DRAWTNG5 WHICH MAY BE TOTAL 'R' = 17.82 > 12.5 YARD 45ETBACK5 REQUIREMENT5 (5EGnON R-40) _ I EXI. EXISTING NEEDED. ALL DIMEN5100 AND CONDITIONS ARE TO BE FIELD VERIFIED. V = LIK =-1117.82= 0.56 RUV~~I W YARD: VPJD FIW YARD - 35.W O I 1 5TOI I STORY REAR I O ELECTRICAL ACn ACTUAL FRONT YARD = 383: OK DUE EXTENSION (B) (B) SIDE YARDS: 0 I REQUIRED 51DE YARDS = 2 TOTAL 10.0 E 25.0 = 35.0 PROP05ED 51DE YARDS = 2 TOTAL, 20.0 4 25.0 = 45.00: OK Ln NW [XIERIOR BHL %d~YR~'"ArJN1'8r~'.I-NL §L4~~DI~,M1 ha~JA'sl AID LEGEND RO WOOD-FlRHImm 1 z.z I Lo WQ BR GK PPpOO~WWpVERR~W~IIR~IINryGFSHALL CBEMINIMUM 11µ4g9AEWG~..C~OpN7VVEENIpENNCSEWOTUTLETTSSSMALLLBEETLOCATED 12' /Mp REAR IYR~EARYARD = 35.00 ovrN loo FINISHED fL00R UN1f550O1ERW'15E INDIGIATED SUPPLY REfAMENDED IAMP51N ALL6•~~ 4 EXI5TING BRICK DMORWALL MATMRM1 URN _ b EX PEN FURURE5. PR01 FIR/OP05ED REAP YARD = 93.1' : OK OPEN W.Va OVE k WOOD EXISTING fat PL DEOK FRAMING AND ROUGH CARPENTRY EKISTING WAILS TO BE REMOVED MAX MAX. BUILDING AREA AND BOOR AREA RATIO =00N R G ASPHALT a? JOISTS RAFTERS AND STUD SHALL BE 75 CONSTRUCTION GRADE DOUGLAS FIR 1350 PSI, 25 NEW MITI= WAL.CONSISTING 2 x 4WOOD MAX MAX. {9AOK AREA RATIO - 20% t-u COMMON MDO~UGLAS FIR 120M0 PSI. MALL WOOD SILLS AND WOOD IN CONTACT WITH MA50NRY SM05 ® I G' O.C., AFC GYP. BD., 3 112 MAX MAX. FLOOR AREA ALLOWED = 17,500 SQ. FT. x 20% = 3,500.00 5Q. FT. ~ NEWSECOND/// _ SHALL BEcrA TREATED ALL napioR SnEATLNG SHALL BE-6'(LOT DOUGLAS MR PLYWOOD FIBER GLASS INSULATION WITH VAPOR 2,819.765Q.FT.<3,500.005Q.FT.:OK EX15TING 5.00 ING e.a 226.6 NAILED GD @ 12' O.C. AT EDGES, GD ® 8' O.C. AT INTERMEDIATE BLOCKING POINTS. BARwpt-I I) BEIWERT wow ST w ROOF Ln 1-STORY FLOOR ADDITION SUBADOR5~ yTO BE ~ Ca PLYWOOD NAIAD 8D @ G' O.C. BREWOR5HEATINGTO BE 112, B09:IOR PLYWpW~,~D SHBITTNG, BALDING CRY N EX STING N4~~ j j COVERED NT l TAW HOUSE WRAP OR APPROVED EQUAL ALL NAILS.80LT5. RODS, PAPMAND FINISHSTIIOCO - - - - --X cN N GAFAGE@Ist R. NQ / 5TRAP5, JOIST HANGERS, AND OTHER FRAMING HARDWARE TO BE HOT-DIPPED GALVANIZED, DOUBLE UP JOISTS AROUND ALL OPENINGS AND UN DER PARTITION5. BLOCK STUD WALLS AT _w ~ I HR RATED PARTITION 2 x 4 WOOD STUDS AT 19 O.C. 25.00N ).a jj = P 2R0<ED O N, 3P 57MY HEIGHTS AND ATy A~LL UNSUPPORTED EDGES OF PLYWOOD. ALL CAP PLATES TO BE WITH I LAYER 5/8' GYP. BD. FIRE CODEX ON EACH z ~ 20.0 y 23.4' oPENSrNOKPORCH ~n 12.9i 20.0' DOUBLED AND NAILED I OD @ 18' O.C. NAIL BOTTOM CAP PLATE TO END OF STUDS - 51DE EX151ING ASPHALT LAP CAP FLATPA AT CORNERS, TOE NAIL JOIST HANGER5 BY %W OR APPROVED EQUAL ALL NEW TYPICAL INTERIOR PARTITION WITH I LAYER 5/8' COMM TO BE MINIMUM ) X 4 STUDS NAILED I GD Q 24' O.C. ALONG THREE FACES. GYP. BD. EACH SIDE € 2 x 4 WOOD STUDS ® I G' O.C. HEADERS SHALL BE MINIMUM 22X 6NNUW NOW ON PIAN5 MINIMUM BEARING FOR STUDS, ATTIC FL. JOISTS ANN BEAMS SHAD. 3,~ USE DouBIfJACK STUDS FOR HEADERS OVER FLUE FEET IN 5MOKE DETECTOR AS PER L.L. 62181 TPG: G.E. LENGTH. O (BATTERY OPERATING) IN CONFORMANCE WITH - EXI5TING I fx ELECTRIC H.W.H. i EMISTING CM NYC CODE. WITHIN IS ' OF ALL BEDROOM PLUMBING NOTES SD ERACE NCES (CARBON MONOXIDE DETECTING EXISTING TO BE RELOCATED ASMi&T ONE OIL FIRED FURNACE ' I: ALL PLUMBING WORK 5"a BE PREFORMED BYA LICENSED PLUMBER AND SHALL CONFORM TO BE RELOCATED TO ALL CODE REQUIREMENTS. IC T 120 € 50 CM UHA05T FAN TERMINATE TO (NEW MECH RM.) 400-00 2,- VERLA71ON OF TOILETS SHALL COMPLY WITH CODE THE ROOF OR 10 FT. AWAY FROM WINDOWS 2nd FL. 3: PLUMBING AND MATERIALS CONTROLLED INSPECTION SMALL COMPLY WITH N.Y.C. (ODE. 4: ALL SOIL, WA15TE AND VENT LINES IN FLOOR 2' AND LARGER SHALL BE E.H.C.I. AND ELECTRIC METER EX15TING NEW 100.00' AND SHALL HAVE CLFANOUT5 AT THE BASE OF ALL LINES. EXI5TING ELECTRIC ME 5: ALL TOILET CONPARTMMTOHAVE CERAAMC77LEFLOOR AND62CERAMIC TILE BASE EXISTING DOOR WALL AND CEILING AS PER SECTION 7C M.D.L. AND SECTION D2G-31.03 H.M.C. ELECVETRIC ELECTRIC In - AND CEILING AS PER SECTION 76 M.D.L. ~ 6.- TOILET TO BE PROVIDED WITH MECHANICAL VENTILATION (PROVIDE AT LEAST 4 CHANGES OF AIR PER HOUR OR MIN. 50 CU.PT. OF AIR, AND SHALL BE PROVIDED WITH APPROBVED TYPE REGISTER AND TENANT OPERATED FAN WITL1 FUSIBLE LINK DAMPER B5 € A APPROVED TYPE, PROPER GALVANIZED DUCT TO BE CONNECTED AT IXI5TING. NEW DOOR 15t FL EDGE OF PAVEMENT CARBON MONOXIDE DOUGLAS ROAD I. INATALATION OF CARBON MONOXIDE DEVICES IN BUILDINGS CLASSIFIED IN OCCUPANCY RISE R (RfSIDENT[AU J-1, J-2 ORJ-3 WHERE A CONTROLLED INSPECTIONS NT.5. R15ER DIAGRAM - BOILER IS LOCATED AND EVERY DWEWNG UNIT IN IN A A BUILDING THAT IS S CLOSE PROXIMITY cMt: Nr.s. PLO" PLOT PLAN TOA50URCEOFCARBONMONOXIDE. A55UCHPROXIMITY15E5TABU5HEDBYTHERUL6 -TM N.T.5. PROMULGATFDBYTHECOMMISSIONERINCONSULTANT WITH THHEFIRE DEPARTMENT AND -STRUCTURAL SAFETY -STRUCTURAL STABILITY (BC 1704.19) rnsT.x'vxs-~ XMP: N.T.5 ROOF XD. U. onsr.vwr.-~( THE DEPARTMENT OF HEALTH AND MENTAL HYGIENE, 27-981.2(a) - FIRESTOP, ORAFWOP, AND FIRE BLOCK SYSTEMS (BC 1704.25) _ 2- ALL CARBON MONOXDE ALARMS SHALL BE INSTALLED AT LEAST ONE APPROVED AND - FRAME INSPECTION (BC 109.3.3) OPERATIONAL CARBON MOXIDE DEVICE WITHIN FIFTEEN FEET OF EACH ROOM LAWFULLY I I 03/11/12 USED FOR SLEEPING PURPOSES, 27-951.20) I 3- SUCH CARBON MONOXIDE DETECTING DEVICE MAY BE COMBINED WITH A SMOKE DETECTING I REV. f REVISION DATE NAME DEVICE THAT COMPLIES WITH THE PROVISIONS OF THIS TIRE AND ANY APPLICABLE RUES I PROMULGATED THERE UNDER 27-981.2 (a) I I RIKE ASSOCIATES INC. SMOKE DETECTOR NOTES CONTr2OLLEE> INSPECTION REQUIKEMENTS= Tc~ I ATTIC FL I- DWELLING UNIT SHALL BE EQUIPPED WITH SMOKE DETECTOR DEVICES RECEIVING THEIR TM=WATR Imar~"c2N Mvvcmm ADE AND wwrm muftm alm"m emir OIL PRIMARY POWER FROM THE BLDG. WIRING AND THERE SHALL BE SWITCHES IN THE ummm cHmmo r aulmmwooION or AN ARCrlrrecr cm INOINCE R ItlrAlNm 2W CWMER. AND Ao=ffPrA RM T= QRCUITOTHERTHAN THE OVIRCURRENTDEVICE PROTECTING THEBRANCHORCUR .nlecrNTrcr or• wea=colea c muwr FRAM-t cr Awo I K~ 1 P Z57, 6n I" ,EOO Wl IK7 0 q, Mf 1173D 2 _ row 2-ALL SMOKE DETECTORS TO BE INSTALLED PERSUANTTO RULES AND REGUTATION5 QR rlic^Te or INSr00r1oN SHALL O nlm %%qTm -me ---1----r------ ~ , I c CM-ANIMMGIT or MUIL12044203m PROMULGATED BYTHE COMMINONER APPROVED BYTHE B. A. 4 5 OR BE LISTED ~TORf II lie Illw II IN 1 Iw LAVATORY I Iw 1 10 LANEW VATORY Eµy I I uvnTORr - BY A NATIONALLY RECOGNOD INDEPENDED LABDRATORYTHAT MAINTAINS PERIODIC I IIET NEW TC711E71 I T17~jW V INSPECTIONS OR PRODUCTION OR LISTED EQUIEPMENT AND WHOSE LISTING STATES if1B l I I 455 DOUGLAS ROAD 2ND. FL. II¢ IIm II¢ ORIENT, N.Y., 11957 3- THAT THE NO DEVICE SHALL BE DMED TO BE IN COMPWWCE UNLESS 15 OF EITHER _ q I q q IONO.ATION CHAMBER OR PHOTO ELECTRIC TYPE SUCH DEVICES SHALL BE IN CO. M COMPLIANCE WITH EQUIPMENTS MEETS NATIONALLY REGQNREDSTANDARS. ENERGY CODE COMPLIANCE ----r------+ - ------E1WNM WAIIIN• IPw Il lie I 111W I WA9nW. NE NOTES, PLOT PLAN, PLUM51NG RISER DIAGRAM, MECHANICAL AND DUCTS NOTES: MR NEW YORK STATE L~x''q-L I II To eE TEo TO 05T OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT, MwCl 91IgC R15ER DIAGRAM, t ZONING CALCULATION5 I.- MATERIAL OF DUCTS SHALL CONFORM TO RULE 24. THIS PLANS AND SPECIFICATIONS ARE BRMPT FROM THE ENERGY LON9 RVATION CONSTRUCTION CODE OF THE NEW YORK STATE U51NG Tw I IMSTN U0 I r 2. DUCTS SHALL BE SUPPORTED AS PER RULE 26. CHAPTER 1, SECTION 101 A.2A. 112 I ~ C 22 2 451GNATURE: oub 3. DUCTS PASSING THRU FIRE WALLS AND PARTITIONS _ I5T. FL I E C E 0 nn V E 0XI1112 SHALL CONFORM TO RULE 29. ~I~Jnvl1lj el~alb 4. FIRE DAMPERS SHALL CONFORM TO RULE 32. G0. I m 4Q MAR 2 0 2012 y.SPTE OF ye R'OOOE 5. TERMINATION OF DUCTS SHALL CONFORM TO RULE 33. roomsEVme * SYED ORIN~ICEY G. EQUIPMENT SUPPORTS COMPLY WITH RULE 34. rocmrxwel n A 9~?G 9 .OC BLDG DEPT. 7. EQUIPMENT 4 DUCT LAYOUT COMPLY WITH RULE 3G. RIKE ASSOCIATES INC 15 NOT RETAINED FOR SUPERVISION OF ACTUAL CONSTRUCTION. TOWN Of SOUTHOLD m c ?~1 x ~m ~l 8. AIR FILTERS TO CONFORM TO RULE 37. THE ENGINEER SHALL NOT' HAVE CONTROL OR CHANGE OF AND SHALL NOT BE RESPONIBLE PLUMBING RISER DIAGRAM o uu ~ MINI FOR CONSTRUCTION MEANS, METHODS, DEVIATIONS, TECHNIQUES, SEQUENCES OR 9. REQUIRED EXHAUST 15 ACCOMPLISHED BY RAISING THE PROCEDURES OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE B >S PRF55LIRE WITHIN THE AIR CONDITIONED SPACE WITH WORK, FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTORS OR ANY SWIM =P-0' ;SCOPE OF WORK: LEAKAGE THRU DOORS 4' WINDOWS AND BY DRAWING OTHERS PERSONS PERFORMING ANY OF THE WORK IN ACCORDANCE WITH THE CONTRACT TO ERECT NEW SECOND FLOOR Al A-330-00 FLOOR ADDITION VITIATED AIR INTO THE RETURN AIR DUCT SYSTEM OF DOCUMENTS ALWAYS USE DIMENSIONS AS SHOWN DRAWINGS ARE NOT TO BE SCALED. THE AIR CONDITIONING UNIT RULE 43. INEW CERTIFICATE OF OCCUPANC\ (OBTAINED. :CUPANCYTO 5F VWM.Y %A-lCU'.mOID lwlILIb0111G11 I OF 6 Q-t ADJUSTABLE HANGER rACE MOUNT HANGER 3 FACE MOUNT MANGER ADJU5TAB 12'-22 `~-D $ 3 51MF5ON STRON6TIMM) 5IMF5ON : SIMP50N 5TRONC-TIE SIMPSON STRONG-TIE(WS) LU52G. UJS28, UJ52G2. LSU2G-2x( LSU2G-2XG LU52G, W528, WS2G-2, 15U2&2X8,2XIO,OR 2XI 2 W528-2, W5210. W5210.2 I I 1U526-2, UJ321 O. WS21 O-2 MU26-2W 102 RMALE E WOOD 2 NEWONE RFPIALF EXISTING ST NEWONE WOOD DECK LINE ABOVE 25',* REPLACE EXISTING WOOD JOIST @YNEW 2•xBWODDJ06T lobe- TOENAILS TWO I Gd TOENAILS 24'-221' o I$_ EAGM EN EACH M TWO IOd UP DR>V~BY-NEVAIANt1 ?r'1 R~ 1133zN Q~ EgSTING 49 MR. POST TOENAILS EACH END IFn WCONC FOOTING a (12' x 12' x4' DEPDq a r. MT. Y~~ io EXIST. Sul REPIACE OWNG DAMAGE 2 x 4 WOOD '~-g' I-n 'A In. 6, R ~IXISTING $ g~ $ti 17X3• CROW BRIDGING 90UD BRID( SOLID BRIDGING As IL-° § uUNn 5w6R OFJNG F~nUUN. E USED UNDER PARNBONS STEEL BRIDGING FOR HEAVY LOADING 50ME "AVE BUILTdN ERI%NG5UMP DINING ROOM 20 ' IS tAY® 5p~T~AG~GER B( STAGGER WARDS FOR TEEM, NEEDS NO PUMP CLG. HGT= 847 EASE OF NAILING NAILS N _ Zy V _ ~ OF INA 2 _ Z q ~ V 14' NEN IDCAiION OF (-~iCnt~ o 6I ° p EIECf. PANEL ~r NEW (2) 3 114 x 12 IFIEL ms 14 x 12 LEVEL TRUS ° RELCATE EMIS(ING O MICRDILAM 1.9ELVLBEAM ELECT. PANEL o~ NEWODIMImmr4 NDW 4 3 11µx 1211V67 14 I I.SE LVL BEAM INO.TRNS o0 ' CAD?aP3/DOVE MR710DkA 1.9ELVLDENN ELVLBdM no o ~I 11.. xeMexratloR - y' W000. FlRED BRIfI.OVEN BBCT 5H s- c e VVVVII ~ (FlATFORM) FRBFI AIR r_ ' /ice- II'-T B0.5T. --IN-TAKE __1 5TRUCNIRAL RIDGE i5 w.~~ll1i NEW(2)2x12 L Jill'' WOODHERIM REFWX Btl5TING DAMAGE 2 x4 WOOD S MURRNCAlt CLIP 51 51 Sur" STROHG--m L_W ® 5rUD50NLYA5 REQUIRED &MF910NION CIV-7 YNOCI G CATHEDRAL CEILINGS L51,126-2XG REflACE CABIN rsvElWmi 4 r EXITING RUVa EMIRS, WOOD J015T ACCTFAME AS AS PM MAIN, NNL L DYNBY2x 12WOM F'ENEIIWWTN7N (C-2003 FG.11) C L5U28-2X8.2X I O.OR 2X12 1 0 I a -BATHROOM J015T® ICO.C. pL C54OX18 MIN. WIT! M GOD COMMON NAI45 PER RAFIBR INSTALLED OVER PLYWOOD b z2~12' ~ly~ I J 15nNG~--NEW,mNE9 p( 1~1~ T` - ,ryI R Itl I r®M~G12d M. ~sT EIDSTING m 22'-22~ Krrcn~N ~i ~1pBII r BEDROOM 2q RAPTER G RELOCATE i 5NNGEOB6IWC TER CONNECTIONS r HOT WATER B W. WD. aG. HGT.- 94G 5045 N.T.S. 1 rr--~ NIEW WOOD I II I II 60x&1 r J-~---I-7 11 STA1R5 TAIR5 WJ WOOD RDUCE aU5::DAMAGE 2 x 4WOOD 1 I ilFFOLII. STUD50NLYA5REOI1IR® NEW(2)3 LOx 12LMTRUS 1:9 II HANDRAIL F R4 I, 2'-,a 11100 C MILROLIAM 1.9E W, BEAM 1 11 i 11-__ 1 . I I CCMM* D 2 LAYERS OF 1/20 TiG PLYWOOD A SD MWING UP 1 LONLR[fE9UB 8x d' NEW(213114 x 12 LEVEL TRU5 LAUNDRY RM. UP 1112HRF.R MICROLIAM I.9E LVL BFAM NEW 14)2x12 1 UWNDRYRM, NEWLOCATONOF EXISTING CL. N al. ~l~~p I HER MACHINE cm U F.P.9.C MN. WOOD HEADER xfrYO>:clwc 5D® ~ S n 2'x •c• 2 IXCARISTING GARAGE af15TING 2 HR IXI5TING ;15T1NG oRYBZ ~i ~i ~ q~ I WOOD JOIBTB WOOD W~ Kwu T~ 1 5EPARAnONwau REPLACE zWOOD 'X)5T LIVING ROOM (GROOM i L71 S~ WOOD cLC.Jgo Josr®IGo.c. aG.oHr -9 iGr.- 9W RO UGE EmmING WOODJ015T ' BY NEW2x 12 WOOD AREA: 4BG.3B s.Ft -----a o i ~F I J015r® Ivo.c. uaT: s3.e4>4e.u3saFr.Dai) a6.TBD.FT.D(n, III - NEW ;7) 3I-mlom T _ _ 1 VENT: W.92> 21.3150.Pf. I5% I 4.31 Sam (5-4 I L L~ 1 1 NEW (2) 3 114 x 12 LEVEL TRU5 REDUCE E45BNG DAMAGE EXISTING DAMAGE( i~~,~ ~ I 1 AWP nF 9/Au MICR( 1.9E LVL BEAM 2x4MODSTUDS ONLY 550 -SWDS REPLACE EKI5NNG DAMAGE 2 x 4WOOD $ 1505T. ELECT. I NEW (212x12 A5 REQUIRED AB REQUIRED b II 5TUD50NLYA5R=IRED TYPE I. GYP. BD. MBB: WOOD HFAI)ERS I Sg 1 NW 'D~ II ~L/ 13 1 HOUR F I II IaAteWING WOOD R9r :)UK FLOOR DETAIL WING BRICK CHIMNEYg _ somm 3'-D' [ 4'.p °o, ill BY N[W2x 12 WOOD ~A9m dI GAnL[fC 5&Md x1'4r s'4Tx a ` JOLSfQ IGO.C. MMT.,•UL R131M5. DMrSNL R131M DAMN L514,11-1661 I NEW(4)3 I/4x 121EVB.TRU5 MICROUAM OF LVL BEAM RI~IP.LE BASTING DAMAGE - Q 50U DTM00124G,7.4.154 =51247.1.1535 2 x 4 WOOD STUDS ONLY I NEW(2)31/4x 12LEVELTRLG 1 YC47M:3 WC#M OK65124 U7c4M 17165123.4.1535 A5 REQUIRED ~n ;t N I MICRODAM 1.9 BFMI 2 03/1 1/12 PR I BA5T. GARAGE ZC2 )3 1/4 x l2 LEVEL TRl15 I ~~p~ QPQ$~ v r OV r r J` ear D NDDLLAMI.9EWLBEAM § i VILLNBRICKPORCH LXWG WllNG 111X[_____ _J _ 0216/~rfL -J - REV. # REVISION DATE NAME _ N6V M IL 1Wm141. - RIKE ASSOCIATES INC. L 22'-22 L. 11 I I''-I I' o o OR I uE RIDGE 12'-10f .a'9S dj ~ /•FRONT lOOMNG I J VVBMU DRJUfD RIDGE WNW-NOTCHMOrR 17'J xlrweso111LxDau ME) FOR CR055' VF~.NiIM A710H ~If,11D, NP 1175D 1dRlg1l,NM 23'x} 23'-1043, VENT KO E5 MTH LAD 5CIM ON BACK tram DOUGLAS ROAD WOOD SHAKE 455 DOUGIA5 ROAD IL OF5HINGU5 ORIENT, N.Y., 11957 q D STRIPPING AT G (OPNONAL) TING FIRST FLOO FLOOR PLAN (o S 7r o FLASHING NOTCHED RAFTER iFTER FIR5•T FLOOR PLAN, Il4' I'=13. BAFMf ? DETAII5 WOOD 5HINGLE ffA 491GNANRE. GA16 VERTICAL FASCIA SIDING ~ 03/11112 WHEN GUTTER POWNm 15 REQUIRED 850002 a SS ATE OF ,t y^~ SYE09~F' o CmCAS 9Mm RQN t ROOF DETAIL x xa SWIE: N.TS. 2 A-330-00 aoonexa R_ A- NL%V5=ND R. ADDM0N 2 OF 6 (2010-002) I I 3 25'-3z r,e®us•%m PANEL SHEATING INSTALL wood ao...lolsr UNDERNEATH IF WITH LONG DIMEN5UION PANEL CUPS. T Y G VERTICAL JOISTS. ~ z'%Ir u6•d~ SPACE NAILS 120 O.C. - wood NA(riaty ND a Np 6" O.O. AT ENDS NOTE: ROOF SHEATHING SHOULD BE COVERED AS SOON AS 1055IBLE s' % FnmooSnFwnuc NEW - _ WITH ROOFING FELT FOR EXTRA § 3 OPEN TERRACE PROTECTION AGAINST EXCESSIVE s^ IrasuunoN N _ MOISTURE PRIOR TO ROOFING ROOF FRAMING '`I"-~~~ii~ vAraersrrrutoae 37'-6' 37'49 NEW SECOND FLOOR IND FLOOR ADDITION 1 € 2 TENTED EDGES OF NSTE)(PO6URE L' +tl I I'-T TO WEATHER OR U5E EXTERIOR _ .r PANEL STARTER STRIPS APA RATED 5HEATHING N - rsooFUNEAMM (2)3'-R %4'P GV5 SUDINGIDDOR9 r ,9v rs.447 4 ROOFING FELT w o - LEAVE k GAP AT END5 i MENMI~NOa~ v _ o~o (n N 5HINGLE5ORSHAKES VAND CRO55 5UPPORT5.5TAGGER EDGES UNLESS OTHERWISE c 3'1T 8' a' 5'-B' `O ON ROOFING. FOLOW OMMENDED BY MANUFACTURER G now ED q ED`to NEW ba ROOFING MANUFACTURERS ® OILET EW24x g RECOMMENDATIONS FOR 5~Y I T-9 6i b b NEW SECOND FLOOR ADOM NEWWOOD NEW MASTER ROOFING FELTS Iraq' s'-IZ sruRSW! BEDROOM WOOD S ARM 171.74 soar § NANDw.L r: 95.32> 17.1750.F7. (1016) vm - rsnoF uNE ABDVE I,VBir: 17.G6> 0.565Q.Pf. (5161 6 GF.M. (2)34Y%4'{! b~ b~ Igl/ ill I II 8 O nICIMS ~ o N o III ow ~ ~ - OLEf m I wS T RoO CM t ~RDW00~ 5D® NMI g nmtts p NEW C NEW STORAGE AREA g fAMILY ROOM ~ OOe =ice - 3 a 8 9D - II 1 \1 II (3-9 HGO - III \ II ARM 136.97 50.Ff No NEW CL N = 1/2" GYPSUM BOARD. USE I LAYER - 5/B' TYPE W GYP5UM BOARD III \ II IIGNN 24.00> 13.G950.F1.(10'11 $I ®b b W.R. 112" GYP. BD. Qu BATHRM. fHRM. - 'III \II N ARM 562AO SIDE VINT: 12.00>6A450.F.(5%) IN,ND 133.3> 56.24501f.(10%) - L=- J [XSTING VENL 66.65>29.125G.FF.15'W g CAA SIDE. NEW 0 5D ® ~ Q _ NEW NEW PUILDOWN LADDM CH0.INEY BATTS OPTIONAL V. -ROOF TO ATDC SPACE EW 30x60 N L Q. 82 /N'MI N 0 1 \ f 21la k' O 19 \ 2'-0' , ea § NEWIncm DF / Hewn wOO~\ NEW -;v NEW 4~ _ ff> cnGC NOf r ref ; BEDROOM /3 0 u - 2'k 4" WOOD STUDS 8 I G' O.C. 4 CL totemI 6° O.C. 3 METAL 5TUD5 p I G' O.C. WATB NEATER NEYfRnA~ OD~ 1 V 5 ARM 142.27 50.rr • 0011!: 34.00> 14223aff.. (10%) Ng~e ~ s a VEW. 17.00> 7.11 50.FT. (5%) 6 a b ~Qg$ y?; 141/2" - b b o NEW 0(ATIONOFGA5 _ ~ ~ PROPANE FORNACE zo NEN? _ \N /'A ING NEW MECHANICAL ROOM \ (2)3'4}xN,01 INTERIOR PARTITION ®h 1 HR INTERIOR PARTITION FF- VNE W IT _ ^wu NV v nwu rvv iv W ILN (NON-BEMNG, BASED ON GA GOO ME 0 W 413r, R5 5-I B) I T-4' 23'-J I' 5,~, 55 3z NEW SECOND FLOOR IADDMON Q BASKET STRAIN AINER 3 011/12 MITER REV. # REVISION DATE NAME PROP05ED SECOND FLOOR PLAN Z PLAN NAms RIKE ASSOCIATES INC. GUTTER OUTLET TER OUTLET ITJ N LpANY 1173! -M.' ROAD ,ELIL110. TG; R19'"J~720G5 (GUTTER HANGER GUTTER OR ffam EAVESTiROUGH 455 DOUGIA5 ROAD CAP ORIENT, N.Y., 11957 DOWNSPOUT HANGER, EQUIPMENT SCHEDULE (SECOND FLOOR - MECH. ROOM PROVIDEONE ATTOP 4 ;H. ROM) BOTTONA, PLUS ONE AT ANY INTMRMEDIATE JOINT SECOND FLOOR PLAN MM M : ONE OIL RRED RAWACE (HANGED) TE: 4 DETAILS MFGR. : THERMO PRIDE C PLASTIC GUITERI AND DONMSPOUf RIS ARE SMILAR ITO METAL SEE MANE. NIO SAS . ITAFORSHAPES, SEAL 451GNATURE: pgly MODEL: OTII-105RA 0311 1112 rows r SMIAL # : AP245420 DOWN5FOLIT HANG P,5(1002 INPUT DdY 91 ELBOW' OR SHOE STATE OFN jot OUTPUT rt 9YEDy2ly~0 OWN TONS L BONN m x OiMVAN M.E.A. # TYPICAL GUTTER DETAIL I L F A-330-00 SCAIE N.T.S. NALF (910017! Na R:A-NWSMDFLADDIDON 3 OF 6 (2010-002) I I xew r~xcn snlxa® IX15TING CHIMNEY § Q~A ~~~T • RHWOU fm,'91G1ryPIG (IXIBd5101p ~ TOP OF ROOF 12 12 awacva,BSe 51 51 x 2'x 4" WOOD STUDS O F~ o~Nmni PI PROVIDE METALS TIES @ 16" O.C. O p I~ 160 5Q. INCH OF WALL AREA 112' GYP. BD. ATTIC FL O wa Gvtt FOR ANCHORING BRICKS C - - C O O NEV NLMINxM lw O SOLE PLATE J sfGnoeroa J AIKSPALE BLOCKING FIN15HED FIMP OVER oosnIC W 314' PLYWOOD SUB-FLOOR WEP HOL15 v Ilk I)k W N it W W I 412 ~ z PIASTNNG SECOND FL Z I EXISTING WOOD ANCHOR BOLT J015T CONC. BEAM ?l Kmw GROUT G~¢911NG ~m/bi % it W IN f9'i'HGf.I STEEL BAR # 6 al ? ? IIOGT. ~ Y ¦ 10' x 10' REINFORCED STM' NgC7. (Iflll[ STEEL TIES • 4 MIN. CONC. BEAM flR5T FL Fx-l A I - ro~ III III-III I I I I I I I I I Y DUST. GHRAfE I I I I I I I I i i DOOR I I I I I I I I -rJt~'L r- r 1~r I I I I I I FOOTING I - PROP05ED F 5ED FRONT ELEVATION BRICK VENEER DETAIL 5CWE INP= I'`P N.T.S. D05TING xM.y CHIMNEY owtis~rt~rGNwe (EM5(ON) nnvoao coxmwmo~G Fn TOP OF ROOF lV O N) 4 ~ ! y P nmc FL z ' M N WNUMGUfIEt G CD O 13l - 1~ f {IlA mw O caxlrclmro J } - - eosnxa snMV~ IM6 caxraamro - I N6VM Z Q W911NG5L11'1L[ 1 ~ ~ ~ ~ MM01WI39'C H6T. Q 0 1 ~..'„k. WWr REV. # REVISION DATE NAME MAI RIKE ASSOCIATES INC. W + s z SECOND FL e - In NNAVA11A PM I - ~OOq; NY 117'.f0 7G~ (51q 9D2.OCdi row Nw~ q ~ UD y~, ~ (NASNNC GCI Y.W~D05F1 455 DOUGlA9 ROAD ORIENT, N.Y., 11957 BY wd xiT wmo rmis NQIILS 061NG Mooo.nsrer PROP05ED MM EL MON, FWq°ID JAW PROP05ED RIGHT 51DE ELEVATION edcxF.~vmF FIRST FL * BRICK VENEER DETAIL e¢tING Sp MR NClf 5FALf 51GNATURE: me 424 _ _ - ~ ~ _ ~ ? ? P2 Ity4UC110 03111/12 } PIe WNW I Lj IIYI R9]00~2 I i ILJI i II IUNI }}}Y,,, OIRAN Iw I I I I I I I I r~ & NEW yo A ~1rizri-~ -rLZrL-------------------- _ _y _1 _1lrL-~ I I I I I I I y,~P EOR lj~ 9,~ Qa7.SA: FOOTING * * sown C w ~ PROPOSED R SED RIGHT SIDE ELEVATION m2s°,Ms-w A33000 ipN 5C f IN= 1'-0' GIOOI~LIb p~-I~~IOI, /~N1oN 4 OF 6 X010-OOq I I r-- WMYFP7 a1~511NG GULR 15/RT6PM[ PLYNCOG W%91rAlHING R /q ~CNIMNEV m i.. MION) 1 _ TOP OF ROOF LES I - O a L 0 L 0 P EKfERIOR SIDING 0 ATTIC R, C BUILDING PAPER O 5/&THK. PLYWOOD y~.r>v;, ,.ti•:. .<':la+nr'iv~'f^~~. 'k-*.. _r. w.Y aaali-i:J,..r '!r ~-~y..:d",`F y`-Y•'~p~rr.i ::kM're wifah aao i:. 'R.lsw`~.~'s ,:r. +~vn uMOa~ F Y.S. '1^''4 rte" .+'..tyry~tl~'+" 4rL "L tZ, 5251- a,U 1'THK. ALUMINUM FOIL FACED GIA55 HR 1111 ca+lscrmro ..C' ~Pids,4 ~'-k-u>.wv.+,r,? . <,°rh'r ^~s'~, _ v,~" H Mill IV msnxGecwrce `.'l. x! '^4°`x~rmam~ '*~r'+"` _,,i.'<J ~ Ir _ ~nlwouultrcmGr.. ~ ~ ~i I - ~ o v § REINFORCED 150CYANUPATF FOAM INSULATION O I _ owemslGG IYM1] _ : ~ 7 N~i - nlaosm a ~I ~e 3 5/8' MTL. 5TUD5 ® I G' OC rrbM - 14 F3 518' FIBER GLA55 INSULATION ~tULGO ~j./~,~ Z `y I _ 5WMD FL - 7i Tril I i i MIT 2m i S§ Nwmorosis r7 I (FIRE SIDE RE SIDE) JGLSre - ~ wooD w I LAYER OF 5/8" N9flUJGCf NCYH~l TYPE'X' GYP. BD. i - nu~awu rrlwT. - PWIKYID 1Om11NG rnvJ xoao eua..PMAOe flRST FL ~6911NG110MIL PpS~ _ EXTERIOR WAI >R WALL DETAIL MAMD ON GA FILE WP 812 FILE WP 8124 (aj) y N.T.S. FIRETE5T:05UG534, 3-12 1534, 3-12-79 IHR. RATED lu U I I 50UND TE5T: Est. 51;. Y i FOOTING 1 11 1 1 rL _ I L PROPOSED REAR ELEVATIO VATION SLAY 114'= I'-0' WING G711MNfl r~rwvoo rmxumixs m m axn510PA TOP OF ROOF 2000 V OL WOOD JOIST PDRYWALLSCREW., :mw 5VGYr.BDXEJUNG - iCatix-1;' 1 ~PY''I I ~~",YL 1[1 '•5 igt f4E a g- GYPSUM BOAF BOARD CEILING DETAIL O I@1VN11MIlOlM WIf1Ei a [ "t ~TrL'I}~?r1~~7~.++i l 9N60~ - NO CGIIIALIm'10 iu.'siri.yi-+~, ,W~ +y`s}~ ~IanNG96YIf2 rv~.e~'+er ~£'L~ ,I,r ~~^S''Tc RRO. p N.TS. f~~.--y~~~~u.: ~yt4yps:~ v,`,.i'.J ~=4 tom`'-.i.•yH;1y~~{ LL. IU6 .t Kr ~e-.2e "ry, rr yYi~'!?•ne}.,.2 O 91UGCG L J o xM101W1•J 3K•HGf. L.. ~5~h, 4"x`5. vwrt'r° rawuu+ir~woMeeroQ C _ca oweensnx 1%fL) _ 'r~"C '•`',;;zii r +'n''"", 5{•""''`'''Y,~y^.5~'.,`~7+~-",,.:?,y .nwmoo cm~shv~mixc:..~, caxh¢amro H 'h-~,'.~~,.w::G~^ .5.'~1, • '"S.rr'}.t s` i.r,H:~°::i:TS'i,. m.: 7 wnxc xw•~ !!yy Svk W ii Wj5.~41v'^•~,~Pj.:M~.. ~~q'~2.i. Csh'-lli hr"+~~ IO REV. f REVISION DATE NAME v31.t~'SR ~ i,.S ~'d'L. ~ i•-0.i 3iYfYyy~,_~`~~.,~'. S+ 4 fA t RIKE ASSOCIATES INC. 5ECOND FL I 1M= 77. NMAMMFD wIMA iG;RIq'JSSOCLi' r Ira= nrxlWiwWr~roaaac•~. 455 DOUGLAS ROAD mnsnroaral N9GD axLN RSIKl OOa1WG11VGG EXIST. ftwT. 3§i METER ORIENT, N.Y., 11957 9TaMa aYNM'x.1lGG9~IR9 V~ - PR1H11m WJNMLII/NGN,11L1 A ad~acrrr+A aIEGT.IIlID[ - nro o1n1 uaoo oaq PROPOSED REAR ELEVATION, PROPOSED LEFT 51DE ELEVATION FIRST FL DETAILS SM451GNAlURE: mb 03/11/12 ~ Y IIGmb, A900~P 1111 I"I I I I I I I I I 1 1 i MMIN I I I I I I I 1 rJZrL -r S OF Np~ SVED q6O cmm 1L JI I I 1 FMNG r * y~ 91m RQN - ~ m Nm z ma o,io 2>>. A-330-00 PROPOSED LEFT SIDE ELEVA~ --LEVATION 5w IN- I'-0' =ram bA-NlII'.lm01D wloIL IC01110N 5 OF 6 OOPJ I 3T-6' NMZMIMIM 6l11iR NEW SECOND FLOOR ADDITION ! Q]NN[LImNNdI BRMGINGS p~L EXISTING G x WOOD JOIST y / I m I % - / BNIDING NNE Bp> EXISTING 2'x 10' ® 16' do 5 i METAL ANCHOR EXTERIOR WALL / WT)DD R/iFEBt9 STRAP 4' O.C. 172 EXISTING 4 x B LEDGER BOLTED TO BRICK NEW SECOND FLOOR ABOM01 IR ADDITION (E)OSTING WALL) 'F MIN DETAIL "A" /i~; IhhI II II L _ PLWAODSX[ATwG' i NEW ROOF . e F7o6Ew1 N.T.S. 11 i EuEOnMa -~/i INSI1VdION 9 MILa1 C'u12 e9m4 i% IvMPaiRnMR~vex. - C FU L STRRIGEN NEW ROOF I i L Cp WOOD BALUSTERS I I I i FINISHED FLOOR 3'4' HEIGW = - MATED wood aa~sT~ FJO WOOD JOISTO f lia Or. m WOOD HANDRAIL F L p Y r m rbsir+G reucTUrosr WOODMNM WOOD STAIR DETAIL °eC m U. NOTE: C 3'A' WIDTH OF STAINS CM L _ W W IMAMSE M°n. MA~seruTE 'R R AL. a~ N foTING 1 sr GRAM 73N'RISER = C11IMNLY W 6RMaE Y4~11 " 9' TREAD PLUS 1 T/4' NOSING v INEW ROOF W NEW ROOF A//<\ PncH ~g~ppppT LEDF0HCAf111111GE J 9__ aulLOlwuaeaea \\/~~A /~/ZN/ D pct PrtCH CARRIAGE _ MOM - - L FIREBLOCIONG SOFFIT 1 MOWING IINEB M NEW ROOF _ NEW ROOF- - avlLOwG LINE BELOW PARTIAL\//i\~/% K 3 - - SECTION DETAIL "B" WALL ITNISH NT.SPREDRILL NAILS AT ENDS Nav~uunxnvn+amee caxurcro%w 55'-V BE caxwc' DIIMMU. 3/18" 8/18" SPACER FULL STRINGER NEW SECOND FLOOR ADDITION 8/16• SPACER FINISH FL PROPOSED ROOF PLAN FLOORING 'V'U 114' I'-0' y fm5mG NG CHIMNEY uRncs+n o.c. (frf j (B(RNSI0N7 2'X 12' wove N~IEaN51DN7 m TOP OF ROOF 2'X 10`ROOF NENARGH SHINGILS RMLR9® 190.11 PLYM 6-4940 IING DECK BOARDS LAID WMJ MMWD.J 6R~AIN SIDE RAT 2x 8 WD. JOIST (V.G. METAL PREFERRED) SPACER i O a NCARRIAGE qmm u 6 s I~JJ Om NOTE- GRAIN LINES 112'FLY•MJOp~ 31/29WN0 BATTY DASTING SEWAG[ 1(4• SPACING NOT RECOMENDED FOR WALIONG SURFACES WHERE IGH HEELS ARE ANTICIPATED SECTION THROUGH TncfL NEW f=FU R WALL CONBETGNIG 2x4 WOOD STAIR WITH FULL o Q ~ ~ f~ 9ND9 ®IC O.C., IY2• GYP. BD..3 12 STRINGER BARRIER (RA 1A 11 INSI/1AT I WTJOO OW 5TUD5 3 112• SOUND GATT I12. Of1ERI0R DO SHFA MIMING FLOOR CONNECTION DETAIL IV z•. io•~ ic•n ?'n19 IG•n PLYWPAAP O AND NM 5T000 WOOD 10575 SCALE N.T.S. /~~y wooo ~o~zis 5/B• F.C.GYP. BOARD SW F.C.GYP. BOARD 0 f I~FAD9t4O BEGUN 5/9' PA W rxGONisnNC"savTDice NEW VINYL 14„ MAX NEV ,4MMSl/ry KANDMI.S OMN T'ER WT. NEW NEW NEW IPROP0 UISENexA ) NEW MASTER ovBR ExISnNG ixFu BEDROOM 83 CL. CL. BEDROOM o )G MkX 3W~ BEDROL NI!V 60 MAIL = WWDMao L, FIlJOR9 1/2• PLYWOOD IN OD FWOR5 12-FL W+DOD REV. # REVI510N DATE NAME FL B03BND I BiOR1' IIGRNnRL910N ADAAG ACCEPTABLE RIKE ASSOCIATES INC. 31A: 9WND GTE NOSING r.iz•m isdo i Px 12• IG N.T.B. woao~otsrs I'DODJOLST5 5/B• P.C.GYP. BOARD yllin 17N Nwuermw.llao CLOSED RISER STAIR WITH FULL STRINGER sm F'`'` SW F.C.GYF. WAND E FNNDRNLSN .ee r-M, T.iJ m alg9'J20G2S SN W. IXIS' USTING EIXIST. IXI5T. IX15TING BEDR, BEDROOM CL CL. BEDROOM IX OPEN N AB'„LE B1„py 455 DOUGlA5 ROAD ~ ~F DETAIL "A" ODE ORIENT. N.Y., 11957 DETAIL "B" W ~ r6k FlR5T FL PROP05ED ROOF PLAN. CROSS 5ECT10N A A 4 WOOD DECK DETAILS EXISTING CRAWL SPACE SEAL } SIGNATURE: OA16 03/11/12 11gdTlk~ FOOTING - - D1/IMICEI _n ! - ~ -w -urn - - - _ - - _ -r y.~pIF OF/yFh 01E7C011 * gY Ep Hi LD ZL 9 ~m m TM r' - _ _ DETAIL "Bo m ~ x RfN~ICM01 m ~ CROSS SECTION A-A SGIE lµ• = 1 X11' N S d M A-3 3 0-00 IONA~E OIOD II! Ih bA-N,7N!lm01pRA0plp11 6 OF 6 RDIO-OOti7 I