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HomeMy WebLinkAbout39400-Z ��0�,�t1Ff0�•t Town of Southold 9/18/2015 anP.O.Box 1179 rft 53095 Main Rd ,,,-.49% s4?bi' Southold, New York 11971 , CERTIFICATE OF OCCUPANCY No: 37784 Date: 9/18/2015 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 856 Narrow River Rd, Orient SCTM#: 473889 Sec/Block/Lot: 27.-4-9.6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/24/2014 pursuant to which Building Permit No. 39400 dated 12/3/2014 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 AND ALTERATIONS INCLUDING SCREENED PORCH,REAR DECKS, COVERED SIDE PORCH WITH ROOF DECK AND OUTDOOR SHOWER TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Madigan,Richard&Madigan, Scheherazade of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39400 09-11-2015 PLUMBERS CERTIFICATION DATED 09-02-2015 r Mattituck Plumbing or oriz d Signature -•�, TOWN OF SOUTHOLD ' , .vwfoj,YL' ,, BUILDING DEPARTMENT y TOWN CLERK'S OFFICE P# o�.'+ SOUTHOLD, NY 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#: 39400 Date: 12/3/2014 Permission is hereby granted to: Madigan, Richard & Madigan, Scheherazade 255 W 90th St Apt 8C New York, NY 10024 To: Additions and alterations to an existing single family dwelling as applied for per Trustee approval and DEC non-jurisdiction letter. At premises located at: 856 Narrow River Rd, Orient SCTM # 473889 Sec/Block/Lot# 27.-4-9.6 Pursuant to application dated 11/24/2014 and approved by the Building Inspector. To expire on 6/3/2016. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,014.80 CO -ADDITION TO DWELLING $50.00 e t• $1,064.80 dir uil'sMIIIing Inspec car.---_..._-_.____ - Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form).' 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. ' 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$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. NOV, 2+ 2o14 New Construction: Old'or Pre-existing Building: X (check one) Location of Property: pA1 S(p I rrx 3 I' 1 VCS'.1- RA Or 1 T L House No. Street \ Hamlet Owner or Owners of Property: !`Iclrni—A CChP aero 7 ck Suffolk County Tax Map No 1000, Section 2 7 Block 04 Lot ,(o Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: N,qtryl el ,l ry ,n Health Dept Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) r� Fee Submitted: $ A.,(ant Signature /',_, ilii�„� /••,�®,�pF S011jy®- ,\ Town Hall Annex �� ® : Telephone(631)765-1802 54375 Main Road : JIII ; Fax(631)765-9502 P.O.Box 1179 . oo t Southold,NY 11971-0959 of ®l ,ctz A roger.richert antown.southold.ny.us • 'O®UN11,* s" BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Richard Madigan Address: 856 Narrow River Road City: Onent St: New York Zip: 11957 Building Permit# 39400 Section: 27 Block: 4 Lot. 9.6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Modern Electric East License No: 4253-E 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 X Garage INVENTORY Service 1 ph Heat OIL Duplec Recpt 65 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures Smoke Detectors Main Panel NC Condenser 2 Single Recpt Recessed Fixtures 67 CO Detectors Sub Panel NC Blower 2 Range Recpt GAS Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 1-30/ Emergency Fixtures Time Clocks Disconnect Switches 72 Twist Lock Exit Fixtures TVSS Other Equipment: 55- Lightning Fixtures, 2- Paddle Fans, 4- Exhaust Fans, 4- GFCI Circuit Breakers, 7-ARC Fault Circuit Breakers,3-Sump Pumps, 12 ft.Plug Mold Notes: Inspector Signature: Date: September 11, 2015 Electrical 81 Compliance Form.xls % o,i. &N. el �: .10 41/4. Siv �� . R * I Telephone(631)7654802 . Rax(FiMM17M.Q.09. P.O.Box 1179 a ? Southold,NY 11971-0959J`.refinurdA�Y4 ���t ' ....,,, , BUILDING DEPARTMENT f f �] TOWN OF SOUTHOLI) D -I�, (in L I� �1IL, n SEP - 92015 ji CERTIFICATION "' BLDG DEP. TOM.Or OH1HOLD Date: /9-'//6 Building Permit No. -b® Owner: gY.-15 N1A,DI ellAr4 (Please prit) Plumber: al-1d 0- ' P('un- (Please print) 4. I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. j / .,/i. , / 4 / � ... ' . ' / (Plumbers Signature) Sworn to before me this aNck - day of Seekember, 20 15 I R^CHELSEY._t_ ---,r;.51E 4, / Notary Public, Ci !r N 'fork ,4 r / A I t'segistrauon .r, 1 106 (Qualified in s.,,+ ,If, ( 9 1/00 / oF SOW, \Sotd TOWN OF SOUTHOLD BUILDING 765-1802 • INSPECTION [ F DATION 1ST [ ] ROUGH PLUMBING [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: � -�.� feez-e-cie DATE O3 's INSPECTOR G/ ,,,,,,,,,,,,,, rl ' o.) -# ..0- 3 _ ,_,,, _. /40 SOut,5,;--,, ,,"'# , c€ sl :* *1 'i ::- ,,,:t ,,,/ . ., , -___ctooutiv,o,.."0 ,,„....,„, • TOWN OF-SOUTHOLD BUILDING'DEPT. 765-1802 '.. )NSPECflON ' - . _ , - [ ] F NDATION 1ST ` [j] ROUGH PLUMBING [ ] OUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY--INSPECTION ` . [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMAR S: 1 _-.=s12ii. . /r i 11317 ft Lt_lig fes- L . '11 I ' 'b -_ J4 .rL .7 "ECer 4' ! 'i s e I r d 0191 - -. , / ' DATE INSPECTOR ' ,hO ;OF SO(/l1504\ SS `c ,0 '* #_ C �`c'.� R,Wzre F-10 ) ----`feourrn,*';7, - OWNOF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: , -P--0/.."---e.0-e -/(---e.-e_____,--- e25-7/5 / A - DATE 111/ 1 47 INSPECTOR \Jr ,,,,,,,,,,,,,, „,,,,,,sout,s,;„ i* c:f. 4\ G ev,,, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R GH PLUMBING [ ] Ft,INDATION [irINSULATION [ vIIRAMIN STRAPPING [ ] FINAL [ ] FIREPLAC niMrlt [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING R ARKS: �. /' - � A r e DATE ®� P'5--- INSPECTOR71"te'el i7(Fez2-ey- �IhO�,pF,,,,,,lo�: FtioUMV, ,111 TOWN OF -SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUG UMBING [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 1 _C9(C_ . .4-�cs�-C r r ® ;,, 4 DATE I INSPECTOR L_' r. ..14 hr.-7----------p f. I,i --- ria ,c, 7 II' 1J /SAMUELS & STEELMAN SEP - 92015 BLDG DEBI l '1Vf,Or,'01,11;111(, September 3, 2015 Town of Southold Building Dept. 54375 Main Road Southold, NY 11971 Re: Madigan Residence 856 Narrow River Road Orient, NY 11957 Building Permit# 39400 SCTM # - 1000-27-04-9.6 Dear Building Inspector, This letter certifies that the closed cell spray insulation at all existing exterior walls at the Madigan Residence meets the minimum R-19 value required as per NY State Energy Code. If we can provide any additional information or if we can answer any questions, please do not hesitate to call. Sincerely, Samuels and Steelman Architects Nancy Steelman, RA , OF NF .�. 7 .C; . ' •&(` I- r �`r , y 1 t`M� ;*) 0 ,.,�►,li/ 9/79-5A3/ ,_ ‘e,,, „ /i/7-1-V '. ' ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 FIELD IN•SPE ON REPORT DATE COMMENTS . • r 1 FouNDAfloN(1ST) �''� • FOUNDATION (2ND) .- t C 4 sem- 0 Ali 6' . ROUGH FRANtfNG& 0 ,! ' ✓ '`- • .3 H PLUMBING • _P lr i J- - a , �I Yid INSULATION PER N.Y. / 1(cilia - H STATE ENERGY CODE • • .q . �- , .... • ! `lig --. .. , ,u 1 , FINAL . . . AtJD TION M.,.d K �. • x Co1vtiYlENTa Cc : " , ,•��P.c S 03"73 i .?`! ' . ' .k... ft a- I' ) _ J'-t- I l zn it ri -,-)-Y-1.< Ei ce V.,4/30 ' III • o C . * • `[(frgr < �C_a_4.,4,4,0___. (-;,. -,e-moi . - m l =v q(q 6P CeeCee4 SO (d rr C6.1 D gfq[t�,pec d .�k e-,. r . Alw c 9 ii/3", , , . . \-.‘ • , W �n • . . zw r , TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631)765-95023c1.1.1-00 ��q ( Survey SoutholdTown.NorthFork.net PERMIT NO. V 1"T 6 0 Check Septic Form N.Y.S.D.E.C. n Trustees Q ' _ 1J Flood Permit Examined /2_1/ ,20 Storm-Water Assessment Form ti NOV 2 4 2014 Contact: Approved ,20 m Mail to: Disapproved a/c BLDG D`_PT 49r)r Pc)rte) TOWN OF SOUTFIOLD Phone: 631—)34.649_5 Expiration 63 ,20 (f_ Building sp"ctor APPLICATION FOR BUILD,I";` : ,'.:: . . Date Nov 2/ ,20 /4 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six'months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,ho 'ng code,an regulations,and to admit authorized inspectors on premises and in building for necessary inspections. /NZZ-eit-: (Siy th of applicant or name,if a corporation) • 26235 7'6ir-) -1�- c, (Mailing address, <'iof applicant) `/J cus State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises RiGharJ 5c hpra2 I l"1-1 h r (As on the tax roll or latest ed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) . Builders License No. 7' ® Plumbers License No. Electricians License No.\ Other Trade's License No. 1. Location of land on which proposed work will be done: 55(r, rrr) }: )ver Rel nr ,i?-1- House Number Street Hamlet County Tax Map No. 1000 Section 2 7 B1ock•nis-i,c:► /1 Lot cr,6 6i`:i.:: 1'•r'''pn'!^} ,. Jc;YiiAlCii i Lot Subdivision `"F i,I N..1 iiap f'Ndf 7: /11JY):`):t.:C)T1a r :111 Citi=.31AUCi f 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 6j-,"k )77/29 b. Intended use and occupancy <Sj/2.3- l//2 y 3. Nature of work(check which applicable):New Building Addition X Alteration)( Repair Removal Demolition Other Work (Description) 4. Estimated Cost IT2,ZoiOn Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units / Number o f dwelling units on each floor If garage, number of cars .._ 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front („71.—A Rear 6,7 -A h Depth 3)'-4" Height '31 '- ," Number of Stories 2 Dimensions of same structure with alterations or additions: Front S 7'43- u Rear E37'8 " Depth 3/=4'' Height "r 31 1 s " Number of Stories '2- 8. 8. Dimensions of entire new construction: Front Rear Depth '-' Height Number of Stories — 9. . Size of lot:Front 6ce.sr/- p lar) Rear Depth 10.Date of Purchase l rl 20)/ -Name of Former Owner r) 11.Zone or use district in which premises are situated - -2 12.Does proposed construction violate any zoning law, ordinance or regulation?YES NO X, 13. Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES NOx ��jJ II 1 55 - 90�T; 14.Names of Owner of premises i�1C1n21 d Gk r r ss i ,>v y ®nz Phone No. Name of Architect vP�� �1"��.1 ►-. Address Pd Phone No(�3)-73*-4, Name of Contractor Address ( Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES )C NO ataci � * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland? * YES X NO * IF YES, D.E.C. PERMITS MAY BE.REQUIRED. ye. 16.Provide survey, to scale, with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? * YES NO X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF9 o )( V'ICit/} S moo being duly sworn,deposes and says'that(s)he is the applicant (Name�f individual signing contract)above named, (S)He is the (:% " (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the,work will be performed in the manner set forth in the application filed therewith. - - Sworn to before me this _ O day of K)O,P,im 20 N •g / ,/Jr' Notary Public PATRICIA RICHARDS ature of Applicant NOTARY PUBLIC,STATE OF NEW YORK NO.01RI6042467 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES MAY 30,20 P „...„,./-,,:,-/F-3 ..., J yv:",".'� :.,,' „r zt ' •. is,•°"•y:•!).,4 ,/p°y - _ lr.�-' ._b 'a,4,•,'t: '.'.�..✓f+�. •.y..._ _ ,f..�.\.'s 1 _ ��r'' �\ w--..°.L` �r::• _;,t, ,{r, ,�.......... or.:i'. >:°''�-,._ ''i, �$'a• jt. v .f''.sSi•:,.i::..�--Y-=��� >.a. 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'4 ';:� _,...,?tiff... uTEi,-. SiTir:';iv�;, ---- -_---__ ---__�- --____--— ----- __-— _-_ -. --- _____ _- -- - -____ --- - . .1/4\)( fs. t- i yrb @+;�/ ' BOARD OF SOUTHOLD TOWN TRUSTEES :1 ,rJ ', ;" 1 SOUTHOLD,NEW YORK i lc .` -� fmglis,J2,. ‘Trtc:---.':411i 1.4..474,Es,1 TV' „':7,,,1 :':'"Sk-t1 .i xl PERMIT NO. DATE: OCTOBER 22, 2014 '_ ,,;a tr.: ' l nF • ,:', ,.,;, ISSUED TO: RICHARD & SCHEHERAZADE MADIGAN r. .s1 1'4, kC PI S f= (,v„, . ,t PROPERTY ADDRESS: 856 NARROW RIVER ROAD, ORIENT/I _ 'L•t( . ;� AUTHORIZATION :17iL1114-11::')P;°..1:1;7''':itiz,•;,':, i.i. ; ..,,,s,,,,- ...; Y"d• Rl �' , ,f Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in � -.x :CI accordance with the Resolution of the`Board of Trustees adopted at the meeting held on October 22,2014,and i.a ;4 a° ' e in consideration of application fee in the sum of$250.00 paid by Samuels&Steelman Architects and subject to ftl *. a , 4 the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and r'i4isr<f • permits the following: % .4 :,,,,,,:::. ' ..'y Wetland Permit for renovations and additions to existing two-story (2,077sq.ft. f .'' ,, first floor,:6.1 second floor) dwelling with existing 423sq.ft. deck which include a ,to,, . . proposed 280sq.'ft. screen porch addition; proposed 607sq.ft. deck additions; proposed(s t e�:, . c. 125sq.f1. mechanical room and back porch addition; new windows; new entry porch; t�,+ a „iy4 „i3 and gutters to leaders to drywells to contain roof runoff; with the condition the l'orr-1:!:::',;,,-; � drywells are not to be installed in groundwater; and as depicted on the site plan • .; prepared by Nancy L. Steelman,Architect, last dated September 12,2014 and stamped ...., . , v iF,r,, approved on October 22,2014. g , i)(1\4 �'° IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed .=` € ]i A y and these presents to be subscribed by a majority of the said Board as of t4,4his date. 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L t ,.,,.a,,.'2.f {:,a`V�'� ' - •>�S-s..i- �,c : l ,,,,c,;1!-0,14r y- : r.�:rt',. / 45tXiWv?�mImorr-a• �i_�.7i" ••`J.c',,,7,:- - '`, f°-1F^ ;¢-,� rt,,:,-_.R,5:. `.rri �\.:•i . ,.,ai,.-T :;M'i Y11:c^?a. ;_�• '":`.v"f[,%�' l�: (•, i. ,.^'tF f•a. ; °� .�..{- yq.>�"=' <rfi � .. --s,7- �- ."n.:y�,,r rE0,1:?i."`' a ' n,':>_'si '11'q'_✓ Y.t.;: ,tq ;:'':7..•". -Zz.,;9, %R2 ;:fi./ , :'',''' :'''„ ;:"'`., : )'1 ,.r... r:✓ `.%/ \::''`.'.:w,°,4:�+ ,J ` ti::.z.: , : ,_: \, . f . ..::44.:1".'.':`4..7, ' ,,., oil John M.Bredemeyer III,President f•SI 4�®�- o�� Town Hall Annex ' Michael J.Domino,Vice-President �is Az? c® 54375 Main Road "yGP.O.Box 1179 James F.King,Trustee ,* ; Southold,New York 11971-0959 •# ( ,, • ,� • Dave Bergen,Trustee ` �''" ® % M. Telephone(631)765-1892 : Charles J.Sanders,Trustee .41,0111 i.�r Fax(631)765-6641 0'`•° BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1165C Date: September 3, 2015 THIS CERTIFIES that the renovations and additions to existing two story(2,077 sq.ft. first floor, 1,581 second floor)dwelling with existing 423 sq. ft. deck which include a proposed 280 sq. ft. screen porch addition;proposed 607 sq. ft. deck additions; proposed 125 sq.ft. mechanical room and back porch addition;new windows; new entry porch; and gutters to leaders to drywells to contain roof runoff; with the condition the drywells are not to be installed in groundwater; At 856 Narrow River Road, Orient • Suffolk County Tax Map#27-4-9.6 Conforms to the application for a Trustees Permit heretofore filed in this office Dated September 18,2014 pursuant to which Trustees Wetland Permit#8517 Dated October 22,2014,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the renovations and additions to existing two story(2,077 sq.ft. first floor, 1,581 second floor)dwelling with existing 423 sq. ft. deck which include a proposed 280 sq. ft. screen porch addition;proposed 607 sq. ft. deck additions;proposed 125 sq. ft.mechanical room and back porch addition;new windows;new entry porch; and gutters to leaders to drywells to ' contain roof runoff; with the condition the drywells are not to be installed in groundwater. The certificate is issued to RICHARD &SCHEHERAZADE MADIGAN owners of the aforesaid property. Authorized Signature New York State Department of Environmental Conservation Division of Environmental Permits, Region 1 50 Circle Road, SUNY @ Stony Brook, Stony Brook, NY 11790-3409 IMMO Phone: (631)444-0365 • Fax: (631)444-0360 Website: yuwAdeomsaov NO PERMIT NECESSARY October 17, 2014 Mr. Richard Madigan 255 West 90th Street—Apt. 8C New York, NY 10024 Re: Application ID#1-4738-00182/00007 856 Narrow River Road, Orient SCTM#100-27-04-9.6 Dear Mr. Madigan: The Department of Environmental Conservation (DEC) has completed a review of your proposal to construct additions and renovate an existing single family dwelling. Based on the information you submitted, DEC has determined that the project is listed in the Tidal Wetlands Land Use Regulations (6NYCRR Part 661.5) as an activity that is not regulated. Therefore, no permit is required under the Tidal Wetlands Act (Article 25) of the Environmental Conservation Law. Be advised, any additional work or modification to the project as described, may require DEC authorization. Please contact this office if such activities are contemplated. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, • ark Carrara Permit Administrator cc: Samuels and Steelman BOH-TW File ',`.1111•/III,> Scott A. Russell U IrvG ,�'; ° �_ STORMWATER SUPERVISOR ? y MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 u' Z 53095 Main Road-SOUTHOLD,NEW YORK 11971 7t . Town of Southold o NOV OM 014 NOV 2 5 2014 � I� CHAPTER 236 - STORMWATER MANAGEMENT W SHEETR 2014 L ( TO BE COMPLETED BY THE APPLICANT ) V- 1\ DOES THIS PROJECT INVOLVE ANY OF THE FOILIL 1 WING Yes No (CHECK ALL THAT APPLY) ❑[N A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubc:=yards-of—material-. within any parcel or any contiguous area. d;1 ` �,tr_.___ __ _._ _ ❑ N C. Site preparation on slopes which exceed 10 feet verticdl rise to 100 feet of horizontal distance. U ui L 2014 pi D. Site preparation within 100 feet of wetlands, beac , bli ff or coastal erosion hazard area. BLDG DEPT TOO OF pUTHOLD [ 1 E. Site preparation within the one-hundred-year f loodrl picte-d on FIRM Map of any watercourse. ❑[ ( F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. * If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. * If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department witli your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date. District p � i NAME 'l. r�G�//�1 rk 27 0+ /a(o /I/7//v- / Section Block Lot I FOR BUILDING DEPARTMENT USE ONLY**** Contact Information. — y ckphcm Yumbrtl _ Reviewed Bj4tvq,e1L. tgI-2q-I Property Address/Location of Construction Work: Approved for processing Building Permit. 84 (P Narroo Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required. • U (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 DVS APPLICANT: S.C.T.M.#: 1000 .+•o '• CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) --p,,,,; ,`'b /(�•' 27 04 _6 '' Stormwater Management Control Plan CHECK LIST N•,,, • d Section Block Lot - - S M C P -Plan Requirements: Provide ONE co -a Ytt x,n�T :or q I �nr� er mit-� at rot / Date: „ o ,0..+ * The applicant must provide a Complete Exp 4 1 n A R on�_i_-._ ov,i ing /, /I. /. _ - _ .-7.35E-,1o5 J)/9�. /4 . 4 lett all Information that has been Required by the f �I relTerkin I1 1 •;n!'iT• /yam/.- Tck,dionerlomeen / ne,N••++ I I - /// l� l III 1 1 I. A Site Plan drawn to scale Not Less that 60'to the inch MUS I YES NO NA If You answered No or NA to any Item, I?iilebWie Pr'8O1Me 99u5tif2Qi4'ion Ite1122) show all of the following items: If you need additional room for explana 'ions,JPlease Provide additionhl Paper. a. Location & Description of Property Boundaries 5?� _ 1 R.nr nror i b. Total Site Acreage. X i I TOWN OF SOUTHOLD c. Existing -Natural & Man Made Features within 500 L.F. . - of the Site Boundary as required by§236-17(c)(2). I I. ®P qMAGE UNSPECTOCRIS ter"E l EQUON D d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. I Contact TOS En ineerin at 765-1560 before e. Limits of Clearing & Area of Proposed Land Disturbance. I )(, I Backfill, OR Provide ngi eerr's Certification f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) 2c. 1111 that the drainagehas been installed to Code, g. Location of all existing& proposed structures, roads, driveways, sidewalks, drainage improvements & utilities. I III. _�Il.. I h. Spot Grades & Finish Floor Elevations for all existing & IX1 . .. III �� 1 • proposed structures. • I. Location of proposed Swimming Pool and discharge ring. TT X kV, v ATP-75 _ j. Location of proposed Soil Stockpile Area(s). 2Kro 4, j� .}�;f�` k. Location of proposed Construction Entrance/Staging Area(s). 111.11)<710 110. Y] .o ui I. Location of proposed concrete washout area(s). ,, Y'c LA.),n , r)U-f- Ke, m. Location of all proposed erosion&sediment control measures. X 2. Stormwater Management Control Plan must include Calculations showing that the stormwater Improvements are sized to capture,store,and infiltrate ER•,S18iQth i .. 5k1UNNt✓iillttn1iI Cfi7JT`11•EAi3JU on-site the run-off from all Impervious surfaces generated by a two(2")inch , X ll I Shall include but not be limited to: rainfall/storm event. A well maintained Construction Entrance, - 3. Details&Sectional Drawings for stormwater practices are required for approval Wire Sacked"Silt Fencing, stabilization-& Items requiring details shall include but not be limited to: Seeding of expo ed and/or inactive sow a. Erosion & Sediment Controls. I , b. Construction Entrance & Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) I X 1 d. Leach in• Structures (e.•. infiltration basins,swales,etc.) I A i ALP MR ENGlNI::I::I tG UEPAI.TN.., ,"t' USE ONLY*$O* I :. - Additional Information is Required. Reviewed & I I . Storrriwater Management Control Plan is Not Complete. Approved By: TN,„, id i/ t- — I p _ l iv Storrnwater Management Control Plan is Complete. Date: �j IV2\ 1 I �" . SMCP has been approved by the Engineering Department. FORM # SWCP Check List -TOS MAY 2014 �MIS opo 54375Town Main all Annex * ; Telephone(631)765-1802 Road (6813 7fi5Q� .O.Box 1179 • �� roger riche Otaig O .nv.us Southold,NY 11971-0959 tot BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION - REQUESTED BY: —77 �Tc csD -Date: g/( / - Company Name: - Name: r • Q(..A..—r K D. WS rte.; - - License No.: IL,q5 3 - Address: j) o•,e 3a Gr c4 i Ti kctc jam[4 , ( )952_ • Phone No.: - S-/(.o - ?O3 �- JOBSITE INFORMATION: (*Indicates required information) *Name: 5-a 2DniA D Address: gSLp N A-wRa Riven__ ()lap , C�rie� *Cross Street: . P(,p,-r T Q 014-D. *Phone No.: (0 3 5 319 Permit No.: 3 LiO Tax-Map District: 1000 Section: A'7- Block: / Lot 9 , (p • *BRIEF DESCRIPTION OF WORK(Please Print Clearly) Pe-No VA7/ 0fry • (Please Circle All That Apply) • *Is job ready for inspection: YE0 NO Rough In Final *Do-you need a Temp Certificate: YES NO Temp Information(If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional-Information: PAYMENT DUE WITH APPLICATION • - B2-Request for Inspection Form I./_-/1 / C (o l J TOWN OF .SOUTHOLD '�`PROPERTY RECORD CARD - ,,,.._2- -.-_-_,,..- i 000 H P _" ' '" i OWNER STREET, ,57, • VILLAGE DIST. SUB. LOT 4i- rdeS�h:e orazaN, lid"..* , Il'r�id,v,,ii Vey' r2ct 6if/EN i 2 O ER OWNER J N ' E ACR. 7 F' .t l N tS- (r than 2. &4,i/ it L. SrkAChJ/im .- ' , -4e V K l . is ) •1•,,,3,-.1-__47 -1:c,---:1, --3-5..„-p..- S W CODE DATE OF CONSTRUCTION MI. . S�fl�neWigo /t / . S ;Nd� ail Ald /rO a K'-. c,%IY r' • .z/o • /- .,Q LAND IMP. TOTAL DATE REMARKS - . o 0 A Pr l/I!�, a -6.../.2 © f S�/��f�a l Rorz I' S it?. r�e rl�jv / 9O2. A /1/0,'060 r' y � f6) 6C1 / _ H C)0 ' '4,2L c) - - / / -i t/ lob?f Po BI—b, ie, /6701 a!o, e j iw , r, C. ' 7 aoa . 1 9 D O 1.-/, q65/ r6. c o ' j2i.iii.14 / 7(2/3 - L...971:;:-.4I 477 54rc,?,,..1fr 1 -4�g .,7)-1 Yeef I-f i :F-_vv--!• - (-r/r /90 G'' /0, (36 a /.2, 2O 0 _-5.1Q 7 s�2a/ /Mir. i ' i, -9 �I :�1 " d 'rt)��i ; �,`'c'-oo a c. ?c (7:7= 11 l7.8Oc) 1 Z,4 00 8ArkT /0/2.726 ,q, P7,t_'..i-- `-S?. 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" i, - ''', '' ''' -. * "`:' , :t. 4' , , ,, ,,' , .'4 ... . . , „, .ir•• ,,,,,,„......." ,t,..,„...-...----, ..v.:',i• , 4- 47, ' .,„:... ...:-.=.: .; „. - r '..,• _,„„„, mti ,,-,i,...-4,„ __• ,- . ill,. ,-4,,,,I. -.7,4-k't-4,..-. ^ 44.44 ....• ...' .1-+ mr,,r/,....;.5.„...,V,,,.....-... - _ 44 1 p....- it y.74- ' 1 , ,-. .... ,,,,..,,,-.•, ..‘,'•2... , PI'_ , •!„-.„---,t,,,,,, -,2-14,,,,-. - , 10 , [ . -,.. 27-4-9.6 9/03 .,... .......„..._ .... -..--,- ......s, _.,-- M. ,• B, /lg...:c .,,,s..i/,, _ o , •„\:' , ) ,1.. , "2.,.,...- .iD..._.”.- 2,5. (0. / Foundation 0c1.,esyfii-o- .1 f Bath Extensio,n . . Basement Floors Extension / Ext. Walls Interior Finish Extension .. i Fire Place Heat .•/ , . .., ,...,,-1 F.- .--, /O 6 9' I'l.7 2sYy. 2 53'X ....._ 6 et 7/ Attic qa,) I. 2X/ 3 7:- ci I 0.) 9 Pool et,1 0 y sr :=1 km ,==="4,- — ......_ ,..,9'-- k t /- . Porch`'1...-/' v K #2. 2- .........e..f , , . r Patio, , • ,...... / (-.) :::-) e:, S '. • k. ,' 0 — 6,,,t2 0 Deck 14/ •-i=„•;,. t .., 6.,.... .-. - ___.... Rooms 1st Floor Beeeay 6q — Driveway Rooms 2nd Floor 1-4 - _ •6arage . - _ .---;- i t ,..„.0,-•?,,' az ...--).4., . ...• ,... ,......._ Jr'' )-- - 11 -' '' '‘,- .--)‹. 2-4---, ''''' - . . . /,Clyrr//1 - . ( .....-- .0 ...,,,Nss,>-„,:,;) 11 q214- 1 `-' , 20 APPLICATION a PAGE 1 01 4 — TOWN OF SOUTH-TOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION 1: GENERAL PROVISIONS CAPPLICANT to read and sign 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local, state and federal regulatory' requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT • L STATE. OS HEREIN AND IN ATTACHMENTS TO THIS APPLICATION ARE,TO . , :EST 0 M ' EDGE,TRUE AND ACCURATE. (APPLICANTS Sf"C.,` IATURF)/ 1. L!: -- DATE 3/23/5 SECTION 2: PROPOSED DE ',LOPNIENT(Tb be completed by APPLICANT} NAME ADDRESS TELEPHONE APPLICANT ►, . h g a 2 64.0 .• _, 4-1®, BUILDER } )� &do am_ . AI 6 O• i .0 .. ' V • . -5984 ENGINEER PROJECT LOCATION: To avoid delay in processing the application, please provide enough information to easily identify the project location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark. A sketch attached to this application showing the project location would be helpful. 85 . La-go !_i - *Os - -•, -' , r - _ p FDP(93) N Ay APPLICATIONN PAGE 2 OF 4 DESCRIPTION OF WORK (Check all applicable boxes): A STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE ❑ New Structure Residential (1-4 Family) 04 Addition 0 Residential (More than 4 Family) ❑ Alteration 0 Non-residential (Floodproofing? 0 Yes) O Relocation 0 Combined Use (Residential & Commercial) O Demolition 0 Manufactured (Mobile) Home (la Manu- O Replacement factured Home Park? 0 Yes) ESTIMATED COST OF PROJECT S 13. OTHER DEVELOPMENT ACTIVITIES. ❑ Fill 0 Mining 0 Drilling 0 Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) ❑ Drainage Improvements-(Including Culvert Work) ❑ Road, Street or Bridge Construction ❑Subdivision (New or Expansion) Cl Individual Water or Se.yEr System ❑ Other (Please Speedy)- • After completing SECTION 2, APPLICAIT should submit form to Local Administrator for review. SECTION 3: FLOODPLAIN DETERMINATION (To be completed by LOCAL ADMIX' T )R) The proposed development is located on FIRM Panel No. , Dated The Proposed Development: ❑Is J+IOT located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). o Is located in a Special.Flood Hazard Area. FIRM zone designation is - 100-Year [food elevation at the site is: Ft. NGVD (MSL) 0 Unavailable ❑ The proposed development is located in a floodway. FBFM Panel No. Dated - O See Section 4 (or additional instructions. SIGNED DATE APPLICATION a PAGE 3 OF 4 SECTION 4: ADDITIONAL INFORMATION REQUIRED rTo he completed by LOCAL ADMINISTRATOR) The applicant must submit the documents checked below before the application can be processed: 0 A site plan showing the location of all existing structures, water bodies, adjacent roads, lot dimensions and proposed development. O Development plans, drawn to scale, and specifications.including where applicable:details for anchoring structures, proposed elevation of lowest floor(including basement), types of water resistant materials used below the first floor,details of floodproofing of utilities located below the first floor and details of enclosures below the first floor. Also, • O Subdivision or other development plans(If the subdivision or other development exceeds 50 lots or 5 acres, whichever is the lesser, the applicant must provide 100-year flood elevations if they arc not otherwise available). ❑ Plans showing the extent of watercourse relocation and/or landform alterations. ❑ Top of new fill elevation Ft. NGVD (MSL). • O Floodproofing protection level (non-residential only) Fl..NGVD (MSL). For [Ioodl7r `'` `' 'oo(ed structures, app•licant must attach certification from registered engineer or architect. O Certificatio from a registered engineer that the proposed activity in a regulatory floodway will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting-ut-his finding must also be submitted. O Other: E * 5: PERMIT DEIERMINATI IN ' •e com.leted LI AL ADMINI RAT*R I have determined that the proposed activity. A.1) Is B.0 Is not in conformance with provisions of Local Law # . 19 . The permit is issued subject to the conditions attached to and made part of this permit. SIGNED , DATE If BOX A is checked, the Local Administrator may issue a Development Permit upon payment of designated fee. If BOX B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from the Board of Appeals • APPLICATION ,v __ PAGE 4 OF APPEALS Appealed to Board of Appeals' 0 Ycs 0 No Hearing date- Appeals Board Decision --- Approved? ❑ Ycs 0 No Conditions SECTION 6: AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued) The following information must be provided for project structures. This section must be completed by a registered professional engineer or a Licensed land surveyor (or attach a certification to this application) Complete I or 2 below. L Actual (As-Built) Elevation of the top of the lowest floor, including basement(in Coastal High Hazard Areas, bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). 2. " Actual (As-Built) Elevation of floodproofing protection is FT. NGVD (MSL). NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. .4: SECTION 7: COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? 0 YES 0 NO DATE BY DEFICIENCIES? ❑ YES 0 NO DATE BY DEFICIENCIES? 0 YES 0 NO E •N :: ERTIFI •TE • •MPLIAN E ee cern leted u AL ADMEN' RATS R Certificate of Compliance issued: DATE BY: LOCATION MAP : ` Mair Rd o • (a Orchard St (014 Qk Gardiners Q 0( Bay PROJECT SITE S A M U E L S & • STEELMAN March 23, 2015 Mr. Damon Rallis, Building Inspector Town of Southold 54375 Main Road ' Southold, NY 11971 Re: Madigan Residence ; I , I 856 Narrow River Road ,U j Ii MAR 2 4 2015 L Orient NY 11957 SCTM# 1000-27-04-9.6 4Erl OuHOLC Dear Mr. Rallis, As requested, this letter confirms that the proposed construction at the Madigan residence is not substantial as defined in the Town of Southold Flood Damage Prevention Code. Sincerely, Samuels .nd Steelm. Architects ancy e P man, R.A. ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 . _ri b Gross Area Cavity Cont. Glazing Assembly or R-Value R-Value or Door UA Perimeter U-Factor Window 6:Wood Frame:Double Pane with Low-E 15 0.300 5 Window 7:Wood Frame:Double Pane with Low-E 15 0.300 5 Wall 4: Wood Frame, 16" o.c. 485 22.4 2.5 0.048 19 Window 8:Wood Frame:Double Pane with Low-E 14 0.300 4 Window 9:Wood Frame:Double Pane with Low-E 17 0.300 5 Window 10: Wood Frame:Double Pane with Low-E 15 0.300 5 f Window 11:Vinyl Frame:Double Pane with Low-E 8 0.300 2 I Window 12: Wood Frame:Double Pane with Low-E 18 0.300 5 Door 4• Glass 21 0.300 6 Wall 5: Wood Frame, 16" o.c. 199 22.4 2.5 0.048 9 Window 13: Wood Frame:Double Pane with Low-E 18 0.300 5 Wall 6: Wood Frame, 16" o.c. 700 22.4 2.5 0.048 25 Window 14:Wood Frame:Double Pane with Low-E 177 0.300 53 Wall 7: Wood Frame, 16" o.c. 510 22.4 2.5 0.048 18 Window 15: Wood Frame:Double Pane with Low-E 130 0.300 39 Wall 8: Wood Frame, 16" o.c. 70 22.4 2.5 0.048 3 Wall 9:Wood Frame, 16" o.c. 650 22.4 2.5 0.048 23 Window 16: Wood Frame:Double Pane with Low-E 65 0.300 20 Window 17: Wood Frame:Double Pane with Low-E 60 0.300 18 Window 18:Wood Frame:Double Pane with Low-E 18 0.300 5 Door 5: Glass 21 0.300 6 Wall 10:Wood Frame, 16"o.c. 330 22.4 2.5 0.048 14 Window 19: Wood Frame:Double Pane with Low-E 48 0.300 14 Wall 11:Wood Frame, 16"o.c. 20 22.4 2.5 0.048 1 Mechanical Equipment Description Fuel type Efficiency Other(Except Gas-Fired Steam) Gas 85 AFUE Electric Central Air Electric 13 SEER 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 designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.6.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: MADIGAN RESIDENCE Report date: 11/21/14 Data filename: \\SAMUELS-SERVER\Office files\NAS\Share\Office files\Common autocad files\ACTIVE Page 2 of 2 PROJECTS\Madigan\Madigan Res Chk.rck r t 4 '0 i REScheck Software Version 4.6.0 Compliance Certificate Project MADIGAN RESIDENCE Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: Alteration Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 856 NARROW RIVER ROAD RICHARD &SCHEHERAZADE Nancy Steelman ORIENT, NY 11957 MADIGAN Samuels and Steelman Architects 255 West 90th Street 25235 Main Road New York, NY 10024 Cutchogue, NY 11935 631 734 6405 Compliance: Passes e Compliance• 24.0%Better Than Code Maximum UA. 699 Your UA• 531 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. Envelope Assemblies Gross Area Cavity Cont. Glazing Assembly or R-Value R-Value or Door UA Perimeter U-Factor r Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 2,114 25.6 2.2 0.034 72 Ceiling 1: Flat Ceiling or Scissor Truss 1,088 32.0 2.2 0.031 34 Ceiling 2: Cathedral Ceiling 688 32.0 2.2 0.030 20 Skylight 1:Wood Frame:Double Pane with Low-E 6 0.480 3 Skylight 2:Wood Frame:Double Pane with Low-E 6 0.480 3 Ceiling 3: Cathedral Ceiling 300 32.0 2.2 0.030 9 Wall 1: Wood Frame, 16" o.c. 447 22.4 2.5 0.048 14 Window 1:Wood Frame:Double Pane with Low-E 6 0.300 2 Window 2: Wood Frame:Double Pane with Low-E 18 0.300 5 Window 3:Vinyl Frame:Double Pane with Low-E 18 0.300 5 Door 1: Glass 36 0.300 11 Door 2: Glass 36 0.300 11 Door 3: Glass 36 0.300 11 Wall 2: Wood Frame, 16" o.c. 143 22.4 2.5 0.048 5 Window 4: Wood Frame:Double Pane with Low-E 15 0.300 5 Window 5:Wood Frame:Double Pane with Low-E 18 0.300 5 Wall 3: Wood Frame, 16" o.c. 170 22.4 2.5 0.048 7 Project Title: MADIGAN RESIDENCE Report date: 11/21/14 Data filename: \\SAMUELS-SERVER\Office files\NAS\Share\Office files\Common autocad files\ACTIVE Page 1 of 2 PROJECTS\Madigan\Madigan Res Chk.rck k SCTM # 1000-27-04-9.6 slim ,. D le T 1 D.. . NARROW • FIVER PROPERTY: 856 NARROW RIVER ROAD "______ ...7.. �'•46•40M e • .• • : • ' R'OAD ADDRESS ORIENT, NY 11957 • 78.6 • t OVERHEAD ' ° a/t •A' • �1R� oFP OWNER: RICHARD MADIGAN 51 �`T' SCHEHERAZADE MADIGAN a5• 2s N `sa,so. 2ss.s9• 255 West 90th Street FOUND N ) '•51 „ti.•.•., X0'00' • C CONQ• "'°"cT, �_ New York, NY 10024 y �o o g �, -�_ SITE: 125,451 SQ. FT. = 2.88 ACRES bo �� ;.'1••• . . "�La o —� ZONING: R-200 +✓, 11 :�;►• w SURVEYOR: NATHAN CORWIN, LS WELL EASE�E'NT -2......L S 77.60�" W 0, PO BOX 16 -9 o USER 1258g PAGE 904 \ ri JAMESPORT, NY 11947 y� LICENSE #49273 DATED 6/2/14 11/ Y Z LI re °� • 0 N 0 Z >- C A , E. 1 .0 N Riti 44. p :9: .� BIN L • CATSN < LLI Z . I— Lill c d > 0 Z I N f� .:� ( Main R N ( ::: ( O L N 0 o :.I.S w >; CI) 0 w w ° •Ca or ca CC = 111 :::•• • hard St 5\ Q WELL ..... lam. rt � I— *ce.11/2‘..4'0,74):410.,,:o l• Z C ..:-).1 ti� sPle'4.4 tre a' 4P lc ,;., c4..... oto �• S �`Je< O L9 s'• o a. Gardiners �— po, N A ( Bay0 — i"' Too V Q CZ Z < cl, 0„• I f -•�•••`() o PROJECT SITE CI N 63'37'30" E 288.10' `.�'` M ID FOUND I N• rn(I•) CONC. MON. '... L...l /� EDGE OF LAWN { 1 :......,...., ,, ........_ , :..... .:, • . ,.. .,„ / O'Z Ca" ".:•'•( Y x\ YNIN EN _ )• ( 25' RIGHT OF WAY •..;_ ` BY RIGHT OF WAY CONATAINED INNT ED BSS IN8UBE29 PR 10340 PAGE 255 DEO ; c) UBER 10340 PAGE 20 AND LIBER 10340 PAGE 30 )•'�''r;/ / q ( i :,...:•( . • • ,1� +� od Z• ..,,. :( / ( ....--•( ( <,' - --I • . Le ..-- o r o ^`� I W -I• Wz , X ' ( _ I ¢ zLL • X w al ��` FRAME 'e•�•( W• N o / SHED CABLE BOX „( Q N m N a�•- M ELEC. sox",,,e G O R Op TEICA MANHOLE t �, r,� : S ,:c.(2°, ~• 0 o I_> r� 2� to c�• 11111. ^- '-20 EXISTING -< 2 STORY FRAME BARN S i NgW gpCK PORCH S MEC H.ROOD LJ _ �, • ' •: • •'U �..• LINE OF:XIST. �•` N ilos,11; DRIVEW �O I�OII �• ���}_o'lr' ORIENT HARBOR ('" 'v / '::.. .., • • FRONT YARD • L � ���of nd��Y �� •, :• `-;•`: ,.� SETBACK k,14, _ G'� L. S TS _o 4 r,� TURd AROUNO �, 1Y��t. mniraiSTON I�j�f A ` �,,+� %eweJj��/ ed.r.Ke E%IST.STONE DRIVEWAY • 9 % '1 }N f I. APPROXIMATE SHORELINE SP',g . I�-��� •• • • • •• • • • ' ,. . • ' • ' • 1' ,N"g' • �� �p K • • • ' ••! LAMP /� m� �' ' POST O "�� �'T �3' F,, die 11 �titi r° oma ;.;-••••••••., �0 ;1I '' .::: :: PROJE:'."::NO: i • ti / :(:1 , �/ 1405 •Oh1' ` /III , r NEPORCHEN ) DRAWN BY: UT IIIA) ti9°1°''`d% '' M‘ / —md tri CP CHECKED BY: IIIIII ���s O',� / N S y �6�ery99 *-4 >� _ 25.00' DATE: November 14, 2014 S 4.1` v 13 •sCs4 `'� S 63'37'30" W E OF LAWN 353.54 SCALE: �� _ _ �� o�� SHEET TITLE:40 0 / • EROSION &SEDIMENT CONTROLS SITE �� �ic�qv 4,_o�� • Shall include but not be limited to: /s�'�T�' j o, .c:4,,,,, � A well maintained Construction Entrance, PLAN o�, %, T Wire Backed Silt Fencing, stabilization & 4,-.,,,,,_ -e4,, Seeding of exposed and/or inactive soils. o•,�� DRAINAGE INSPECTIONS A!2E REQUIRED Contact TOS Engineering at 765-1560 before SHEET NO: PL ,AN: $, Backfill, OR Provide Engineer's Certification SDIE that the drainage has been installed to Code. SCALE: 1 = 40�-O" APPROVAL OF STORMWATER MANAGEMENT Date: ( P N - v�vn Code Chapt 36 Date: d 'Z5�/� \ 8 ""fr*st. I Appro d by: Vy (e, 4,6- --- r ir /- \_./ 6s N 63° 37 ' 30 " E 288 . 10 ' FOUND CONC. MON. V) EDGE OF LAWN N 1 N O Iv CO .. (A 11 NOF 4 0 ` � STAT / / A. 0 E' OF NEW YORK z C4 0 71 O Z >- HILI `s 25' RIGHT OF WAY Q I 0 > Z RIGHT OF WAY CONTAINED IN DEED LIBER 8829 PAGE 426 AMENDED �- O BY RIGHT OF WAY CONATAINED IN DEEDS IN LIBER 10340 PAGE 25, LIBER 10340 PAGE 20 AND LIBER 10340 PAGE 30 Z -I X Cn J / u j STRUSTz' 0 m W W DICT/pNs o W 1 SF DSn, "dickC PI z O o < I— Z 40 Cn44 .1. z -b 0 0co I— z o w o N/0/F (CZ rx O � I EXIST. ELIZABETH L. LATHAM _ FRAME SHED CABLE BOX ELEC. BOX NEW DRYWELL FOR MANHOLE rn a RAIN WATER RUNOFF �� k\6 ROM HOUSE TYP TELCO BOX-gyp x rl cn A- S* �3 °z REMOVE EX65T. k v CURBING I c =.__...1 I k / m m TEMPORARY EROSION CONTROL MEA = k\7 �? n ' a0 PROPOSED HAY BALES 4 SILT FENCE EXISTING .< m DURING CONSTRUCTION SEE DETAIL -;„--- TOP OF EXISTING GENERAL STORMWATER POLLUTION PREVENTION NOTES GRADE CAST IRON FRAME AND COVER PERMANENT STORM WATER RUNOFF CONTROL MEASURE TO GRADE (AS REQUIRED) SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE Development activities for this project will consist of: TRAFFIC SLAB (SEE 1. Installation of temporary erosion control measures (silt fence barriers), PLANS FOR LOCATIONS) 2. Clearing oftrees and brush in areas shown on Site Plan \ \ / 3. Installation of the driveway stabilized construction entrance,if required 4. Existing portions of the building structure to be removed , _� q 5. Demolition and removal of portions of the existing building foundation1111 se(m) 0 1 / ,: 6 Excavation for a new building foundation (+/- 3 ft below finishedgrade) z dJ 2 ; sITE DATA COi`dTI'? WITH ALL CODES OF A PfOVED AS E,!OTED NEW YORK STATE &TOWN CODES SCTM # 1000-27-04-9.6 D CONDITIONS OF NARRDATE: ��'t�/ B.P.l,g C �-. �?('? AS REQUIRED AN - . O W �� [?Y: �� �,11'L-� RIVE pp R PROPERTY: 856 NARROW RIVER ROAD N 71.46'40" E •' ° e °s , • ♦. R•0 FEE ,,I,, •:,.RD ; ' r *ROAD ADDRESS ORIENT, NY 11957 NOTIFY BUILDCaG DE 'A,RTP.•4ENT AT $�' '' X861 �_ ovERN� E 765-1802 8 LDi TO 4 PM FOR THE , as ty f '-ur_1Ts�;:' ".F StEES ,_ �Ra , of P exr', 00 ••;:v.•,:::...,.. PAVEMENT OWNER: RICHARD MADIGAN FOLLOWING INSPECTIONS: �°--�""'- 5" `".' 1. FOUNDATION - CTI REQUIRED /O_'./"7-•/y _i4Y,S•�'r d N 238.99. 25 SCHEHERAZADE MADIGAN 0 „..:t....:1,.'69.50, 8 50 °p, .0 C°M 255 West 90th Street FOR POURED CONCRETE tiC 2 40 °" New York, NY 10024 2. ROUGH FRAMING & PLUMBING y Z Cl , 3. INSULATION o g �, —�_ SITE: 125,451 SQ. FT. = 2.88 ACRES 4. FINAL - CONSTRUCTION MUST OCCUPANCY�' '" // b v �• o e well. o ' BE COMPLETE FOR C.O. t � t 't j oci ,• , ZONING: R-200 A SI I --� USEIS UN� ��° F �\ '`•;:\ 2 i N SURVEYOR: NATHAN CORWIN, LS ALL CONSTRUCTION SI!ALL MEET THE s o PO BOX 16 REQUIREMENTS OF THE CODES OF NEW WITHOUT CERTIFICATE x "ELL EASEALE V,::,S 7�' 6'40• W YORK STATE. NOT RESPONSIBLE FOR {� p� �► o o OBER 1z5aa PAGE�T 4o�P0' rn JAMESPORT, NY 11947 DESIGN OR CONSTRUCTION ERRORS. F • C U�" i � �:..` \ LICENSE #49273 Li �, DATED 6/2/14 i3f';AI NAGE i�`�r tci oNS ARE c @l: l '� CO 0 Z eN *�^ C ""1 contact TOS Engineering at 765-1560 before n : 0 f�LUy, _.:�RCERT1FIvt. . .,r w N ': O • Z >"' I!LEAD,CONT. ENT B FCi-... Backflil; OR Provide Engineer's Certification 0 CERTIFICATE OF OCCUPANCY that the drainage has been instaIled to Code. o TION 0 n. ( WOOD LOCM 11 'SOLDER USED IN WATER `' ( �;: �N ,_ .. Qill SUP>t�L:YSYSTEP�''CANNOT NCS ' All ( W EkdrED /1 'a:1 tZ 1..E :! . Z �: in Rd > CD Z N L . ' ( Z O 1 r •=( tiv CO • PLUMBING ALL PLUMBING WASTE ( W WLi, &WATER LINES NEED ••: ( TESTING BEFORE COVERING ( z< I vi..„, „,..,:,...-, , r hard St0 imi (X , .,... ( z 0 N • Q N co �'pi" <��� �' �••, • ( try A'4.?' lir + 44',714tkS'T T.Qq :'s:. 1V�,�� �� e� Z ad • s = ` c',yg9�r 4t� 1 :- s, ��J O (29 To, i-.., � '; Gardiners Q 1- 4 A ' '::( Bay — 0Z �s �� • * CD < •.1 0 ® W 'Co. I ( •( 8 PROJECT SITE < M 0 N 63'37'30" E 288, p' FOUND VII ( u CONC. MON. :.' .:( Cl) EDGE OF LAWN �� ' t( r}• •.:....( • / ... . r., ------------ � O I ( 1..., rg •( m o 25' RIGHT OF WAY BY RIGHTOF OF WAY CONATAINIED IN DOSSINBLIBER 0340 AGE 255,,D� QI �O LIBER 10340 PAGE 20 AND LIBER 10340 PAGE 30 • . , . .., .:.:., ) ., :... • , ....•,..( • �s z ,_____ . <• . ,.., . / ,. / .:.--.( '`( I / 1 :,:..;;.; w � X ) : WZW . k • 6/ El--SH�ED CABLE Box ...:!::;•, W• 1 M 1 7 R� N( LlJ. a N c� ��Of ELEC. :n N = M U �'� TELCO Box •( r. -, (- cK II I �� _ CO V,• uu r' m EXISTING — 2 STORY FRAME BARN • • S• / NEW BALK PORCH n_i S ME;i::,. � . OUTDOOR.... : SHOWER �.• �j. ��.t.•::: vl 17 . LINE OF TsT. 6,O_O -,_ ORIENT HARBOR j ...10 / •• ,",._ • FRONT YARD tis :;C;v1\7-,/1".. ��oF NFAo •ti 4' : ` ':'; SETBAOKs '"o-.� Cmlp* `/�'"■�, •.HSN PAR•KWGdY T `,` (1/4'�,1�1,1• PLANTER G��/J' ^•M. •:i :'i i f; A ,-5j-.OA STONE i Iy ((( q <'%f�i EXIST.STONE DRIVEWAY L (I'C''' �r v APPROXIMIATE SHORELINE '5'Tq 2'4'oppitiO r �i . • • `` ` POST 0 "9/> 'Y'l 7?'9'3- i / LAMP `� / , m :,.❖ PRO/J� T NO: �/�� �, 1405 4 Sr NEW SCREEN' ti9��j// OV.5 r PORCH ///�j V DRAWN BY:CA UT CHECKED BY: /////// s ti9�tiorn w ` ) N NS \• i / is) _ �/ � � °°� DATE: 0rypp ti PS sN - X25.00' November mber 14, 2014 _ ! 04 S 63'37'30" W E of LAWN 353.54 SCALE: o���ls 1 40 - 0 SHEET TITLE: / • \ I R �4c4a SITE gz. "444°%1 PLAN /5".2,, T�o�o 0,,_ .vT .��iri� • Llc /-O�� SHEET NO: SCALE: 1 " = 40'-0" 610- N 63° 37 ' 30 " E 288 . 10 ' FOUND CONC. MON. V) EDGE OF LAWN fV N O N C 0 (.).1 RI 0 N/O/F0u) v fx STATE OF NEW YORK � O ►.;;: � rn O O V VLL1 25' RIGHT OF WAY o Q Z 13 RIGHT OF WAY CONTAINED IN DEED LIBER 8829 PAGE 426 AMENDED s 0 BY RIGHT OF WAY CONATAINED IN DEEDS IN LIBER 10340 PAGE 25, 0 0 LIBER 10340 PAGE 20 AND LIBER 10340 PAGE 30COZ 7°,11/V U m Ll� Ll]JUSSGTpi _,- D/ s 0 I--N III NYS T,4 "r• b xi O �T�'4GK�G n � I'mc) t .1. O Ciol co s_t, H EaZ D w , 13 < Fee o N/O/I, O EXIST. I 1 ELIZABETH L. LATHAM FRAME CABLE BOX SHED ELEC. BOX o �� NEW DRYWELL FOR MANHOLE �• RAIN WATER RUNOFF 6 k s ROM HOUSE TYP TELCO BOX 6 REMOVE EXIST. "' <73 CURBING1 o A- '52' k �SC 1-1 I-"1 1 k S9 m 0 TEMPORARY EROSION CONTROL MEA -' \� ��� EXISTING \� 1 PROPOSED HAY BALES 4 SILT PENCE — • DURING CONSTRUCTION SEE DETAIL ---,/, ---L-2-- '' <• — 2 STORY k ( \ FRAME BARN °� z \� \0 /�% ( \ / SLAB \ / CK PORC NEW BACK k L. 4.5 Z ii-.72-- , -r MECH. ROOM & -� \ 71.1rD:7r4Rii:;:mi°17(RET..,tovE o •'� Ii iZEM�VE EXIST \2 1...7-710i±:41:_zsEli.,;: NEWBELGIUMBLOCK W J 0 W 3 sRE R . 15]T. APRON AT GARAGE DRS a TREE \ --=__ _ n Si REMOVE EXIST =_----Et - W P •...• LS GRAVEL 4 MTL = - TOP OF EXISTING GENERAL STORMWATER POLLUTION PREVENTION NOTES GRADE CAST IRON FRAME AND COVER PERMANENT STORM WATER RUNOFF CONTROL MEASURE TO GRADE (AS REQUIRED) SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE Development activities for this project will consist of: TRAFFIC SLAB (SEE 1. Installation of temporary erosion control measures (silt fence barriers), PLANS FOR LOCATIONS) 2. Clearing oftrees and brush in areas shown on Site Plan ) 0 3. Installation of the driveway stabilized construction entrance,if required r , 111 4. Existing portions of the building structure to be removed J L 1 5. Demolition and removal of portions of the existing building foundation _ 6 Excavation for a new building foundation (+/- 3 ft below finished grade) (n ›- dJ \ - 7. Construction of a new foundation 0M —Q 8. Interior renovations of existing residence W 2 ® ® ® ® ® ® ® ® ® DRAINAGE BAS I N 24" HIGH x iib" DIA 9. Construction of the new addition and screened porch I— Z x j s' min ® ® ® ® ® ® ® ® ® tn 10. Installation of on site drainage structures (permanent storm water runoff control measures) C:1 0 0 (� ® ® ® ® ® ® ® ® ® 0 11. Installation of underground piping from gutters and downspouts to the drainage structures 0 c1 (V 5 ® ® ® ® ® ® ® ® ® 5 12. Filling and grading of soil above drainage structures CIO ® ® ® ® ® ® ® ® ® < w BAC1FILL 13. Installation of new landscaping plants, lawns and automatic irrigation system 0- MATERIAL TO 14. Removal of the temporary erosion control measures ci Lll ® ® ® ® ® ® ® ® ® BE CLEAN SAND Z W ® ® ® ® E E ® ® ® AND GRAVEL Q = PI — — SITE DATA I- - Z Site Area: 125,451 SQ. FT. = 2.88 ACRES Z 0 1- GROUND WATER Soil Classification: See test hole O 1— Receiving Waters: Orient Harbor Contractor: N/A < 0 PERMANENT STORM WATER POLLUTION CONTROL MEASURES RUNOFF CONTROL MEASURE In accordance with the provisions of the Town of Southold, chapter 236, storm water management and erosion and sediment 0 in 1— z STORM DRAINAGE RING TYPICAL control measures including, but not limited to, the following shall be employed during construction: W III I�_} NO SCALE A. Existing vegetation to remain shall be protected (byinstallation of construction fence or other approved means) and shall C M NN 0 remain undisturbed. B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas and the length of time that areas are exposed. A maximum of 1 acre shall be disturbed at one time unless written permission is granted by the NYSDEC. Graded and stripped areas shall be kept stabilized through the use of temporary seeding as required. Seed mixtures shall be in r ' accordance with the soil conversation service recommendations. Z� \ C. Bare soils shall be seeded within 14 days of exposure, unless construction will begin within 21 days as sections are FLOW ' �� completed, or if construciton on an area is suspended, the area shall be seeded immediately. ia. Seed preparation - scarify soil if compacted, remove debris and obsticiles such as roots and stumps. --....______./\-- � ��� b. Soil Amendments / - --�,L „ �� 1. Lime to ph 6.0 �-� i1r 2. Fertilize with 6600 lbs of 5-10-10 or equivalent per acre (14 lbs/100 sq. ft.) oti��1 4 c. Seed Mixtures Z• -�� 1. Temporary seedlings u) Q• r) ' a. R e rass (annual or perennial) 30 lbs. per acre (0.7 lbsper 1 000 sq. ft.) Y Y9 @ � oma _ b. Certified "Aroostook" winter rye (cereal rye) @ 100 lbs. per acre (2.5 lbs per 1,000 sq. ft.) use winter rye if seeding in ° SLOPE I ' 4" VERTICAL w X October/November. = a z a --r- FACE 2. Permanent seedlings - See Landscaping plans D w• 0 a o M D .The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall be diverted away from g w. a N I cleared slopes. 1- M lv E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage systems. < ~• U BEDDING DETAIL Sediment barriers shall be installed along the limits of disturbance prior to the start of construction and shall be maintained until u) u)• construction is complete. ���_ \ F. A stabilized construction entrance shall be maintained to prevent soil and loose debris from being tracked onto local roads. The ANGLE FIRST STAKE TOWARD .. -----; ,--77........,--/\ 7,z_ construction entrance shall be maintained until the site is permanently stabilized. Any sediment tracked onto public roads to be PREVIOUSLY LAID BALE. 41:1 'PK-7 ��% removed or cleaned on a daily basis. ���� i` ��� G. All runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets installed on site shall be or ry _�1 �^ L protected from sediment buildup through the use of appropriate inlet protection. c���C E1 ) Y FLOW —��� rL 1 H. Appropriate means shall be used to control dust during construction. ,��'o� L sr��`� LITL /\f I. Followingpermanent stabilization, paved area shall be cleaned of soil and debris and drainage systems shall be ` r 4;Y�: I , . {� �� g y �i�_� 'N 7.__/_ /Nz_ cleaned and flushed as necessary. c___,,,,,f,,, J. The contractor is responsible for inspection and proper maintenance of erosion control measures. Inspections L .......--7:,,,./..._;" �L i �� must be performed every seven calendar days and immediately after periods of rainfall greater than one half inch. Maintenance / Ntil :�o o, ,:, f- ^0000 measures are to include, but are not limited to, cleaning of recharge basins, sediment traps and drywells, cleaning and repair of �/ ��/� '�_ �� �' sediment barriers, repair of berms and runoff diverters, and cleaning and repair of inlet protection devices. PROJE 0: 1405 ����r �L K. During construction, the contractor will comply with all local regulations concerning the disposal of solid waste and debris and ���_ �� 0^ -- toxic and hazardous waste, as well as sanitary sewer and septic system regulations. Temporary fencing shall be erected as NS �� ; shown on Site Plan along with the placement of dumpsters to control the buildup of debris. The contractor shall periodically ) BOUND HAY BALES CHECKED BY: ^--��� li /\ ,.i clean up any debris accumulated along the temporary fence and empty the dumpsters regularly. NS i PLACED ON CONTOUR DATE: —�� The contractor will report any required modifications to the SWPPP necessitated by field conditions or construction activities to �i� 3 the Engineer/Architect for revision of the SWPPP where appropriate. Aovember 14, 2014 2 RE-BARS: STEEL PICKETS OR SCALE: NTS . .,-- 2" x 2" STAKES 1 .5' to 2' IN GROUND. DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE SHEET TITLE: DRIVE STAKES FLUSH WITH TOP OF Construction materials shall include concrete wood forms, building lumber and associated metal attachments, precast concrete HAY BALES. septic/drainage structures, prefabricated building components (windows, doors, cabinets, flooring materials, finished roofing and SWPPP siding materials, lighting fixtures, plumbing fixtures), gypsum wall board, batt and rigid insulation, piping for plumbing, outdoor ANCHORING DETAIL paving materials. DETAILS Waste materials shall include demolition materials from the existing building structure, unused building materials and products, & NOTES trash from construction workers meals and drinks. Project site shall have a dumpster that all waste marerials will be temporarily STRAW BALE DIKE DETAILS stored and dumpster shall be emptied weekly by a private carting company. MOM SCALE: NTS SHEET NO: J' I2'-6" y 30" VERIFY EXISTING / 38' VERIFY EXISTING f 21'-8" �I� �� 6'4/2" 6'-Oy2" 1'- " 9'-3" / 7'-3" / ,'-3" 7'- 211 !1( \4/2" 41/2" \40 „ A 8 0. -„ — ---- --- ------S,XP________ 3=XB J 0a -1- —r- i/ Fill "IGONG. SLAB I I NEW STAIR DOWN I 4" CONC. SL'- =ry _ CO Z in h►N GRADE < ` NE(`4 STAIR DOWN0- c`I 3 RISERS MAX. 4 RISERS MAX. N ON GRADE to `t ( I O 1 -�ctiO B ` - 3 2X8 __1 L- kio - 3-2X8 - 3-2X8 - -i@t— - 3-2X8 _1-_L-�-3=2X8---� r::' 0 NZ F 14P' I— W 9 4X4 POST ON i i5 CD e - I 12" GONG. TUBE0 Ca I AT 36" D - TYP. Y W/ POST CLAMPS 0 Q imam X I — TOP $ BOTTOM Q W cn J� < IX4 IPE DECKING �� 1 X r r----+ - -� DECK ' I m oIA ir X I 4"!CONC. SLAB N O in ON GRADE NEW STAIR DOWN- I O I 4 RISERS MAX. , F- I I 1 2X8 LEDGER W/2-I/4" 1'— Iv I - / TIMBER SCREWS AT I6"O0 J —'cwt-\`� — MO +--I- to__ 04 AM MOMMOOMNO MI E:11) k——�c— tu I-I 3-2X8 P. . GIRDER O 0 12" CONC. ON _� / O 1d,u,, V .0 AT 36" D - TIP. OC - EXISTING / EXIST. CONG. BLK FDN / MIMII NEN N DEG< HALL - TYPICAL % W 1 DECK EXIST.TOREMAIN �I74- 0 It' is- j . . v / EXISTING CRAWL SPACE W I1d) 4 PROVIDE 5/4"X6 XII EXIST. GONG. SLAB E 8' STL BASE PLATES AT �/ I / 4X4 POST ON /; EACH COL ON FDN WALL 12" CONG. TUBE !L PROVIDE 3/4"Xb"XII" ,, M 1 V 1X4 IPE DECKING dJ STL BASE PLATES AT � POST FROM AT 6" D - TYP. O I X Alb lb �� ABOVE W/ POST CLAMPS I • -� N/ EACH COL ON FDN WALL �A TOP B BOTTOM I 1�.>r 4,-- R - - % %///////////////%%rS%////////////////////% ' %//////A 2 o /- 3-2x8 ' - I ' 4rr � ////� o NEW 1 1� I W 8X16 CONC.BLK / L ,- NEN POST5 .@' PI ER ON 24" 1 SQ X 12"D / 2XSAP.T. DEC JST °>< OUTDOOR i 1 6X6 P.T. POST ON / 11 I FROM ABOVE IX 16" SQ GONG PIER Eto x i_ _ ,P�OB50T`�FROM N SHOWER 24 SQXB DFTG 01 1 A -X6 P.T. POST W/ 2 . AI EXIST. GONG. SLK PIERS I I / la i I POST CLAMPS TOP cv I iliti" NEW 30'X42" GRAM_ `' .t' '.''' ' :!:''`'CI•; •I, ` O , 8" I6" PDN VENT , ,:%.. I �1 I 4 BOTTOM r N SPACE ACCESS HATCH �( 1 I - - - - - ��//� - - E — ilii - - / 2X8 FJ AT 16' OC I L — 1 )7I LI I / i i.-,- �-- r ZI: • vier / / 0 j EXIST. 3-2X10 GIRDER . O % NEW ; `� it1 INFILL EXIST. STAIR O . / GR,�'�WL i v OPENING W/NEW 2X6 - .\ -1 m in, 3-2X10 P.T. GIRDER O_.- F.J. AT I6"OG i FLYWD .0 1 \` 1 4 ri / c.�.}��tG� z <171> I� , SUBFL TO MATCH EXIST. Q PROVIDE 3/4"X6"XII" �7 ry / �� r A D 4, 2 GONG. SLAB .: vor, H ® EXIST. 2- X8 F.J. N STL BASE PLATES AT I �. ! F- 1— ,iz: '` l - I �I 0o Z• .`,.,V h `... (0 EACH COL ON FDN WALL N 8 GONG. WALL W ?`?�•• '` 0 PROVIDE OPENING--% �•,. w Q ® 'N NEW ! ;, ~� 2-2X10 X I6 W X 8 FTGN. .;,',;. .. .. ~... .. . EXIST. CHIMNEY FDN I I u1 IN EXISTING ,:''i ' c SCREENED Y /. x4 nv , ,i* -'• TO REMAIN J coN <• 4 L_ X PORCH v ,,,1%. ,, .!`:• !Y /'� FOUNDATION WALL 1 e,r:.,i„-: ' ..;.� ` : ::: v O \i (a W :ty Vi; 'l.',,,. EXIST 3-2X8 GIRDER -.-- — — — ABOVE FROM I 1 24 x36 lL / . J E• a o 1- 1- - - PROVIDE # o �- o 1t1 Q , ....-.... ,mr•• •••.ck\ XIST. 3” STL COL. (TYPJ I IL (� KEBABS 12" OG W -1' w z w (V I / - -�-- EXIST. 2-2X4 W/3/4" PLYWD GIRDER - I F- 1� / 1 W• V w o / VERTICALLY TYP NEW ~ N 1 3-2X10 P.T. 61RDER (Ni ® !� � BAG< i EXISTING CRAWL SPACE I X I X a 1 - - 0 / X15T. 3" STL COL. (TYP.) u1 w 1 1-- -�I -�. 2 W• N 1 Ex15r. GONG. SLAB X Z 1 _ 1_I / PORCH • - r I I IL I 2X8 P.T. DECK JST L _J 1 1 / / , U) U.)• II-td---< 1X4 IPE DECKING '( . INFILL EXIST. OPEN'G W/ C_I . E AT I6 OG r-- t, 4X4 P.T. POST dJ !AN 8"X16" GONG. SLK. GROUT I r, / - 2-2X8 I 1 „ Q i m SOLID. VERIFY EXIST. FTG i I ///////////��/////////��1//////////////////l/////////////�////, Y ////////////�/lr— - - !y I ON 10 DIA GONG f // i-1--�-J TUBE- TYP. AT STAIR - u_ -i _ / FROM ABOVE I L NEM POSTS J 6X6 P.T. POST ON r 8 SQ GONG PIER I gril I 3 • P.T. GIRDER 24" 5Q X 6" D FTG 7` RNI I OMF - - an //� / I. . . // // // // 0 ,1 gP(E U F����liY� c7( L. S7 O,� / -ROVIDE 3/4"X6"XII" / 4.; 'C \<2 STL BASE PLATES AT / ` ? h)6, EACH COL ON FDN WALL EXIST. GONG. BLK FDN ; :5�j• �}a. / / WALL - TYPICAL � � , , ,,, ,-, I242., 2 •953-1 4,t a Ot, ,,,4 I 121-6" I / / /• / ROJECT�NO: vo . „ ND „„ TioN PLAN 1405 j .., DRAWN BY: SCALE: 1/4" = 1' -0" NS / EXIST, 2X8 FJ. AT I6"O0 1 ' i �` I - NS D • TE: I EXISTING CRAWL SPACE November 14, 2014 EXIST. CONC. SLAB I N • L • // Iry 1/4" Ic4SHEET TITLE: C 0 'x 9 C FOUNDATION 0 / PLAN /��/����������/ �ii��lf�iir/i4/. /i EXIST. CONC. BLK FDN WALL - TYPICAL SHEET NO: f 2c11-11" / 4,1'2" FIELD VERIFY 4/2" FIELD VERIFY 42" /// 21'-4" 13' 23'-IOY/'— 4'-O 1/2" y 3'-10" / 6'-q" 6'-Q" / 3'-10" / 41-01/2" / 3'-1•' 2'-81.1____ '-e"__2 3'-10" .._ /j2 " / - 1'-1" / 5'-I0" 3'-10" 5'-O" / NEW STAIR •T 4)* NOTE: W STAIR AT DECK - MA DECK - MAX 4 RISERS MAX 30" TO GRADE 4 RISERS I< T TOP OF DECK /\\ 4 _ BLUESTONE-. PAVERS > DN / \<,/\/• BLUESTONE PAVERS ON 4 GONG. SLAB \�' in I / ON 4" GONG. SLAB / � / }. ILL! x X 2'-8' < VERIFY DIM W/ (20) Z 5 /\ \ / DEGK / I / BBQ UNIT Z / / -- r,, _ DECKING xE O ‘ dioIrr L_NEW STAIR AT lir = —�— 1-' In DECK - MAX111 rO 0 4 RISERS \ _ BARBEGU=-UNIT Q — BY-0WNER 4 42" HIGH WALL W/ ermeni - • ' 6/4 x 8 IPE GAP O PROPA LINE TO13;=62 °6 I MI BLUESTONE PAVERS > \'\ C 40---DLINE ON 4" GONG. SLAB \ - - - COv \, / \ / - -WINDOW_ •PENDS / lir i /\\ , 74/(-15)/ _ NEW DR C1EW OFEN'GNEW WINDOWS-I EW OPEN'G- O r -s+r �.� rc: . . oi.....__ �//// //_:=c— Y//////% :�/////// ir,1 \ \pC % __ .I i1//DW io00 �L_: _ ®2- 4osT® OI i' X11 -r9 EXI- --TN / ilei 1' I O O % I "/ /j \ to" JQ EXI . - = INC /, -- - I� O Q> - W GABINE -Y / 1> 11/ NEIN TO-REMAI NEN '' - X O =Y OWNER 419/ I '7'-6Ys" OCD ri-- DECK li fG I TGHEN N IAID FIN. FL Ili tn 4 d :;: Ex4JPE - 9 ALL GABINTRY • GT QO 0 I— t- 0NEW MIimsloX ACV DECIDING10'-"1" 8' 2" 10'-'1 . BY OWNEROz 7 O DINING BOOM _ � fitMETAL PAN UNDE' _/ 3x5x1/4" CABZO INETRY 9,�8 -� IL ! •/j, DECKING AT • �' - NEW 4 Z ==11 , NEW WDIN. FL -\/...________________ FIELD - GOL ° 10\ x xm x — �//i OUTDOOR W AY& NE•, .0OWS IN NI=W OPEN GS EWJN F_O_WS_N--NEW-OPENS�3 •/ >�� i/i _ �/ tt NEW DR W OPEN'G ' - - - %/%!"' N to ry / s� qJ V HDR 1//" SHOWER W .v . - - - - T�-�- // � Pl y. MEI% „ �41)nr? ,` -s " //� %ice` j U~-1 Hz N ii, ��� W r. LL ` 2-q I/2 VL HDR - ID i1-, Eon M O --2-'T-T/4'�L-VE t-TDR--2=i-17"x.-v DR •/ -2x4 -05TO I P05T „ii _ ,,II// ",�I�/ x Q x % r;,;; - - TYP. I 1 02-2x4 TYP. C i 1 %' '" j' `*�2 `t�2 W to U! - —� DRAIN TO • zz DRYWELL �, Eh, I 3x5x1/4" 5TL I ;,%,/,/.:. N j 'h'-3" NEW 30"x42" H�NGED ��tt ismtcr--rauiI %i' %' ACCESS HATGItf TO aiaiiii ••QCOL EA SIDE N %� ., ii, C'S EX CHIMNEY in 11 = sy2./2/>" ,, N to W 7' H CASE 1 d X 3'-"1 I/4 LVL W/2/3 4"X " ST . r •. 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I __ I I I - % � / W POCKET /�� cV ti' • _ '".,,j -7 I i OC dJ N t- r /, / �0 / DOOR e 3 • • iv . nI ( I ` ;.I 1 , �- Q / % \1 / moi, \ \/ o� • q12 V 3gl2 V 0 1 0 •3Q12 V O O `', O 1%� FACE OF STUD Z G' ../... .-4...; _ - L _ - L�.6 .p - 1 J=�� _ j//; //'r-1 O .t `£" ,,,, 1 i _ Q lQ Q i r / tll, 2 / �l / �� in l's 01 t- M •M. r. ' pL nZ AA <_---' = -- -- N sn / � ��# 3\ I 3 I/2 SPRAY FOAM a ®\ o / ai/ _ "',, ,. `� 1 Q 0 �lli � �o �iiai000/ /�� is 'aii 15 m % iiiiii, XIST. % IMEGH.RMWALLS AT �I - N Q u _ - II x O I ` 51-I. v 0 a I(V 1 I N / EX. , q 2. Yet I cot_ " SQ FINISHED �. _ I �M1/ - 4 P - ; m I J o --� L L Q VERIFY WALL p .1 / ft- N_ E F M-TYP. . --- 1 THICKNESS lU I X R r� % - :. `°-I r r- A.- N IN - = W J o2X8 DEGK .1ST5� 12-0� ---^ -- -1 I 6 ci... 0 I2X 1 GE ,NII !re() :in 0. QZI NEW Q - OJ _ �.=RIFY DIM. I i I w _ UXI V I F UP / 7 z w w \Lin IREPLAGE GASED BEAMS IN/ �Z HALL zo �� N Tr'' NEW ® NE I , W• , i I UNIT I IX POPLAR 4 GROWN ;t --ti NEW WD FIN. FL r i w EX 1ST. x pz _ MU ROOM ! �� B, _ N o a \ I 1 MOULDING I 01 ��1 ENTRY i— " © , • I 1 Q (t1 NE WD FIN. FL c0 W lil li ; -i I 104, NEW CABINETRY 1 , NEW YyD FIN. FLS v x' 4IFE �� D MII BY OWNER �— O O ��• z O O O N QMEW 0 11$ NG I a) 1 . / 1 1 1 . _-=� N CO rt • n 3x5x1/4 STL m ;;'/" NE ' 'O j2WN�� DELITE �1 ' I I ///,' ' ,2r; +['GG 8" FIN. COL CASED I - 1/4-1 VI.-HDR 2 1/4" I V #D- J COL EA SIDE I 1 - /z i "' IN IX -4-2X6 POST NEW WINDOWS IN EXIST. OPENINGS ��!, �� Wtre I 3 Q 1/2" L W/2 3/4x '1 LL PL //'%%` ;; TYP. THIS WALL 11 - �X1 4-2x6 POSTS W/ PAST P-ORG NEW 8' 30. COL 4 EC ,----- .,,,„, �_ CLAMPS TOP 4 -.T. IP A► NEW WINDOW IN WD RAILING AT EXIST. I/2 SPRAY FOAM 1` O NEW OPENING PORCH. ROOF, DEGK'G I ,.,.. 5(� ' O 0 EXIST.OM G % MECH RMWALLs AT CD iii DN AND STAIR TO REMAIN �O� L. S���`A ,�� 4 ,„ n 12'-6" Aim (3 FAA' / _ 09NEW WINDOW IN �, -r-8" \ • � , NEW EXIST. DR OPEN'G / f •; -`'�� MEDIA RO M .� 10'-8" — 3-i'-1J " 5' `„ °>>s�� REMOVE EXIST. WINDO j OFFICE GE / / v G 4 INFILL OPENING N. 1111 FIELD VERIFY // � -AFF.' s 0 / NEW CATHEDV NEIN IND RAL RAL GLG �� , -� W 12'-I10" A '-'*!2" PR JT NO: 1 !O A I = U 1405 DRAWN BY: x 01 �, NS Q �V i m ril1211 fl/' iii 1 ® >1 13 ,, NS / / _ a SATE: ;///// - OVEMBER 14 2014 K / 4 EXIST. 2X6 R.R r. / EXIST. 2X6 R.R % // Fl !". mi. pLAN , Y / I SISTER R.R. OVER 10' �' , s , SCALE: `+ m MEDIA CABINET > F ' (SEE ELEVATION) ;%i%% SCALE: 1/4" = 1' -0" 1/4" = 1' - 0" ' 9 1 ,r,/,/, SHEET TITLE: 2-I1' 1/8' VL HDR , 0 '.�`' �__�, W /// //� FIRST NEW WINDOWS IN NEW OPEN'GS FLOOR 4'-13" 3'-," "P-0)/2" PLAN I5'-3" / 16'-0" FIELD VERIFY SHEET NO: 12'-6" 2q'-II" 38'-0" 4'2" 2" 2" 4 2" �2" 2" 2" 18'-mss" 10'-5" ,— 12'-11!/2" i--� ,c,„,2"'-,c,„,2" „ ,..0y2” / t 4-O) 51-10" �, 51-10" y 6-q l'-II" 5.-5.. �� 51-1" *2" 4 4'-6" 3'-10" -I" '-6y2" 5'-�2" 5' 214/211 3'-10" 5' l 8j' LLI . >- NEW WINDOWS 14 NEV' OPEN'65 CZ 2-2x4 POST. TYPICAL AT THIS WALL 2-2x4 POST. CO TYP. 2-2X.. 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FL411% ,Q A �\ � aiiiaiaiirir�miiariiiirr.: airriaririi ■riiiaar�riiirarr�iiiriiiaiiwrrr��iiiiir 31 %m iiia rrrii till iiiiii iiiiii ilii iiiiay rireriiiiiiiirii ■/ ■■I '%j I■� =ry NEW RAILING % in r .... 0.r err r,, I■a ,MI■im Ng / mm.I.I1 A iv A X / NOTE: / III.■►�/•��I i■1 EZINN pE: T STAIR w ,_- PROVIDE HEATING EXIST. DBL R.R AT EACH SIDE i�\■�•��M_�l_rlg■:�.lL�L?�Jlr: HALL / �M' COOLING IN THIS AREA SIDE OF SKYLIGHTS TILE SHOWER ,' • I■Prt.eille *!�mcmi-annMiNI 31 23 ��„ 1 NE WWD FN. FRAMELESS GL r "' SliF4k'I 1111111,\' NEW WD FIN. FL I— =ry ENCLOSURE \ i I �. olimmmom _ 1/2" GYP BD ® Amminammi■_■■■■morin e \ 1 �'�,� 4. WALLS +E CEILING //'/�%// //.�% //f A /.�" / z/ Alm ore 4 0 �- \ \ IIIIIIIIIMIIMIIIIIII 4-2X4 POST B1 O O O Z r-i NEW WINDOWIN Q• M o I ( 1 EXIST. OPENINGS 4 __ ■- III •■ —r // /i%% /` �/%"° a TYP. THIS WALL J Q i Y n o • VERIFY WALL W ..-1• • F- a x 1 THICKNESS `42 `�2 `�2 W• v ui in 5' q'-3.. 8'-"1" 13'-5" / a N tr / -,�� 5 W• N = A / 14'-8" i- I38'-4" FIELD VERIFY (/) V)• . r:I 1 e 1 @,Q13 7 a OPE TO ----- ,__ 1 �G� T�F� '1~ \ IL X ST. 2X6 R.R ,./„. 1 I- CoNip) .r •.; 1 ,kN 1 G o ,, = ,,, ,,I,,,, ,,I ,, (( fir., I. / 1 Q z SCALE: 1/4" 1' _0•. ti. IIXL . , �_=~ K W ,/')'��''./X353- • k C 1 z N IL /7 / rD A; ,N4" L ,7,7",;(-- -- ►' / ,-, 9 I P OJEC� O: L _-- 1 0 _-_-_ l/ 1405 L- -- _!/������-.: - - :�������� - _� DRAWN BY: 2-q 1/2 LVL NS _ ,: . ; i v NS DATE: OVEMBER 14, 2014 E: 1/4" = 1' - 0" SHEET TITLE: SECOND FLOOR PLAN SHEET NO: II 1 I I II ( . A L 1 1 1 II t l 4 1 REMOVE EXIST. CHIMNEY > Q 1., 1 i I 1 I 1 AND PATCH ROOF AS v I I I I K ' EXIST. CHIMNEY REQUIRED1 1 I 1 I 1 [ I I I I 1 1 i I i I , I r I I Imo''-_' '`__I B 9 ....... 3:4�-tii,21.1=1_nr�lN3cr r.:-_-.t ON EXIST. ROOT' STRUCTURE E--ExI5-1_ v�R' SHINGLE RL'UF ' > ON EXIST. ROOF � WI >. simmimmismimii 1 � �� COEXIST. IX& FASCIA V♦ 0 z - W/ EXISTING ALUMZ GUTTER O NEW SKYLIGH NIx EIN EXIST.IEZBD TO QTOP OF EXIST. PLATES I- LU Nti SEE SECTION/DETAIL, d WEST ELEVATION FOR ADDITIONAL INFOCD 0 r >4441hilik , •••• . •a. -..r ..., Z."i.% al 11 < NEW WINDOWS IN EXIST. Q _l IM OPENINGS. TYP AT ALL WINDOWS ON THIS WALL ���� I� ._ .. �i . r 41 .111 �� W 5/4x4 WINDOW TRIM iimmiW _ ___ r n ` B1 OBOB BO TYP AT ALL WINDOWS 0,- - - - i .. . 3x.I r 06 1 limmimmi— CO II 4- Immiimmi—iiisi siminimmii—INNNN imeimimmi—mis —ice,-�w"`� �.+� EXIST. COVERED ENTRY mom ,--*, . XIST. GORNtR BD IN/NEW PANEL ABOVE DRS O lemiriumm _ ailli - TOP OF EXIST. SUBFL �itirL�A�►`1q.�.1•l•1 L REMOVE :��� TOP OF EXIST. PLATE _ =� = II' �1. �, •1..��� - - _— FAN PANEL 1 11"" Z `,,„/ `''q , j„,:;; ,'„..,/,‘% , :' ! ow el .�� II� - 0 11-1,11 NEW BACK PORCH \1 : : ,;�.'sFrt::. ' ■ ■ • . IllSEE NORTH FJ.EV. d mil 1 CO .U. Fv; ■ E .�. 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ROOF STRUCTURE — EXIST. 1X4 FA5CI� EXIST. 1R4 FASCIA c-S° vl ;v` )- ..► 3 t r� W/ EXISTING ALUM O '. GUTTER _ �^ GUTTER • G car` `P�5 �:I :�[7�.�1�s�.f.ir• xFRIEZE TO , .' i ,\,,,,r,-,h�y -MATCH EXIST. r�rp�r.I-I FXI ,T 0 , . I <'�`II A m x. !-- NEW CEDAR SHINGLES ON 3/4" 11 n`' "-';nom. k ; ..,/` ";?'\, i... PLYWD SHEATHING d BUILDING ,. 1' �>>3�331 y l6 NEW CEDAR SHINGLES ON 3/4 ,/N -INFILL EXIT. .>x PAPER - MATCH COURSING W/ PLYWD SHEATHING d BUILDING - x, ', ,?` OPCNINCj ^t\,.. 3-2X4 POST CASED IN / m EDF :fit _ x >: • �\. EXISTING / �_ .�.. 'i Z PAPER - MATCH COURSING W/ ,,,,/,,� _ _ _ I I , , I I <,�; MEI — CAP BUILT-UP PYRAMIDAL EXISTING " ' �, 11 _ —sNE5/4x4CORNERBOARDLz___ q) O _ - O � ;x. ".'\^ .y\-' EOJ ,, P E ;, \ O Q4*_NEV /4X4CORNER #ARD AP BUILT-UP PYRAMIDAL PROJE T NO: 1405 ./ I /12X4 TOP d BOT RAIL DRAWN BY: ii�� — - *-E NCH /4x4 CORNER — �!�+i II '7" WIRE ABLE RAILING t�ENI-I^ANDOWS 4 D BOARD£a tea= a 4" MAX SPACING NS - — — — — = - = . CHECKED BY: NS TOP OF PLATE,--**":„....-- -------- LATES AT THIS WEALL 5/4 X8 TRIM BOARD > TOP F BEAM NEWS/4X4 — COR1 R BOARDS -`_ - 1--` r �'° �,.,'�5__I tom' - 1 -- I I r, › ,. �,,,,( I DATE: f� } " \x':�x )r'„;.�`.�;.. ,,,n'' .^ rtzi-rs4NEEN NOVEMBER 14 2014 - \ _ ` „>„; . ti ,,,�,„„„X ' v' '`' yx -------- j / I \ '',141./'..f® �� ''''''',.':;,,N''''';''',:- �” � � ,, . ;�:.�\'�. SCALE: c r^' ;? SEE PEG 1/4" _ 1' 0" , �\ ��;��},''�,'yS'. \ 611 14' 4eP. ® ."x`' ;'`ri\\ '};1Y'V:: \ (,',, ; /:',.'.r','�y,: V 7 .C) O I O ®I > y <IDO:':ot''> (i) (1) 1 (1) O I I < ..n i ,,>,', ti SHEET `;`< TITLE: / ISE I I / x �X<` , ' x^t I -..•.� \SE_.SHT _ . ,\n�, . .,�.;\r..\A., %x:. 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CHIMNEY r i 1 I I I I I I II1 I AL 11111 , NEW 1imi VENTS TO . . MATCH EXIST. F - i ' I 0 _ I 12 F7:. Lk° EXIST. IX& RAKE ED -FNEW WINDOW IN ,,, Al NEW OPENING ^ ki INFILL EXIST. OPEN6 111.1.11111r AM\ AS REQUIRED- TIT. IA _ ,- INFILL EXIST. OPEN16 „,„,, +/- 11411111k C (0 0 z AS REQUIRED- TYP. >,>.„/ z,'), 9 Z Nr..1.4 SHINOIX SIDING 0 Z i 1 TOP OF EXIST. PLATE 5/4x4 TRIM • 2x4 IPE TOPICRAIL W/ CANTED TOP 2x4 IPE BOTTOM RAIL " SQ POST W/ - -1 — WIRE CABLE RAILING at 4" MAX SPACING < 11.405T CAP I ----/4------ CI A PROVIDE 2x2 IPE INTERMEDIATE SUPPORTS 51v, CI FOR WIRE RAILING NEW WINDOW IN 1 > - NZNI FR. DOR - wren 1 .1.,- EXIST. OPENING - I I rIXIED StDEL17.--> - < Lu NEN ,__ T 1- INFILL EXIST. OPEN'G A5 REQUIRED- TYP. CI) - - = --.‘ ----- 4=EXIS- 61131--SHINC.LE ROOF ON EXIST. ROOF' STRUCTURE > - 06 IDMASTER PECKING E3UIL- TO UNDERSID _ ININNEINNEmmiiMi OF DOOR SILL — IIIIIIMI .. \ INFILL EXIST. WINDOW / EXIST. FASCIA 4 &UTTER C01BEDROOM - P ROOF DECK A ir -.IDE WALLS TO UNDERSIDE _ NMI MIIIj NMI a OPENING Z 0 W ° II' 'OR-511±5-AND - . LiNc5-POSTS INFTH-RUBBER TOP OF EXIST. SUBFL NI_ yr _INI MEMB- •NE ROOFING --*VIDE FLASHING AS REQUIRED • TOP OF EXIST. PLATE EXIST. OVERHANG 4\ 0 1- • ,. -L.#' 'PIM ; - ECTIONS-- .0 -• ...aTOP OFEXIST. PLATE - Ill Z a) EXIST. SHINGLE ) imi.....11 L,:,://''''>:x/ 4" SIDING 1=f — 1 , ;?: ';: :;: < : ''''':::' << .>:!..M:,\<‘1 .,' . 1 I :s>, , ,: -Z\ ••< :,‘'.,,,, ** ,I ) ‘!,::>‘<> .":4•4:/1":1 I 0 < NEW WINDOWS IN PECKING P -SLEEPERS Oh RUBBER EXIST. CORNER 1517- _ -----. / L''','.''',,<.4 -,... cl.:' ',<,< `;',‘.. .',.‘,,:', \. :,,c' xn,.,,s FMEMBRA .= -a'OFIN6 ON (2) S 4" EXT GRADE . [,: "";,; „:: ,,, : , t I- _ NEW OPENING i7 •i= ' PLYWD-0 2 ,b-C.21-TAIITH is" P TCH . 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TOP OF DEGK1NG__\ _.1„ _ _ s - -NI ij 11 1 X VERSATEX BD I I _ it' , ;,‘,,,,,,,;,*. ,,:;.,,,-,<::,,:i BEAM BEYOND '''' ' ' '' • " DOOR n ) I\pso Illk Bar TOM C) EXIST GE 0 FRAME `-' IF CASED BEAM LATTICE PANEL IN LATTICE F1'ANEL IN 4._ <--EXIST. CONC. ELK FLN WIALL—> IX FRAMa ---EXIST. CONC. BLK FON WALL—> HEIGHT IX FRAME VIDE x VERSATEX CEILING PROVID AT 2) 1 1/4" LVL CASED L- iii [I: iii CONTINUOUS BEAD BOARD PANELING CONTINUOUS 16" SQ CONC. PIER ON LIVING VENTING VENTING IN/ 1141/ Ix VERSATEX E 8"D X 24" SQ FTG ROOM IN/ SCREEN TYP SCREEN TYP 1 el" SCREEN PANEL 1 I TYP. AT PORCH ____I PROVIDE" 1'77 lx5 4 lx6 SO COLUMN L -- I I I I :1— ------E5" COLUN I II CAPITAL BEYOND CASED IN/ lx , 1 VERSATEX PROVIDE S • UTH 't LEV A TIFik N III 1, I POST ANCHORS TOP 1 I I AND BOTTOM I I 1 4 EXIST. 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L..I ,.<, , . - I I <I: _ SHEET TITLE: I — — ON 5/4" L -N7-4 t$1.111-1:71N5tsAY=17 NORTH & , 7: N NEIN 5/4x4-CoRNER B9-4 1 -N._ ("-•01 riociprft, -5t 5t GTION i Ut-' Ot- EXIT. utSt-L SOUTH , 1 ' EXIST. SUBFL - — -‘, FM 1 - - • EI_EVATIONS : , : - EXIST, STUCCO , I. , , , .3<,;;: '>‹,.. , >A . , , , % • :,, . • • ExisT; srvoco.., " - ., ,,/, 5:,,, ,,,,02:•,‹•,:),.:1 I ormagger 1 i ' SCALE: 3/4" = 1' -0" MATCH POST DETAILS-AIL LATTICE P NEL IN \ -EXIST.( CONC. BLK FDN WALL--> <----EXIST. CONG. ELK FDN 104ALL AT SCREENED IN PORCHLATTICE PANEL IN I /1-- - LI IX FIRAME - II IX FRAME IIII E D NEW CEDAR SHINGLES ON 5/4" SHEET NO: PLYWD SHEATHING 4 BUILDING PAPER - MATCH COURSING A/ 9 * 9 EXISTING 0 : L I'i .;-' LEV rit.. TON 7 SCALE: 1/4" = 1' -0" I EXIST. WOOD SHINGLE ROOF 1\12 CXIST. 2X6 G.T CO 12 F+/- @48" OG : 0 ill >-. EXIST. ATTIC .0=1. 0 z ' liami4 EXIST. 2X8 R.R. , C:1 co 16" OC 6LLI EXIST. GYP. 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T-F O� / -71-21, / / 1,-2,, / t (0,' / 3'-3" 3'-3" / ASING AROUND POST ,'` , _ ;1-L � � FLAT-\T " QUARTER ' ASTRAGAL ROUND TRIM ) '?Z,,r r E r 7, i i A 1•__I 1, 2g 3'4"x7'I" 2@ 3'4"x7'I" 2@ 3'4"x7'I" i m PR•J-• NO.: 1405 ii\., —I I H //I Z t DRAWN BY: NS = t- SEC r' it -' a o DETAIL �i t4 `0 in / / 21'2° l J ; CHECKED BY: in N N =ry ASTRAGAL NS N NI - DATE: ► PREFAB SCREEN PANED NOVEMBER 14, 2014 iv 7s, SCREEN PANEL LET INTO SCALE: 11 / 11 ty • _ CASING AT COLUMN A5 3/8 . 1 -0 NE1N1 SG EEN F'ORG1-1 REQUIRED . -: \ SCREEN PANEL BUILT O BUILDING =N i- X =N CASING AT COLUMN A5 - SECTION REQUIRED , "F" in N (Ni in ‘ © [N N / ......-e , SHEET NO: . T [I 1 \ / \ / E N , ,,,,,,,, . G E coLumNY . , 1 1) 1 EN RGED FLO S. R SCALE: 3/8" = 1' -0" AL / -0 STRUGTURAL REVIEW E$( STEVE MARESGA, FE H 0 TEs 188-01 WEST MONTAUK HIGHWAY, HAMPTON SAYS, NY I I c446 PHONE 65I 128 (1480 SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS USE/OCCUPANCY "„ ` ,.,, 2 x 6 TIE ® EACH RAFTER IN VIEW OF STRAP. CLASSIFICATION DESIGN CRITERIA: ICE SHIELD UNDERLAYMENT SINGLE FAM I LY RES I DENT 1 AL REQUIRED - 24" FROM EDGE DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE HEIGHT PRESCRIPTIVE METHOD ALTERNATE POSITION OF " GROUND SNOW LOAD - 45 PSF. HURRICANE GLIP USE �� -O MAXIMUM SIMPSON HS FIRST LEVEL - 40 PSF. L.L. he AREAS - 40 PSF. L.L. QZ cc SIMPSON H2 HURRICANE BEDROOMS - 50 PSF. L.L. 0 CLIP NAILED. FROM I RAFTER TO STUD. - .oilio. FIRE AREA W -IND SPEED 120 MPH co Liti TYPICAL ALL RAFTERS 5 - 8d NAILS EACH END )) SEISMIC DESIGN CATEGORY - 15 RES I DENGE: Z W WEATHERING - SEVERE O0 W APA RATED PLYWOOD TO FROST LINE DEPTH - 56" EXTEND TO TOP OF TOP PROVIDE 8d COMMON '� PLATE. NAILS CD 'EXTERIOREDGE OF ALL TERMITE - MODERATE TO HEAVY < 01) SHEATHING. TYPE OF CONSTRUCTION DECAY - SLIGHT > Lt1 CONVENTIONAL LIGHT FRAME WOOD ICE SHIELD UNDERLAYMENT REQUIRED - YES O GONSTRUGTION . . ca Z GENERAL NOTES z I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY ACCORDANCE WITH THE NEW YORK STATE UNIFORM SHALL BE DESIGNED AND BUILT IN ACCORDANCE CO BUILDING CODE• , AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. ><- PLYWOOD SHEATHING CONSERVATION GORE AND LOCAL AUTHORITIES. O TO OVER LAP BOX 14. THIS STRUCTURE HAS BEEN DESIGNED IN ,4 BEAM - TOP + BOTTOM. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY mom MINIMUM 28 PAY STRENGTH or 3000 P5I CONSERVATION CODE. SIMPSON MST27 3 I I/2" WIDE - 20 GAGE 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL ~ • METAL STRAP 648" OC. LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. Q z 4 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL I . ELECTRICAL AND MECHANICAL COMPONENTS TO BE W DOUBLE TOP STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. 2 x 6 0I6" O.G. PLATE PARTITIONS, EXCEPT AS NOTED ON DRAWING. 0 STUDS � 17. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND COAT EPDXY PAINT. ALL FASTENERS TO BE ASTM • • FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. A-525 BOLTS, 5/4" DIAMETER. 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND WRAP + NAIL STRAP VERIFIED BY GONTRACTOR(5) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER AROUND SILL PLATE CONSTRUCTION AND ORDERING OF MATERIALS. THIS AND OWNER. • AT ANCHOR BOLT 4 - 8d NAILS FOUNDATION HAS BEEN DESIGNED FOR A SOIL 11. DO NOT BACKFILL AGAINST FOUNDATION WALLS x)( BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION 15 COMPLETE. SIMPSON MST27 I I/2" WIDE - 20 GAGE LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT ` METAL STRAP 048" OC. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL CONCRETE SLABS TO BE COMPACTED TO q5% AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR ' �� �;,�%������:• ►�_ NAIL SHEATHING TO SILL PLATE ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. 8d NAILS ® 4" o.c. RELATIVE DENSITY. ` :?4 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND 2 - ✓ REBAR !:•.•,::::!,-;.••:..c` 2 x 6 SILL PLATE 1. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE ON EACH LEVEL OF DWELLING AS REQUIRED BY SUPPORTED BY DOUBLE UPRIGHTS, q.0 FT AND OVER o� Z• •.•;fe'It;,.`- �' '�`�D' NEW YORK STATE BUILDING GORE. :' Y: BY TRIPLE UPRIGHTS. ALL HEADERS TO BE CO SEE FOUNDATION D . ••; :•�, ° MINIMUM OF 2-2x8 OR A5 SHOWN ON DRAWING. Tr -:. �` " 12" 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO FOR DESIGN. ::.,,,;;,�}..;. 5A8 x A.B. ®48 OG. M `i:+ .: :::;a: W✓FENDER WASHER. -� �• o Y r. .•.;;{;:;. 8. PROVIDE FIRESTOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT a o r, '''' `` i.; PENETRATIONSN ° M NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE W ..J• W Z - x q. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED 4 -1- a zw 1 n W, - N CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. wino . AND DECKS ETC.. 23. THE NYS CODES ALSO APPLY TO ACCESSORY w• N 0 HOLD DOWN + SHEAR CONNECTION 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. < I-• CRITICAL LOAD PATH II. ARCHITECT NOR ENGINEER IS NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD cn CO. SHALL COMPLY W/NYSSG CHAPTER #2304.1.p FOR THE INSPECTION OR SUPERVISION OF THIS CONSTRUCTION PROJECT. FEDERAL, STATE AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. mm A , ��- F �yr✓ y* /4)- L. STC�o NAILING SCHEDULE FRAMING NOTES ., � 11 TAKEN FROM 2001 EDITION WOOD FRAME CONSTRUCTION MANUAL, AMERICAN FOREST I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4" �1 _,A, , 4 PAPER ASSOCIATION DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR 0.c. EXTERIOR EDGES AND 6 d ( 12" 0.C. ,\ 071 i BETTER. c , c�D t. SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" �j / � � MIN. THICKNESS OR AS NOTED. RAFTER/TOP PLATE 3-Sd (TOE NAILED) W II. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING ►. O AND ATERPROOFING SHALL BE BY ARCHITECT. ! PROJEC NO: h 1405 0 (10 CEILING JOIST/TOP PLATE 3-8d (TOE NAILED) 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, ........................ " - a .. a CEILING JOIST/PARALLEL RAFTER 1-16d (FACE NAILED) EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE DRAWN BY: 111 CEILING JOIST LAPS OVER PARTITION -/-16d (FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE UT COLLAR TIE/RAFTER 2-Sd (ea. end 1-1/4" strop) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED BY: GABLE ROOFS BLOCKING/RAFTER 2-8d (TOE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE NS 0 SIO ° RIM BOARD/RAFTER 2-I6d (END NAILED) 4. ALL HEADERS 6'-O" AND OVER SHALL BE SUPPORTED CLIPS AT ALL PERIMETER JOIST TO GIRDER TOP PLATE/TOP PLATE 2-I6d (FACE NAILED) WITH DOUBLE UPRIGHTS, q'-O" AND OVER WITH CONNECTIONS. DATE: TOP PLATE AT INTERSECTIONS 4-I6d (FACED NAILED) TRIPLE UPRIGHTS. ALL HEADERS S SHALL BE A NOVEMBER 14, 2014 a • MINIMUM OF 2-2X8 OR AS SHO ON DRAWING. 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA h STUD/STUD 2-I6d (FACE NAILED) SCALE: HEADER/HEADER 16d (FACE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL NTS 111rTOP or BOTTOM PLATE/STUD 2-16d (END NAILED) AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND o o ® 8 -O O.G. MIN. PROVIDE 2 SPACE FOR AIR SHEET TITLE: to o T4s BOTTOM PLATE/FLOOR JOIST 2-I6d (FACE NAILED) HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED o JOIST/SILL, TOP PLATE or GIRDER 4-8d (TOE NAILED) CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB BRIDGING/JOIST 2-8d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BLOCKING/JOIST 2-8d (TOE NAILED) stairs etc. ) OR A5 NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE I 3/4" NOTES & GABLE ROOFS BLOCKING/SILL orTOP PLATE 3-I6d (TOE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR -\ o o Ion o X45 0 ,. DOUBLE UP PARTITIONS ORAA5 NOTED ON DRAWINGS ANDMING UNDER ALL POSTS PARALLEL DETAILS 10 < 0 �3o LEDGER STRIP/BEAM 3-I6d (FACE NAILED) PERIMETERS. HANDLING, STORAGE, AND ERECTION OF JOIST ON LEDGER/BEAM 3-8d (TOE NAILED) COMPONENTS SHALL BE AS PER MANUFACTURERS ' PROVIDE 8d COMMON NAILS"® 4' 0.C. BAND JOIST/JOIST 3-I6d (END NAILED) S. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. AT HIGH PRESSURE ZONE - 6 O.G. HIP ROOFS AT INTERIOR PORTIONS of RooF - TVP. BAND JOIST/SILL or TOP PLATE 2-I6d (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. lo° o X30 o PLYWOOD ROOF DECKING 8d ®4" O.G. EDGES, ®8" O.G. FIELD "TEGO" OR APPROVED EQUAL. 12" STRIP SHEATHING 8d (ONE/RAFTER) GALVANIZED MACHINE BOLTS ® O.G.. SHEET NO: PROVIDE 8d NAILS ® 4" O.G. AT PERIMETER INTERIOR PLYWOOD WALL SHEATHING 8d ®4" O.G. EDGES, @8" O.G. FIELD q. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. PORTIONS of PANELS IN HIGH PRESSURE ZONES. PLYWOOD SUBFLOOR DECKING 8d 66" O.G. EDGES, @12" O.G. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING 15 AN INSTRUMENT PREPARED TO NOTE : a = 4 FT. IN ALL CASES SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE COMPONENT AND CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. I 7 i 4