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I i40. dk\ Town of Southold 8/27/2015 P.O.Box 1179 c€t o r. 53095 Main Rd ti 'Of Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37741 Date: 8/27/2015 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 470 Inlet Way, Southold SCTM#: 473889 Sec/Block/Lot: 92.-1-8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore Med in this office dated 7/31/2013 pursuant to which Building Permit No. 38278 dated 8/23/2013 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: one family dwelling, including covered porch, roof deck and covered breezeway, as applied for per ZBA#6583, dated 9/20/12, and amended ZBA#6583, dated 5/16/13, and New York State Petition#2013-0122. The certificate is issued to Flaherty,Vincent&Flaherty,Eileen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38278 4/28/2015 PLUMBERS CERTIFICATION DATED 3/18/2015 Key' Rempe Plumbing Corp. Auto 21 ignat' e 8����11 FE I�Gp�� Town of Southold 8/27/2015 o P.O.Box 1179 cf, t 53095 Main Rd '' of - ads. Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37742 Date: 8/27/2015 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 470 Inlet Way, Southold SCTM#: 473889 Sec/Block/Lot: 92.4-8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/31/2013 pursuant to which Building Permit No. 38278 dated 8/23/2013 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: flood vents installed in foundation of existing 3 car garage with living space above as applied for per New York State Variance Petition#2013-0122 and ZBA#6583 amended 5/16/2013,which states no kitchen is permitted. The certificate is issued to Flaherty,Vincent&Flaherty,Eileen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Autho ; Si ature o�S�ai, TOWN OF SOUTHOLD . a� 3 BUILDING DEPARTMENT o d TOWN CLERK'S OFFICE o, N'¢ SOUTHOLD, NY w 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#: 38278 Date: 8/23/2013 Permission is hereby granted to: Flaherty, Vincent & Flaherty, Eileen 10 West St New York, NY 10004 To: construct Additions and Alterations to an existing dwelling per Trustees, DEC &ZBA #6583, with the condition there be no kitchen permitted in the accessory garage; flood permit included At premises located at: 470 Inlet Way, Southold SCTM # 473889 Sec/Block/Lot# 92.-1-8 Pursuant to application dated 7/31/2013 and approved by the Building Inspector. To expire on 2/22/2015. Fees: / SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,683,.20 CO -ADDITION TO DWELLING $50.00 Flood Permit $100.00 ACCESSORY $427.60 Total: $2,260.80 4 Building Inspector ocuid Form No.6 1. I) IV( TOWN OF SOUTHOLD I 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. &'///l3 New Construction: _ Old or Pre-existing Building: V (check one) Location of Property: RC Ud vl/� �©601 House No. Streetr / / Hamlet Owner or Owners of Property: &71,6e(4/ a44,1 V/v)ceed. Suffolk County Tax Map No 1000, Section _ 7o2. Block o/ Lot 0 61 Subdivision (.Ye1-4 6-6tCl2 A-(990,.9C' Filed Map. Lot: Permit No. 3 $017 g Date of Permit. 3-2 3^/3 Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: _ (check one) Fee Submitted: $ • it7/ /le • Applicant Signature if Town Hall Annex �'1 �® se, Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179G P �� Southold,NY 11971 0959 r` -4Z1 �� roger.richertic7i town.southold.ny.us ..4 C®UN�Y•,* �'. BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: V. Flaherty Address: 470 Inlet Way (1775 Cedar Point Drive) City: Southold St: New York Zip: 11971 Building Permit#: 38278 Section: 92 Block. 1 Lot: 8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-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 GAS Duplec Recpt 54 Ceiling Fixtures 10 HID Fixtures Service 3 ph Hot Water GFCI Recpt 9 Wall Fixtures 11 Smoke Detectors Main Panel NC Condenser Single Recpt Recessed Fixtures 56 CO Detectors Sub Panel NC Blower Range Recpt 50A Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 1-30A Emergency Fixtures Time Clocks Disconnect Switches 61 Twist Lock Exit Fixtures TVSS Other Equipment: 5- Exhaust Fans, 5 Paddle Fans, 3- ARC Fault Circuit Breakers Notes: ,a Inspector Signature: = w Date: April 28, 2015 Electrical 81 Compliance Form.xls • 0,410 solliA; Town Hall Annex ' • Telephone(631)765-1802 " 54375 Main Road ; - Fax(631)765-9502 P.O.Box 1179 � G Q.i - Southold,New York 11971-0959 % �•••' `��0, • OUNIV, BUILDING DEPARTMENT- TOWN OF SOU THOLD • CERTIFICATION • Date: _ / f . Building Permit No. 3 fir/ • Owner: 1 � (Pleaseerint) Plumber: ( AAP%)cktt ry1, Car • (Please print) I certify that the solder used in the water supply system contains less:than 2/10-of 1% ••V V lead. • (Plumbers Signature) " - - - Sworn to before me this ) 8 day of‘ii`iVO \ , 20 • e • Notary Public, C)I 17(i)?_..-- County - RUM V tisROW+i • N.• , Public,State of arei Yolk PIo. 4M712 Cuatfied€n Sulo t Count/ P•enuniesta Exea O.19, a9) -•)--170 ,,,, l'A,T-cf.,, WI/V.p # #i eo TOWN OF 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: i DATE /fr:- INSPECTOR 3e.) 7f---e- �,,,,,,, ,, Uly i;\ i* *) y&, od TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1 PELT 1 C N [ ] F DATION 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: -�� DATE I INSPECTOR ! 38)7 8 ----- ,,,,,,,,,,,,,,__ li a , �'C4UMy,0,,., TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUND N 1ST [ ] ROUGH PLUMBING 0IV— L ] FO DA [ ] INSULATION . bis RAMIN STRAPPING [ ] FINAL ' 4 [ ] FIREPLACE & EY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING ' REMARKS: - _ kc- , i) c S CI-A.) C.Vil (4- --t , , , . :Thi-h-q-tv C)&id X s 1 C.Li- 2 / l DATE l INSPECTOR mac:... -2D 1-7 ,,,,,,,,....._.._. ,„,,,,„,soll4,---., „,,it(ft*,:i 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUND TION 1ST [ ] ROUGH PLUMBING [ ] F NDATIO ► [ ] INSULATION [ ” FRAMING STRAPPING [ ] FINAL [ ] FIREPLACE &. ' [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: -i -A , /r DATE / ( INSPECTOR ' v'' 1-1 ',,'''*pF SO(/r�;- r '3ST 2-.7 62?1---- 4,f 4 s; 's-N li TOWN' OF SOUTHOLD BUILDING DEPT. 765-1802 IN SPECT 10 N [ ] FOUNDATION 1ST [ .] ROU PLUMBING [ ] 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 ,G REMARKS: 4I -d' 4---(D LA 17\ . 4 -C/Z..- th R.,7 . v DATE INSPECTOR - " i 1 34L--78 '',,�o4('- SOUT6pl a . 0 '' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECON ' [ ] FOUND TION 1ST [ ROUGH PLUMBING [ ] F NDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL z [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ], CAULKING REMARKS: ici-4-7,14 CZ _f / , 7 cc.,--a_ ! / ii, DATE C INSPECTOR / V ,„,,„,,,„.._ souryolo,: . o ,0' TOWN OF.SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R GH 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: Or DATE ;/_2- /1 INSPECTOR 1'���OSO ��OF (/r�olo`` * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 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: DATE INSPECTOR .5i7-4:1=-) 382-76'3,2 ,,,,,,,,,,,,,,,,, ��'p` ofSOpTyo! "s$ eir 00/ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INS TION [ ] FRAMING / STRAPPING [ INAL [a ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) I EL ICAL (FINAL) [ ] CODE VIOLA [ ] CAULKI REMARKS: it)(Q ke-CeS1 DATE '� - INSPECTOR tull FIELD INSPECTION RE?OR'T DATE ' . , • .V4Z ,c9--(-- --62___— 7.j-il•e-ir:— 71"; 411-0,- 04 / Jit ?OUND�i ON(1ST) Al. ' i F.ri. 7 �- - ... % -; ___t 4 J47/ r Aii0Q * /J• • FOUNDATION(2ND) 4 iv -�! i ,.., � r/ . i' , p eiv---- -t 7,4 , . , .L... 4..,,-..,k,..a.;......it • e ._.. ." O G e 40.161 J � j f �' c .fes C//' � �� ( ` • ROUGH FRAMING& ( ;/( /•- / .. e ��.pdrv� GA J • ii:///y c52/.. „ ps, .....4/ ..... 6_,.„:„,/, . 1 7/6, y/0,;,--jieco ort . c)---; , Al Ill INSULATION PEP.N.Y. 0/ ,47-6 ., C H STATE ENERGY CODE 1 c, r ,, i . c - ' 1 r FINAL , , • .b S-- i., -ge-i.ce pc.dtilit_, rY, I)Q4A (f . 1'-or# 7 ,- •)" lr A rve_c \i I .e-c 6 ! r ADDMONAL COMMENTS / cll . ' 7J To ' , ( QK)i-o-e-6 6 o —"k A/c art - - (/vI V er . . • `mil ' a te r 6A ) ', a J\ A l ''' Irl I`.,-4. ►& c`1 11� rs . C . 1(t/s • ..s14.. 7t,-1 , . • • � o , . . , . • . 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)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. 3$Q 7 Check Septic Form ® E C EAV E � N.Y.S.D.E.C. Trustees // 1I22 Flood Permit Examined b,20 U JUL Storm-Water Assessment Form BIN ),©I ,20 13 BLDG DEPT. o Mail to: Disapproved a/c TOWN OF SOUTHOLD Phone: Expiration Q,1?•(p,20 1.5 Building Inspector APPLICATION FOR BUILDING PERMIT Date Jeel-Y <3� ,20 /3 INSTRUCTIONS \ia.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. Tlirotal (Signature of applicant or name,if a corporation) 25435 4/ ) o', CQ74444 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder j1 � Name of owner of premises !.C/ °g e dera® * (As on the tax roll or latest deed) t` If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done:® �� A-)2 ,! ' .� House Number • . .Street Hamlet County Tax Map No. 1000 Section / Block ®/ Lot 0 Subdivision Filed Map.No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposej.construction: a. Existing use and occupancy A 4 E 47/z.v b. Intended use and occupancy ,;g /Q, cs-%/c)aa. , ijZ4(7Lr 3. Nature of work(check which applicable):New Building Addition � Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 3 Do/Dee Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units f Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any:Front 1°7 Rear ?2 / Depth 6 2 Height Number of Stories Z i i Dimensions of sae structure with alterations or additions: Front 47 Rear 92 Depth (n Zt Height , Z7 ' Number of Stories °2. 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 3 C� Rear 2�7 f Depth 44-'0 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 2� 12. Does proposed construction violate any zoning law, ordinance or regulation?YES )s NO 13. Will lot be re-graded?YES NOG Will excess fill be removed from premises?YES NOiC 14.Names of Owner of premises Address /044757 47 Phone No. Name of Architect 634-iwefi L p S'T � ddress z5-z3,5 4 60 2DPhone No 7-3f- .6i,05 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQ D. b. Is this property within 300 feet of a tidal wetland? * YES? NO * IF YES, D.E.C:, ] I „IyTS•,MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? * YES NO,( * IF YES,PROVIDE A COPY. STATE OF NEW YORK) S: COUNTY OF 7©i/'/ Sj��� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the ,L//� ...07S�--1 (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� 11 '2 q `J v�day of 20 11114/......AL,A..,� �s<_% � e o° ew York Notary Pus is No. 01816042467 Signature of Applicant Qualified in Suffolk County Commission Expires May 30, ,`I 4 UBOARD OF SOUTHOLD TOWN TRUSTEES I P. '. SOUTHOLD,NEW YORK ,,4 I ' I PERMIT NO..8343 DATE:DECEMBER 11,2013 it- ISSUED iTO:i EILEEN&VINCENT J.,FLAHERTY , . r� I. PROPERTY,-.• ,• / .10 ADDRESS: 470 INLET WAY,SOUTHOLD Ii SCTM#92-1-8 ., • ._. . • AuTHORIZATIO..,. N , 4 , . , . . Pursuant to the provisions of Chapter 275 of the Town Cade attic Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on becember 11,2013, 11.-. ' and inconsideration of application fee in the sum of S 5000 paid by SSmugl&Steelman Architects and i" � Il. .�' subject to the Terms and Conditions as stated iiuifie l�isolutidn,the$otrth6ld Town Boatil'of Trustees 1 + authorizes Ail permits tf he ollowing: =r /i Wet nd Permit to construct an addition to an existing residence with 1 renovations and reconstruct♦iacn of porhons'of the existing residence wi l an adtption of : ` • a subsurface drainage system for rain water runoff for the residence aridi.the existing i`, drjyely,ay; witlt,t) le condition,to gtablish and subsequent �tt m intain, 15' Nide non- 0 i' ' turf buffer along the landward edge of wetlands; and as depicted,ot},th�e sitg,pI n l J. ' • ` prepared by Samuels & Steelman Architects,last dated November 14,2013,and '. stamped approved On December 11,2013. I }" I''<'IN WITNESS WHEREOF,'-the said Board lof Trustees h'eteby causes itsCorporate Seal-to be affixed, 1 and these presents1to be subscribediby,a majority Of the said Board as of this'date,•I,- ,i i' . I . ee}1.41 • �, ,..•.,0�43 "bi t'+�, - $ob Gho ':io. Jr. Q ae John Bredem er— Nay 'i l ` �® y®f �� Michael' J-: 'Domino— Nay 1 i - •I i / . � q • t V - . V ~-- V __ v ;-_--_- ------. V - . , 07/14/2015 09:47 6317346407 SAMUELS&STEELMAN PAGE 02/02 M7/13/2E15 11.:20 6317656641 SDUTf-FOLD TRUSTEES PAGE 01101 / ? S004, 0-- M, Bredemeyer Hi,President 1111 64375 t'j_ Town all Annex Michael J. Domino,Vice-President "P : r37a ML4irt Road James F,King, Trustee P.O. Box x1.79 wr• at Sou ..1,d,New York /.1971-0959 Dave Bergen,Trustee w Q� ��' Charl,cRJ. Sanders,Trustee frMarl i•" �' o eph2 ¢( 9�3T.a�765;189 "Ifral)-70U641 ,00 Oi BOAR�, OT OF OP TRUSTEES TOW/sr OW/s SO J'I OL,! I r.�CERTIFICATE OF COMPLIANCE �i 1 4C Date: June 19,201 TSS CERT011.:S that the Construction ofan addition to_existing residence g►h ovations d oonnstructio orEions o ._existine Imsidencc w' a additio' a sub 4•face drai a_e s stun.fo .c.:+ water zu V _ .•r the res'dence and t.e existin:, d.M' a wit the conditia to estabiisl�and subsequett#y maintain a ],5' widen, on_turfbuffer Vona the Iandward ed ee of the wet/, ds, At Iota Southold Suffolk County Tax Map#92-1-8 Conforms to the application for a Trustees Perritt heretofore filed in this office Dated Navpmber lziaQU pursuant to which Trustees Wetland Permit#834 Dated eectriber i 1 2013.was issued,and conforms to all of the requirements and conditions of the applicable pr-o isious of law. The project for which this certificate is being issued is for the construction of at : •!Won to ex'st: .• :idence wi renova;l.zs and re • . ction porhehe a tistir ie� dice with ars addition of a subsurfaceauaage sys �... t _for rain water Lunoff for the regkime and thssztitElnith the condition to egtablish and mbskauently maahtin a 15' wid, I1on-turfbuff n the la d erd ed a the wet a , .-The certificate is issued to glk.EEN&V r✓ J. y AHERTY,owner of the aforesaid property. P- 4Pv'' ' '4` ' Authorized Signature eigia NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility,DEC ID 1-4738-00628 LIT �J der the Environmental Conservation Law (EtL) - 'ermittee i 1 Facility Information Permit,Issued To: Facility: VINCENT FLAHERTY FLAHERTY PROPERTY 10 WEST ST APT 23G 470 INLET WAY ISCTM1000-92-1-8 NEW YORK, NY 10004 ' SOUTHOLD, NY 11971 (212) 786-0890 Facility Application Contact: SAMUELS & STEELMAN ARCHITECTS 25235 MAIN RD CUTCHOGUE,NY 11935 (631) 734-6405 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 719.2 NYTM-N: 4545.3 Latitude: 41°01'46.0" Longitude: 72°23'33.3" Project Location: 470 Inlet Way, Southold Authorized Activity: Renovate the existing single family dwelling and construct two-new additions, a covered entry, and a porch roof. Install ten (10) drywells. All work shall be performed in accordance with the plans,prepared by Thomas C. Samuels last revised on 4/3/12, and stamped "NYSDEC APPROVED" on 5/23/.12. Permit Aut`h orizations Tidal Wetlands - Under Article 25 Permit ID 1-4738-00628/00032 New Permit Effective gate: 5/23/2012 Expiration Date: 5/22/2017 NYS t EC Approval i:.y acceptance of this permit, the permittee agrees that the permit is contingent upon strict ' conaplia ce with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator: JOHN A WIELAND, Deputy Regional Permit Administrator Address: NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOKI50 CIRCLE RD STONY BROOK, NY 11790 -3409 Authorized Signature: \\._, 1 `�' Date 62T3 / 1-a - Page 1 of 6 gift I NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-00628 *1st-thatgon List SAMUELS & STEELMAN ARCHITECTS ,Habitat-TW Environmental Permits errnit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS, NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following. Permits: TIDAL WETLANDS 1. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation(grasses, etc.) immediately following project completion'or prior to permit expiration, whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season, then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 2. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee ' and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 3. :''ost Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 4. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Thomas C. Samuels last revised on 4/3/12, and stamped "NYSDEC APPROVED" on 5/23/12. 5. Storage of Equipment, Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 50 linear feet from the tidal wetland boundary. Page 2 of 6 brie NEW YORK STATE DEPARTMENT •F ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-00628 6. Erosion Control Measures A row of staked straw bales or approvable erosion control devices shall be placed as per the NYSDEC-approved plan, prior to commencement of any regulated activities and remain in place and in good, functional condition until the project is completed and all disturbed areas are stabilized with vegetation. 7. Maintain Erosion Controls All erosion control devices shall be maintained in good and functional condition until the project has been completed and the area has been stabilized. 8. Concrete Leachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State, nor shall-washings from ready-mixed concrete trucks, mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be'used. Wet concrete shall not be poured to displace water within the forms. 9. Runoff Directed to Upland Drywells Roof and driveway runoff shall be directed to drywells installed as per the approved plan for immediate on-site recharge. 10. !triveway/Parking Area of Pervious Material Driveway and parking areas shall be constructed of NYSDEC-approved pervious materials. 11. Direct Runoff Away froth Tidal Wetland and luffer Roads, driveways, and parking areas shall be graded to direct runoff away from tidal wetlands and protected buffer areas. 12. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales [silt curtains (or other NYSDEC approved devices)placed on the seaward side between the fill and the wetland or protected'buffer area. Tarps are authorized to supplement these approved methods. 13. No IIAisturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 14. No Constructio Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area (upland) and removed to an approved upland area for disposal. No debris is permitted in'wetlands and/or protected buffer areas. 15. State Not Liable for amage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. Page 3 of 6 L , mime NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-00628 16. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable,obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such extent and in such time and manner as the Depaitaient of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 17. State May Require Site Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Depai lucent of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 18. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings,paints, concrete, leachate or any other environmentally deleterious materials associated with the project. GENE"•' :..L C$N IITF•NS - Apply to ALL Authorized Permits: • 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is ' subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 03,01' and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and leterminations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. Page 4 of 6 Alk.e1 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Nzsarr Facility DEC ID 1-4738-00628 3. Applications For Permit Renewals, Modifications or Transfers The permittee must submit a 'separate written application to the Depai tment for pemiit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOKI50 CIRCLE RD STONY BROOK,NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications,`Suspensions and Revocations by the Eltepartment The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include:- a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. Page 5 of 6 Ibt Y NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-00628 NI,TIFICATION SIP tTHER PERMITTEE ,S LIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The,permittee, excepting state or federal agencies,expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims,'suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under,federal or state laws. Item Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Page 6 of 6 A 2 4. The petitioner has stated that the lowest finished floor in the main portion of the house is located at 6.3 feet in elevation, meeting current FEMA requirements without the freeboard. 5. Because this will constitute a substantial improvement, Section AJ601.5 of the Residential Code of New York State will require that the building comply with Section R324. 6. Section 324.1.3.3 of the Residential Code of New York State requires a freeboard of two feet above the base flood elevation. Along with the required six foot elevation, the two foot freeboard would require that the lowest floor elevation be set at eight feet NAVD '88. 7. Building to the designated FEMA flood elevation without adding the additional two feet of freeboard does not normally disqualify a building from obtaining flood insurance. 8. The Petitioner has estimated the total cost to satisfy the additional two feet of freeboard would be approximately$140,000, not including landscaping, and would create an excessive and unreasonable economic burden. However, no cost estimates have been submitted with the variance application. 9. In testimony, the petitioner has stated that the approximate cost of the proposed alteration is$500,000. The$140,000 cost to raise the building represents 28 percent of the alteration cost. 10. Section 324.2.2 of the Residential Code of New York State would permit a garage to be located below the design flood elevation with properly designated and located flood vents. CONCLUSIONS OF LAW Board finds that strict compliance with the provisions of the Uniform Fire Prevention and Building Code would entail practical difficulties or unnecessary hardship, and would create an excessive and unreasonable economic burden, and the granting of this variance will not substantially adversely affect the Uniform Code's provisions for health, safety, and security. DETERMINATION WHEREFORE IT IS DETERMINED that the application for a variance from 19 NYCRR, Part 1220 of the 2010 Residential Code of New York State, Section AJ601.5, be and is hereby PROPOSED TO BE GRANTED with the following conditions: 1. In all other aspects, the alterations will be in compliance with the Uniform Code. 2. That the proposal for flood venting in the garage be installed. ^i, • _ £PLV Y7 STATE OF NEW YORK DEPARTMENT OF'STATE ONE COMMERCE PLAZA ANDREW M. CUOMO 99 WASHINGTON AVENUE CESAR A. PERALES GOVERNOR ALBANY, NY 12231-0001 SECRETARY OF STATE SOUTHERN REGION— BOARD OF REVIEW In the Matter of the Petition of: DECISION Eileen and Vincent Flaherty For a Variance to the New York State Uniform Fire Prevention and Building Code PETITION NO. 2013-0122 Upon the application Eileen and Vincent Flaherty, filed pursuant to 19 NYCRR 1205 on April 3, 2013, and upon taking testimony and hearing argument thereon at a duly noticed hearing before the Southern Region— Board of Review held at the Perry B. Duryea Jr. State Office Building, 250 Veterans Memorial Highway, Hauppauge, New York, on April 11, 2013, and upon all other papers in this matter, the Board makes the following determination . NATURE OF GRIEVANCE AND RELIEF SOUGHT The nature of the grievance and relief sought, the petition pertains to substantial alterations to an existing one-family dwelling, two stories in height, approximately 4,685 square feet in area, located at 470 Inlet Way Southold, Town of Southold, County of Suffolk, State of New York. The,petitioner is seeking relief from: 19 NYCRR, Part 1220 of the 2010 Residential Code of New York State, Section AJ601.5,which requires that in flood hazard areas, alterations that constitute substantial improvement shall require that the building comply with R324 and Section R324.1.3.3, which requires that a freeboard of two feet be added where the design flood elevation or other elevation requirements are specified. [The petitioner requests relief that no freeboard be added where the design flood elevation requirements are specified ] FINDINGS OF FACT 1. That the building that is the subject of this petition is properly classified as a one-family dwelling of Type VB construction, and currently three stories in height, approximately 4,685 square feet in gross area. 2 The dwelling is mostly constructed in a FEMA designated X Zone, with approximately one-half of the garage located in an AE Zone, with a base flood elevation of 6 feet, NAVD 88. 3. ' The owner proposes to do alterations to the dwelling which would constitute a substantial improvement. This includes removing the arf illegally existing third story. WWW.DOS NY GOV • E-MAIL.INFO@DOS NY.GOV - I VLI LIV1I IMV LV I J-IJ ILL Page 2 4. The petitioner has stated that the lowest finished floor in the main portion of the house is located at 6.3 feet in elevation, meeting current FEMA requirements without the freeboard. • 5. Because this will constitute a substantial improvement, Section AJ601.5 of the Residential Code of New , York State will require that the building comply with Section R324. 6. ' Section 324.1.3.3 of the Residential Code of New York State requires a freeboard of two feet above the base flood elevation. Along with the required six foot elevation, the two foot freeboard would require that the lowest floor elevation be set at eight-feet NAVD '88. .7. Building to the designated FEMA flood elevation without adding the additional two feet of freeboard does not normally disqualify a building from obtaining flood insurance. 8. , The Petitioner has estimated the total cost to satisfy the additional two feet of freeboard would be approximately$140,600, not including landscaping, and would create an excessive and unreasonable economic burden. 'However, no cost estimates have been submitted with the variance application 9. In testimony, the petitioner has stated that the approximate cost of the proposed-alteration is $500;000. - The$140,000 cost to raise the building represents 28 percent of the alteration cost 10 Section 324.2.2 of the Residential Code of New York State would permit a garage to be located below the design flood elevation,with properly designated and located flood vents CONCLUSIONS OF LAW Board finds that strict compliance with the provisions of the Uniform Fire Prevention and Building Code would entail practical difficulties or unnecessary hardship, and would create an excessive and unreasonable economic burden, and the granting of this variance will not substantially adversely affect the Uniform Code's provisions for health, safety; and security. ' DETERMINATION ' ' WHEREFORE IT IS DETERMINED that the application for a variance from 19 NYCRR, Part 1220 of the 2010 Residential Code of New York State, Section AJ601.5, be and is hereby PROPOSED TO BE GRANTED • with the following conditions- ' 1. In•all other aspects, the alterations'will be in compliance with the Uniform Code , 2. That the proposal for flood venting in the garage be installed. 1 I.LILIVII IYV. LV I ILL Page 3, Furthermore, it should be noted that the decision of the Board is limited to the specific building and application before it; as contained within the petition, and should not be interpreted to give implied approval of any ;general plans or specifications presented in support of this application. Chairman Richard Magee and members, Robert Peterson, Pey-Lin Nee and Jothy Narendran all concur. n So ordered. _ Southern Region — Board of Review By: Richard Magee, C Girman Date: Sit git 5 EFG:efg J ' NYS DEPARTMENT OF STATE ' DIVISION OF CODE ENFORCEMENT AND ADMINISTRATION Variance Attest List Petition No: 2013-0122 The persons below are advised to TAKE NOTICE of the attached document. The attached document pertains to a petition for relief related to code requirements. If there are any questions, call(518)474-4073 and ask for the Variance Unit. Please refer to the petition number in all related conversations or correspondence with us. MICHAEL•VERITY TOWN OF SOUTHOLD BLDG DEPT • 53095 MAIN ROAD PO BOX 1179 SOUTHOLD, NY 11971 EILEEN AND VINCENT FLAHERTY 10 WEST STREET NEW YORK, NY 10004 THOMAS SAMUELS i SAMUELS& STEELMAN ARCHITECTS 25235 MAIN ROAD CUTCHOGUE, NY 11935 03/25/2013 Page 1 of 1 BOARD MEMBERS i,�" ""'—• _ Southold Town Hall Leslie Kanes Weisman,Chairperson i'•� ®F S0(/l4 53095 Main Road m P.O.Box 1179 0 j ' t' Southold,NY 31971-0959 James Dinizio,Jr. r c 1m, ` Office Location: Gerard P.Gochringer u, ` fkgh ' Town Annex/First Floor,Capital One Bank _ George Horning . yon�1� 54375 Main Road(at Youngs Avenue) Ken Schneider `�OI�C� � '�i��� Southold,NY 11971 _ , ,, h ttp://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809 a Fax(631)765-9064 FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF SEPTEMBER 20,2012 ZBA FILE: 6583 NAME OF APPLICANT:Vincent and Eileen Flaherty SCTM: 1000-92-1-8 PROPERTY LOCATION: 470 Inlet Way(adj.to Fairhaven Inlet,The Inlet and Little Peconic Bay), Southold,NY SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23. and the Suffolk County Department of Planning issued its reply dated July 17,2012 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268;Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated July 24, 2012. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSIS I'bNT with the LWRP. PROPERTY FACTS/DESCRIPTION: The Applicants' property is an irregularly shaped 1.15 acre waterfront parcel in the R-40 Zone. The northerly lot line measures+/-410 feet adjacent to the ROW named Inlet Way, and to the waters of Fairhaven Inlet. The easterly lot line measures+/- 173.58 feet, and is partly bulk headed adjacent to Fairhaven Inlet. The southerly lot line measures +/- 441.17 feet, and has a wooden bulkhead along its entire length adjacent to Little Peconic Bay. The westerly lot line measures 38.56 feet adjacent to a short extension of Inlet Way. The property is improved with a single family dwelling, a semi-attached accessory garage,decks, and a swimming pool with deck, as shown, with proposed alterations'and additions, on the site plan survey drawn by Samuels& Steelman, Architects,dated June 25,2012, last revision dated Aug. 6,2012. BASIS OF APPLICATION:Request for Variances from Article XXII Code Section 280-116 and Article III Code Section 280-15 based on an application for building permit and the Building Inspector's April 30,2012 Notice of Disapproval concerning permit to construction additions and alterations to a single family dwelling,at: 1)proposed construction at less than the code required bulkhead setback of 75 feet,2)upon construction accessory garage will be located in other than the code required rear yard. RELIEF REQUESTED: The Applicants request a variance to renovate the existing dwelling located at a 16.1 feet setback from the bulkhead,whereas 75 feet is required by Town Code,and request another variance to locate an accessory garage in a side yard, by removing a breeze way that currently attaches the structure to the principal Page 2 of 3—September 20,2012 ZBA File#6583-Flaherty CTM 1000-92-1-8 structure, when Town Code requires accessory structures to be located in a rear yard area, or in the case of waterfront property a front yard location,provided it meets the principal setback required in the zone district. ADDITIONAL INFORMATION: The Applicant has obtained a Town Board of Trustees permit for the proposed construction. The Trustees established a 15 foot non turf buffer adjacent to shoreline areas on the property. The Applicant's existing single family dwelling was built prior to the Town's adoption of its Zoning Code, and has a valid pre-existing CO. The garage currently has a valid CO as part of the principal dwelling,which becomes a nullity once the garage is detached from the principal dwelling. More specifically, once the garage is detached from the principle dwelling it becomes a non-conforming accessory structure, as opposed to being part of the , principal dwelling. The garage also contains habitable space on the second floor, which was permitted as part of the principal dwelling when the garage was attached to the principal dwelling, but is not permitted in an accessory garage once it becomes detached. The applicant's do not wish to apply for an accessory apartment in an accessory building due to the fact this is not their primary residence.The Applicants have submitted a written agreement with the Cedar Beach Park Association that "grants the Flaherty's an easement to maintain that portion of the garage that is shown on the aforesaid survey as encroaching upon Inlet Way." As a part of the proposed renovations, the Applicants will remove a 3rd floor tower currently existing on the principal structure. FINDINGS OF FACT/REASONS FOR BOARD ACTION: '1 he Zoning Board of Appeals held a public hearing on this application on August 2,2012,at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: I. Town Law$267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The existing principal building setbacks will remain, with no significant alteration of these setbacks created by the proposed construction. The attached garage was conforming when it was built, but actually became non-conforming under current Code due to changes in the Code relating to how it is physically attached to the principal structure. Whether attached or detached, a garage is a customary accessory structure in a residential Zone. The detached garage will remain at its exact location without any changes to the setbacks. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The principal structure has a pre-existing non-conforming set back from the bulkhead, therefore the proposed construction requires variance relief The proposed detached garage will be located in its existing side yard area,not in a Code required area,and therefore requires a variance to be detached from the Principal structure. 3. Town Law §267-b(3)(b)(3). The variance granted herein for the 16 feet bulkhead setback for the existing principal structure is mathematically substantial, representing +78% variance relief from the 75 feet required by Code. However, this dwelling has a pre-existing nonconforming status, and furthermore, can not feasibly be moved, or demolished and rebuilt in a Code conforming location. The variance granted for the garage in a side yard location is 100% variance relief from the Code required rear yard or front yard location for waterfront property. However,the detached garage will not be moved or enlarged, and will have basically the same footprint as it did when attached'to the principal structure. 4. Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and has ,shown the necessary drywells on the updated survey. 5. Town Law§267-b(3)(b)(5). The difficulty for the Applicant in regard to the proposed renovations to the principal structure has not been self-created,but is due to the pre-existing building setbacks established when it was • • Page 3 of 3—September 20,2012 ZBA Filet/6583-Flaherty CTM 1000-92-1-8 originally constructed prior to Zoning Code. The difficulty for the Applicant in regard to the proposed detaching of the garage has been self-created because the Applicant could conceivably choose to continue to keep the garage attached to the single family dwelling. 6. Town' Law $267-b. Grant of the requested relief is the minimum action necessary and adequate-enable the applicant to enjoy the benefit of alterations and additions to the principal structure, and the benefit of having an accessory garage rather than an attached garage,while preserving and protecting the character of the,neighborhood and the health',safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Horning, seconded by Member Dinizio, and duly carried,to GRANT, the variances as applied for, and shown on the survey drawn by Samuels & Steelman, Architects, dated June 25,2012, last revision dated Aug. 6,2012. CONDITIONS: 1. There will be no kitchen,bedrooms or livable space in the accessory garage. 2. Bathroom fixtures in the garage,will conform to those permitted by Town Code for an accessory structure. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or-survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. • • Vote of the Board Ayes Members Acting Chairperson Goehrznger, Dinizio, Horning Absent was Chairperson Weisman and Member Schneider This Resolution was duly adopted(3-0). /7. f erard P.Goehringer,Acti • Chairp; son Approved for filing l /2'/201. • ''RX DatelTime 0512212013 08:15 6317659064 P.001 • 05/22/2013 07:59 6317659064 ZONINGBDOFAPPEALS PAGE 01/04 BOARD MEMBERS d' = Southold Town Hail Q�SO�l Leslie Kanes Weisman,Chairperson I'/��� �� $3095 Main Road•P.O. I3ox 1179 t' A� Southold,NY 11971-0959 Eric Dances �; • � �ice�o�atiA1�: Gerard P.Goebrin er i cry ^ =� g � 4 �� Town Annex/First Floor,Capital One Bank George Homing '* � 54375 Main Road(at Youngs Avenue) Ken Schneider = COUN *4�i Southold,NY 11971 lnttp:llsouthold town.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 FINDINGS,D) LIBERATIONS AND DETERMINATION • MEETING OF MAY 16,2013 ZBA PiLE: 6583 AMENDED NAME OF APPLICANT:Vincent and Eileen Flaherty SCTM: 1000-92-1-8 PROPERTY LOCATION: 470 Inlet Way(adj.to Fairhaven Inlet,The Inlet and Little Peconic Bay),Southold,NY S13ORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in,this application and determines that this review falls under the Type 11 category of the State's List of Actions,without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its • reply dated July 17,2012 stating that this application is considered a matter for local determination as there appears to be no significant cotnnty-wide or inter-community impact. Ly,I P DET.BRMINATiON: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards.,The LWRP Coordinator issued a recommendation dated July 24, 201,2. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our rccomtinendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The Applicants' property is an irregularly shaped 1.15 acre waterfront parcel in the R-40 Zone The northerly lot line measures+/- 410 feet adjacent to the ROW named Inlet Way, and , to the waters of Fairhaven Inlet. The easterly lot line measures•/- 173.58 feet, and is partly bulk headed adjacent to Fairhaven Inlet. The southerly lot line measures +/- 441.17 ;feet, and has a'wooden bulkhead along its entire length adjacent to Little Peconic Bay. The westerly lot line measures 38.56 feet adjacent to a short extension of Inlet Way. The property is improved with a single family dwelling,a semi-attached accessory garage,decks,and a swimming pool with deck, as shown, with proposed alterations and additions, on the site plan survey drawn by Samuels&Steelman,Architects,dated June 25,2012.last revision dated Aug.6,20i 2. BASIS OF APPLICATION: Request for Variances from Article XXiI Code Section 280-116 and Article III Code Section 280-15 based on an application for building permit and the Building Inspector's April 30,2012 Notice of Disapproval concerning permit to constructs additions and alterations to a sin le family clwellina at. 1)proposed construction at less than the code required bulkhead setback of 7 -eet,2)upon construction accessory garage will e located in other than the code required rear yard. RELIEF REQUESTED: The Applicants request a variance to renovate the existing dwelling located at a 16.1 feet setback from the bulkhead,whereas 75 feet is required by Town Code,and request another variance to locate an accessory garage in a side yard,by removing a breeze way that currently attaches the structure to the principal 'RX DatelTime 05/22/2013 08:15 6317659064 P.002 05/22/2013 07:59 6317659064 ZONINGBDOFAPPEALS PAGE 02/04 Page 2 of4—Mnyl6,2013 Arnaldo(' 7-QA Filc#1583-Flaherty C I'M, 1000.92.18 structure, when Town Code requires accessory structures to be located in a rear yard area, or in the case of waterfront property a front yard location,provided it meets the principal setback required in the zone district. ADDITIONAL INFORMATION: The Applicant has obtained a Town Board of Trustees permit for the proposed construction. The Trustees established a 15 fool non turf buffer adjacent to shoreline areas on the property. The Applicant's existing single family dwelling was built prior to the Town's adoption of its Zoning Code,and has a valid pre-existing CO. The garage currently has a valid CO as part of the principal dwelling, which becomes a nullity once the garage is detached from the principal dwelling. More specifically, once-the garage is detached from the principle dwelling it becomes a non-conforming accessory structure, as opposed to being part of the principal dwelling. The garage also contains habitable space on the second floor, which was permitted as part of the principal dwelling when the garage was attached to the principal dwelling. but is not permitted in an accessory garage once it becomes detached. The applicant's do not wish-to apply for an accessory apartment in an accessory building due to the fact this is not their primary residence.The Applicants have submitted a written agreement with the Cedar Beach Park Association that "grants the Flaherty's ah easement to maintain that portion of the garage that is shown on the aforesaid survey as encroaching upon inlet Way." As a part of the proposed renovations,the Applicants will remove a 3"r floor tower currently existing on the principal structure. AMENDED INFORMATION: The Applicant applied to New York State: Department of State, Code Division for relief from the State required freeboard of two feet to be added to a building where the design flood elevation or other elevation requirements arc specified. On April 11, 2013, the applicant presented their case and received 'variance relief as requested providing that the applicant'install flood venting in the garage. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on August 2,2012,at which time written and oral evidence were presented. Based upon all testimony,documentation,personal mspeetion of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law$267-b(3)(4)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The existing principal building setbacks will remain.with no significant alteration of these setbacks created by the proposed construction. The attached garage was conforming when it was built, but actually became non-conforming under current Code due to changes in the Code relating to how it is physically attached to the principal structure. Whether attached or detached. a garage is a customary accessory structure in a residential Zone. The detached garage will remain at its exact location without any changes to the setbacks. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The principal structure has a pre-existing non-conforming set back from the bulkhead, therefore the proposed construction requires variance relief The proposed detached garage will be located in its existing side yard arca,not in a Code required area,and therefore requires a variance to be detached from the principal structure. 3 Town Law $267-b(3)(b)(3). The variance granted herein for the 16 feet bulkhead setback for the existing principal structure is mathematically substantial, representing +78% variance relief from the 75 feet required by Code. However, this dwelling has a pre-existing nonconforming status, and furthermore, can not feasibly be moved, or demolished and rebuilt in a Code conforming location. The variance granted for the garage in a side _ yard location is 100% variance relief from the Code required rear yard or front yard location for waterfront properly. However, the detached garage will not be moved or enlarged, and will have basically the same footprint as it did when attached to the principal structure. 4. Town Law 4267-b(3)(b)_(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood.The ' R};DatedTime 05/2212013 08:15 6317659064 P.003 05/22/2013 07:59 6317659064 ZONINGBDOFAPPEALS PAGE 03/04 Pap 3 ol'4—May 1 i,2013 Amended Z13A Pi006583-Flaherty C11M; 1000-92-1.8 applicant must comply With Chapter 236 of the 'Town's Storm Water Management Code and has shown the necessary drywells on the updated survey. 5. Town Law 4267-b(3)(b)(5). The difficulty for the Applicant in regard to the proposed renovations to the principal structure has not been self-created,but is due to the pre-existing building setbacks'established when it was originally constructed prior to Zoning Code. The difficulty for the Applicant in regard to the proposed detaching of the garage has been self-created because the Applicant could conceivably choose to continue to keep the garage attached to the single family dwelling. 6. Town Law §267-b. Grant of the requested relief is tho•minimum action necessary and adequate enable the applicant to enjoy the benefit of alterations and additions to the principal structure, and the benefit of having an accessory garage rather than an attached garage, while preserving and protecting the character of the neighborrod and the health,safety and welfare of the community. RESOLUTION OF THE BOARD; in considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Horning, seconded by Member Dinizio, and duly carried,to GRANT, the variances as applied for, and shown on the survey drawn by Samuels & Steelman, Architects, dated June 25,2012, last revision dated Aug.6,2012 subject to the following conditions: CONDITIONS 1 There will be no kitchen bedrooms or livable space in the accessory garage 2 Bathroom fixtures in-the garage will conform to those permitted by Town Code for an accessory structure AMENDED RESOLUTION OP THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-8, motion was offered by Member Weisman, Chairperson seconded by Member Goehringer,and duly carried,to REMOVE THE ORIGINAL CONDITIONS AND GRANT,the variances as applied for,and shown on the survey drawn by Samuels & Steelman, Architects, dated June 25, 2012, last revision dated Aug. 6, 2012 subject to the following condition: gON1MTION: • 1. There will be no kitchen permitted in the accessory garage. Thai the above conditions be written into the Building Inspector's Certificate of Occupancy. when issued. Any deviation from the.5701,6y,site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the 13arildang Department of a building permit. and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation,from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconfornntties under the zoning code. This action does not authorize or condone any current or future • use, ,cerback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de tnismnnis in nature for an alteration that does not increase the degree of nonconformity. 'ri)e,RX Date/Time 05122!2013 08:15 6317659064 P.004 05/22/2013 07:59 6317659064 ZONINGBDOFAPPEALS PAGE 04/04 Page 4 of 4• May 16,2013 Amended 2134 hile116583'.Fldherry CTM• 1000-92-1-8 Vote of die Board• Ayer Members Acting Chaupersnn Goehringer, nrnrmeo, Horning. Absent was, Chairperson Weisman and Mernher Schneider, This Resolution was duly adopted(3-0). AMENDED Vote of the Hoard: Ayes:Members Weisman(Chairperson), Gocbringer,Schneider, Horning. Member Dances abstained. This Resolution was drily adopted(44. Ivy ;402411 Leslie ICanes Weisman, Chairperson Approved for filirig3 / /2013 BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson /4 z, 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer Town Annex/First Floor,Capital One Bank George Horning - 54375 Main Road(at Youngs Avenue) Ken Schneider Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)7654809•Fax(631)765-9064 May 16, 2013 Patricia Moore, Esq. 51020 Main Road Southold, NY 11971 RE: Flaherty ZBA#6583—Amended Decision Dear Ms. Moore: The Zoning Board is in receipt of the transcript for the hearing on Flaherty before the Department of State,Code Division, Board of Review. The Zoning Board of Appeals voted at their Special Meeting on May 16, 2013,to amend their original decision#6583 based on the relief granted by the Department of State Board of Review in the hearing transcript of April 11,2013 where that Board granted relief from the code required two feet of freeboard and conditioned the existing attached garage by requiring the installation of flood venting. Since the existing garage will no longer be detached from the principal dwelling,as originally applied for, the amended decision reflects approval for the elimination of the two original conditions imposed requiring the removal of existing habitable space in the garage and the removal of the existing tub/shower from the existing bathroom,as required by code for accessory structures. Attached is a copy of the amended decision for your records,the original of which was filed with the Town Clerk regarding the above variance application. If you have any questions, please call the office. Si`nde Iy, j; 1,41(.4-1- fiLkbru-ou Leslie Kanes Weisman, Chairperson Zoning Board of Appeals Encl. Cc: Building Department Samuels &Steelman,Architects ...e4b ... _1/11 IL_ S A M U E L S & T October 15, 2013 RECEIVED Zoning Board of Appeals Town Hall Annex Southold, NY 11971 OCT 1 1 2013 , Re: Request for de minimus finding BOARD OF APPEALS ZBA file #6583 amended Flaherty Residence Attn: Leslie Kanes Weisman, Chairperson The above referenced variance was approved on 9/20/12 and amended 5/16/13 (enclosed). Thereafter, a building permit was granted on 8/23/13 (enclosed) and construction begun. See enclosed FOUNDATION PLAN, showing areas to remain and to be replaced with new masonry. In accordance with that permit, a portion of the existing house was demolished, at which point a more complete inspection of the existing foundation was possible (there is a very shallow crawl space). It was discovered that those existing footings intended to remain are shallower than current practice and code permit. In addition, some charring of existing framing was uncovered, presumably from a fire of several years ago. ' It is the interest of my client that the remainder of the existing foundation be removed, together with the pre-existing framing above it, and a new foundation and complete new frame be constructed. The existing attached accessory building would remain as is, linked to the principal structure by covered breezeway. This proposal was made to Chief Building Inspector, Mike Verity. He suggested that, since the project has a variance, it would be necessary to approach you and request a de minimus determination. For clarity, the variance granted involved the enlargement of a pre-existing, non-conforming (for setback to bulkhead) structure. Mike Verity also stated that, since the entire principal structure would be replaced, it would have to meet the requirements of FEMA and be lifted approximately 1'-8", resulting in a first floor elevation of 8'-0" above datum.As the building permit now stands the first floor is below the minimum flood elevation, per the Elevation Certificate (enclosed). If a de minimus determination is granted by the ZBA, and the building permit amended, the new construction would exactly match the size and layout of the existing. The structure would not get any larger, nor encroach any more upon setbacks. ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 Time is of the essence. Construction is underway, and it is imperative to pour the new foundation as soon as possible and enclose the structure before inclement weather sets in. If a de minimus determination is not granted, the owners intend to continue with the project as permitted; there is no time for a new hearing at the ZBA. We believe the permission to construct a new code compliant foundation together with a completely new frame, with the floor level above the minimum flood elevation, would be an improvement of the project and a benefit to all, and would not change the character of the neighborhood, nor have a negative impact in any way. Please consider this request and respond at your earliest convenience, Thank you so much for your assistance, 'FfumAittfoa r RECEIVED Tom Samuels OCT 1 1 2013 BOARD OF APPEALS �a — I 3 73 BOARD MEMBERS /,�� = Southold Town Hall Leslie Kanes Weisman,Chairperson ��••$*4 so(/T�,O 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Eric Dantes tt w" ; Office Location: Gerard P.Goehringer ; G •.J, : Q : � ,�� Town Annex/First Floor,Capital One Bank George Horning ' a0 t 54375 Main Road(at Youngs Avenue) �� Ken Schneider ?�yCOUNi`l .• Southold,NY 11971 e-a-'-'� http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809 •Fax(631)765-9064 October 18,2013 Tom Samuels Samuels& Steelman,Architects OECE11 \9 2 2523 5 Main Road V IS Cutchogue,NY 11935 CT 18 20 RE: De minimus request Flaherty ZB• •658 ® BLDG DEPT. Dear Mr. Samuels, TOWN OF SOUTHOLD I have reviewed your letter dated October 15, 2013 and the copy of the building permit, elevation certificate and foundation plan dated 7/29/13 that you submitted with your request for a de minimus determination in the above referenced ZBA determination. I presented your request to the members of the Board of Appeals at our Special Meeting on October 17, 2013. Since you do not propose any bulkhead setback changes to the variances granted in decision#6583,the Board has determined that your requested modification is de minimus in nature. This is because the location of the dwelling is in an AE8 flood zone and you are proposing only a 1 foot 8 inch change in the height to conform with FEMA regulations,thereby making the dwelling more conforming to current environmental standards while creating only a minor visual change from the originally proposed additions and alterations. The proposed new construction,after the demolition of the existing dwelling, may only involve a replacement in place and in kind as shown on the survey approved with the original decision dated 8/6/12 and the building plans in the file dated 6/25/12 labeled plans and elevations sheet 2.Also,no change in the existing footprint is permitted without another review. This de minimus determination is conditioned upon obtaining from the Board of Town Trustees an amended approval for new footings for the proposed new foundation. I will instruct the office to send a copy of this letter and a stamped approved copy of the building plan with your request to the Building Department so that you can apply for a building permit.If you have any questions,please call the office. Since XiimAksex Leslie Kanes Weisman Chairperson/Dept. Head 1111111/I,I,,,,, . 11 �I Scott A. Russell ,•�• o,c)5 �`rc�=_ James A. Richter, R:A: SUPERVISORco Michael M. Collins, P.E. SOUTHOLD TOWN HALL-P.O.Box 1179 . 0i l 53095 Main Road-SOUTHOLD,NEW YORK 11971 Telephone#: (631)-765-1560 . �.•� Fax#: (631)-765-9015 ' MICHAEL.COLLINS@TOWN.SOUTHOLD.NY.US '•.,-'1 * 1 ,.0 JAMIE.RICHTER@TOWN.SOUTHOLD.NY.US '••,,,,,,,1111 Office of the Engineer Town of Southold STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET ( TO BE COMPLETED BY THE APPLICANT ) TO: ENGINEERING DEPARTMENT PLEASE ATTACH THE FOLLOWING DOCUMENTS or INFORMATION: FROM: BUILDING DEPARTMENT 0 Copy of completed Application for Building Permit DATE: ?`6 - 13 o Stormwater Management Control Plan APPLICANT. 1LA 4612-D( ❑ Completed Chapter 236 Stormwater S.C.T.M. #: IOW- 9 Z- I - 8 Review Checklist PROPERTY ADDRESS: ii qo P 11\11.-er WAY / Soo h 4 cit_® BRIEF PROJECT DESCRIPTION• P eAk-2 1,1ATi 0 ea S ADD)Ti ON 5 73 Ev ST)hi-67 RE,crosN)ce, tu/ Flew DR/swell c a . FO' 0 . RING DEPARTMENT USE ONLY **** firReviewed B . / •� � ' Date: ��' 3 / pprov•d. ❑ ° e i itlonal Information Require& C C )a _mws , 1 1\, p,UG 2 3 f A BLDG OF SOUTHOLD s ;0E04U, ,DATE: ' 13 ,eP4. CHAPTER 236 APPLICANT: '' 1.4st f.r f Stormwater Review Checklist11)0_ 92. yP sy, PHYSICAL ADDRESS: F witiaz Stormwater Management Control Plan Requirements Yes No NA If No or NA, Please Provide Additional Information 1. Plan drawn to scale of not less than 60 feet to the inch showing: a. location and description of property boundaries b. total site acreage X c. existing and natural and man-made features on and within 500 feet of the site bound. as re•uired in§236-17 C 2 . d. test hole data indicating soil characteristics and the depth to water e. proposed limits of clearing and the total area of proposed land X 'l disturbance .- 4 f. existing and proposed contours of the site(minimum 2' interval) X __ g. location of all existing and proposed structures,roads, driveways, sidewalks, drainage improvements and utilities h. spot grade and finished floor elevations for existing and proposed structures i. location of the swimming pool discharge ring j. location of proposed soil stockpile area(s) k. location of the proposed construction entrance/staging areas X e , DR LueLtJa 1. location of the proposed concrete washout area m. location of all proposed erosion and sediment control measures 2. Plan includes calculations showing that the stormwater improvements are sized to capture, store and infiltrate on-site the runoff from all impervious surfaces generated by a two-inch rainfall 3. Detail drawings(required for plan approval)provided for: X _ __ a. erosion and sediment controls b. construction entrance c. inlet structures(e.g. catch basins,trench drains, etc.) d. leaching structures(e.g. infiltration basins, swales,etc.) REVISED 7/24/2013 Nr t' ;,_osur ---%., Chapter 236 For Department Use Only: ( l S.C.T.M.#: Pro ertess: (/ __o _It w 2' 1/l.i'�f ----.."4/044,062,�; Stormwater Review Checklist 1000 OF District Section Block Lot QQU/ REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: i YES i NO i N.A.i Explanation for NO or N.A. Plan Sheet (Does the SWPPP Adequately Provide for and/or Indicate the Following:) Location(pg.#) 1. Drainage Calculations&Stormwater BMPs Designed to contain a Two Inch Rainfall On-Site I, r7 r-I 2. Construction Phasing Plan Indicating Sequence of Proposed Construction Activities 1`= 0 i _ 3. General Location Map i► r-1 7—I1 4 Draiange Site Plan Drawn to Scale at SixtyS60)feet to the Inch or larger indicating the Following_i�� = CI r a. Location and Description of Property Boundaries, j® 0 i=r b. Site Acreage,_ a Cal 0 0 L c All Existing Natural and/or Man Made Features on and within 50'of the Property Boundary; 1;71 r--1 1-11 d. Test Hole Data Indicating Soil Characteristics&Depth to Seasonal High Water Table, i LJ 0 Di e Contours Indicating Property Elevations(Min.2'), ji ] 0 i=n f. Spot Grade&Finish Floor Elevations for Existing and Proposed Structures; I L = i=ii_ i_ g Location of Wooded Areas&Isolated Trees with a Minimum Dimension of 18"Diameter, i i I —I r- _ 5. Background Information about the Scope of the Project, Location&Description of the Site, i c5Zi 0 0 Proposed Changes to the Site and All Existing Development on the site Includingthe Following 1 1 a All Improvements Including Total Argapf Lalid Disturbarice2,To al Site Area,. iii1= 1 0 0L _ b All Excavation, Filling,Stripping&Grading Proposed and Identified as to depth,Volumei 0 0 & Nature of Materials Involved, c All Areas Requiring Clearingand/or Grubbing,_ ; 0 =ii- d All Areas Where Topsoil is to be Removed,Stockpiled and where Topsoil will ultimately I= 0 n be placed; L e. All Temporary&Permanent Vegetation to be Placed on Site, i MLR r-1 1-71 f All Temporary&Permanent Stormwater Runoff BMP Control Measures Proposed, i r i D g The Anticipated Pattern of Surface Drainage During Periods of Peak Runoff; i —II r i r h .The Location of all Roads, Driveways,Sidewalks,Patios,Structures,Utilities&Other Improvements, Including Temporary Access&Construction Staging Areas; I0 = I TFie Existing&Final Contours and or Spot Elevations of the site I En 0 0 6 A&Schedule r the Sequence Co ro for the Installation of All Planned Soil Erosion,Sedimentation I[�'� 1 ,, - �;l ��, � I. &Stormwater Runoff Control Measures. j' \ �� ,,., > _ �"�" F ! 7 Description of Pollution Prevention Measures that will be Implemented J 0 EJL 8 A Description of the Minimum Erosion&Sediment Control Practices to be Installed and/or Implemented for Each Construction Activity that will result in Soil Disturbance. 9. Description of Construction&Waste materials Expected to be Stored On-Site I 0 0i 10. Temporary&Permanent Soil Stabilization Plan that meets the Current Version of the New York State Stormwater Design Manual Technical Standard. I1:4 = =1 11 General Site Plan and Construction Drawings for the Pro�ct i I kI 0 1- 12 Dimensions,Material Specifications&Installation Details for Al Erosion&Sediment Control Practices. i I1 r-1 1-I1 13 Temporary Practices that will be Converted to Permanent control Measures j I-1 I—I[ 14 Implementation Schedule for Staging Temporary Erosion Control Practice or BMP a L.,4 I= = 1. - - 15. Maintenance Schedule to Ensure Continuous&Effective Operation of Erosion& I I Sediment Control Practices. I I=i 16 Names of Potential Surface Waters of the State of New York and/or MS4 that may be i P<l r-1 r1 Impacted by Development u I' L 17 Delineation of Stormwater Control Plan Implementation Responsibilities for Each part of the Project Construction Site 17 0 =i 18. All other Existing Data that Describes Stormwater Runoff and/or Natural Drainage Swales i 0 Q Stormwater Review Checklist 07-13 , /\' „/$1 ,��o�0 Tyolo * ; Town Hall Annex t � Telephone(631)765-1802 F 54375 Main Road c/, •, '• • i (631)765..5Q2 ► roc)er.richert town.sou olla.nv.us P.O.Box 1179 % � Q � Southold,NY 11971-0959 O 'er YO'r�� lycOUttt`I-V.,'' -- i BUTIDING DEPARTMENT TOWN OF SOUTHOLD .. APPLICATION FOR ELECTRICAL INSPECTION • REQUESTED BY: Date: 4////ice Company Name: G 0 S r c__ . • Name: A. LJ,4 IL& ( L.-C—cz • License No.: S'7c .6 • Address: PD, aoPC a-1 5-7 .SDc)7 04-Di W7 / !P7/ ! ” Phone No.: S'! 4. zyd' /6 . JOBSITE INFORMATION: (*Indicates required information) • *Name: V. Fah " *Address: /7j3"" G i9✓t- "T.. ?4n/€., s®vim„ 0 4,1› . *Cross Street: L_49/ ,. . Dig t1,E *Phone No.: • l'31 r' 8 / - 7s07 Permit No.: 32 7ff . Tax-Map District: • 1000 • Section: Ot _ Block: 1 Lot:___ _6e._ - *BRIEF DESCRIPTION OF WORK(Please Print Clearly) • L.(1/0o�_ 1, J • % D/.a✓14 AJ - C (s 7?'VG a0�,e_r4E�) (Please Circle All That Apply) *Is job ready for inspection: • aggi NO Rough In Final *Do-you need a Temp Certificate: . YES " 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 VP (5 l C,.r(5- c,72 il CGt/ t-i . ,- i eV 0- eo - tlifrd - • .82-Request for Inspection Form 0€L L(r" 2</ 1 �� , 1 2z-s ,.k MAY-16,-2012 13:35 FROM:PECONICSURYEY 6317651797 TO:7346407 P.1/2 U.s.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE LOMB No. 1660-0008 Expires March 31,2012 Federal Emergency Management Agency National Flood lnsuranoe Program Important: Read the instructions on pages 1-9. SECTION A.PROPERTY INFORMATION For Insurance Company Use Ai. Building Owner's Name MR.VINCENT FLAHERTY 'Policy Number A2. Building Street Address(including Apt,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No, Company NAiC Number ; ' 470 INLET WAY - City SOUTHOLD State NY ZIP Code 11971 — A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) 1000-92-01-00 A4 Building Use(e.g.,Residential,Non.Residential,Addition,Accessory,etc.)Bl [ilw. A5, Latitude/Longltude:Let, f G OIMIN 48-4= Long.72DEG 233MIN 318E0 Horizontal Datum: In NAD 1927 R: NAD 1983 AS. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood Insurance. AT. Building Diagram Number 5 AB. For a building with a crawispace 9r Onciosure(s): A9. For a building with an attached garage: a) Square footage of crawispace or enclosure(s) 1r sq ft a) Square footage of attached garage _ sq ft b) No.of permanent flood openings in the crawispace or b) No.of permanent flood openings in the attached garage enclosure(s)within 1.0 foot above adjartynl grade within 1.0 foot above adjacent grade c) Total net area of flood openings in AB,b — sq In o) Total net area of flood openings In A9.b sq in d) Engineered flood openings? ❑ Yes No d) Engineered flood openings? ❑ Vas 1:1 No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name 23.State . SOUTHOLD,TOWN OF 360813 SUFFOLK NEW YORK X94.Map/Panet Number ' -. B8,Suffix 56.FIRM index 137.FIRM Panel 178.Flood 09.Base Flood Elevation(s)(Zone 8310300189 H Date Effective/Revised Date Zone(s) AO,use base flood depth) ' 9/25/09 X,1 B10. Indicate the sourog of the Base Flood Elevation(EWE)data or base flood depth entered In Item f10_ 0 Fl$Profile Et FIRM CI Community Determined 0 Other(Describe) BI 1. Indicate elevation datum used for SFE in Item 89: 0 NGVD 1929 ® NAVD 1988 0 Other(Describe) 1312. Is the building located in a Coastal Barrier Resources System(CDf S)area or Otherwise Protected Area(CPA)? 0 Yes !1 No Designation Date 0 CBRS 1:1 OPA SECTION C. BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings' 0 Puliding Under Construction" ►Z. Finished Construction *A new Elevation Certificate will be required when_oonsttuctfon of the building is complete. 02. Elevations*,Zones A1-A30,AE,AH,A(with OFE),VE,V1-V30,V(with BFE),AR,AR/A,ARAE,AR/A1-A30,AR/AH,AR/A0_ Complete Items C2_e-h below according to the building diagram specified in Item Al. Use the same datum as the BPE. Benchmark Utili d Vertical Datum' NAVD 88 Conversio 0. ti. ants .. . . - - - -- - ' 'Check the measurement used ,. • bottom floor(including basement,crawlspace,or enclosure floor)2.2 121 feet 0 meters(Puerto Rico only) ,oetr Top of the next higher floor 12 ►:t feet ❑meters(Puerto Rico only) c) Bottom of the lowest horizontal structural member(V Zones only) 0 feet 0 meters'(Puerto Rico only) , 6c, ted) Attached garage(top of slab) __ 0 feet 0 meters(Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building §.. i23 feet in meters(Puerto Rico only) (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 4.§ Et feet 0 meters(Puerto Rico only) g) Highest adjacent(finished)grade next to building(HAG) ,¢.2 10 feet II meters(Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs,including ^ 0 feet 0 meters(Puerto Rico only) .� structural support ... �;-. - SECTION Q-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION { OF NEts, This certification la to be signed ani a led by a land surveyor,engineer,or architect authorized by law to certify elevation �` .0'."' "•,,... information. i oar*that the irrtbrntaNen on this Ceriitrcate repunsonts my best efforts to interpret the data ava/lablo,l ,,�Zr ' "' `. ' ,y'N 1` understand that any false statement may be punishable by fine orimprisonment under 181.1.S.Code,Section 1001.El „S 1.;:s.V. Check here if comments are provided on back of form. Were latitude and longitude In Section A provided by a , .4 ' .,. ",_j .A, ..' ° licensed land surveyor? 0 Yes ❑ No T'w . Certifiers Name JOHN T METZGER ,--11,15•;; r', ' j " t ' License Number'�4981t! y ,1-` Title LICENSED SURVEYOR 'Company Name PECONIC SURVEYORS PC - "+,t i x _ }.„ Rb. s6''t`_x 't_ Addrees 1230 TRAVELER STREET City SOUTHOLD State NY ZIP Code 11971 ' ,...,,,,r,"'�ryN ' Signature ieie,' Date 03128/2012 Telephone 831.765.5020 ' / 'J _..- -... .-- -_ -_.:. - - MAY-16-2012 13:35 FROM:PECONICSURYEY 6317651797 TO:7346407 P.2'2 IMPORTAPVI: In those spaces,copy the cerroaponding information from Section A. For insurance Company Use: Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.Q.Route and Box No. Policy Number 470 INLET WAY City SOUTHOLD State NY ZIP Code 11971 Company NM 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 03/28/2012 ' Is Check hero If attachments SECTION E-DUiLDiNG ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT SFE) For Zones AO and A(without SFE),complete Items E1-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. El. 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,crawlopace,or enclosure)is 0 feet 0 meters 0 above or 0 below the HAG, b)Top of bottom floor(including basement,crawispaco,or enclosure)is ,-�_ 0 feet ❑meters ❑above or 0 below the LAG. E2. For Building Diagrams 8-9 with permanent flood openings provided In Section A Items 8 and/or 9(see ages 8-9 of instructions),the next higher floor (elevation C2.b in the diagrams)of the building is ❑feet 0 meters 0 above or 10 below the HAG_ E3. Attached garage(top of slab)Is 0 feet 0 meters 0 above or 0 below the HAG. Fel. Top of platform of machinery and/or equipment servicing the building is Q feet [❑meters ❑above or❑below the HAG. E5. Zone AO only: it no flood depth number is available,is the top of the bottom floor elevated In accordance with the community's floodplain management ordinance? 0 Yes ❑ No 0 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-complatea Seotkties A,fa,and•E for Zane A(without a FEMA-issued or community-issued BFE) or Zone AO must sign here. The statements In Sections A.B,and E ere coned to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address ".City State ZiP Code Signature Pate Telephone - Comments 0 Check here if ettachmen% SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who Is authorized by law or ordinance to administer the community's floodplain management ordinance-con complete Sections A,B,C-(0-1E), and 0 of this Elevation Certificate. Complete the applicable item(a)and sign below. Check the measurement used in Items GO and G9. G1.0 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.) G2.0 A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued SPE)or Zone AO. G3.U The following Information(items G4.09)is provided for community floodplain management purposes. G4.Permit Number G5- Date Permit issued Gra. Date Certificate Of Compliance/occupancy.Issued m 07. This permit has been issued for; 0 Now Construction 0 Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of tho building:• 0 feet 0 meters(PR)Datum 09. BFE or(In Zone AO)depth of flooding at the building site: - ❑feet 0 meters(PR)Datum G10.Community's design flood elevation ❑feet 0 meters(PR)Datum Local Official's Name Title Community Name — Telephone Signature Date Comments - - • FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31,2002 ELEVATION CERTIFICATE Important: Read the instrurkons on pages 1-7. SECTION A-FRbPER1Y OWNER INFORMATION For lrrsurarrceCompany Use BUILDING OWNERS NAME Po6 y Number EILEEN FLAHERTY BUILDING STREET ADDRESS(Including Apt.,Ung,Sui e,and(or Bldg.No.)OR P.O.ROUTE AND BOX NO. Company NAIC Number INLET WAY CITY STATE ZIP CODE SOUTHOLD NY 11971 PROPERTY DESCRIPTION(Lot and Blodc Nrarrbers,Tax Parcel Number, Description,etc.) 1000-92-01-08 BUILDING USE(e.g.,Residential,Mon-residential,Addition,Accessory,etc. Use a Comments area,ti necessary.) RESIDENTIAL LATITUDE/LONGITUDE(OPTIONAL) HORIZONTAL DATUM SOURCE 0 GPS(Type)•_ (IMP-AV-##.##" or ###NMMr) 0 NAD 1927 0 NAD 1983 0 USG$Quad Map 0 Other: SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION . 131.NFPCOMMUNITY NAA€&COMNtiRN TY NUMBER B2 COUNTY NAME B3.STATE SOUTHOLD,TOWNCF380813 SUFFOLK NY B4.MAP AND PANEL B5.SUFFIX B7.F6iMPA1a B9.BASE ROOD ELEVATIONS) NUMBER 136.FIRM INDEXIaATE EFFECIVEIREVISED DATE ::.FLOODZONE(S) (ZoneAO,use depth Mooring) 36103C0169 G MAY4,1998 AE EL8 B10.Indrae the source of the Base Rood Betatron(BFE)data or base Hood depth entered in 69. 0 FIS Profile ®FIRM 0 Community Determined 0 Other(Describe): B11.In ate the elevation datum used for the BFE in B9 El NGVD 1929 0 NAVD 1988 0 Other(Desaibe): E C EI V E® B12.1s the tx ng located in a Coastal Bader Resources System pm)areaorOthe Protected Area(OPA)? 0 Yes ®No DesgrYti; D SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl.Busting eletra6ons ae based on:0 Con:411 3n Drams 0 Bulking Under Construction* ES Finished Construction U C T 1 1 2 013 *A neve Elevation CatEcatewil be required when construction Mile bating is compere. CZ Buffing Diagram Numbers(Select the twldungdiagram most similar to the t clbgforMichairsoweisbeicompleted-seepages8andr3 tfyAckienoF APPEALS =lately regiments the buldaig,provide a stcet h or photograph.) C3.Elevations—Zones A1-A30,AE,All,A(with BFE),VE,V1-V30,V(with BFE),AR,ARIA,ARAE,AR/A1-A30,AR/AH,AR/AO Complete Items C3.-&belowa>oonfing to the buldarg dagran specified in Item CZ Seethe datum used.If the datum is different from tine datum used for the BFE in Section B,convert the dawn to that used for the BEE Shot/field measurements old datum conwer5ion(*rlaft. Use the space provided arthe Comments area d Section Dor Section G,as appropriate„to document the datum eonwersion. Datum NGVD Canwasian/Canne nis ,,. . -< Elevation reference mark used Does the elevation reference made used appear on the FIRM? 0 Yes 10 No ..,..,•J oa)Top of bottom floor(inducin basannerntor e) 2,.Oft(rr>) ;.�:_ ,; t,� ° ''„;�:�."` ° 'i.` o b)Top ofnexthigher floor 6.31(m) ry...-\ /. o c)Borlandlowest horizon� member(V may) 1L(m) S es d 1 �- „`, '7 u,z o d)Attached gaage(top of slab) _ m 2 ' .: ) E 2 �j Jy Z- n A o e)Lowest elevaiondmachinery and/or equipment w`l $ ' -;.:.••=:-.:';.: '' s jservicing the buldng(Desanbein aCommentsaea) 6.3ft(m) E 2 ,;,, z,,o ' 3, ' ; . o f)E�stajjacent(nrshe gale(LAG) 4.61f(m) ` '� ;' Rur, �,z..u.� . .- o 9)Ithest adjacent(finished)gra (HAG) 6 314m) - t oh)Naof permanent cgdgs(Goodvents)v in1ftaboveaddgrade5 o?Total area dal permanent openings(flood vents)in CU sq.in.(sq.cm) SECTION 0-SURVEYOR,ENGINEER,OR ARCHITECT CERT (TION 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 in Sections A B,and Con this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S Code,Section 1001. CERTIFIERS NAME JOHN T.METZGER LICENSE NUMBER 49618 TITLE PRESIDENT COMPANY NAME PECONIC SURVEYORS,P.C. ADDRESS CRY STATE ZIP CODE P.O.BOX 909 SOUTHOLD NY 11971 SIGNATURE DATE TELEPHONE iii____ 0317/I05 (631)765.5020 FEMA Form 81-31,JUL 00 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS Building Photographs See Instructions for Item A6. For Insurance Company Use: Budding Street Address(induding Apt., Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No. Policy Number 470 INLET WAY City SOUTHOLD State NY ZIP Code 11971 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. ... 1.... uit4,,,,,,, , . 4„ ,„ ..,._ +`r It _ i. , „„„„„,„, ., ok It ION - • A y 4 03/28/2012 1:04 prn '� '44:4. - s: r ti . „."7000064er. .40010;00;00111e ' I e, 1 i ill 11 1 l .mow .d to ! i 1 031281 I •I, urn 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 470 INLET WAY City SOUTHOLD State NY ZIP Code 11971 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." 11111111 iimmilla'I loppowsurow."1"1"" AINIIIIIIIIIIIIIIIIIIIIIIIIIIr N, „wf rirr– - I,---,oppr i 411 1-11 11 41M-LF l iii L-,„,,_ ..., Pi! ins Ill ,, . ,f, i4V ". " X,. II * ' 0 4. :v.. l 1 .._. I ,=,...-.,..-,1.F .arrea i i '4 ' ,.. wL.1 -It, s r-r w..:,_ * 1 -...".,.....:4--7.._ -„4010 ,-, t, ' i"fn rt . t wa 4st " 03/28/2012 1:05 prn ' 1 r ' ; I "l U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION C TTE FEDERAL EMERGENCY MANAGEMENT AGENCY 1 L011B No. 1660-0008 National Flood Insurance Program Important: Read the inst ctnals12®15xpiration Date.July 31, 2015 SECTION A-PROPERTY INFORMATION j FOR INSURANCE COMPANY USE" Al Building Owner's Name VINCENT FLAHERTY -, 'Policy Number. A2 Building Street Address(including Apt,Unit,Suite,and/or Bldg No)or P 3- ideate-and=6mrNo 7 rpiany NAIC Number 1775 INLET WAY City SOUTHOLD State NY ZIP Code 11971 A3 Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) 1000-92-01-08 A4 Building Use(e g., Residential,Non-Residential,Addition,Accessory,etc.)RESIDENTIAL A5 Latitude/Longitude. Lat 41 DEG 01MIN 48.4SEC Long 72DEG 23MIN 30 9SEC 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) 1908 sq ft a) Square footage of attached garage _ sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s)within 1.0 foot above adjacent grade 2 within 1.0 foot above adjacent grade c) Total net area of flood openings in A8 b 82 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 Date B7.FIRM Panel B8 Flood B9 Base Flood Elevation(s)(Zone 36103C0169 H Effective/Revised Date Zone(s) AO, use base flood depth) 09/25/2009 AE&X 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 El Other/Source B11. Indicate elevation datum used for EFE in Item B9 ❑NGVD 1929 ® NAVD 1988 ❑ Other/Source• 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 A1-A30,AE,AH,A(with BFE),VE,V1-V30,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 A7 In Puerto Rico only,enter meters Benchmark Utilized. Vertical Datum. NAVD 88 Indicate elevation datum used for the elevations in items a)through h)below. 0 NGVD 1929 ® NAVD 1988 0 Other/Source' Datum used for building elevations must be the same as that used for the BFE Check the measurement used a)Top of bottom floor(including basement,crawlspace,or enclosure floor) 3 4 ®feet ❑ meters b)Top of the next higher floor 6 3 ®feet 0 meters c) Bottom of the lowest horizontal structural member(V Zones only) _— 111feet 111meters d)Attached garage(top of slab) -- 1=1feet I=1meters e) Lowest elevation of machinery or equipment servicing the building 5 2 ®feet ❑meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 4 6 ®feet ❑meters g) Highest adjacent(finished)grade next to building(HAG) 5.9 ®feet ❑meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 4 5 ®feet ❑meters SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION �0.° ;41V)- This certification is to be signed and sealed by a land surveyor,engineer, or architect authorized by law to certify elevation c' �°s'"+vIT��O`t il- information I certify that the information on this Certificate represents my best efforts to interpret the data available .a0\ W N I understand that any false statement maybe punishable by fine or imprisonment under 18 U.S Code, Section 1001 Q� ', 'P ® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a ;'- ' t sr„3 * ❑ Check here if attachments. licensed land surveyor? ® Yes ❑ No IM"k 1 t'-'41,:,„'., � 'me Certifier's Name JOHN T METZGER License Number 49618 c 41 '. 4':!f 44).461,0,3,,,t) 10- Title OWNER/PRESIDENT Company Name PECONIC SURVEYORS a . Address 1230 TRAVELER STREET City SOUTHOLD State NY ZIP Code 11971 --- Signature r 77/1, ,.,,_- Date 08/06/2015 Telephone 631765-5020 FEMA Form 086-0-33 (7/12) See reverse side for continuation Replaces all previous editions. ELEVATION CERTIFICATE, page 2 IMPORTANT: In these spaces,copy the corresponding information from Section A. -FOR INSURANGECOMPANY-USE- Building Street Address(including Apt, Unit,Suite,and/or Bldg No)or P O Route and Box No Policy,Number:<- 1775 INLET WAY City SOUTHOLD State NY ZIP Code 11971 CompanyNAIC 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 2e)WASHER&DRYER IN GARAGE,EL 5.2,FURNACE&AIR HANDLER ON FINISHED FLOOR OF HOUSE AT EL 6 3 Signature Date 08/06/2015 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 E1—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. El Provide elevation information fnr 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 0 feet ❑meters ❑above or❑ 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 0 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 best 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—G10 In Puerto Rico only,enter meters 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—G10)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 0 New Construction ❑Substantial Improvement G8 Elevation of as-built lowest floor(including basement)of the building 0 feet ❑meters Datum G9 BFE or(in Zone AO)depth of flooding at the building site ❑feet ❑meters Datum G10 Community's design flood elevation ❑feet ❑meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑Check here if attachments FEMA Form 086-0-33 (7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 3 Building Photographs See Instructions for Item A6. 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 0 Route and Box No Policy Number: 1775 INLET WAY City SOUTHOLD State NY ZIP Code 11971 Company NAIC Number: If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 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." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. z �a ,, s . fl 1 NIP it ux FEMA Form 086-0-33 (7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 4 Building Photographs Continuation Page 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 0 Route and Box No. Policy Number 1775 INLET WAY City SOUTHOLD State NY ZIP Code 11971 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." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. f �,/"' / . ,r` � w r __ r` _ i • 4 - , , I Y tA '» ; * � 7r�4i i a',1ti ool ' ,t t. V.-..."' `,?..'?';";...",--.”.1 .� fS ,,,,,,4.-;...,,'4-..;;;;-."--:v,,,,,,, ,-,....-,:,4-,..-,-,„,,Y ,, '• f c "` t. yae, , #f � x Al"! fir. a° ak8'mo "•, . a d �,,a =. 'P � s r ,a � P,t!> , e — .' '` °«if`<' �i: r a . • 1 FEMA Form 086-0-33 (7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 4 Building Photographs Continuation Page 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: 1775 INLET WAY City SOUTHOLD State NY ZIP Code 11971 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." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. I ,, Y efr\.... ' 1 n t` �'lR7R '' - a s, war Ms.al.� I l__:1 ,�... 4)1 111 _.• :. I� lfl 1 •il [e t 17.1.'7 Is.'a SI r. 4.3,4 • ". _ FEMA Form 086-0-33(7/12) Replaces all previous editions. 8/4/2015 3 r—.4 ) 8 IMG_0353.JPG i �GL i\e-r-Ita7 • 4`r N. �'e )tt.. • Al i t https://mail.google.com/ /scs/mail-static/ /jjs/k=gmail.main.en.bKemCUWfEow.O/m=m_i,t,it/am=PiMeAsz9e38Q6Vvy0Sx-osPf--901xc8-j_NmwCSvQL4v9n_.. 1/1 07/14/2015 09:47 6317346407 SAMUELS&STEELMAN PAGE 01/02 S A M U E L S & STEELMAN APC:WITEC ?5135 MAIN ROAD ‘;I,I7':Miht,1E,NI\+4 voAA I I9 J (63$)'344405 FAX 1U3/17344407 FAX COVER SHEET FAX# DATE: TO: Cru/LD/i(/ 4 / RE: T ,1 _ 11 #CE- l P. Dime_ 4dga2.c-1 DESCRIPTION: ct;e of CoCe.- COMMENTS: eta - & Pccher(zy ,. G J FROM: s '7 I' -A GL ' • Total # of pages including this cover sheet: C If you do not receive all of the pages, please call as soon as possible. PHONE 631-734-6405 FAX 631-734-6407 25235 MAIN ROAD, CUTCHOGUE, NEW YORK 11935 • s SURVEY OF PROPERTY N 0 AT CEDAR BEACH S7875•0o,�E � -" TOWN OF SO UTHOLD RW 25 (o .i SUFFOLK COUNTY, N. Y. io — �.. 1000-92-01-08 ^ N \ �, m SCALE: 1'=40' +� 2 \�� TL MC) R NOV. 22, 2004 ,50 , `�'N PQ ( ) .1kb tkv .••\ TIE LINES CA. Cao DRIVE r�Tm MAY 3, 2011 TIDAL WETLANDS LOCATION)iT Y 11�1 ��j6 �j.• ALONG MHWM C.5� P. Q' Z� EAST z ooc,�; o�% --A o •/' I N L coo°�G �,, o ZONE AE 6 \ z N a'� ' ` o O !s be• ��� 6� ••4. , ' , 6-':5‘0>o, S1. '4''. �� SEN �1NEPNG. � --\. jGAZEBO F 4yi IA S ��1.�NG' E BOCCI BALL COURT 0 4 - PI NOS GO i ar S1oN _ N �; n,P �P� .�, N. z Cr\ r' 4 N i — 00 E cr. ��" /. OF 110�1R Z M� •/ 1 Rp�p q FR. �— -4, cn 010'1( (t.26, /,.i i � GAR. Z.O FISH POND ' pN PP �t l ----GRAVEL 2i.3' . i .1...�.0, • ,, ' / N ...-___I... LOT 92 N6• �3p / 38.2' tkWOv moi. �9, •ArStb • ••• • / �O SC• A N88'00'00"E 1 90.00' 2 STY. FR. ZONE X w. � _ � HOUSE 6or: .g ,� RAI, _ DRIVEWAY / w (f.flr.N.s.3) 24.4' 00\' P kj� WOOD 27.6' �� X000 / ,BULKHEAD- �1NE / __ WOOD DECK f`OOD 1-014 1�j� i� MHWM. LOT 95 I - _- __I _ 0 • ZONE VE S N7672•18" ` LOT 94 LOT 93 114,55 W W TIE-04-_-- _ _ O 57 N7 14437 ' .C.0 C° 6�428„�/ 1/N` M .�1\ �b °) �` a::A 186 71. I y E GE OF TIDAL 14E BY SUFFOLK ENNRONMENTALT CoNSULL TING /A C. TED ��ti ON APRIL 26, 2011 4',4-:.iri,�,- 0 - SHORELINE AS PER FILED MAp L J + Note: Flood Zones from FIRM 36103C0169H Sept. 25, 2009 LITTLE PECONIC BAY _ '= '"`�" f.fir.elevations referenced to NGVD '.' 1 =WETLAND FLAG ii '- 119 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A NOLATION '% CONICS DRS, P.C. OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. LOT NUMBERS ARE REFERENCED TO "MAP OF (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS CEDAR BEACH PARK" FILED IN THE OFFICE OF THE P.O. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COP/ES BEAR THE IMPRESSED SEAL OF THE SURVEYOR AREA=1.1631 Acres to tie lines SUFFOLK COUNTY CLERK ON DEC. 20, 1927 AS 1230 TRAVELER STREET 97_329 WHOSE SIGNATURE APPEARS HEREON. MAP NO. 90 SOUTHOLD, N. Y. 11971 SURVEY OF PROPERTY N AT CEDAR BEACH S7875'00`E TOWN OF SOUTHOLD .,, 2<5 0O. 0 SUFFOLK COUNTY, N. Y. f,)_y4.-- `5 ' �c' - 1000-92-01-08 "'°D A _ SCALE: 1'=40' F'^^'t�l izz `T i Z Cs `� ,474. • CED NOV. 22, 2004 12-( t" ,yo �, '-1` 9n r AI,? POINT MAY 3, 2011 (TIDAL WETLANDS LOCATION) .� Oct TIE LINES A 17p o DRItrE j�T JAN. 23, 20/4 (foundation) �GJ6 GJPr' ALONG MHWM tot. N� c3 Y EA ST 2 \ .0 t421; '1.4"Z. * --•.31 L1 ��. ..11. a... � �9 � ,t 1N 40 oo°� ��,, o ZONE AE 6 j \ ss,, N '' , ;iel I �� vEN ��EPNG i i GAZEBO ��_ p,IRN SPS S��pNG. %/ i / as S•cONE BOCCI BALL COURT j N Nr �.. a o �� pP� �eN ..7- 0n oo a �� \....... Zo I. p1 1 0 FR• \ N `a �+ EpGe OkIL 26. 2 1 / .i 8 ' !- ,� GAR. _ O FlSH PONDrl Of' PPR X44" �, 1 p44 4, i / �RA VEL 21.3• .0 b •/...,00, - i / ,\ 10 LOT 92 cG • 6g•30 k WOOD `y / • N 50.7 I •io ,I DECK t^ 100'00"E ••./.•90.00' , e EXIST.= �(V N� �' FOUNDA4TION( U C ZONE X .�aA -?! "v " -\\ \ RAVEL .: DR I VEWA Y J T F UN. I 24.4' or-- ? :I �O _ ,O / �'-�— ./wo� BULKHEAD- ---______ 27.5• a �� 414zQQ QEG� –_ULKHEAD- ZEE v11E / --'MK( LOT 0 / -_ WOOD DECK X004 1 0.�5' ` ,:� =- 1 ZONE /E 8 "�-- ' r N767 ,, _ / LOTS ` LOT 93 x'55"W : j 218 W nE UNC 1 _ 0 sr ; i_,; JAN 2 8 2014 '. ' l at* �. MHwM. i 144.31 N76 4?6`W _ n p 1-----_ LINE 1 1867'' ~' • EDGE OF TIDAL WETL,gNOS AT M.H.W.I�I AS DELINEATED BY SUFFOLK ENVIRONMENTAL CONSUL TING INC. I Ci 11- ON APRIL 26, 2011 c p�E L r P�fI�, i -----_-- OWN ,�.±fr c:�! SHORELINE AS PER FILED MAP ------ ti ''�' Note: Flood Zones from FIRM 36103C0169H , �r • Sept. 25, 2009 LITTLE PECON/C BAY � , ` :. f.flr.elevotions referenced to NGVD r _ / 1 —WETLAND FLAG I' i�,'v' f4',--:/r-%% '' LIC. NO. 49618 'r ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION CONIC S � C - , P.C. OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. LOT NUMBERS ARE REFERENCED TO "MAP OF (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF CEDAR BEACH PARK" FILED IN THE OFFICE OF THE P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR AREA=1.1631 Acres to tie lines SUFFOLK COUNTY CLERK ON DEC. 20, 1927 AS 1230 TRAVELER STREET ry WHOSE SIGNATURE APPEARS HEREON. MAP NO. 90 SOUTHOLD, N. Y. 11971 9/—329 352.76' REScheck Software Version 4.4.4 Compliance Certificate Project Title: THE FLAHERTY RESIDENCE Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Singe-family Project Type: New Construction Conditioned Floor Area: 4,700 ft2 Glazing Area Percentage: 13% Heating Degree Days: 5750 Climate Zone: 4 Permit Date: Construction Site. Owner/Agent: Designer/Contractor. 470 Inlet Way Flaherty Samuels and Steelman Architects Southold,NY 11971 25235 Main Road Cutchogue,NY 11935 631-734-6405 Tom@SamuelsandSteelman.com Compliance: Passes using UA trade-off Compliance. 21.8%Better Than Code Maximum UA. 1122 Your UA.877 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 Cavity Cont. Glazing Assembly Area or or Door UA Perimeter R-Value R-Value U-Factor House Ceiling:Cathedral Ceiling 1,900 30.0 7 0 51 Garage Ceiling:Cathedral Ceiling 785 30.0 7.0 21 House Wall 1.Wood Frame, 16"o.c. 1,059 19 0 2.2 47 Window 1 Wood Frame:Double Pane 9 0.320 3 Window 2:Wood Frame:Double Pane 14 0.320 4 Window 3:Wood Frame:Double Pane 14 0.320 4 Window 4 Wood Frame:Double Pane 14 0.320 4 Window 5•Wood Frame:Double Pane 14 0.320 4 Window 6.Wood Frame:Double Pane 14 0.320 4 Window 7.Wood Frame:Double Pane 14 0.320 4 Window 8:Wood Frame:Double Pane 14 0.320 4 Window 9:Wood Frame:Double Pane 14 0.320 4 Window 10:Wood Frame:Double Pane 14 0.320 4 Project Title: THE FLAHERTY RESIDENCE Report date. 07/31/13 Data filename: \\SAMUELS-SERVER\office\Common autocad files\ACTIVE PROJECTS\Flaherty\ENERGY Page 1 of 4 CALCULATIONS\Flaherty Energy calc.rck Gross Cavity Cont. Glazing Assembly Area or or Door UA Perimeter R-Value R-Value U-Factor Window 11:Wood Frame:Double Pane 14 0.320 4 Window 12:Wood Frame:Double Pane 14 0.320 4 House Wall 2:Wood Frame, 16"o.c. 1,371 19.0 2.2 51 Window 13:Wood Frame:Single Pane 5 0.320 2 Window 14.Wood Frame:Double Pane 10 0.320 3 Window 15.Wood Frame:Double Pane 7 0.320 2 Window 16:Wood Frame:Double Pane 7 0.320 2 Window 17:Wood Frame:Double Pane 7 0.320 2 Window 18:Wood Frame:Double Pane 14 0.320 4 Window 19•Wood Frame:Double Pane 14 0.320 4 Window 20:Wood Frame:Double Pane 14 0.320 4 Window 21 Wood Frame:Double Pane 14 0.320 4 Window 22:Wood Frame:Double Pane 14 0.320 4 Window 23:Wood Frame:Double Pane 14 0.320 4 Door 3:Glass 80 0.320 26 Door 4.Glass 80 0.320 26 Door 5.Glass 80 0.320 26 Door 6.Solid 25 0.320 8 House Wall 3:Wood Frame, 16"o.c. 1,059 19.0 2.2 47 Window 24 Wood Frame:Double Pane 14 0.320 4 Window 25.Wood Frame:Double Pane 14 0.320 4 Window 26.Wood Frame:Single Pane 4 0.320 1 Window 27:Wood Frame:Double Pane 14 0.320 4 Window 28:Wood Frame:Double Pane 14 0.320 4 Window 29:Wood Frame:Single Pane 4 0.320 1 Window 30:Wood Frame:Double Pane 14 0.320 4 Window 31:Wood Frame:Double Pane 14 0.320 4 Window 32:Wood Frame:Single Pane 5 0.320 2 Window 33:Wood Frame:Double Pane 7 0.320 2 Window 34:Wood Frame:Double Pane 7 0.320 2 Project Title: THE FLAHERTY RESIDENCE Report date. 07/31/13 Data filename: \\SAMUELS-SERVER\office\Common autocad files\ACTIVE PROJECTS\Flaherty\ENERGY Page 2 of 4 CALCULATIONS\Flaherty Energy calc.rck Gross Cavity Cont. Glazing Assembly Area or or Door UA R-Value R-Value Perimeter U-Factor Window 35.Wood Frame:Double Pane 7 0.320 2 Door 7:Solid 40 0.320 13 House Wall 4 Wood Frame, 16"o.c. 1,371 19.0 2.2 61 Window 36.Wood Frame:Single Pane 3 0.320 1 Window 37 Wood Frame:Single Pane 3 0.320 1 Window 38:Wood Frame:Single Pane 7 0.320 2 Window 39:Wood Frame:Double Pane 7 0.320 2 Window 40.Wood Frame:Double Pane 7 0.320 2 Window 41 Wood Frame:Double Pane 7 0.320 2 Window 42:Metal Frame:Double Pane 7 0.320 2 Window 43:Wood Frame:Double Pane 7 0.320 2 Window 44•Wood Frame:Double Pane 7 0.320 2 Window 45:Wood Frame:Double Pane 7 0.320 2 Window 46.Wood Frame:Double Pane 7 0.320 2 Window 47.Wood Frame:Double Pane 14 0.320 4 Window 48:Wood Frame:Double Pane 14 0.320 4 Window 49.Wood Frame:Double Pane 14 0.320 4 Window 50'Wood Frame:Single Pane 5 0.320 2 Window 51.Wood Frame:Double Pane 10 0.320 3 Door 9:Solid 23 0.320 7 Door 10:Solid 44 0.320 14 Garage Wall 1:Wood Frame, 16"o.c. 874 19 0 2.2 41 Window 52:Wood Frame:Double Pane 13 0.320 4 Window 53:Wood Frame:Double Pane 13 0.320 4 Window 54:Wood Frame:Double Pane 13 0.320 4 Window 55.Wood Frame:Double Pane 13 0.320 4 Window 56:Wood Frame:Double Pane 13 0.320 4 Window 5T Wood Frame:Double Pane 13 0.320 4 Window 58:Wood Frame:Double Pane 9 0.320 3 Garage Wall 2:Wood Frame, 16"o.c. 450 19.0 2.2 21 Project Title: THE FLAHERTY RESIDENCE Report date: 07/31/13 Data filename: \\SAMUELS-SERVER\office\Common autocad files\ACTIVE PROJECTS\Flaherty\ENERGY Page 3 of 4 CALCULATIONS\Flaherty Energy calc.rck , • Gross Cavity Cont. Glazing Assembly Area or or Door UA Perimeter R-Value R-Value U-Factor Window 26:Wood Frame:Double Pane 11 0.320 4 Door 1•Solid 20 0.320 6 Door 2:Solid 20 0.320 6 Garage Wall 3:Wood Frame, 16"o.c. 874 19.0 2.2 41 Window 20:Wood Frame:Double Pane 13 0.320 4 Window 21:Wood Frame:Double Pane 13 0.320 4 Window 22:Wood Frame:Double Pane 13 0.320 4 Window 23:Wood Frame:Double Pane 13 0.320 4 Window 24:Wood Frame:Double Pane 9 0.320 3 Window 25:Wood Frame:Single Pane 3 0.320 1 Door 8:Solid 23 0.320 7 Garage Wall 4 Wood Frame, 16"o.c. 450 19.0 2.2 21 Window 66.Wood Frame:Double Pane 14 0.320 4 Window 67 Wood Frame:Double Pane 14 0.320 4 Window 68:Wood Frame:Double Pane 11 0.320 4 Window 69'Wood Frame:Double Pane 11 0.320 4 Garage Floor All-Wood Joist/Truss:Over Unconditioned Space 756 19.0 2.2 33 House Floor All-Wood Joist/Truss:Over Outside Air 1,928 19.0 2.2 83 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 4.4 4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. f7/ 3 Nam - itle Signatur: Date Project Title: THE FLAHERTY RESIDENCE Report 07/31/13 Data filename: \\SAMUELS-SERVER\office\Common autocad files\ACTIVE PROJECTS\Flaherty\ENERGY Page 4 of 4 CALCULATIONS\Flaherty Energy calc.rck T I ' REVISIONS %o/I2 PORCH ROOF SCTM # 1000-92-01-08s SITE DATA E EXISTING GOBIF�AGE PER PROPERTY: 470 Inlet Way 84/12 MA SITE AREA LANDWARD OF TIDAL WETLANDS: 4�1, 602 SFADDRESS Southold, NY 11971 08/15/13 DRAINAGE DRAINAGE CALCULATIONS FOR AREA OF NEW ROOF DW-A OWNER: Eileen and Vincent J. Flaherty DRY WELL AREA x RAINFALL x RUNOFF FACTOR 10 West St., New York, NY 10004 EXISTING RESIDENTIAL STRUCTURE: 1,840 SF, 3.7 96 LOT COVERAGE TEST HOLE (DW) 2151 SF x (2/12 FT. x .0 = 415 CU. FT. SITE: 50,094 s = 1.15 acres EXISTING OUTDOOR ENTRY TERRACES: 187 SF, 0.38 96 LOT COVERAGE U : 6 :' DIAM TER X 2' HIGH PO•L ZONING: RESIDENTIAL 40 (R-40) (6) 8' X 2' STORM DRAIN RING - 507 CU. FT. EXISTING GAZEBO STRUCTURE: 80 SF, 0.16 % LOT COVERAGE BY MARK McDONALD GEOSCIENCE PROVIDED REQUIRED SURVEYOR: PECONIC SURVEYORS, P.C. NO SCALE SOUTHOLD, NEW YORK 11971 506 CU. FT. > 415 CU. FT. P.O. BOX 909 EXISTING GARAGE STRUCTURE: 535 SF, 1.1 96 LOT COVERAGE TEST HOLE DATA ( 5/20/08) 1230 TRAVELER STREET EXISTING POOL STRUCTURE: 647 SF, 1.3 % LOT COVERAGE SOUTHOLD, N.Y. 11971 2FT. MIXED SAND. LOAM. GRAVEL DRAINAGE CAL LATIONS FOR AREA OF NEW DRIVEWAY DW-B (631) 765-5020 FAX (631) 765-1797 LL1 Z 4 FT. MIXED SAND r► A LL • ` • RAINFALL x RUNG F • . 0- LICENSE # 49618 EXISTING WALKWAYS ON GRADE: 807 SF, 1.6 % LOT COVERAGE (D 6342 5F x (2 2 T) x 0.7 = 140 CU. FT. DATED 11/22/2004cs 9 FT. WATER IN MIXED SAND USE: (q) 5' DIAMETER x 2' HIGH POOL EXISTING DECKS ABOVE GRADE: 2,562 SF, 4.5 96 LOT COVERAGE62' (q) 8' X 2' STORM DRAIN RING = '160 CU. FT. MAY 3, 2011 (TIDAL WETLANDS LOCATION) ,J WATER IN BROWN PROVIDED REQUIRED (in _ TOTAL : 6,7SS SF, 13.6 % L❑T COVERAGE 56 FT. CLAYEY SAND SC '160 CU. FT. > 740 CU. FT. WATER IN BROWN C TIO z 1.— FINE TO MEDIUM SAND SP • 62 FT. a °N \\ O D4 a \\\ 111 O COMMENTS: WATER ENCOUNTERS ' F�RDF OSED COVERAGE BELOW SURFACE ! \\,' SITE AREA LANDWAfi•�17 OF TIDAL WETLANDS: 41, 602 SF ��'\ \�� I q54 SF, 3.q % LOT COVERAGE j Cedar ea \� \� Q PROPOSED RESIDENTIAL STRUCTUREI) \\\ \ PROPOSED OUTDOOR ENTRY TERRACES: III SF, 0.22 % LOT COVERAGEMainz eayv ew Rw LEJ d \\ \\V (----. \‘ \ \\\ Z EXISTING GAZEBO STRUCTURE: 80 SF, 0.I6 96 LOT COVERAGE S78.15, £ d d '`� Cedar I 25 :c ,e (bib. ‘ Beach 835 SF 1.7 96 LOT COVERAGE oEXISTING GARAGE STRUCTURE: ty '\` COUn�Po` \> Park \ Cid.p O EXISTING POOL STRUCTURE: 647 SF, 13 9b LOT COVERAGEN >121 r c ,rnt EXISTING WALKWAYS ON GRADE: 807 SF, l'i 6 96 LOT COVERAGE ,§'? *tilt \\ O GE O oint Rd v -l► `\ \\ \ ii EXISTING DECKS ABOVE GRADE: 2362 SF, 4.'i 96 LOT COVERA ► . \ + Cedar PtA \M tea,% \�` \\� *\ \ �� \� ;\: :F=RDF=OSED TOTAL 6,-1�6 SF, 13.1 % L _ T CVERA .iE < Ai_ � ,\\ \�� :\i, \\\ EDGE OF TIDAL WETLANDS AS DELINEATED yk°'� ot IA Q BY SUFFOLK ENVIRONMENTAL CONSULTING, +'� ALTIE ONGNMEAN - CEDAR p0 INC. ON APRIL 26, 2011 •biro HIGH WATER �N W DRIVE E INT X56 MARK �o � AST �. J rj1 Z �N� to EXISTING GRAVE 0 .1"....a...... 14 PS°\\ PARKING AREA to o EXISTING N o CHILDRENS ISTIN S PI Opo ��- M STRUCTURE 'ZEB�� • ;��5, 'GE OF TIDAL WETLANDS AS A\ o( S S),, DELINEATED BY SUFFOLK / �' z •00. E` ENVIRONMENTAL CONSULTING, EXISTING .��, 'A'er'trAWAr'�'�'�'AAVA�9���'�egy**A INC. ON APRIL 26, 2011 UTILITY POLE %t * EXISTING BOCCI , � Std ���� BALL COURT PROPOSED COVERED ENTRY VA ,r/ N 1✓ 6 . �OL E .,p�yf, ,,:.. r Y ODD ZO E it.‘'E. N = Z LINE • OF FLOOD ZONE .:. ` FL �F TEST HOL O R {_::._ 6 NE X N., C� 14000O ; 44, �� FLOOD Z 3?- (3%. N Q• M �L ��F PROPOSED HAY �P -: , d tx cp•. ,� S 90 alr, =. _ c XISTING BALES SILT FENCE _ "` 9��.�������.�.�♦y LINE • OF '�: :. �` I �`[ �.. '�'�9q9 FLOOD ZONE -co,. J g• c UTILITY POLE DURING CONSTRUCTION -�-% ; " �::C 75 FT 4 o - Alc ,..._ :/:: 00,""','; .: t' - Ste; : die +�I1 SETBACK ► 9'�6 ,� Z W J 3 v r w z alr, 4A ��° 't~ RE ,41N II LINE d P` - a z \ . i1 ow :fie. .. . ..` �. ., - 11. . Q• •:• •. . M g�� O W• y = !II-3 \ 85 _.:. • • • • • . • • • . • • . . • • 1::::::::::::::::::::::.: 0 1pPIPP- NEW DRYWELLS FOR O ,.. . �,Z, ,,. .. 0 .B:. ,-o ,.. • • • r ROOF RAINWATER 0 Q �, 5 M _ mi o ::; % , RUNOFF ,�Ir, ' ' / �p to St90 1 +00 � .O • r ill EXISTING' ROOF BETWEEN All \-(%\ I. 3 ` . .:;:`;' p EXISTING g /. PRINCIPAL 4 ACCESSORY 8 � Q � — / NG' >: ::�'....:.:.r .:: � ��. .S` , `�:' TERRACE � •9 '. c -' • — OVER tipa___ ..o wr----- 1....‘";,..:°4 / �'::: : �� STRUCTURES �\ O-' • - p p;.. / O / yp0... _ 'I ,� NEW DRY WELL FOR POOL .00' I ' 'y =.�- _ BACKWASH N88 00 00 E • yrNEWi 9- • •�`R:'1��;: �;�•'•':'''•'• . � ROPOSED HAY BALES � SILT o OF N� c� E FG ry• - •� _ . � -- GE DURING GONSTRUGTION �_. . ... .... .:......... . .. .,...:.,. � ... �� FENTION q •� o* :: :i i i SA► sr�ri► . , eyo . .' .., ., E: E: O G PRO OP SED x '�,eOFki x INE� ..rFLOOD ZONE ��i� PORCHr .� ROOF �� \S0\ GEZ Io � ONE � `.� X P �'"° FLO XI � 15TING:GRA� , - E FR � � �•N .' o o OD ZONE g `%�/ IIRIVEWA = $ �� LINE OF x ��8350 EXISTING / ,� N ,2 WOOD ° e 1� DECK ,4'o'� FLOOD ZONE 92�e Ord* 'Fj o110'15 -wVt, ..+.i.., -...-'N il NEW DRYWELLS F0- BULKHEAD ° �yyyyyyyyyyyyy PROJECT NO: .0044404 1'6 DRIVEWAY RAIN -WATER RUNOFF �ezryzzs n ,�.�APPROXIMA ° —�-- b����NN44�ym y�� �,��'�� DRAWN BY: 1010 LOCATION OF _z -� �,y.�.�.������d.� A176•/.2,18,,4, ,6.1.2, ,, MEAN SANITARY SYSTEM _, I'1 +55++� E KED BY: UT 18 8. NIGH WA TER N U 57 CHC TS �F L/NSR MARK i---"""""mmmummillIli wif DATE:EW 7/29/13 14431, N76•?4, » MEAN HIGH /.... SCALE: .� Z6 W q TER MgRK r e• 1 20'-0" N SHEET TITLE: . y 774- /NE • --°POSED HAY BALES 4 . • 4 SILT FENCE DURING ;� L l T TL E PECONIC BAY CONSTRUCTION 186,, t1., SITE PLAN o� N • EXISTING RESIDENCE TO BE �'+ r' � RENOVATED AND ADDED TO +. AUG 16 2013 SHEET NO.: U LI DAL WETLANDS AS DELINEATED MR) A:c...---------'F \ i/ EDGE OE TI DtFI. Tf�"'",;it Sill�HDLD BY SUFFOLK ENVIRONMENTAL CONSULTING, SCALE: 1 " = 20'-0" INC. ON APRIL 26 2011 IN , REGULATORY APPROVALS i GENERAL STORMWATER POLLUTION PREVENTION NOTES :i PERMANENT STORM WATER RUNOFF CONTROL MEASURE SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE Development activities for this project will consist of: 1. Installation of temporary erosion control measures (silt fence barriers). 2. Existing building structure to be removed 3. Excavation and removal of portions of existing driveway surfaces 4. Demolition and removal of the existing building foundation 5. Excavation for a new building foundation (+/- 4 ft below finished grade) ILO >- 6. Construction of a new foundation 7. Construction of the new building C 8. Installation of on site drainage structures (permanent storm water runoff control measures) ' _.I 9. Installation of underground piping from gutters and downspouts to the drainage structures 0 10. Filling and grading of soil above drainage structures and septic system I 13. Installation of new underground site utility lines Z 1- 14 .Construction of new terraces and decks 0 L 1 p., 15. Renovation and repair of existing driveway surfaces ,.., 15. Driveway area grading l ' a� 16. Installation of new landscaping plants, lawns and automatic irrigation system Q 17. Refinish of all driveway surfaces je-N, 18. Removal of the temporary erosion control measures (silt fence barriers). Q 0 W TOP OF EXISTING SITE DATA Z I PAVEMENT Site Area: 50,094 sf= 1.15 acres < I- CAST IRON FRAME AND Soil Classification: See test hole O >mil COVER TO GRADE Receiving Waters: Great Peconic Bay Contractor: N/A Z TRAFFIC SLAB (SEE Q PLANS FOR LOCATIONS) POLLUTION CONTROL MEASURES In accordance with the provisions of the Town of Southold, chapter 236, storm water management and erosion and sediment Q 1::: control measures including, but not limited to, the following shall be employed during construction: > o ii I j 1 >.. A. Existing vegetation to remain shall be protected (by installation of construction fence or other approved means) and shall Z Q • remain undisturbed. U) v B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas and the length of time that areas are W 1— co ® ® ® ® ® ® ® ® ® 24" HIGH x 8' DIA exposed. A maximum of 1 acre shall be disturbed at one time unless written permission is granted by the NYSDEC. Graded IX W ry 3' min ® ® ® ® ® ® ® ® ® DRAINAGE BASIN and stripped areas shall be kept stabilized through the use of temporary seeding as required. Seed mixtures shall be in --I i a ® ® ® ® ® ® ® ® ® a accordance with the soil conversation service recommendations. Z - GROUND WATER C. Bare soils shall be seeded within 14 days of exposure, unless construction will begin within 21 days as sections are p • • 1-� _ completed, or if construciton on an area is suspended, the area shall be seeded immediately. 4ILL a. Seed preparation - scarify soil if compacted, remove debris and obsticiles such as roots and stumps. b. Soil Amendments BACKFILL 1. Lime to ph 6.0 PERMANENT STORM WATER MATERIAL TO 2. Fertilize with 6600 lbs of 5-10-10 or equivalent per acre (14 lbs/100 sq. ft.) BE GLEAN SAND c. Seed Mixtures RUNOFF CONTROL MEASURE AND GRAVEL 1. Temporary seedlings ea 0 STORM DRAINAGE RING TYPICAL a. Ryegrass (annual or @ 30 lbs. pm-acre (0.7 lbs per 1,000 sq. ft.) Z• 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 <• NO SCALE October/November. ,J 5• o i ^ 2. Permanent seedlings - See Landscaping plans CO o 0 D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall be diverted away from W "J• ul Z W aZu_ cleared slopes. m w• W . E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage systems. C a N o - G W• N X r WIRE FENCE W/ Sediment barriers shall be installed along the limits of disturbance prior to the start of construction and shall be maintained until FILTER CLOTH construction is complete. < I—• o F. A stabilized construction entrance shall be maintained to prevent soil and loose debris from being tracked onto local roads. The u) w• / BOUND HAYBAL.E construction entrance shall be maintained until the site is permanently stabilized. Any sediment tracked onto public roads to be SURFACE removed or cleaned on a daily basis. r I FLOW G. All runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets installed on site shall be FILTER CLOTH MIN. 6" BELOW GRADE ! protected from sediment buildup through the use of appropriate inlet protection. H. Appropriate means shall be used to control dust duringconstruction. �\ I. Sediment barriers and other erosion control measures shall remain inplace until upland disturbed areas are permanently /\ `' ... j / p P y ::_ils:..,,,,Eos,::;F:Ai:j:L\ AP �°,p�/% // v/ , / stabilized. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems shall be ,r, ��,METAL WIRE FENCE IN/ cleaned and flushed as necessary. NFILTER CLOTH AND METALJ. The owner/o erator/contractor is res onsible for ins ection and ro er maintenance of erosion control measures. Ins ectionsPOSTS 10 MAX SPACING p P P P P p„` must be performed every seven calendar days and immediately after periods of rainfall greater than one half inch. Maintenance 's ,95�Imeasrues 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. The '� owner/operator/contractor is required to maintain copies of the SWPPP & General Permit on-site at all times. General Permit �! ,� shall be posted al all times. PROJECT NO: 1202 , ANGLE STAKE INTO / PREVIOUS BALE K. During construction, the contractor will comply with all local regulations concerning the disposal of solid waste and debris and �-. DRAWN BY: UT t r �0 �SURFAGE DRAINAGE FLOW toxic and hazardous waste, as well as sanitary sewer and septic system regulations. Temporary fencing shall be erected as t tt® ,/ 2” REBAR,STEEL PICKETS shown on Site Plan along with the placement of dumpsters to control the buildup of debris. The contractor shall periodically CHECKED BY: OR 2" X 2" STAKES I-v2 -`"' - '*` / clean up any debris accumulated along the temporary fence and empty the dumpsters regularly. / TS - 2" IN GROUND DRIVE -4., FLUSH W/ TOP OF BALES L. The contractor must complete the construction sequence schedule in the report with start and end dates. DATE: w,. 8-15-13 ,.kx BOUND HAYBALES (ABUT TO The contractor will report any required modifications to the SWPPP necessitated by field conditions or construction activities to ADJOINING BALE TIGHTLY) the Engineer/Architect for revision of the SWPPP where appropriate. SCALE: � r'j HALE3ALE TO BE EMBEDDED INTO 1/2" = 1' - 0" SOIL MINIMUM OF 4" AND BINDINGS PLATED HORIZONTALLY DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE SHEET TITLE: Construction materials shall include concrete wood forms, building lumber and associated metal attachments, precast concrete WRAP SILT FENCE UNDER HAYBALE septic/drainage structures, prefabricated building components (windows, doors, cabinets, flooring materials, finished roofing and SWPPP AND DRIVE SAKE THROUGH. siding materials, lighting fixtures, plumbing fixtures), gypsum wall board, batt and rigid insulation, piping for plumbing, outdoor paving materials. DETAILS TEMPORARY STORM WATER 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 RUNOFF CONTROL MEASURE stored and dumpster shall be emptied weekly by a private carting company. 0ENOROSIONSCALE & SEDIMENT CONTROL DETAILSirefil SHEET NO: ATPC00 el) 1 V....-r• Siati 3 2a REGULATORY APPROVALS . SITE DATAREVISIONS 3/3o/12 PORCH ROOF SCTM # 1000-92-01-08 %/12 SITE DATA EXISTING COVERAGE I D OF TIDAL WETLANDS: 49, 602 SF PROPERTY: 470lnletWa g(s/12 PER ZBA SITE AREA LANDWARD ADDRESS Southold, NY 11971 OWNER: EXISTING RESIDENTIAL STRUCTURE: 1,840 SF, 3.7 % LOT COVERAGE 1Eileen and Vincent Flaherty 10 West St., New York, NY 10004 EXISTING OUTDOOR ENTRY TERRACES: 187 SF, 0.38 % LOT COVERAGE TEST HOLE DRAINAGE CALCULATIONS FOR AREA OF NEW ROOF DW-A SITE: 50,094 sf= 1.15 acres DRY WELL AREA x RAINFALL x RUNOFF FACTOR ZONING: RESIDENTIAL 40 (R-40) EXISTING GAZEBO STRUCTURE: 80 SF, 0.16 % LOT COVERAGE BY MARK McDONALD GEOSCIENCE (DW) 2987 SF x (2/12 FT.) x 1.0 = 498 Cu. FT. SURVEYOR: PECONIC SURVEYORS, P.C. EXISTING GARAGE STRUCTURE: 835 SF, 1.7 % LOT COVERAGE NO SCALE SOUTHOLD, NEW YORK 11971 USE: (3) 8' P.O. BO9E9 DIAMETER x TEST HOLE DATA ( 5/20108) 4' HIGH POOL 1230 TRAA VELER STREET EXISTING POOL STRUCTURE: 647 SF, 1.3 % LOT COVERAGE 2FT. MIXED SAND, LOAM, GRAVEL FT (3) 8' X 4' STORM DRAIN RING = 507 CU. SOUTHOLD, N.Y. 11971 PROVIDED REQUIRED (631) 765-5020 FAX (631) 765-1797 ILIZ. EXISTING WALKWAYS ON GRADE: 807 SF, 1.6 % LOT COVERAGE 4 FT. MIXED SAND LICENSE # 49618 Z EXISTING DECKS ABOVE GRADE: 2,362 SF, 4.8 % LOT COVERAGE 9 FT. WATER IN MIXED SAND AGE CALC� �AuTI�NS FOS AREA4& NEW DRIVEWAY DW-B DATED 11/22/2004 DRY WELL AREA x RAINFALL x RUNOFF FACTOR MAY 3, 2011 (TIDAL WETLANDS LOCATION) J TOTAL 6,758 SF, 13.6 % �- T LEVERAGE wATER IN BROWN 62' (Dino 6342 SF x (2/12 FT.) x 1.0 = 1057 O 56 FT. CLAYEY SAND SC CU. FT. (n Z _ USE: (7) 8' DIAMETER x 4' HIGH POOL 1.0c -r-I ® I �WATER IN BROWN (7) 8' X 4' STORM DRAIN RING = 1182 CU. 0 62 FT. FINE TO MEDIUM SAND SP FT. COMMENTS: WATER ENCOUNTERED 4' Ull PROVIDED REQUIRED \\\ \\ 0 1182 CU. FT. > 1057 CU. a \\\ \\ -: (n PROPOSED COVERAGE BELOW SURFACE FT. \\\ .. SITE AREA LANDWARD OF TIDAL WETLANDS: 49, 602 SF L. m \\ \\ 4 Beach Rd a `\71 - , \ PROPOSED RESIDENTIAL STRUCTURE: 1,954 SF, 3.9 % LOT COVERAGE m Cedar \\\\\\\\ o \\ OUTDOOR ENTRY TERRACES: 111 SF, 0.22 % LOT COVERAGE \ \\\ Main B e \\,\. \ Q uj 11:1 PROPOSEDM aYv�lel \\ EXISTING GAZEBO STRUCTURE: 80 SF, 0.16 % LOT COVERAGE sus. ,\\, \ Z i EXISTING GARAGE STRUCTURE: 835 SF, 1.7 % LOT COVERAGE 25.00' E a a \�' Cedar \� , c0 rm c C \` Beach \� < POOL STRUCTURE: 647 SF, 1.3 % LOT COVERAGE m �� County \, O, ° Park ,\ EXISTING N `mm Cellar P°Int a� \\ CO O >::=1 EXISTING WALKWAYS ON GRADE: 807 SF, 1.6 % LOT COVERAGE ~r °� `'°' kes''e \ 4*- \\ ' h vim' \ \\ „\\\ 0 EXISTING DECKS ABOVE GRADE: 2362 SF, 4.7 % LOT COVERAGEFIESmom i"-; Oa \�\ \ Cedar Point Rd :.; \\�,�`\ \\ PROPOSED TOTAL : 6 , 796 SF 13, 7 7 L = T C = VERAGL °\\ \ \ :' ft EDGE OF TIDAL WETLANDS AS DELINEATED BY yb� 0 Q CE,D SUFFOLK ENVIRONMENTAL CONSULTING, INC. ON ,,E ALTIE LINES ONG MEAN _ Z APRIL 26, 2011 5° W DRIB POINT 6•A6 �� HIGHMARKTER v,� EAST �y �n W LA Z INr=jCD ° o ti vE� CI EXISTING GRAVE ili 0• 'd' N PARKING AREA EXISTING �' ` /'` Idic oCHPLAYNS ! ISTIN�i • 0Ss�.-- 16‘1F° 16‘\1° DGE OF TIDAL WETLANDS AS y,o o STRUCTURE 'ZEB • • , Off, DELINEATED BY SUFFOLK �/ 3 zI •,.,0,Ste,, F ENVIRONMENTAL CONSULTING, EXISTING ���'�''���'��'�''��'�''�dA���'9ede INC. ON APRIL 26, 2011 UTILITY POLEgybbb� EXISTING BOCCI .,- s BALL COURT N� PROPOSED COVERED ENTRY "� ��� 4� \p`� �S .+o�� ;_�::..;:::� ; 9� pp ZONE AE 6..----� • ' Z o5 Z• �p INE OF FLOOD ZONE TEST HOL Imo`* O �R :-': ° �: • '�� FLO ,— 4 —\ N r„ `-4-5F O , ; 't a?: gb� �� FLOOD ZONE X ; cn Q• M O�� F il►, PROPOSED HAY BALE EP ... '° �'�'9 LIN F XISTING & SILT FENCE DURING -.; ., -'•i •. •••••'•` ,4:•9��•4250:02 E 0 a '�.�":,`;, ` ::,:,.' + '.. kl• tih(G':•: gee FLOOD ZONE �'� J �' a '� �' \ UTILITY POLE CONSTRUCTION �= 9 NA a 0 ,11in ,, , .,.� a '�'' ..� �Y-:: •:6 OWE , LINESETBACK '96,�y 03 l'0( �-- W --I• e z a �� i�, ,If, I`�� `: ,' -`r}-o. ',a, s':,'� 5 `' / •x, '� 45 O = w• c=i 2 ui w.v�n \ il�/ � Q :: •.•1-`.,•^t 0,'y:'." 1,. =A...: '• •y" ` 9' < • O Q N L ,L , .. ...�,�j,'+.i<: �... ` �: • :r.t•.`.>;�..': EW DRYWELLS FOR O 2 W• N ':_:'.:•`• • • . . ::: . . . . ROOF RAINWATER o F- ,ili, ,� 1. / r:._ :c4�0. NP ::� Att RUNOFF r, 0 Q F- V,90 '00 `.::7:. '' -` ��. mss _; ;'. s` :,.x:....1:::;::-:::::.!:.;::::,....:.:::,...::::..i...........* EXISTING ROOF BETWEEN �cn < Cl) Cl)• • S _ / 69 / :` `K :;:-,... Y�; ..,$.:!;'�. _ �,. . . . : •:•.: EXISTINGtio PRINCIPAL & ACCESSORY f .4"„ 0' al►; \iI1 �' O N ;: `... ;�„�!"' '` �;:c :; '' :D ii TERRACE STRUCTURES 9 = — — - R HEA . 0. •.•': sz --� :•••:.::. : •: :;:ii: : :•:•• iiiiii • • °C; , F _:.,// NEW DRY WELL FOR POOL ' °`._•":'' ;: _ • I BACKWASH rn"."7)Nii"Ni'ltuft.41 .'':-:?:•:‘,.!:,:?...!'':.!'•:.::‘; :'':''ttlaPOPO .N88 0 OO E 90.00 ... i :::-;°� : NEW -� •R°POSED HAY BALES & SILT • • • r ..:<.:..:::-.; , .::-:'� . ' FENCE DURING CONSTRUCTION ,... .. , _ ADDITION . 0:: N r_of ra $ /LjPROPOSED ',.:191../::::5:4-1.°1%:- , N zx! INE OF , .::._.:. - •:::! ,-.:;,.:,..:;;;;;al PO T t� �- ,,.rp;" r i 1.: RCH G o F FLOOD ZONE r '.,,.:1:: ,-::..:',:2- A \N 0 es), _SOD ZONE �:�XIS`TaTV���.:' R'��V--14:~:;''�•'"''�.�•::r��•.:�.-,�'�:. -x I ROOF �` \S�PCE , _ co FLO X DRIVITi4: • - EX V.h 0 0 OD ONE • VE g .,.. ,•.` ..,,:.: = Ni ',.r: . -SC-C 0 • • • `';'-,` :'' . EXISTING / INE OF X o�as�'` �� M WOOD BULKHEAD o y:, • Yyco DECK ����� FLOOD ZONE pp0 ZONA •15+ �/5 f NEW DRYWELLS FO- DRIVEWAY RAIN WATER ..4'!yyy.,,5, ,HHHy-..d7 oaa• w ' �.���� F� 0 110 , t : �" ti �_. e'y �� PROJECT NO: RUNOFF - !•• "��y.�.d.�+���. `v .B'� AP PR OXI M AT • HHN.fI�--����,yyq ���� �'/ 1010 LOCATION OF r . 5,�,de627400i7" dif lyj6.12118 MEAN SANITARY SYSTEM . •14,55"W UT "w HIGH WA o c� U 5/1 • CHECKED BY: 174- f TER MARK �'W m , TS f aN CO' Ci)MEA DATE: 7/29/13 N HSG 144.31. • '� • N16.it 24 26ry8, H ATER elitMARK SCALE: _ , Zs 1 = 20 -0 • y T/E /NE • SHEET TITLE: ROPOSED HAY BALES ,� LITTLE PECONIC BAY & SILT FENCE DURING ,o M CONSTRUCTION 186.7g. ct) SITE PLAN N • EXISTING RESIDENCE TO BE 0(,) RENOVATED AND ADDED TO SHEET NO.: \.i i/ S IITE PLAN EDGE OF TIDAL WETLANDS AS DELINEATED BY SUFFOLK ENVIRONMENTAL CONSULTING, INC. ON SCALE: 1 " = 20'-0" APRIL 26, 2011 1 REGULATORY APPROVALS i BRIS PROTECTION FOR OPENINGS NoTEs STRUCTURAL REVIEW BY STEVE MARESCA, PE I WIND-BORNE DE 188- 07 WEST MONTAUK HIGHWAY, HAMPTON BAYS, NY 11946 I WALL *OPENING PROTECTION OF120 MPH 3-SECOND WIND GUSTS d FOR - PHONE 631 728 9480 ( MAXIMUM MEAN ROOF HEIGHT. 35') RIDGEIS LSTA - 20 GAGE STRAP ALL ROOF RAFTERS - •' USE/OCCUPANCY _ N VIEW OF STRAP. RAFTER CLASSIFICATION DESIGN CRITERIA: I \ • - ' ` ICE SHIELD UNDERLAYMENT SINGLE FAMILY RESIDENTIAL SHUTTER ASSEMBLY 1 REQUIRED 24 FROM EDGE DESIGN IN ACCORDANCE WITH AMERICAN N.T.S. •a-' • FOREST PRODUCTS WOOD FRAME FOR PANEL SPANS: 0 < 4'0 WIDE SPAN I HEIGHT CONSTRUCTION MANUAL FOR 1 + 2 FAMILY HOUSE 23/32" (3/4") APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD ILL . . PRESCRIPTIVE METHOD II (OVERLAP AROUND OPENINGS 4") I 1 • ALTERNATE POSITION OF > » I I HURRICANE CLIP USE 35 -0 MAXIMUM GROUND SNOW LOAD - 45 PSF. 0 Z ASSEMBLY: ' ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ a I FIRST LEVEL - 40 PSF. L.L. .. #10x3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL I I ' LIVING AREAS - 40 PSF. L.L. WOOD SCREW @ 16" O.C. SIMPSON H2 HURRICANE BEDROOMS - 30 PSF, L.L. Z J ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: I I • CLIP NAILED. FROM � ' ATTACHED TO BLDG. w/ 10x1-1 2 W/ WASHERS) I I RAFTER TO STUD. - �� FIRE AREA WIND SPEED - 120 MPH Ill F.- #10 ACHINE BOLT @T 12" O.C. # / ( • - I TYPICAL ALLARAFTERS RESIDENCE: D 5 - 8d NAILS EACH END ) N E. X SEISMIC DESIGN CATEGORY - B i WEATHERING - SEVERE Ci O \ •= I • -- EXTENDAPA TTO TD OP OFODOP PROVIDE 8d COMMON FROST LINE DEPTH - 36" I PLATE. NAILS 4" O.C. AT W EXTERIOR EDGE OF ALL TERMITE - MODERATE TO HEAVY I - I SHEATHING. 1 •^ TYPE OF CONSTRUCTION DECAY - SLIGHT F' ICE SHIELD UNDERLAYMENT REQUIRED - YES I�- 0 In • - I I CONVENTIONAL LIGHT FRAME WOOD F- 1 CONSTRUCTION z g . ti. II 0 11 I - I >122 - Li LTIPLE SECTIO"! ASSEMBLY: l�I' I �i��. 1/4" THICK BOLTS @ 2' OC • • Q GENERAL NOTES > II I I .. O v I 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY Q I I I I I I - �� ACCORDANCE WITH THE NEW YORK STATE UNIFORM SHALL BE DESIGNED AND BUILT IN ACCORDANCE W W I I '' PLYWOOD SHEATHING BUILDING CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. in m CONSERVATION CODE, AND LOCAL AUTHORITIES. I I - iI - I ;, I).,' TO OVER LAP BOX 14. THIS STRUCTURE HAS BEEN DESIGNED IN re BEAM - TOP + BOTTOM. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY 1 Q I'°I' I I I I �0�I MINIMUM 28 DAY STRENGTH OF 3000 PSI CONSERVATION CODE. I I I I I I I SIMPSON MST27 W I 1 1/2" WIDE - 20 GAGE 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL V I I I I I I I • METAL STRAP @48" OC. LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. I ' - Tot- I�, 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE =al ASSEMBLY I I I I I I I I DOUBLE TOP STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. SHUTTER ASSEM 2 U 6@16" O.C. PLATE PARTITIONS, EXCEPT AS NOTED ON DRAWING. STUDS I-� 17. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE Ms N.T.S. I I I , I I , COAT EPDXY PAINT. ALL FASTENERS TO BE ASTM 4' '" r A-325 BOLTS, 3 4" DIAMETER. FOR PANEL SPANS: OR WIDER SPAN I• � I I 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. / TE 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I II II18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND 6. ALL DIMENSIONS AND GRADE CONDITIONST TO BE INSURANCE NECESSARY TO PROTECT THE ENGINEER WRAP + NAIL STRAP VERIFIED BY CONTRACTOR(S) PRIOR TO START OF 20x4ErSTRONGLAP R STRONOUND G-BACKS 24" OC ) I•I.-, I•L- AROUND SILL PLATE CONSTRUCTION AND ORDERING OF MATERIALS. THIS AND OWNER. I I II • AT ANCHOR BOLT 4 - 8d NAILS FOUNDATION HAS BEEN DESIGNED FOR A SOIL 19. DO NOT BACKFILL AGAINST FOUNDATION WALLS ASSEMBLY: I I 4 SIMPSON MST27 BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. „ 1 1/2" WIDE - 20"GAGE LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT PLUMB' .IC 1). PREASSEMBLE PLYWOOD TO 2x4 S: # 10x3 (w/ WASHERS) GALVINIZED OR I I METAL STRAP @4s oc. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20• PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL ALL PLUMBING JG'VA _ AND IN BASEMENT IF APPLICABLE STAINLESS STEEL WOOD SCREW @ 12" O.C. I•I ' ►,,. Ne,IL SHEATHING TO SILL PLATE CONCRETE SLABS TO BE COMPACTED TO 95% ( ). POSITION NEAR&WATER LINE: NEEP 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ • " .•:r.^ 8c; NAILS @ 4" O.C. RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. TESTING BEFORE-(OF.RING Z • ti #10x3" (w/ WASHERS) GALVANIZED OR STAINLESS STEEL ,r,a WOOD SCREW @ 16" O.C. Ilk.''.t.>c:4 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND rn`4 ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: r.- 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE #10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-1/2 ( W/ WASHERS) 2 - #5 REBAR "" . •e-, 2 x 6 SILL PLATE - ON EACH LEVEL OF DWELLING AS REQUIRED BY N Q • mer S`..>•-r '' ACQ TREATED. SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER "' ACHINE BOLT @ 12" O.C. Y. NEW YORK STATE BUILDING CODE. J 3 ,.. BY TRIPLE UPRIGHTS. ALL HEADERS TO BE PLUMBER CER /FICATIOhI i • o M �j° _ ,•" ON LEAD CONT' JT BEFOR. • m a o e SEE FOUNDATION DWG. :_,w:+•;;-:; " MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. , . ' �o�.�- FOR DESIGN. ,Y:�.�' - 5�'8" x 12 A.B. 048" OC. LL. ANY ALTERATION, REPAIR, ADDITION OR CON VERS �,�FICATE OF )CCUPAN Y U x `'''y``''-' fill �--1 •WZra -;.;;:;:;-z: w,'' FENDER WASHER. 8. PROVIDE FIRESTOPPING AT ALL ' LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERM C-W L. WINDOWS - GLAZED OPENING �'`'` °'�ff` PENETRATIONS NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE OLDER USED 'N WATER = W •_ z SUPPLY SYST 1 CANNOT �u,� 9. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED & EXCEED 2/10 0, ' 1% LEAD. a N m o PROTECTION IS REQUIRED FOR ALL GLAZED AREAS. CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. 2 W • N o 0 IN ACCORDANCE WITH LARGE MISSILE TEST OF ASTM E 1996 AND OF ASTM 1886. AND DECKS ETC.. v CONTRACTOR MAY USE WOOD STRUCTURAL PANELS 23. THE NYS CODES ALSO APPLY TO ACCESSORY Q . IN LIEU OF THE ABOVE MENTIONED WINDOWS. HOLD DOWN + SHEAR CONNECTION 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. V M HARDWAREco PANELS BE PRECUT TO FIT OVER PROVIDED.PROV D D. FASTENERS TO BEIDDESIGNED TO CRITICAL LOAD PATH 11. ARCHITECTNOR ENGINEER IS NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. MIOWS WITH N AD' PO• T' ` - N co • ALIGN WITH WINDOW JACK POSTS HEADER + SILL PLATE. FOR THE INSPECTION OR SUPERVISION 0 n PANELS TO BE MAINTAINED ON SITE. SHALL COMPLY W/NYSBC CHAPTER #2304.9.6 THIS CONSTRUCTION PROJECT. FEDERAL STATE DATE 31�B.P. #'��s :1�._ LABEL LOCATIONS ON EACH PANEL. AND LOCAL ZONING AND BUILDING CODE COMPLIANCE ���r BY �� _ v�t�) SHALL BE THE RESPONSIBILITY OF THE FEE:. '� CONTRACTOR. NOTIFY BUILDING DE 'f",.,` -`'" �'" 765-1802 8 AM TO 4 P`•1 'r �f i '_ ���OF NEW yo ., FOLLOWING INSPEC III ..T . r _� go�PgC. Sq��'Qir �, ^,�^� "" (/ `tip ) FOR POURED CONCP�-TE a aViJ®. P `'. d l �� 2. ROUGH•FRAMING,PLUMPING f NAILING SCHEDULE � FRAMING NOTES C1APTE ii `I :::::::::::::::::::::::::::::::::::::::K:::'A „ � t ` FLOOD DA4 DAMAGE, PREVENTION 3. INSULATION C 6 / • : :,•. :''• ire" +_ 4. FINAL CONSTRUCTIONR C 0 E RI�PL ��c/ X183501 �O TAKEN FROM 2001 EDITION WOOD FRAME CONSTRUCTION MANUAL, AMERICAN FOREST & ; 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOODIN� 1"b B NA1tED WITHJ�3 BE�QNIP #TE FOR �T sTF Rc�� PAPER ASSOCIATION ', t ±„ DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR o•c• A ONS CTION SHALL 1L. i E REDA Mc �c� BETTER. EXTERIOR EDGES AND 6 d @ e INTERMEDIATE. R UIRE TS OF THE CODES '" = NEW ,, SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES ,L' c' YORK STATE. NOT RESPONSIBLE F )R W r"r" h , 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5 8PROJECT NO: ,, 11. ALL INTERIOR AND EXTERIOR FINISHESDESINQ[�STRUCTioN ERRCI '�R RUNOFF o RAFTER/TOP PLATE 3-8d (TOE NAILED) %,' �a MIN. THICKNESS OR AS NOTED. AND WATERPROOFING SHALL BE BY ARCHITECT. AIN STORM CF 236 1010 9 < 10 CEILING JOIST/TOP PLATE 3 8d (TOE NAILED) 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, PURSI;ANDRAWN BY: ................`` CEILING JOIST/PARALLEL RAFTER 7-16d (FACE NAILED) EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE �Ed 't�TOWN CO :S'LTER UT a a a a CEILING JOIST LAPS OVER PARTITION 7-16d (FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE a COLLAR TIE RAFTER 2-8d (ea. end 1-1/4" strap) ,r ,f•-•? NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED BY: GABLE ROOFS BLOCKING/RAFTER 2-8d (TOE NAILED) I ) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANOC J ..; °ar�� jj : URTCS u } 4. ALL HEADERS 6 0 AND OVER SHALL BE SUPPORTED 9 10 RIM BOARD/RAFTER 2-16d (END NAILED) (t�,, • WITH DOUBLE UPRIGHTS 9'-0" AND OVER WITH CLIPS AT ALL PERIMETER JOIST TO GIRDER'""' C., ,I I� ore: TOP PLATE TOP PLATE 2-16d FACE CONNECTIONS. = '°'' ��° -e =ll 7/29/13 � : / ( NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A ll TOP PLATE AT INTERSECTIONS 4-16d (FACED NAILED) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. ' 1;:77-1(-)..d•, 1(-) I (� ; O; "' ,, } �; w, .I�T��I � 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA"''"' -a .�, SCALE: a /,:t], h STUD/STUD 2-16d (FACE NAILED) 5• PACIFIC GPI SERIESWOOD-I-BEAMS ` ?Io- ' ' 1 SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS WOOD I BEAMS AND LVL ;, „ ; , ��:;, . .; HEADER/HEADER 16d (FACE NAILEDI) AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND o TOP or BOTTOM PLATE STUD 2-16d (END NAILEDSHEET TITLE: / ) @ 8 -0 O.C. MIN. PROVIDE 2" SPACE FOR AIR ''. 10o< 6 < 45HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED . r; \ BOTTOM PLATE/FLOOR JOIST 2-16d (FACE NAILED) CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB . e a a JOIST/SILL, TOP PLATE or GIRDER 4-8d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND STRUCTURAL h BRIDGING/JOIST 2-8d (TOE NAILED) stairs etc. ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" \ GABLEOROOFSO BLOCKING/JBLOCKING/SIOLIST L orTOP PLATE 3-16d2(TOE (NAILED)TOE NAILED) NAIL D)ILED) 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL LVL RIM JOIST SHALL BE REQUIRED AT FLOOR NOTES &10°< e 30 ° 10o< e < 45 LEDGER STRIP/BEAM 3-16d (FACE NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS- JOIST ON LEDGER/BEAM 3-8d (TOE NAILED) g- ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS.ALL BE AS PER MANUFACTURERS DETAILS a PROVIDE 8d COMMON NAILS 0 4' O.C. AT HIGH PRESSURE ZONE 6" 0.C. BAND JOIST/JOIST 3-16d (END NAILED) HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. BAND JOIST/SILL or TOP PLATE 2-16d (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. 1o0< e < 30 0 • PLYWOOD ROOF DECKING 8d ©4" O.C. EDGES, ©8" O.C. FIELD TECO OR APPROVED EQUAL. GALVANIZED MACHINE BOLTS @ 12" O.C., SHEET NO: . STRIP SHEATHING 8d (ONE/RAFTER) 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. PROVIDE 8d NAILS 0 4" 0.C. AT PERIMETER INTERIOR PLYWOOD WALL SHEATHING 8d @4" O.C. EDGES, @8" O.C. FIELD BUILDING CODE ASA MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING IS AN INSTRUMENT PREPARED TO PORTIONS OF PANELS IN HIGH PRESSURE ZONES. NOTE : a = 4 FT. IN ALL CASES PLYWOOD SUBFLOOR DECKING 8d ©6" O.C. EDGES, ©12" O.C. FIELD SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. FACIL2 ITATE 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 4-76*-4 tle, 014, .7t,-)-\ -tf- ,2-0( - 0 I a-. ) . I; b , ,. 1 (A't}id-C--' ---k(iu i (\at' Vq-5 Fic D-61(---0() ,Ard-f--c--.I 39'-2Y21. 9'-8Y2" 32'-2Y2" 10'-10Y2" y i 11'-2Y2" 21'-0" y 8'-10Y2" 2'-0" y DU r _T - - - - -' 1 r II C:::3 > Z II I1 H rx7/x7/7/, /�ix7//,4w/i// x//,,4/ . _ /"///e/ /// / Kg/ g/`/' /ff7 FP ewx//xe/9/ 0 O g III i /l II % I FLJI11j1 ' / iliii I / II-I-IIIIIUPI II 1 L J LJ —I—I I I J V _1J _I_I—LLL // I I CD O 1 I YiLi r NEW MASONRY PIERS TO SUPPORT NEWPW — _FL — — — % OF EXOISTITION NG DECK FRAMING AND ROOF. ASSESSRCH i REPLACE I (U2? / AS r F- REQ'D. 2 Ov I—— —I I— — —I 0 Ell f...--....._. \ \ U) f•X N ✓ //////////////////////////////A /X7,4'h` �1� z o " /�/,/W 4 I % I A I N Z 7 I I L - o 1 EXISTING CONC. FOUNDATION, / I 1 FOOTINGS & SLAB TO REMAIN g EXISTING FILLED AREA L - J rl EXISTING CONC. �i, UNDER STONE PAVING Y / 11 ›:=1 ' Ing I I I FOUNDATION WALLS TO REMAIN I / ill O > 14 C„„= .., U r II r - II / 10I ��- - -,�00>r QRS / Nip o 0Z rs.X (m2r 1 % APPROX. LOCATION I PROVIDE NEWI CLOSED CELL N W W /' Ii L TO EXISTING CONC. PIERS SPRAY FOAM II SOLATION IN %� / Et m —r///0 ///0///////////// % -V�1QAE TWEEN /,/ • � � I EXISTING FRAI I G ecr I II i 0 X l< • EXISTING 2x8016" F.J. . )/ EXISTING 24111)1 6" F.J. EXISTING 2x8016" F.J. / ' I N ir I < W 1.1 - - EXIST! CRAWL I ' — =SPAC isimanemenl‘r Nrr lir L. ==f1 � r - 1� I RAKED SAND � LE= • i I I II re YQLJ L !;:d 11 c-T -1 -I—I- I- rTT � 0, �, I I 1 1 1 1 1 1 1 1 1 1 \ � .14C7>3 o -t-( I I I I II I I I-'-III I III I I II '�''� I FLOW THRU FLOOD VENT (SEE ////'r II L / SPECS) = 2x10 —I-i -1 (3 2x • - - 3 xa0- - - ,ki -- - - -� \ 00 ID . . . -1,4rp. -11r4Pr'. '#r :::::: ::::' -I 1 lik.1 ,,, 10.' . . 3 - - 1*-9- 1 4 . r .4 Ot P -. . , . • • .,11‘ . . a) Ir. .,� ♦♦♦♦♦♦�♦♦♦♦♦♦ o4- ♦♦♦♦♦♦ ,. 0• ♦ tEID l .: I . 1064tivc .114 ♦♦ I l;ll v. Iff* ♦♦♦♦♦tI ♦♦♦♦♦�6. 1 -♦A. .i& - -♦-♦-♦- -� 1/4" 1' - 11 (04117, .- " A • :.,::: O I�♦♦♦♦♦♦_♦� ♦♦♦♦♦♦♦♦♦_ ‘, r FouN • ATION PLAN g A �._♦♦♦ 4.Akarfly. • I •A •:A4•1[..l[��♦_♦ �� 4. AL i•t r� SCALE: 0 M �� � r � � -- •• ���♦ ����0���� ;r' i . I4k& ♦�♦♦♦♦ ♦♦♦♦ ��♦♦♦♦ ♦♦♦♦♦♦♦♦ ... >N �P��OF NEW Y� F A ti �• � 404# ♦ I► � �_ _� 1. AL II [I HATCHING INDICATES AREA TO BE DEMOLISHED AND RE-BUILT w/NEW � <'; �riT� !1i IIII 0" � 7 ���__♦_ �� FOUNDATION AND FRAMING ABOVE 7 _�� Sr'� 64 4F vi '' "1 . ,5' v"v �:8:l�-- =��: 11 k TOP OF NEW �..�...� ♦♦♦.♦ 14,41..... ♦♦♦♦♦ ♦♦♦♦4 .4P ♦ ♦♦ 1 �'F o�ss5o'� �� ESTABLISH TOP OF FOUNDATION HEIGHT SETTO ,: ` _e,_�_�_�.A_A_��y.'♦♦��� ♦♦♦� �♦♦♦♦♦♦♦♦♦ '.; >: _ - c,FLOOR FRAMING EQUAL TO TOP OF EXISTING FLOOR FRAMING. _.: _ ��� ,�� _ ® iI •A-GNEW JOISTS ARE DEEPER (2x10) THAN EXISTING (2x8) \ +�! �! C r r� ftr CO -: A � b' ii&♦♦♦441tO4.45, ♦♦ ♦♦♦♦♦� �►♦♦♦♦♦♦♦♦ PROJECT NO: iJ'° ' 0' �4* �' '.♦♦���41 . Ali 1006 II►�♦♦♦♦♦ wmir Niiirs:miti, A. _ _ _ ; DRAWN BY: in :: A♦♦♦♦♦fiIN b♦♦♦�l►♦�- • CHECKED BY: ♦♦♦♦♦♦ - ♦♦♦♦♦♦♦♦411 Ih a ' A . ♦♦♦♦♦ ' ♦♦♦♦♦♦♦♦♦ `° DATE: AA♦♦♦♦...+♦♦♦ ♦ ♦♦♦♦♦ ♦♦♦♦♦♦♦♦ , 7/29/13 ' I -� �� A.46.414*:. �� ♦ � _ ♦♦♦♦♦♦4 ♦♦♦♦♦♦♦♦ SCALE: :TM•�� . ��.�� s3J •..1 — — • 7 - - - - - __ - - 4' �������_ i�4&4&i& \� 1/4" = l' - 0" L' �F:. .• .... ,..•: - •.. .. . _... ,.i.:,..;.. �+•.:.�: �:° ���-: :-a.°Y-- SHEET TITLE: ; ''r...r.,r". �.:%�. j� a{.i°:. :»:•+r�:}a,:,:•;r Vii'% '+';..:��.. ...:A...t.....: ': �; ��� 8" THK. CONC. FOUNDATION WALL ON 16"x8" DEEP CONC. FOOTING REINF. w/(3) #4 BARS FOUNDATION PLAN y .r 9'-9X" 10'-3Y2" 14'-1" i y 8„ 8" SHEET NO: 11'-4" 35'-6" y y / 3 Illlll/y L PE1 39'-2)2" 9'-8)2" i NEW WINDOW U HOSE BIB OUTDOOR LUI ›.., SHOWER EXISTING WOOD DECKING 11'-2y2" 21'-O" 1O'-10)2" 0 Z .S.__ i i s AN21 V TW2436 > \ k ‘mL f .1t \w 4)* m o� �� �>���a��»a���� ���»��»���>u��m>�> 5'-2" 6'-0)2" 2'-10) 1M7CDil i ilii \w0 lII\N i''m''‘ ip of ; I 1 1 1 1 1 1 1 0 TOILET 1 1 1 1 1 1 1 1 EATS AIRS 564�0 JJ TOR \ ' FM5.1 F W ............�....�..�..�.......�...�..�..� . (3)2x6 TREATED WD POST .iT . 0 PROVIDE TWO FLOW THRU VENTS W D \ HOSE B B CASED W/ 1x (TYP) PROVIDE BY FLOOD SOLUTIONS, LLC, NEW CASING ON EXISTING POST CLAMPS TOP & BOTTOM #2412-F, 24"x12" EACH BUILT-UP WOOD BEAMS. EXAMINE FOR DAMAGE O ILUI CN 25 TW21052* TW21052* CN 25 oo ``) O � rr t�»��>�m�>� :.- - - =h •••••• .th xTO--BEAM- - TW2632 TW2632 (2)2x10 HDR 00 CO (r74 F\-1 GARAGE - - - - - - � REMAIN CONC. SLAB TO _ 2 2x10 HDR ■ �� +� > Z _ \ / � 1 'L 1 =®16" RR 2x8©16" 0 _.1 r 1 r 1 r LAUNDRY EXISTING STONE °� PAVING �. BATH 1 1 I _ ___._ h 03 I , J TILE i� 2x8®16 CJI ` o MASTER = ) w I EXISTING D K > ., o a 1 BEDROOM o— °'I I — _ TO REMAIN O us, F*�w�+ WOOD FLOORING = e X o ■_ o \ �G�o; 8p. 11 GUT ALL FlNISHES. UPGRADE .- , " ¢ o cp I PROVIDE NEW CLG. _ _ ■ MIFRAMING AS REVD. PROVIDE -- IW T Z 0 QI\ . E SPECS. " 01WFlNISH P R NEW 2x8:06 RI I ■ NEW INSULATION & FlNISHEScL In EXIST CJ MIN 2x8016". N p I < N I I I EXISTING DECK STRUCTURE TO m \ �\ �\��� Li . �>�>��`�»» `o»`»�»»������� DN VERIFY / S r�I I REMAIN. REMOVE DECKING AS �/ > 1 TW2436 �� I 3 x8 R.R. FJ REQ'D. TO INSTALL NEW = L �� X < (3)2x8 BELOWL\ - - " )� — I FOUNDATION. RESTORE DECKING = " TOILET / EXIST FJ VERIFY x10©16 ) / l;Iiiill oco -.4-N 0 W KITCHEN I ? ■ 0 WOOD FLOORING COVERED REMOVE EXISTING OVERHEAD DOORS. \ r r PORCH PROVIDE NEW OVERHEAD DOORS PER , L���������� r O r }O SPECS, w/GALV. TRACK & ALL REQ'D F I ce CABINETRY BY \•. \ / \ EXISTING WOODEjl ACCESSORIES DECKING a s CABINETS PLUS I p SL,� - w l r �„ �� =1 O4� 2x8©16" RR m k NEW PORCH ROOF ABOVEE2=3 • N. - -J 17)7 x,19 �I 2x8®16" CJ w N. II HALL 111111111111 �1 10 I BEAM ORNAMENTAL �I,ii I UTILITY +�� r 1 Mai N\ vl 3'-g,, s PROVIDE NEW CUSTOM CRAWL SPACE fi 1 (3)2x6 ��� ROOM i -9)2 ( ) \���� " 6'-7)2" 1 1 4-2)2" ACCESS, FABRICATED w/TREATED WOOD I I1 POST \ (3)2x6 POST L- -—' AND CASED w/PVC T&G SIDING ' I I 2 2x10 HD' \ I - - .t. _H�191 ' _ - :ek' TW210410 J {2�2 icTy _-.. . . 'O'i� ‘. ,\ -70= FHW60611 TW210410 In AI AVIIIIII*A 4116_4114116.411116.411_AIAL4111Pabbi . _ M6 .411641ab‘CarlrAM - lr r A . CD 111•AMO ARIMer VirW' Ii4liatilA4)AL416, Ak‘ iP - --1 _ .....„...,4s, .... 8" AINNEMPli kliffiA=3,4 Aampammiii tow,' . .‘ Pgstw+11 A11610,1111 . p , ♦`• i♦♦♦ r♦tel► ► ' ► ►E � �. '1l:r [ 1F R � ► ♦ A. - N ' Akar' 4 Ai/ m'eAl- . .A._4.86,)AtIffill- - -, E c7, if 1 I 4.11 1 e - 16 4411:t r -+N I F.-TA E4T4.7A ♦ /, , . L. i♦4 ♦4o1 . 4 4 ►vim•.V 41♦ -6F1147-4.rel VPV.41P4F)4111 T g���'�,� . � I . : •'i�T'4.♦� '♦♦+ �'�� •��� � �4,,.��►♦�► ♦♦ EXISTING DECK FiRsT FLoo pLAN c71 k �'y Tip ►♦�' ♦�►♦ �. ♦ ;�/♦.14♦♦♦�♦♦♦♦ REMOVE PORTIONS In 10;• ♦ '010111-17710" 1 •4�♦ ,4.. • ♦.♦ ' �►♦1► =® 6" A41).40.4 DURING CONSTRUCTION. SCALE: 114" = 1' -0" � i � /, ♦/ �►♦� �-��.-�►♦� ♦ � .. RE—INSTALL DECKING. *A-441 iL9 6 '' oF HATCHING INDICATES AREA TO BE DEMOLISHED AND RE-BUILT w/NEW o A I •+14 , '►-�'►♦-����,� 7 -'�.�.��. ��.-41A, °�� °0 -.-.� _ P�, p'Yo FOUNDATION AND FRAMING ABOVE 4. VERIFY FRAMING & ACCESS FOR 00 9 ►.. ♦♦•.., ♦ ►��-Id__ AA' ;kWAV4 41k1= �� � 15 -i s �f'�""` SEE DUCT LAYOUT PLAN TO 0.40.41,...++. A� iii,� .. ���� :' ♦A�� °� " �"`DUCTWORK ...4:11. ig,►d�.�� —.� 4 lfr 4 t ~ N ,.s_ p>i 1, Al°4.il46.6 . ' ra ♦,,♦♦'I► ,,,. - - _ �. ,i►♦ ♦♦♦� ,I ��♦ �CiS,T�18350_,,:..... G� w�� iW2,014,„2104,Valli ► ill+ 1viii ► ♦�I/w� �,v A,, ��� ♦♦ ,� �� ♦♦♦ ♦♦♦♦ PROJECT NO: BLUESTONE TREADS •��, 8c�D16 `L lk, ��. " 4117CA►♦ ... . AIL 4.; JA... Atiket .Alab. All � .►'►�► ' �A �/ 1006 U. ;�1\2x8®16 Q- li I off , I ♦♦ ��•ly • �/44.�+t..' ��� i DRAWN BY: NEW STONE PAVED PORCH i� I '� _ i. ' 4... - � � - - - -• PORCH ° ''� ♦A, �, .� ' N �- CHECKED BY, w/RANDOM B PITCHED TOAVING O 1 i 1� 6 I' >.144• '►/' ♦.�.�♦� I. .�kthIP r_IM ♦ V. ♦CONC. SLAB, 1 _ m .r- ....•..��Ide' ♦A� A♦. EDGES. PROVIDE BRICK _� ".` �� I \ . • 47,Toltw-41. l ► �� m pry ' = DATE: RISERS/WALL FACING ISI \ .�`a ��� .� � � ` ►.► � '" „ 'I ♦♦ 00► ♦♦ o_ 7/29/13 00 3 2x6 TREATED WD POST CASED m� 11 ��� 1 ���1tOMPAleadi� ��>.'3r�i'�.L> ����� �/ ' ♦� ��`D�►♦♦,4�D' M " _ " W/ 1x TYPICAL N. UP L TW210410_I TW210410 ' 1W210410 TW210410 1W210410 1W210410 IJ SHEET TITLE: � v LINE OF EXISTING WOOD FRAME PORCH BE REMOVED HOSE BIB FIRST TOLINE OF ROOF OVERHANG 7 ABOVE d. LSI `' FLOOR 9'-0/2" 6'-2" 12'-9" \5y2„„ , 14'-2" f PLAN `8>�8\8" 11' 2)2" 5 " 10'-6" 3}�911, 14'-3)2" \5Yz,� C-9" 4'-1" 4/2" SHEET NO: 46'-10" . KB I / 1r -1I // Irl- - I / III III / III III / i III 39'-2y2" / III III // III IIIVA 5'-6" 13'-0" / 5'-6" // TOWER ROOM �,, 4 ENTIRE 3rd FLR. TOWER TO BE REMOVED. / III PROVIDE NEW ROOF AS SHOWN III )) Z / III 0 III / 1W21052* TW21052* - - TW21052* RN21-052* / 1 T T11 C.J I =MA\ •.��9 im.° Dieu ii \\\\\\ 0. \\\\\ \\\I \ \= III - - — — .... NEW WINDOWS ro 2 2x1 0 I-DR / �P I/ �- - - SII milt " " ' N DN I / I K I i I I I I I I \ F. - - 4 - - - - = - 0 o 1111111 2)®1 s xso 1 \ / 1 ■ / I I I �d p — , Ili; 7N 1 /PrWET BAR w/UPPER CAB. --- AM , " /NI / // 1 I I 8'-0" 211-0" W SEE INTERIOR ELEV's I[ wi IWELL IN' LOWER ROOF FOR WINDOW ACCESSHALL `c ' ���\���������������������� / 10'-5 1 O'-6 PROVIDE RUBBER MEMBRANE ON ROOF AND UP SIDEI CO - - - - J \ \ UC EXISTING +66\ 4-0 4-0 y2 y2 WALLS, SEALED WATERTIGHT AT EDGES w/SHINGLE \ DJ II o R/F FLOORING BATHV // ROOFING. PROVIDE LCC PAN AT WINDOW SILL (TYP.) 044 N = / F_ I F o EXISTING 7 +�o I I +�� j _Lk 1 / TW21052* TW21052* _ / ~ "' - Z SITTING ROOM lc I o ,�.. _ •-------- \ \ ( 0 N o w FLOORNNG 1- EMOVE EXISTING (3)2x I HDR II �, WALLS. PATCH 1 EXISTING WALLSA Z I I \�/ FINISHES xs . A TO REMAIN ROOF PLATE ON ' / O r. g - - - - -I In II k, \ . 2 it. 2 \ 1 \ EXISTING EXISTING �\\ co �, `c— - — w S3x8 ANDWICH BETW N ® 2/ I a [11===i .. 1 BEDROOM BEDROOM ,r, o • I 2x10 PLATE ON C.7 0 I21-3) " EXISTING EXISTING k— �• ;� x • ROOF TWO RAFTERS�TYP.) o o / =Eh 1 C'I _ I .41.„,, _ FLOORING FLOORING �`" ��,I g0 RIDGE - = N BED: I // O0 4 Z V ID __ o I x OM O Q II mg k I ���r� I � i N CATHED' • � \ I -co �, '• �� � _ I is N NEW W00� OORING •. IN �m�� LLI OWS NEW WINDOWS NEW WINDOWS re PUI co ® I 3x8 cop,0 ® / IIMI[ NEW WIN 1m ,,.,�,L\,' k,, ! __...L.,� u�'\ \`� i I i,\\'O\,\,\\\�\\\\\\ \,tel I \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ 11111111= X I 4 HO / 2 x ciW TW21052*-TW21052* TW21052* TW21052* TW21052*-1W21052* _ N I 3'-6y2" I / -1 ����oo�o�0000m�am�oo�oo� al • IN k 1,11g-iillxikiNi\-- W! /' / Vill 1 I \ r — 11 / _ 'gin al' \�� o '\\� 118"x80" 8"x80" 5 co c ve -5y2" 3'-52" 3'-4" P4= 02x6 = _ _ BATH Z.\\.\\\\\\\ o �'" IIITILE .•- L ILIiiI!IIDALLElEXISTING WALL TO REMAIN. REMOVE , B \ N EXISTING INTERIOR & EXTERIOR FINISHES, 10 =c•1 �- a 2�1 'i11�Zc3�[al1:i:L — 2,1 RE-FRAME OPENINGS AS REQUIRED. PROVIDE ��4- 2x 0®16" 'R �..■■■■�:®1�m■ NEW BATT INSULATION & INTERIOR GYP. BD. --- _ I -� 2x8016 _ o I FINISHES (TYPICAL) o oil �\\ \ II i I, h 111,\Iii\ r._*wro_fw_ir.14 fr , I It- — - - - - - - -Amp ...4. 1 - — , I.pItrritftetrrilk.itfr.4 4 '-.i.Ilib- — . — ,4 ,..., r ;0::$4,, F X41 ' 6 �� OP _, AmimmorAIIIIIIIMIIMir ROOFING: _ • \ S+ `" �� �I ' N ASPHALT SHINGLE ROOFING ON 30 BLDG. .�����♦� Ittt'l. i►� ��� � � ' , M PAPER ON �4" TI-IK. PLYWD. DECKING ON NEW �� ` �, OR EXISTING RAFTER FRAMING. SEE FLOOR 111P4's �. 'ry1� . �� I ����''� PLANS / SECTIONS FOR RAFTER SIZING 1111 = I ♦� �♦`�A 43 y ♦.�♦4*-6" 41 �.so,�I�`' II bI ttri *r ;;` WOOD DECK ON SLEEPERS ON WATERPROOF � ' . .46,_♦� ♦ '• 14,......1 ♦ MEMBRANE w/INTERNAL DRAINAGE. SEE I sEcoND FLooR - ♦� �� ♦U►LA., N DETAIL SECTION 1. SCALE: 1/4 = 1 -0 t l . It'NS*. / IP1 40• +NomoRix. 1 - HATCHING INDICATES AREA TO BE DEMOLISHED AND RE-BUILT w/NEW A k. II.14;-&416iirek.4 k. • _ 1►I►� / tik • i . ►� ROOF M zr, (FOUNDATION AND FRAMING ABOVE __ \ I �I.�� �`. 0,41� N — - 1- ¢y,,, 9 7 ' J'I`.�t ,� 4tat'"iNIF474,1V ' .ER � DECK h M 1- NOTE: ♦ '. ♦ 4 ritA110" t PtNAT 3x8 COLLAR TIES AT OPEN CEILINGS, PROVIDE ONE ROOF ♦ i., h, „ u; '� ��ii 'A„ X13350'RAFTER EACH SIDE OF TIE, w/(2)N" MACHINE BOLT (TYP) 00kA. . ___ ..1 't�'C'�7 �r• I r %Fl-mi. r AaJO,,, I n ARG NEW WALL FRAMING w/2x6016" FRAMING ��; ♦Afirm ` ��� ♦♦ , ♦♦♦� .♦� PROJECT NO: w/R-19 BATT INSULATION (ON SECOND FLOOR), o AMIN r , r ♦♦� ♦♦, �, b 1006 /a' PLYWOOD SHEATHING, SHINGLE SIDING, & GYP. `"'����%��-� ,£ &.4 l ' >♦♦� ','► ' ' ` DRAWN BY: BD. INTERIOR FINISH (TYPICAL) IVirillorl, �.�, 0 ♦,��-..♦ \ TS OA �. :T•. ♦ 041116 I ' CHECKED BY: cr.)4 Li& A. ��� NI ;-o". D- �i . I _ \ DATE: - - " .� •. m: . _.0- \ in\ 7/29/13 1 rI c,e • •ccs . -- :o k LINE OF FIRST FLOOR = � BELOW NSCALE: N 140,V40 4 -N� I 11 - 1 11 . .3) 0.. L-� - a , *- . _ \ SHEET TITLE: 1W210410-1W210410-1W210410 r - SECOND FLOOR PLAN 5'-5" 10'-2" 5'-5" 7'-4" 21'-0" � SHEET NO: 48'-10" i 39'-832" , 19'-4" 23'-8" X 11'-0" / 23'-2" EA / / >.. LI) ROOFING: Z ASPHALT SHINGLE ROOFING ON 30# BLDG. PAPER ON " THK. PLYWD. DECKING ON NEW - OR EXISTING RAFTER FRAMING. SEE FLOOR "'� %* r ------ -1-- PLANS / SECTIONS FOR RAFTER SIZING 0 - EXISTING SKYUGNT TO REMAIN CROSS ROOF FRAMING OVERLAYS LOWER GABLE ROOFul - 1 IN HATCHED AREAS. PROVIDE 2x12 LEDGER FRAMING I"" I - I UNE OF SECOND FLOOR WALL ON LOWER SHEATHING. PROVIDE CLOSED SHINGLE I BELOW VALLEY 0 0 _ _ I" EXISTING MASONRY CHIMNEY TO CO I _ _ _ - I REMAIN. EXAMINE FLASHING AND * 0" 10 I UPGRADE AS REQUIRED FOR W I WATERTIGHT SEAL - WELL IN LOWER ROOF FOR WINDOW ACCESS. I CO I PROVIDE RUBBER MEMBRANE ON ROOF AND UP SIDE IL", - _ - I WALLS, SEALED WATERTIGHT AT EDGES w/SHINGLE I ROOFING. PROVIDE LCC PAN AT WINDOW SILL (TYP.) O 111 - - - - - ❑ -L --- -- — — — 14J--_ — : r*t — I I .... O ON GARAGE/GUEST WING I s•��•• ••••• ..... >::: = ROOFING AND PROVIDE NEW ASPHALT SHINGLE �•'•'•_•_'_ '••••• x ROOFING ON 30ow # BLDG. PAPER _ ••�• ig 11,!=I dab. - 't::::.. ..:44.: 1 0 ao4 () tt. 1 . _I] -- �- :_._ -.-. I VIIIIIIII I- b 111 W Ce Lui co , _ ____ , ../ ..... i_ , .______ ___ _ _ J ,:tx•-• i.,.,; _ i/ LX cl -••s••.6!:!;!,' •:fssin - --•1 • •4 I 1111:C Lo 5,-132. / / 31'-23„ f 2 ( PROM� ORAL R DG, I VENTS E WOVEN 47'-10" I SH NGL2 TYP.) / e II0 I _ 1 10 EXISTING MASONRY CHIMNEY, EXTENDED ABOVE NEW ROOFLINE, w/MATCHING BRICK. PROVIDE NEW THRU-CHIMNEY LEAD PAN FLASHING & COUNTERFLASHING - > �. .mmi ►. .... I- I ••►. I- 1 AO I- - 1 ,s'.:!❖i•. .':•:" — Nt Ro • F PLAN —r \ttx::, .0:e SCALE: 1/4" = 1 -0" s We [I sNzt \ 9 -o 1* ~1 , AA'ti `� D. I I , C18350-A` t — , /411i if 1,`%I PROJECT NO: ;,;,,. 1006 4" 1 -.�.•.%'.o►.► I DRAWN BY: OGEE ALUMINUM LEADER ON LOWER EDGE '•••••i# ►•• OF SLOPING ROOFS, TYPICAL PROVIDE 4" I '~.*/ �'v.I - - I TS DOWNSPOUTS TO UNDERGROUND DRAINAGE I • • ' .4.W�• CHECKED BY: PER SITE PLAN -> I _ ;•::►�:'�� ♦•wi •. I- -I °❖: vow ❖I I- DATE: •••��. _ 7/29/13 0 SCALE: _ I I - 1/4" = l' - 0" I = SHEET TITLE: T -T , N • SECOND WOOD DECK ON SLEEPERS ON WATERPROOF FLOOR 12'-10" MEMBRANE w/INTERNAL DRAINAGE. SEE / / DETAIL SECTION PLAN 23'-8" 49'-732" SHEET NO: : / 0 Il 107 7 't 4 1111111 4 1 1 l 1 1 1 REMOVED EXISTING ROOF SHINGLES & . i i i , 1 UNDERLAY. ASSESS CONDITION OF DECKING. 1 I 1 ' 111111 PROVIDE NEW 30# BLDG. PAPER & ASPHALT l i 11J ROOFING SHINGLES PER SPEC. < ASPHALT ROOF SHINGLES ON %" Ci) Z PLYWD. DECKING ON NEW FRAMING AT w. NEW SECOND FLOOR -7,.•. Q 12" GABLE ROOF RETURN w/TYP. pi" ,T. -----••••=mmmmmmmmmmmmm•-...... ........,,,,..,,, �' r EAVE & RAKE OVERHANGS .... , ....-.„„ iris M 4" ALUMINUM GUTTER ON 1x6 PVC =MEM .4.4.... .. .iii ...,IMIIMIIIIMII lalliall_ * 11111MISIMI& A 0 1. FASCIA, w/VENTED PVC SOFFIT. M�- METAL STEP FLASHING - 4" ALUMINUM GUTTER ON 1x8 PVC PROVIDE 1x4 FRIEZE ii. ,.. AT ROOF/WALL JOINTS FASCIA. PROVIDE VENTED PVC SOFFITS PER SPECS immomomm i- ,., Ill 11111 BELOW, & 1x6 FRIEZE ZSYNTHETIC SHUTTER - 1 ... r ILI NM 1W2436 .., all SOLID PVC CASING AT CORNER H REMOVE EXISTING VINYL SIDING & MI ..i � = '� NM BAY WINDOW UNDERLAY. PROVIDE 30# BLDG. -� NV21052* IIMI r TW210410 TW210410 TW210410 O � �- � PVC CAP ON SHINGLED WALLS PAPER & CEDAR SHINGLES PER ��i-- 0 imoimmimmoi. NE SPECS. i. NE En �_ AT ROOF DECK 1- milimmimmemni um ... NI a ` 2nd FLR_ 0 - - �ROVIDE METAL FLASHING AT ROOF/WALL JOINT (TYP.) Z rear / ROOF DECK FLR. REMOVE EXISTING FASCIA. PROVIDE 1x6 PVC FASCIA w/4" ALUM. _ 4" GUTTER ON 1x8 FASCIA. PROVIDE 1x8 FRIEZE BELOW PI GUTTER w/3" PVC CROWN MOLDING 1x8 PVC FRIEZE BOARD w/3" PVC STRUCTURAL COLUMNS 11111 ... : III ,., INN = NE CROWN. PROVIDE VENTED PVC SOFFIT ABOVE �� _ w/PVC CASING & CAPITAL 111 ,., VINYL CLAD WINDOWS � ••�, ••• ••• � w/ 4x4" PVC CASING (TYP.) O V MN 1 I 210410 V210410 TW210410Q :iWiIIPllWIIIIIIIIMIM an EMU II - ■ 7210410W210410r210410 il al NEW RADIUS-TOP OVERHEAD r EXISTING STONE STEPS & • ffl NM FLARE SHINGLES AT W •GARAGE DOORS PER SPECS. MEM PAVING S REMAIN I CORNERS W mLLI PROVIDE CURVED CASING AT ,-� ,-� N j �i�OPENINGS : i / 1st. FLR. - - N CORNERS. PROVIDE FLARE AT ■ - DECK Q NEW SHINGLE SIDING w/WOVEN 11111111171111i , ,_, ,_, � r BOTTOM EDGE • Q W DOWNSPOUTS. VERIFY 0 LOCATION w/ARCHITECT WEST ELEVATION LL SCALE: 1/4" = 1' -0" POURED CONC. FOOTING & FOUNDATION w/STUCCO FINISH ABOVE GRADE -� REMOVE EXISTING UPPER LEVEL , / mom. m. TOWER, COMPLETE, AND PROVIDE11 S NEW GABLE ROOF BELOW 1 I 1 1 1 1 111111 0 111111 EXTEND EXISTING CHIMNEY t T - t; t; It 1 ;t : w/MATCHING BRICK. PROVIDE DETAIL �� = = �� — — V V N , ' , �I = = �� I NEW SIDING, ROOFING & WINDOWS IN EXISTING AT TOP TO MATCH EXISTING I I1 1111 'I IIS i. i •-• I I II I i GARAGE/GUEST WING IIi� VIII II II �II� �II� SII � .IMIIIMMINIWir I►M. � � I I ,,V '— --- — L__ m iiiv �� C' Kim — t { / . I I o NEW 1.0� ALUMINUM GUTTER ON 1x8 FASCIA / ' ' N BOARD ON NEW GABLE ROOF \' ± v - C. , �r - M STRUCTURE _ 71 OSP ,v REMOVE EXISTING VINYL SIDING. ____ _ ' ' I I * \��3'�.1� PROVIDE 30# BLDG. PAPER & NEW - ' — CEDAR SHINGLE SIDING PER SPECS. - TN2632 _ - - 'P• �. 018350-\ �' 1W21052* TW21052* - - - 721052* 721052* 721052* TW21052* ''- c/STE 0 SHINGLED SIDE WALL OF ROOF "� �W+�+ DECK ENCLOSURE t - _ hROJECT NO: .. - s, 1006 2nd FLOOR - - — — _ 5 i2AWN BY: i TS I II i!� TREATED WD. COLUMN w/PVC Are: , CASING & CAPITAL. PROVIDE --�`' �� ! CN'25 _ CN 25 I �'�'� - - STRAPPING TOP & BOTTOM - I > I I1N2632 1W2632 - 7/29/13 TW21041C 11M2 0410 FHW60611 1 TW21052* TW21052* - �� 1W2436 - - < EXISTING OUTDOOR 1/4�� _ 1 ENCLOSURE & TRELLIS TO REMAIN HEET TITLE: - 1st FLOOR I - - - — al t - BUILDING - - - ELEVATIONS NEW FOUNDATION i EAST _, LEVATION , *SHEET NO: SCALE: 1/4" = 1' -0" 7 : 11 ,.. 11 1 NEW STRUCTURE, COMPLETE EXISTING STRUCTURE, RENOVATED A B Ash, . 9 10 lir* 17,' ':?,-.J, < REMOVE EXISTING UPPER LEVEL TOWER, l 4 lI� ' ,, - . COMPLETE, AND PROVIDE NEW GABLE ROOF co ' ' ' 1 BELOW i , 11 PORTION OF WALL ENCLOSING ROOF DECK ( 1 7 7 F FABRICATED OF 2x206" MAHOGANY BALLUSTERS, T..� I 1I N I 11 B >' w/2" THK. PVC TOP RAIL, CONTINUOUS w/CAP ON f 11 I I JL i0 SNGLED WALL \ I. 1 EXISTING MASONRY CHIMNEY TO REMAIN > _� Ivlo - I ` \ :: : :;:::0 R, LAID ONTOREPCEEXGIMCANG In I'a ...1 - Agiatrimmiiiiiii•wisiomm.m. r 0 0 Ailliill PC FASCIA E FFIT BELOW. W In ; T 11111 I ,, PROVIDE 1x6 FRIEZE BOARD goommiamoocoZ REMOVE EXISTING VINYL SIDING. PROVIDE 30# BLDG. PAPER & CEDAR SHINGLE ,I, 1 - 6 1-4 - 1W2432 TW2432 TW2432 _- * WELL IN ROOF TO PROVIDE CLEARANCE W, _„� _ TW21052 TW21052* - FOR NEW DOUBLE HUNG WINDOWS. O MI - 1 PROVIDE WATERPROOF MEMBRANE ROOFING SECTION THRU EXISTING ROOF r - & SIDE WALLS, w/SHINGLES ON SIDE CONNECTING MAIN PORTION OF - A RESIDENCE TO GARAGE/GUEST WING TO _ WALLSci) u REMAIN / � 2nd FLOOR Z 111111 \ i i . :i::= NEW CEILING FINISH & BEAM CASING _ —NMI 0 _ — QCI= NI I Bill —im •'•', - 7_ <Ill TREATED WD. COLUMN w/PVC CASING & O V REPLACE EXISTING DOOR WITH NEW -- - TW210410 1W210410 FWG120611-4 1W210410 1W210410 — FWG120611-4 - IN CAPITAL PROVIDE STRAPPING TOP & Z 0 HALF-LIGHT WOOD DOOR - - - INBOTTOM W Q m - - FLARE SHINGLES AT - - . - NI W Nom < - • REPLACE EXISTING WOOD DOOR AT C4 [11.11 co im - CORNERS (TYP.) t - — MECHANICAL ROOM w/NEW WOOD DOOR MIN - NI — — 1st FLOOR I - NI w/WEATHERSTRIP D:7 a CI POURED CONC. FOOTING & FOUNDATION < W w/STUCCO FINISH ABOVE GRADEMIS MN. V C = IA GAR . GESO TH SCALE: 1/4" = 1' -0" EXISTING STRUCTURE, RENOVATED NEW STRUCTURE, COMPLETE Q B A .4 10 9 REMOVE EXISTING UPPER LEVEL TOWER, �i� COMPLETE, AND PROVIDE NEW GABLE ROOF BELOW .-- -,, T ii) , ,. . .,\,-- ... ' , , . ,• EXTEND EXISTING CHIMNEY w/MATO HING BRICK. PROVIDE CORBELED/SOLDIER DETAIL AT TOP AS SHOWN i 1111 ■ , ■111M11! II i ( 117i. .7. --1,11111111.1.1.1.1..1111111=111.11111111111.11.1111111111=1111111.111=1. 11111 .� \ 111 REPLACE EXISTING VINYL TRIM CASING r �_ w/NEW PVC TRIM: 1x6 FASCIA, 1x6 x _ �� YO ' FRIEZE c:;' PS sq� 'g- ....iilliir AMIIIMMIllk 1111111111111.1111111\.- \-\\ Nor & FffilEVikai iItihIll- MI a _ SYNTHETIC ORNAMENTAL SHUTTERS. SEE - TW2432 TW2632 TW2632N632 II TW2632 SPECS. \, 414. 8350 �'� REMOVE EXISTING VINYL SIDING PROVIDE TW21052* TW21052* J 30# BLDG. PAPER & CEDAR SHINGLE SECTION THRU EXISTING ROOF I_____ 1N010 >� c`RESIDENCE TO GARAGE/GUEST WING TO IIIIIIIII 11111. V1)1A13?✓ , .+r REMAIN , W 1MM —olioPROJECT NO: 2nd FLOOR Z 2nd FLOOR 1006 / N ir DRAWN BY: TS k ) CHECKED BY: IIIII 111111111111111.1—. I� 'Ell -= _ _ - REMOVE EXISTING VINYL SIDING. PROVIDE ��� �I�'� I �- I - < DATE: 30# BLDG. PAPER & CEDAR SHINGLE •R• ��� I - TREATED WD. COLUMN w/PVC CASING & SIDING PER SPECS. p 1W2632 TW2632 1W2,32 (— I — CAPITAL PROVIDE STRAPPING TOP & 7/29/13 im TW210410 TW210410 TW210410 i = — BOTTOM - SCALE: TW2642 TW2642 = I I I1.11 I ._- - - STONE ENTRY PORCH w/BRICK RISERS 1/4" = 1' - 0" SHEET TITLE: , 1 E 1st FLOOR MI 1st FLOOR BUILDING ELEVATIONS ow immig MM. CRAWL SPACE ACCESS. REPLACE POURED CONC. FOOTING & FOUNDATION EXISTING WOOD FINISH w/NEW PVC w/STUCCO FINISH ABOVE GRADE GA mp AGEMATERIAL PROVIDE NEW HARDWARD � SHEET NO: No .• TH ELEvATI 0 N SCALE: 1/4" = 1' -0" 6 t!_ IDIING 1NG L pE • BAITS ELI] 0 ... RIDGE VENT UNDER WOVEN ASPHALT SHINGLE J CAP O 8" IU F1'i 0 O 1x4 ON 1x8 FASCIA ON RAKE, w/1x6 FRIEZE 1.1 11" T' �♦ 1'1T'111'♦�'j1�1 �i V1�"1"1� i►T1111 l►�1 ' �i ^� '►1l T ^11I I 0.0,00,00 BOARD BELOW OVER SHINGLE SIDING 111141; 1 , 111 W I Ca) ATTIC F— : , N : 2 O LUI LOCATION FOR HVAC DUCTG ' ` ti SECOND FLOOR MASTER SUITE 1‘11 / N N �t �� ill Yid (/� hI /' � •. GYPSUM BOARD `� `� fQ VINYL CLAD WINDOW w/PVC CASING • II /, ,7 FINISH (TYP.) N ..... >:1 I i 7 r.a) y •: Ili .. IIIC. F=3 /[7— il�lii�!iii!i!i!i!i!i!iii !t : \ ALUMINUM GUTTER ON 1x8 PVC FASCIA. MASTER BEDROOM _—__ \ ; TO' OF 'LATE 0 SECOND LOOR O V PROVIDE VENTED PVC SOFFIT & 1x6 FRIEZE 1x4 MAHOGANY DECKING ATTACHED FROM BELOW TO 2x Z 0 VII I I' -y til 12 CREATED WOOD 016" SLEEPERS, TAPER CUT FOR LEVEL Q W A TOPNSURFACEW \ Ce 11.1111 FLAT SEAM LEAD COATED COPPER ROOFING ON 30# r SROVIDEILL �L.C.C. PAN FLASHING UNDER BATH �In // 016",- PITCF�RON D TO SCUPP RS AT FRONTEDGE DECKING, ON 2x FRAMING (e ,-.. / PORTION OF OPEN RAILING, w/TOP CAP lo j I / 0\1 2x206" MAHOGANY BALLUSTERS W ASPHALT ROOF SHINGLES ON BLDG. N,..: I �' V PAPER ON %'4" PLYWD. DECKING ON 2x8 12 ;; i ROOF I ' I 3X" DIAMETER PVC DRAINAGE PIPE CONNECTED TO 016" RAFTERS, STRAPPED PER CODE 4 r— �� _ ' �. I �OE,CK � \ o 1----- 12-14 I SCUPPER WATERPROOFED w/MEMBRANE LINER AT ,�� I 12" DECK ROOF. 1=j1 POSSIBLE DUCT .�� `N' \ LOCATION �IA — \ _IL I _._ � _ ._, 3,. TOP OF EXISTING SUSFLQQ$.® SECOND FLOOR P&I -•" "w' '"-----• rt i•, �', I.•t i' tt i� I' tj! it, tt 14 �. 1".�;-- - -in \ �• 111.1-. 111111111111111111111111♦ I ♦11. ♦11 11♦ 1111 ♦// ♦/♦ /1♦ �� 1 � ►111 ►11♦ it 9'41♦/♦ ♦1♦ 11V� 1111 {1 , - - • __ - --- - _. . ALUMINUM GUTTER ON 1x8 PVC FASCIA. �����������_ ������������������������ Iy ���Ir ���� ����� ►_����I ���� ���� �_���; ►_���I .��� ����F ���1 ���.d... L.„__r :,_.,0 '' 11111111111111111111(��111`�'!����- sti arztoro-....••. I PROVIDE VENTED PVC SOFFIT BELOW, w/3” NI �. •� 1 I`l •�U� = `In���������������������� L ����4,..,�.A.emk�e-�.:�� ��a�_ TOP OF FIRST FLOOR PLATE CROWN MOULDING & 1xB FRIEZEjni �' `I z__ _. _ ____ _ 1._\-••=.. / 1 TYP. ALUMINUM ROUND DOWNSPOUT DUCTWORK UNE OF CEILING IN HALL BEYOND FOR HVAC \ - CONNECTING ROOF DECK DRAINAGE SYSTEM TO \\ // j.. SUB—SURFACE DRAINAGE STRUCTURE SITTING ROOM 'HP i — VINYL CLAD GLASS DOOR w/L.C.C. PAN DINING ROOM b / =N illai`� ____ ___,—' I MMO FLASHING BELOW ' L VIN.GCO I I, NEW 2x6016" STUD FRAMING w/CLOSED ROO'vl EXISTING DECK DISASSEMBLED TO ALLOW CELL SPRAY INSULATION. PROVIDE " '-"-1 1 CONSTRUCTION OF NEW FOUNDATION & FRAMING. PLYWD. SHEATHING, BLDG PAPER & c..e IRE—CONNECT DECK FRAMING TO NEW CEDAR SHINGLE SIDING '••••` oo� :❖3 CONSTRUCTION .... 1 4roil r — ,_ EXISTING SUBFLOOR L w TERMITE I 111111 — L R FIRSTFLOOR 6 TREATED WOOD SILL TI 2x TR w/ TERMITE - -v.r..o..000..o... .oo.o..v..oo.....oo.voo.-.-.-....•.-.•....❖.•.•.v.....oo.o.o........ovo.•..,.,.,.. ..v..oo.vo...-.-.-.• .. .. ...oo.oao.-.•a..,.,.. .. •0000000....o... .. . ... .............................................00000.vovova..0000...0000.000.o....o. .... .... ...... ... . . . ........................ . .............. ... .. . .... ...... ............................................ ..... .............. ..... . ............... ... .. . .................. ... .....................•... . ..................... ...... ............................................................ . ........................ .................. . ...................... . .................. . ..................................... . .... ................................................................................... .................................................. .. ......... ..... . .............. . ANCHOR BOLT . . ......... .......................... SHIELD. PROVIDE GALV' . . ... .... ............................................................•...................•.. ........................ . ....................... ... ...................................... ........ ..... ............................................................... . . . .. . ... . .... ....................... . ......................... . . . . . . . . .............................. ............... .................................... .. ... ........ . ... .. . ... . ..... .. ..... ............... ........................... ..... .......... . ................. .... . .. ... ................. .................... 048" ��,.�.❖.❖.o❖.❖o.❖.❖.000.•o.❖.•..•................................. .................,........000............................................................,..................................,.....................................so•..........................,....s...........................................................� TOP OF EXISTING EXTERIOR DECK _ .......... ...................... .... .......................................................�_� �, +t !ll' CLOSED CELL FOAM INSULATION IN ''I1 I' •iF I 1 II BUILT—UP WOOD GIRDER ON MASONRY .:• . `� \ \• \/\ . '4. 2x10016" FLOOR JOISTS CRAWL SPACE PIER. SEE FOUNDATION PLAN FOR \/\/\/\/\ / / / SIZES ..,. W f ,/ , .:.'; GRADE ,,c,„pF NEW Yo 8" THICK CONC. WALLS REINFORCED w/ 7f- / ".l/ \ \ \ \ \ /\ \ \/t'\ \ \ \ \ \ \ \ /\ \ \ \ j\/ \ \ \/Y�(/\ \ \ \ \ \ \ \ \ \ \ ' ;: \ \ _ o�P �'0< ` (2) #4 REBAR 12" DOWN FROM TOP OF •: \ / / '\/\/\/ •.,:::`\\/\/\/ of ►� ',�•�e� i& U' * 1 WALL. WALL TO CONC. IFOOTING REINFORCED / /\ ; :': \ V/ / ' ` / / \ ``/ / ' ::.•��, \ � r� �w 3 4 REBAR. TYp. J / \^ \/ '. :,':::'' : \ \ ,- �,� / O # (TYP.) \ \ \ \ \ \ \ \ \/\/ \ \ \ \ \ \ \ \ \ ,. \ \ — S BOTTOM OF FOOTING �P\\:' -s 43 \ \ \\ \ _ 7-F .ckG\ \\\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\\\\ �\\�\ \\ , \\�\\�\\ \\/\ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\\\ PROJECT NO: /�// / /j /� ,\\//, j\/\//\//\//\//\//\//\//\//\//\// 1006 DRAWN BY: // j /\ /..„//�/i TS CHECKED BY: DATE: 7/29/13 SCALE: 3/8" = 1' - 0" cm, iji [ILDING sEannioN SHEET TITLE: (A) SCALE: 3/8" = 1 ' -0" SECTION A SHEET NO: . 9 LU LI) Z PORTION OF WALLS OF EXISTING SECOND FLOOR TO ., REMAIN. REMOVE ROOF COMPLETE, INCLUDING EXISTING Q TOWER ROOM. FRAME NEW ROOF PER SECOND FLOOR J PLAN, w/ASPHALT ROOFING SHINGLES 714O En 1E n 0 O U) I W 12 1 CO0 $ ATTIC R-30 BATT INSULATION F--- I 2x4 032" BRACE MEMBERS lhilltAlb1\ DIAz Z Ail/ %" PLYWD. DECKING IN O CENTER AREA _ IIM Q >4;1=1 ABA�. .. __ii! ._"_._._._._� ����_-_'_._._._._._.__ ���������` !__ _ _ _ _ "_._ _ _._._11141_hilt . li OP OF PLATE 0 SECOND FLOOR i_ vimill, 11 O -1 II1 z 0 lii� W C.: ... GYPSUM BOARD PROVIDE L.C.C. PAN FLASHING UNDER am; BATH CL. FINISH (TYP.) SILL (TYP). PROVIDE CONTINUOUS cc METAL FLASHING AT ROOF/WALLZ INTERSECTION o Co Q •I== W i i -- it STAIR HALL .:s1 ' v 12 EJ-1 4 EXISTING STAIRS TO REMAIN / : . S 2 ,moi POSSIBLE DUCT .�: LOCATION > A - 'ter — OP OF EXISTING SUBFLOORS SECOND FLOOR P= 1 • ,,,i 1, :ill .kroNTECTIBIZE ii r T---. .,i,zwaw. Al.,, _, EXISTING SOFFIT FOR CONCEALMENT SOF HVAC I ;"' I, ` - ".1111111111111WI� / — STOP OF FIRS�j00R PLATE DUCTWORK. ADJUST SIZING AS REVD. i; I '~ �I� BUILT-UP WOOD BEAM w/PVC CASING, ALL SIDES. 46 11 PROVIDE 3" PVC CROWN MOULDING AT PERIMETER, MEM ■ I otb 41, AND INSIDE PORCH CEILING NEW WINDOW I ■■■ UTILITY V-GROOVE PVC PANELING ON CEILING OF PORCH KITCHEN HALL 4:* ' ' COVERED ,,;;• ' ROOM xN 4. \ PORCH �• 4 NEW TYPE "X" GYP BD Co TREATED WOOD STRUCTURAL POSTS, STRAPPED EXISTING WALL FRAMING TO REMAIN. GUT �'•'' I.�:�' ON ALL WALLS AND .,, I TOP & BOTTOM. PROVIDE PVC CASING INTERIOR & EXTERIOR FINISHES. PROVIDE CEILINGS w/ORNAMENTAL CAPITAL NEW CLOSED CELL SPRAY INSULATION (TYP. 5 I •' EXISTING SUBFLOOR ON IN AREAS SUBJECT TO FLOODING) '•••� I EXISTING STRUCTURE OPEN EXISTING DECK TO INSTALL FOUNDATION •' FOR NEW PORCH ROOF. RE-INSTALL DECKINGt.:44. ❖: �•�: i TOP OF EXISTING SUBFLOOR 0 FIRST FLOOR .•.•..........................................•..... .. .. 44 44 � ..................... ......... .. .. ••••••...........................................•.-.-.-.-.-.•.-.•.-.-.-.•.-.-.•.•.-.-.•.•.. ........-......-.-.-...•.•.-.•.-.-.•.•4.4-4.4-..•...•.....•.•.-.-......... -4 4 4 4... --- -.......... 411, INGLES ALONG LOWER EDGE �............................................................................................................................................................................................. FLARE SH ......................................................................................................................................................................................................................... .....................................................................................................................................................................»................. 444.........4.............. �.4444.,,..,,...,..,,4444,.,4444,...00000.................... .............�.,...........................................................................................................•::❖.❖.s.o........................ 4444. .. ... . . .... . .... ... ....................•r.•............ ................................................................. .............................................s..o..........o•.❖.7i TOP OF EXIS G X RIOR DECK 1(1• i1 ' ib'I i i i NEW CLOSED CELL SPRAY FOAM , \7 \' \' \' • 4 EXISTING CRAWL SPACE INSULATION BETWEEN JOISTS ►�: EXISTING CONC. FOUNDATION TO REMAIN ���� ���� /X 1 /\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ P : /\/\/\/\/\/\/\/>/\/\/\/\ • ,s s G. SA* .r/r- / / i / . : / ,4 1 4 k 144'. i ir // V EKED A r \/ // / A II \/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\//\ , \\/\\/\\/\/j\/\/\/\/\/\/\/\/\/\/\/\/\ \ \ \ \ \ ',. ,w, 9 \ \\ \ \ \ \ \ \ \\ \\ \\ \\ \\ \\ \\ \ \� PROJECT NO: � \/\/\.\\\\/\ /� /�\�/\�/\\�/\�/\\�/\//\/ DRAWN BY: TS CHECKED BY: DATE: 7/29/13 SCALE: 3/8" = 1' - 0„ Bum, D IING sEcirlioN SHEET TITLE: CIII: SCALE: 3/8" = 1 ' -0" SECTION 8 SHEET NO: ./— .--,...„, WI ..... ,. ... ..._ >. ...... i i ,_ LI) .... ,..... i .... DEMOLISH & REMOVE EXISTING THIRD FLOOR TOWER / -,, ROOM, COMPLETE. PROVIDE NEW ROOF STRUCTURE AS SHOWN "Al 7m, --- --, rill N r I cm p IF - - - - 91r - - - - =i11 1- - - - - Cllr - - - - M1 I7 - - - - �1� - - - - �I 1 - O i I Hu III III III III mil III 1 ill IIII II II1---.00,-44.,.12 ► II II 1111 II I 1 j ...... 1 IIII ill III$ III III NI III j I W 1 nil II III 411 1 I I I 411/ -- - 1x4 ON 1x8 FASCIA BOARD ON RAKE, w/1x6 i 411 Hit 'I�\ice I-I•I.INNEN FRIEZE BOARD BELOW I-' 0 ' / I A � I I I 1__ i �1I �-�.I ��'� ' NI .PN�"1 1111 ''�"��►� I I o - - - _ �� - - - - `►� �� : LAYOVER GABLE ROOF DORMER STRUCTURE, C girtvgiel$ C f.�,, w/CEDAR SHINGLE EXTERIOR FlNISH 1 /���, '�,�� OPEN BEAM COLLAR TIES. SEE SECOND 41 � t, /1 1 /���, FLOOR PLAN FOR SIZE AND LOCATION O , _ , 4400 Adak l'" iM mem :; t23 ♦4.1c 1tttl',tt1'►tttllttt 1►tIt'�'It ir-C`lbw% '�ii�� ,_—— —_, MNI����I���,�1_�����.���II���I,���I,I�� ,�;` _ _ _ OP OF PLATE ® SECOND ELQ9R O ALUMINUM GUTTER ON 1x8 FASCIA BOARD4 Ii $, LLJ =NIII UJ GYPSUM BOARD \� C+ [U]=1 m �I 1 ,I a '. FlNISH (TYP.) / WINDOW WELL w�' EMBRANE ROOFING ON %'4" it - - - - - - - b IC it illI� E 1; R ili C PLYWD. ON 2x66" FRAMING. PROVIDE _ Z 4::( I I �,.� - - - - - - - / FLASHING AT EDGES, WATERTIGHT, AND L.C.C. o PAN AT WINDOW SILL 1 CI co 4 / 1 < U1 I J I 1 ASPHALT ROOF SHINGLES ON 30# BLDG. PAPER V moi' I I ON 3'4" PLYWD. DECKING ON 2x8016" RAFTERS, •�' ' / iillib12 STRAPPED TO SURROUNDING FRAMING - -14 ---- , 1 ! 11 / x.444 -- ' , 1 11 'LmillillallM11.11111M111111111111111. 1E1.1.0 AIOP OF EXISTING SUBFLOOIL SECOND FLOOR E&I p,jI�I # �I� I�I�,�i�I�I�I��1��I�I�I�1�1�1�I�I�1�I�I�t�I�I� I�I�AI�I�I�IAI�I�I�I�I�I�I�I�I�I�I�I�I�IV W�t ���t�t�t�����t�t�t���t�����1���t�����t�1�1�t���1�1�����t���t�t�1���t���t�t�t�/�t�t�t�����t�t�t�t�1�-IiIi1-t�t�t�t�t�t�1�f���t���t�t�t�/�t�t�l�t�t�1���1�������t���1���t�1�1�t�����1J1���1�����I�t�t�t���j1: :' .r _ _ _ ,. _ ,__ItIglil ' . TOP OF FIRST FLOOR PLATE ' ' \ :%11111 _ BUILT-UP WOOD BEAM w/PVC CASING. ALL SIDES. 141 i \� (�ii / 1 PROVIDE 3" PVC CROWN MOULDING AT PERIMETER, _ AND INSIDE PORCH CEILING - V-GROOVE PVC PANELING ON CEILING OF PORCH EXISTING ROOF FRAMING To REMAIN. PROVIDE , NEW V-GROOVE PVC VEN : D CEILING FINISH, KITCHEN l /I A S TE R B LD`.�R 0 0 M COVERED = w/CROWN MOULDING AT E.GES I 1 N PORCH I BATH TREATED WOOD STRUCTURAL POSTS, STRAPPED TOP & BOTTOM. PROVIDE PVC CASING EXISTING BLUESTONE PAVI G ON CONC. w ORNAMENTAL CAPITAL SLAB TO REMAIN. PROVID FLASHING AT WOOD FRAMED WALLED OPEN EXISTING DECK TO INSTALL FOUNDATION FOR NEW PORCH ROOF. RE-INSTALL DECKING I _ OP OF EXISTING SUBFLOOR ® FIRST FLOOR ......................... ........................................................................,..i.❖.❖.❖.•.•.s•..❖..❖O.❖os•.s0•.«20.sosss..•...•......•.......•.s•...s.•.O❖.o0•.0.O❖.•..❖.❖.•. _ _ 1♦........ .................• ♦N. ..NHH.HH. .NHH.................................111.......................;....................................•..............� - voll .....•..........................•...............................��....�•�•�•�•�•o�.................................................................oo�:e.e,,, oosoo!�io joss��o«io::ioe•�i:•�:•ssssssoo�o�:os�s�o•:ss:::eo�o��so•�o._1 0' 0 X _X (0 � C 1,.00.0..o..ooe..•:al ......e•..•...•..es•..o.•........e.....•...........000.e:�o. ........a...........u....................................... - �' ! I NEW CLOSED CELL SPRAY FOAMM li \� / / / /\\/\ � EXISTING CRAWL SPACE INSULATION BETWEEN JOISTS 44 I EXISTING CONC. FOUNDATION TO REMAIN 0 1 \ :: \/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\". //\/\/\/\//\//\ :I / / / / / �kOQ ' g G. Sq,�G�y '* If 65,q * 1 \ \ \ \ V...... k A Vfzi /\/\/ , %018350.1 Ci �\ \\ \\/\\/\\ \\ \\ \\ \\\\\�\ \ \\�\\��\\ PROJ ECT NO: \/\\/�\\/�\\/\\r\ \ /\/\/\/\/\/\/ /\// \/\ loos \ \\N DRAWN BY: TS CHECKED BY: DATE: 7/29/13 SCALE: --(7: SHEET TITLE: SCALE: 3/8" = 1 ' -0" SECTION C SHEET NO: MULTI-PANEL SLIDING DOOR UNIT 1x4 IPE DECKING BUND FASTENED TO TAPERED TREATED WOOD SLEEPERS 016". DO NOT ATTACH SLEEPERS TO DOUBLE HUNG WINDOW SIZED FOR EGRESS REQUIREMENT SUB-STRATE 1x4 VERSITEK FRIEZE OVER FLASHING, UNDER ASPHALT SHINGLES LEAD COATED COPPER ROOFING w/FLAT SOLDERED SEAMS, CONNECTED TO PAN FLASHING AT DOOR & SCUPPERS AT LOWER EDGE. ru'1l LEAD COATED COPPER ROOFING, w/FLAT SOLDERED JOINTS, UP SIDES OF WELL AND OVER WINDOW BENCH FRAME, CONTINUOUS w/INTEGRAL PAN UNDER WINDOW. ADHERE LOWER EDGE TO ASPHALT SHINGLES, 301 BLDG PAPER ON Y.: MARINE PLYWD. DECKING, WATERTIGHT PITCHED Y4:12 TO LOWER EDGE MAHOGANY TOP RAIL ON 2x4 PAINTED TREATED WOOD SUBRAIL, 1� DADOED FOR ATTACHMENT OF BALLUSTERS 30# BLDG. PAPER ON 3/4" THK. PLYWOOD DECKING, PITCHED • '7) " 2x2®6" PVC BALLUSTERS w/SPACER BLOCKS GUEST Y4":12" TO LOWER EDGE, ON 2x8016" ROOF RAFTERS BEDROOM - �� >� MAHOGANY BOTTOM RAIL SET IN MASTIC OVER L.C.C.WA FLASHING, ALL WATERTIGHT _o ASPHALT ROOF SHINGLES ON BLDG. PAPER ON 34 PLYWD. _it DECKING ON 2x8016" ROOF RAFTERS LEI— 3„. DIAMETER PVC DRAIN PIPE, FLASHED WATERTIGHT INTO }' %.1 ADHERE EDGE WATERTIGHT II — �' L.C.C. SCUPPERS AND ROOF. CONNECT TO TYPICAL Z �;� DOWNSPOUTS BELOW ROOF OVERHANG SOFFIT 0!4�{ — ASPHALT ROOF SHINGLES _CEDAR SHINGLES ON BLDG. PAPER " 2°'- ° NEM ON %" PLYWD. SHEATHING, ON 2x4 Mill 11TR. WD. FRAMING I W ` CLOSED CELL PVC SPRAY INSULATION IN 2x8®16" CEILING Iii ' - _., JOISTS F. ._._.,_ .. . ..,.. ......„......,„, . _______ _ ... .. 'tip',♦ III .���.�����♦ ������. 4.•�A�_ I =1=1.11.111111111==.111.11111.111.1 UNI PORCH CEILING FRAMING II 1 I 1 • • I ♦♦�������������������������������������������IiI i ���������..',►__- ♦��������1������ �.���.������ ��04#♦♦��� kP4, I ������������������� '� �♦••�•�����������'�����������►�� ALUMINUM GUTTER ON 1x8 PVC FASCIA ri O ILLI fkli 0 VENTED PVC SOFFIT v+ � CLOSED CELL BATT INSULATION ® 2x8016" FLOOR JOISTS. Z PORCH li PROVIDE GYP. BD. FINISH BELOW CASED FLUSH FRAMED FLITCH PLATE. SEE PLANS "' 1x8 PVC FRIEZE w/3" PVC CROWN O ill FOR SIZEII II - MOULDING ��- 1�� F.- ■ � ROUND ALUMINUM DOWNSPOUT IN.. >mgQ W Z ! mQc.)±.. AIL sEcTioN 2) 8W SCALE: 3/4" = 1' -0" SCALE: 3/4" = 1' -0" 2 ec Q Q W U 1 IL/ I =Eel 1 1 1 _ _ _ _ _ _ _ _ _ _ _ - - - - - - _ _ _ _ - - _ _-_ ii. ii 1 ROUND ALUMINUM DOWNSPOUT I PITCH Y4":12" II oa Z" 3X" DIAMETER PVC DRAIN PIPE, FLASHED WATERTIGHT INTO L.C.C. SCUPPERS AND ROOF. CONNECT TO TYPICAL DOWNSPOUTS BELOT ROOF OVERH NG SOFFIT I N Q• M o m v �''` r M M C• O i ri • 11' G N a0 0>- ^ x /� W -J• = � zLL p W• 0 o 4#:: 2 Q N 0 4 W• `r S N I U ►, J ... I a H• 5 1- ( LEAD COATED COPPER ROOFING w/FLAT SOLDERED ET_ SEAMS, CONNECTED TO PAN FLASHING AT DOOR & Cl) U)• SCUP ERS AT LOWEI EDGE UNE OF FIRST FLOOR EXTERIOR WALL BELOW ��GFNEWYp , �,<P PSGam. SAfi,� '`r ; gz. � , ASPHALT ROOF SHINGLES ON BLDG. PAPER ON 34" ‘,„ , I PLYWD DECKING ON 2x8®1 " ROT RAFTERS 'I �Y Ck�tb 9 iv '~ ,+,(, 018350^ . U 4— a. \ / < FRAMED EDWALL 'ACESASHING ALL EDGES, SHINGLES ON S PROJECT NO: V EXPOS 1006 DRAWN BY: TCS CHECKED BY: PITCH Y4:12" > , DATE: 7/29113 SCALE: 3/4" = 1' - 0" SHEET TITLE: - _ - - - - - - - ^ - _ - - - - - - - - i - - - [-- - - - I DETAILS 1 1 1 I SHEET NO: DETAILDECK (SHOWN WITHOUT WOOD DECKING SCALE: 3/4" = 1' -0" < I 0 S.._ LI) r.' IIIIIII IIIIIII I I � c:E1 ellemPliimi 1 1 1 1 1 1 1 ( UP W 111mil 1111 _ I I I f1 ( I L F. - CZ) 0 s/D Cn W 1 (rn W D 0 0 0 LU1 e. EMI i"' GARAGEn L- _ co 0 li Z LAUNDRY Erg 4 \ ' LNJ r O iik n ,/ .s \ r /_ _ _ / I MASTER \ - \\ c trK \ giii= ., 1 t BEDROOM I % O \ 0 I z 0 c) \ \ , � I - OO\ I W , iil ,ii1 I , , I I 1 KITCHEN I _ / 0 1 / m I/ / Eo _X F / I / — —K / I / / / i \ / XQ I i / _ H W ......7111 < /\ </ 0 \ 1 SASD 1 \ / / %r 42/ TI? / O O / "& 1 .C$ rte i _ 0 / TD ABCVE I ( \ _ HVAC • laggig \,_ _ — � Aft .ti UNIT / — — — — - - - -------------'T ZeFf I - - - �/ NOTES: / // - , 1H ' - - qv PROVIDE WALK—THRU w/OWNER, ARCHITECT, ELECTRICIAN, AND 4:cI I I I \ GENERAL CONTRACTOR TO VERIFY FIXTURE AND DEVICE LOCATIONS. \ \ r, . J 1 Ir� �I I r.� PROVIDE CHANGE ORDER FOR COST DIFFERENCE PRIOR TO �J� i J 1 \— r.o i'•J I I en EE GOCOMMENCEMENT OF WORK / — — — � ���� / / / II / \ / �/ � _ _ � L _ SITTING_ _ L I I L I L_ - - - - 4 i ,- - - - - - - -i — L - - - - --I- -r-'! ELECTRICAL LEGEND i \ �r1 r 1 r- - - - - - \ QP DUPLEX RECEPTACLE OUTLET SURFACE MOUNTED SPOT LIGHT 4/ I I I I / \, I \ 111) 220V RECEPTACLE OUTLET SWITCH I \ I I I \ / \ DINING \ I I r, I I \1 r� r / QUADRAPLEX RECEPTACLE OUTLET Ds DOOR SWITCH HALF HOT RECEPTACLE OUTLET D SWITCH DIMMER 1 ROOM , _ I I _ , , _ _ I I - , , L�1'J , J, , , -2 \ — t Q WATER PROOF RECEPTACLE OUTLET PH TELEPHONE 1\ // I I I I // \\ Q GROUND FAULT INTERRUPTOR OUTLET I-1 TELEVISION \ ,V I I I I / - I I SOF NEW YO 92 HIGH HAT FIXTURE ;� r� , I I I I - - fT - - -UW16 TOD - - 1 - - - I �P� PC. SgMG��r- r S/DppppSMOKE DETECTOR iv HIGH HAT FIXTURE LOW VOLTAGE X SURFACE MOUNTED CEILING FAN L -, _ — — - 0.1 J —I I I Et}� I / z (/�<N r H UNDER CABINET STRIP HALOGEN FIXTURE �"> �xI DIRECTIONAL HIGH HAT T -1 $ / / Y - SURFACE MOUNTED CEILING FIXTURE SURFACE MOUNTED LIGHTING TRACK RE ��♦ EXTERIOR WALL MOUNTED FLOOD LIGHT �� - `pu // ji, �Yk V, I+ SURFACE MOUNTED WALL FIXTURE �� EXHAUST FAN I I i1 \ \ J1 <, — — — \ / Y si p1II35)^ n AUDIO SPEAKER rI MOTION DETECTOR I I I '� .• \ / ` `� n ALARM KEYPAD / / ;\\ MEDIA - L - - - \ / / - - - - _I PROJECT NO: r-i ��� \RE G.4st \ ROOM \ 1 T - - - - � - - 1006 _ _ I 1 / DRAWN BY: • I I / TS / r�� r1/ I CHECKED BY: I l ---A lo I / L�NJ ` — — i L4�J DATE: ist LIR. ELECTRIC LAYOUT PLAN - 4J� - - - - - ' 7/29/13 LH - I� SCALE: SCALE: 1/4" = 1' -0" IJ LT 1/4" = 1' - 0" SHEET TITLE: 1st FLR. ELECTRIC PLAN SHEET NO: 1 7 Bll 11 DING •1 WI %"-' (u) J O H - - -TO SWI-CI- 0 BELOWco DN L > W400 \\ \ / \ / \ s/° ► I- \ S/D161 HALL if /�_ - - _ � _ CI°.=j 1 UC ) :ATH_ __ (i) 0 iD Ali l %ma° SL LWJ , , = ›:=3 \ / A -a \ • — i- 0 &\--.1 . 1 / _ _- --41) (11) On S/D 1 I S/D `1 r a _ EXISTING J / 1 Cc SITTING ROOM I O %(---_,&>/ \\ 1 L Z v 00 - - \ GUEST EDROOM \\ W W a0 %nam EXISTING EXISTING / I Ce BEDROOM BEDROOM ,&' % / a \ / PH \\\ \ Cc < 161 N N rj.1 \ \ S/D &KM / \ aL \/1•,\ \4 4 NOTES: - - / - .•_ _75,11\____ 41 PROVIDE WALK–THRU w/OWNER, ARCHITECT, ELECTRICIAN, ANDr— GENERAL CONTRACTOR TO VERIFY FIXTURE AND DEVICE LOCATIONS. /, f-� _ \ PROVIDE CHANGE ORDER FOR COST DIFFERENCE PRIOR TO / / I COMMENCEMENT OF WORK J S/D I TO -- / IN SECOND FLOOR SUITE OVER GARAGE, EXISTING ELECTRIC DEVICES TO I BOLO N .- , REMAIN UNLESS AFFECTED BY CONSTRUCTION, OR SHOWN TO CHANGE IN \ — — — -- \ LAYOUT PLAN ABOVE. / \ 1 I EV INCE1 // L \ ELECTRICAL LEGEND I W El ' DUPLEX RECEPTACLE OUTLET (> SURFACE MOUNTED SPOT LIGHT // / \ X69 fir.'- 220V RECEPTACLE OUTLET S SWITCH do QUADRAPLEX RECEPTACLE OUTLET SDS DOOR SWITCH / HALF HOT RECEPTACLE OUTLET So SWITCH DIMMER �/ PH / �a \ ` WATER PROOF RECEPTACLE OUTLET TELEPHONE ,- --erj FI GROUND FAULT INTERRUPTOR OUTLET fl TELEVISION r \(n // I \\ OF NEW y HIGH HAT FIXTURE S/D SMOKE DETECTOR / lb9' .L..-. / \ �P,c� 5 G.Sq 0,6 Et HIGH HAT FIXTURE LOW VOLTAGE .: SURFACE MOUNTED CEILING FAN / / / \ c' �p MGA O < i H UNDER CABINET STRIP HALOGEN FIXTURE / \ / I ti ? azv: , N , $]4 DIRECTIONAL HIGH HAT / *-1 / T SURFACE MOUNTED LIGHTING TRACK ( � ' - SURFACE MOUNTED CEILING FIXTURE _A I la' I a; r SP SURFACE MOUNTED WALL FIXTURE "♦ EXTERIOR WALL MOUNTED FLOOD LIGHT 10 �O O h I WA EXHAUST FAN 1 ..c:/£32,50-1‘,� 0 % I , , . SP AUDIO SPEAKER I I ���� � n MOTION DETECTOR 1 / PROJECT NO: AK ALARM KEYPAD \ / 1006 \\ L 4 ti //// / DRAWN BY: PH MASTER TS `� BEDROOM (� I // CHECKED BY: 2nd ELECTRIC L. T P AN 1 r LI U DATE: 7/29/13 SCALE: 1/4" = 1' -0" -0 SCALE: _• TV 1/4" = l' - 0" L_ _I SHEET TITLE: r u u I 2nd FLR. ELECTRIC PLAN SHEET NO: Uo BIDDR'IG ;. PEr: MIT REVISIONS W 3" VENT THRU ROOF (11) Z D J 3" VENT THRU ROOF 0 I– 3" VENT THRU ROOF : cn W MAIN HOUSE f3" VENT = GARAGE GUEST rffilMS ----. l' _ _ _ _ _L. 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