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HomeMy WebLinkAbout37591-Z �aguFFt)�,�cG Town of Southold 9/9/2015 ' ' P.O.Box 1179 rti s 53095 Main Rd o'y�j01 � y Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37766 Date: 9/9/2015 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 7725 Nassau Point Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 118.-4-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/3/2012 pursuant to which Building Permit No. 37591 dated 10/19/2012 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 with unfinished basement, attached 3 car garage, covered porches, terrace and second floor balcony as applied for. The certificate is issued to McManus, Timothy&McManus,Michelle of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-12-0034 8/31/2015 ELECTRICAL CERTIFICATE NO. 37591 3/11/2014 PLUMBERS CERTIFICATION DATED 9/5/2014 Nick Sallas 75thize9fSignature SaOrTOWN OF SOUTHOLD �aGy BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy� , o� y SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 37591 Date: 10/19/2012 Permission is hereby granted to: McManus, Timothy & McManus, Michelle 54 Sutton PI Rockville Centre, NY 11570 L To: demolish an existing house and construct a new Single Family Dwelling with attached three car garage & porches &terrace per Trustees permit#7883'as applied for At premises located at: 7725 Nassau Point Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 118.-4-5 Pursuant to application dated 10/3/2012 _ and approved by the Building Inspector. To expire on 4/20/2014. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $4,488.40 DEMOLITION $1,110.40 CO -NEW DWELLING $50.00 Total: $5,648.80 Building Inspector �,,%pF SOUTyo Town Hall Annex �� : Telephone(631)765-1802 54375 Main Road i lig 411 Fax(631)765-9502 P.O.Box 1179tO' Southold,NY 11971-0959 %.Oly -\ oil roger.richert@town.southold.ny.us COUNT`I, ,,•�r .6.........0411, // BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: McManus Address: 7725 Nassau Point Rd City: Cutchogue St: NY Zip: 11935 Building Permit#: 37591 Section: 118 Block: 4 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Caltech Electric Inc License No: 39161-me SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 400a Heat gas Duplec Recpt 120 Ceiling Fixtures 27 HID Fixtures Service 3 ph Hot Water GFCI Recpt 14 Wall Fixtures 33 Smoke Detectors Main Panel 2-20( NC Condenser 4 Single Recpt Recessed Fixtures 217 CO Detectors Sub Panel #### A/C Blower 4 Range Recpt Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt 1-20a Emergency Fixtures Time Clocks Disconnect 2-20( Switches 137 Twist Lock Exit Fixtures TVSS Other Equipment: 400a underground service, 9-exhaust fans, 2-paddle fans, 2-air tubs, 36ft lighting track,1-20a security gate circuit,1-20a chandelier lift,1-200a transfer switch,1-36KW stand by generator, Notes: 25-ARC fault circuit breakers,4-GFCI circuit breakers Inspector Signature: _-•6Date: March 11 2014 81-Cert Electncal Compliance Form.xls Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses, or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00, Accessory building$25.00, Additions to accessory building$25.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$25.00 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial $15.00 Date. New Construction: V Old or Pre-existing Building: (check one). Location of Property: 7 725 /Vas&t 4 f /o',/ House No. `` Street Hamlet Owner or Owners of Property: d�/�%�`le ll/G //.17 M c / G GAS Suffolk County Tax Map No 1000, Section // 8 Block ( 674 Lot CS- Subdivision sSubdivision ,� �s�S '%' t0/4] Filed Map. Lot: Permit No. V'7 51 O Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ s / 4!�%J�11 . plicant Signature 5ECE ' llE \fi) fiSEP 12 2014 BLDG DEPT TOWN OF SOUTHOLD CERTIFICATION Date: 9/51/ 7- Building Permit No. 375 Owner: //;,W ii /1'1ifhJ'U 5 (Please print) Plumber: /1.k.,C' .,S:7/ /4 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of SPp-reivl l.-z.( , 20 /`I ('Yefer-dt,pc-2 --)//( d(Led_ie=f Notary Public, S-CA County Christine M.Christie Notary Public,State of New York 01CH6125800 Qualified in Suffolk County ..' Commission Expires 4/25/20_12 I-2 ' / _..2_____— ,41,0€ t\ y cr `yCouam,V7 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 (p.: 1 REMARKS: r cg ''t\,4_77 ; --7---D----) ' 4 1i' ,t / 0 , DATE1 ' J3 -3 7s7 / o�OF SOU of 1, y 47.1 l?C�UIY 111"IIII TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ /F/ OUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL OUGH) [ ] EL (FINAL) REMARKS: a-tt 4061-77(2 ) (3§/a/ c,7,/) DATE I INSPECTOR , ,,,,,,,, --74-eoutm,0.0. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F9UNDATION [ ] INSULATION [1FRAMIN /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 0 DATE 623/9/7-3 INSPECTOR r2r/" 4 ..l / 3? C -\f,_ ____ 1����o�aQF SO(/Tyo(c lO`. 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: Cif( 11- 407— 6. -C-7--i#--fi-41- - -77-ici, --7---'7.77 . .:_ciz-Z A r DATE 4 0)4173 INSPECTOR - 1-- A44 7 3 23OE S0(/ 0` (14:;,"Cfoutill,•,:"7.)Ily TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT N [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROU H) [ ] ELECTRICAL (FI REMARKS: DATE 3 INSPECTO • , ho aOF __ �, , ly 1 \ 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: CiAK DATE7 l� INSPECTO 3 -2,57e-- ,„,i4t,s0,/,.:_._ ..„,:,€ ,,,,,,,, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] F NDATION 1ST [ ] RO PLBG. [ OUNDATION 2ND [ INSULATION { ] FRAMING /STRAPPING [ ] FINAL iv [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRIC, (ROUGH) [ ] ELECTRICAL (FINAL) Ws- t REMARKS: 1.84---- .0,17k4/,�J .14,,,07---7C �' P� 1 M .1.A.t.L4,--r-u, / zze :4„),... DATE ' L e 1, INSPECTOR 1 1 hoSOF1o4; ` ' l * / 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: DATE -yillq INSPECTOR �•- 3 7,_ // z2), 4,,,,,:4,„--s-a--0--,;;;-„, 1,1 , • s , p TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH P BING - [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING / STRAPPING [ • INAL [ ] FIREPLACE'& CHIMNEY [ •] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ' [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING ARKS: O4c ',,,A4 .,‘—.,r 4.) /4iL— /<0.trej 66-0-7, ,9-4_,9 /f____ c,0,446-r__ i_14 7,sl cf-i,-,us L6✓,,,,✓. `' . 3 4 f — � C9f a 4,\eru-eL,P CO k, ,/ 4I. ,,,,t / /. . A6/.,_ , rte , 1/ INSPECTOR DATE AC-- c--44 r � 37c ?/-2-- soli-- 11, TOWN OF SOUTHOLD BUILDING'DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] I CATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: er 0-Q ;"/ ata DATE* INSPECTOR '� • FIELD) SP$trON REPORT DATE COMMENTS • • rili _ , . . . , - „„...., , ,,.., , - .. ds • us\ g TOUNDATTON(1ST) Epr''ngwr '' - ,r , , , , fir . ...e....",, , 7 c/N • PO i ATT N(2ND) % .� eV,/ lc /4.!2> r.›,ct " A-0%19-44)17 -• Ar" . ---.1 2 Wia-t-w:w-i-z-e- 0 6 /5( 4.5 — ,kaggiim I.0,4—; A L 7 /9 r E 4 oe • ROUGH FRAMING& H PLUMBING // I 4`-^' > li 1413 (t). // . /, • 4i / , . skL4-14/-- --/ _-.1--- 74-";‹) . 0:1 'c- $ • INSULATION PER N.Y. H STATE ENERGY CODE • O • ti C CI) tj,)42. ,vLe j N . . Wen 1111=1"0,2ffl*.d-, ,1111v ___MgrA,, Ir:..„0 '7.4.4''1- , , Ell 1 �\ ` /2,- ... 7, ,� -;-;44 .„0. n .eia- • / 6.1- s .3 • •, , ;76 4-1 - 0 , ' ' Yid. 1 -e,..( 6,- - r-----,-4 • 11 0AL COMMENTS • rn 1/Z•VI S t: 1 . -0- - 46‹ Pr-o tp34,num ,, ,, ,i4t,„_______ . . 7/ Pk' (9/MIA.-alit '• --tea /C-e.¢ I ` ® g • . 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 75Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees fr i, Flood Permit Examined r (moi' ,20 Storm-Water Assessment Form Contact: Approved /0 - / S ,2011—j Mail to: Disapproved a/c 742m 0�1L104(01tS Phone: lay 6.40 Expiration 4.--?0,20 / f Building Inspector APPLICATION FOR BUILDING PERMIT DateOer ,20 II-- INSTRUCTIONS 2INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. -Th/rkadd (Signature of applicant or name,if a corporation) c ��� ea«l kodiCtehc�� 1 4/y. (Mailing address of applicant State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder ''o4I?Led- Name of owner of premises ^t(iliMeal G'&i aea ! /r ihc-/htus (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. kIIL,Q QI; 4 Lf( 4, Plumbers License No. 7-160: Electricians License No. Other Trade's License No. 1. Location of land on which-proposed work willbe done: 7745 /I tjsac( /'em/ , oad ctibsr House Number Street Hamlet County Tax Map No. 1000 Section fip, Block Lot L�J� Subdivision Filed,Map No. , ., -• , , Lot 2. State existing use and occupancy of premises and inten ed e and occupancy of proposed construction: a. Existing use and occupancy or(`/G/ & t 1 in77 y / 2cS/� CCi b. Intended use and occupancy vv Ctrne/ 3. Nature of work(check which applicable):New Building / V _ Addition Alteration Repair Removal Demolition �/ Other Work // (Description) 4. Estimated Cost •O, Ca9 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units O/-' 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. N7/`t 2 7. Dimensions of existing ,structures, if any: Front (2 "� /( Rear @f 3 Depth 69 Height ? Number of Stories ®/I& u1f' 6acreMeeit- Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front oAL Rear (9 Depth Height ,f," ��// Number of Stories ft,00 V 6acfeme�2t- 9. Size of lot: Front /UO, /5 ( Rear /900,0/ Depth g93,3/ / 10.Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO I/ 13. Will lot be re-graded? YES t' NO Will excess fill be removed from premises?YES k/NO 14.Names of Owner of premisesfollhI11 la Address/04K1//��e i Phone No. Name of Architect 011,006CL/mam Address -4 co_ V Phone No 7_5((^ 6 tiQ5' Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES V NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITyS/MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland? * YES V NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18.Are there any covenants and restrictionswith respect to this property? * YES NO / * IF YES, PROVIDE A COPY. STA lb OF NEW YORK) SS: COUNTY OF 5.4011_ 'ThOrnad C� , cS to lam' being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the /177,17/w/LeC/t (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 day of 1 `� 20'2 �( PAT�;�r°a. ,,CHARDS �� , /', • �. . A__ ' f, New York Notary Pu. is No. 01 R16042467 Signature of Applicant Qualified in Suffolk County CnMisssion Expires May 30, 1y ' . 1 . , . ‘, 1414**-17..rt:: ', . .1,1431 , 1. , ',64M. , 411,,dr"1)1*- :- ''.' ' ACC?\04 ' A, - 41 ARA'MI: 0 *:„1:.' -',‘§i' :5-P7''?''' ' -' , ,, ' 'kkg'611;itiftZrZbtl.Lf"6.'63.4.tirrIT404-tpflitit'..../D1'T NEW yeiRk....., t();:l -;:ii-,:lo t:ifiti :-1.f;Itif2JV s,P,KA/1 „,,,,,,( '1'7;71-4.-:-.4 C:::: PERMITNO'-7881 1,;,- .;-- -, 1 '''- ”EVATEj'AUGUST 22;2012 — ',Pi 3 .6.0.4.,„.,),'i T Q 0 T T LIT.%Arc, ,iat TTrITT L.'T T.1, ,..c. rrixii Aire,xx A NTIQ '1 i ,,,.2---"):171,1....:17 '- '''' -- 2 ROPERTY ADDRESS: 7725 NASSAU POINT RD:4,,,C-UTCHOGUE-tc iv_„„t,,r,-r• ic tt ;;;i-t-Yr'a N , L i:',!47?,a, •'\'i';s,''''i' ( ,I, :.:--\14- ..M!.,,.: ( ,:, ::, . ,Pursuant:to theTrcivisions of Chapter 275 bf die T.or:CbdF ape Tbri,9f:§9,109:141,,an,..d in "" ". accordance With the Resolution of the Board of Trustees adorpted at the meetmeheld on August zz,z012,and ':.; 4,., , ; "??5,x', 13; the TermkandColidiiibng,'A stated ni-the'Resblution?the'Southold.Tdwn.Board'ofTrustees authorizes anct rr-- ii ,,,,,\,,,, .-:::, % P<.-^7:,, ' , .,Netlandfermit to"depioliskthexist_tznl_." • one-story dwelling and detached • ° -IR 1' .-1:ki,,*§, ," - - ' ; ,,'.garage„arid stone,terrace; new sanitary system;-Connect wastewnter`fieM:hith'house ', ,.,, _7,•_• ` .,:,Lr-1-74.1,O, ,,,I:Vi:a?,,,,pii,Mpi,'s,,,,taitli",n:',tio4-,,,n4e,4:‘,1anilaory,,,,,c,73,sEnt,em;hanitdoltolrwthoei,,,eximsIthAgo,,,h,,,,a4th,,,,i-homeirwililtohd,the- - .‘„) , ,,,,ov.,,t „ .4', g7'.42,:_ rie: '`'deOefipdieitteiOdn:oinii:tehset,bitlieSphiaannd;rsiiepbaserqeduebnytIsya ,iliafsfterc,Lat:od jausly 09/12/2014 13:17 FAX Triborough Land Services gl0002 1 .... ,�� -__-- John M.Bredemeyer III,President ,r �S y& TyQ Town Hall Annex Michael J.Domino,Vice-President ,+'r s 4 54375 Main Road James F.King,Trustee iNg P.O.Box 1179 Southold,New York 11971-0959 Dave Bergen,Trustee ; ktc- S+ Charles J.Sanders,Trustee ‘1/4.144' '1 'r�� Telephone(631)765-1892 COWL 'r'r Fax(631)765-6641 HOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1031C Date:August 14,2014 THIS CERTIFIES that the demolition of the existing dwelling and garage; abandonment of sanitary system;construction of new 2-story dwelling with attached garage and stone terrace; new sanitary system;,connection of wastewater from bath house via pump station to new sanitary system the existing bath house;repairs and relocation of bath house/cabana:as- built±24' long"U"shaped outdoor kitchen area on top of slate patio and a 10' wide non-turf buffer • At 7725 Nassau Point Road,Cutchogue,New York Suffolk County Tax Map#•118.4-5-5 Conforms to the application for a Trustees Permit heretofore filed in this office • Dated July 26,2014 pursuant to which Trustees Wetland Permit#7883 Dated August 22,2012,was issued and Amended on February 19,2014 and again on July 23, 2014, aril conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of the existing dwelling and garage: abandonment of sanitary system; construction of new 2-story dwelling with attached garage and stone terrace;new sanitary system; connection of wastewater from bath house via pump station to new sanitary system: the existing bath house; repairs and relocation of bath house/cabana;as-built±24' long"U"shaped outdoor kitchen area on top of slate patio and a 10' wide non-turf buffer. The certificate is issued to MICHELLE&TIM MCMANUS owners of the • aforesaid property. • dIroe"— gr% elidahsapp.at. Authorized Signature •/ New York State Department of Environmental Conservation Division of Environmental Permits, Region 1aik SUNY @ Stony Brook 50 Circle Road, Stony Brook, NY 11790-3409 - Phone: (631) 444-0365 • Fax: (631) 444-0360 Website: www,deo,hv,i v Joe Martens Commissioner LETTER OF NO JURISDICTION TIDAL WETLANDS ACT May 10, 2012 Michelle&Tim McManus 54 Sutton Place • Rockville Cent Centig NY 11570 Re: DEC Application#1-4738-02856/00003 McManus Property,7725 Nassau Pt.Rd.,Cutchogue • SCTM# 1000-118-4-5 Dear Applicant: Based on the information you submitted,the New York State Department of Environmental Conservation has determined that the portion of the above property landward of the functional bulkhead greater than 100 feet in length, as shown on the survey prepared by Nathan Taft Corwin, dated 3/27/12, which was constructed prior to August 20, 1977 as evidenced on Tidal Wetland Map#714 540, is beyond the jurisdiction of the Article 25 Tidal Wetlands Act. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations(6NYCRR Part 661), no permit is required to conduct regulated activities landward of that bulkhead. Be advised,no construction, sedimentation,or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above,without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from Your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project(i.e. a 15' wide construction area)or erecting a temporary fence,barrier, or hale bay berm. This letter shall remain valid unless site conditions change. • Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, , ,. Rog.ji vans Regi. al Permit Administrator cc: Habitat-TW Samuels&Steelman Architects Town of Southold - Chapter 236 - Stormwater Management ''s ''-" g;, SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPLI T NAME: Owner Anent-C ns Cant Co ctor O er cleOne) PrapejtyOWNER:(IF Different than plicant Topa a �i irc�c rl�(d$(e riit s Ad ress: 25235taw -r U`j Ad rens: �•- �.}fe_.. pII 10 �1`N- 4, s 1 rexitTelephoned734 ,(06 Fax#.7. O7 Telephone#:5162qa2337 'E-MauNrui,/�l/ JQTV^atc(;ttelKVA •Cogt E-Mail: Properly Address: .7725 j( it;Qffa . -b' rei• a'FcLCup Brief Description ofConstmccaonActivity,Proposed Struchual.BMPs,Soil 5 C T.M.# 1000 I i '�V��w'l!`y Stabaliration BMPe,Project Scope and/or Sequence of Construction Activity (Provide Adddiorol Pages as Needed) otzatu Sermon stack 1.01 Name of Contractor andlcir Contact Pers9n Responsible forimplementation of SWPPP: 2emadiS___ex is MI5 me 6 t i-rue NoVt h idevet t LLC - i L.��Le��-_ �.t�p(/ 'u1'e�H+IIs,'1'Ht,�{,,,�� Al •� �.��j/f��.�..�s��.d_ab���e.�A.�a1fn1$1 _s�_�f,���- Address: It S'Gwrnll /ref�.'v � I l•' fut. /V lAt,•(-Lvl7_4.._. -terve ,._-A',1;... �Sri4____ Telephone#:/2pt,I e cff) ax#: /fl q/,CJ',�4r ( •,( S E-Ma3: �jNieo fVT�-vC ueYlarf hw I Tt�lr,( A RXCMAl e_AD P_ .0!1 '.1 © _ �. fVr v cof'10• c_r'leW _lic U Name of Persons Responsible for Installation&Maintenance of Erosion Control Practice: AAA ,_,� A„y,, c yu c t yt�,,r, C,,N�'y-s 1_ Address•e,e N icb v • _Ssd if li 1•"�` �F' 1 •lGew" Sit.qr 1�`y (1 stem/ /4Va. )4 f `gf tom. h.y• t • Telephone#w:z9 4514o Fax#y 7-.4 if 5 Li 15''•I [' 1 �( �J)(o E- Mail Yl(UOfYGt l`9' live nortin r. cowl ��e ��G pV� N� ld h+l � ._ _ t Pro l A Parcel nU t p 4__G andlo mound Did Cb�9 e'21 a G ,,,1- • oil -- - - -- _r.(cLlh.A:t^-�t2K1_ h d_�x _ � ) (SF./Aures) (SF./Atlas) !L! � .{J . Project Duration: Start 1 End r�! (Anticipated) S/�o Date: I 1/Ii Date: gy'� (NtuntmofCetendarOays) •• _. ---.. Will this Project Disturbe five(5)or More Acres at - ��y�y Any One Time During the Proposed Development? Yes No -- If YES:Please Answer the Following! a. Does the Applicant have a Qualified Inspector On Ei r• 1 Staff To Conduct the Required Inspections? Yes No • b. Does the SWPPP Indicate How Frequently the Site 1--1r1 List the NAIIES or description of all Potentially Impacted Waterbodies and/or Wetlands Inspections will Occur and for What Period of Time? Yes No _ . t_reepti l S'___a __ • c. Does the SWPPP Adequately Identify All Temporary [—I E• 7 .._.____ __•._ and/or Permanent Soll Stabatization Measures? Yes No d. Does the SWPPP Adequately Identify a Complete F-1 rI ------___...-__._.•.._.._.-...._---..__•----__...----_--------- Project Phasing Plan? Yes No Status of Impacted Waterbody:(eg.TWOL,303(d)Listed,Impaired...) e. Does the SWPPP Indicate Additional Site Specific F7 1— 1 Practices that Will be Utilized to Protect Water Quality? Yes No f. Has the Applicant Submitted a Completed DEC Notice Type of Impacted Waterbody:(eg.Lake,Creek,Say,Pond,Sound,Freshwater Wetland..) r Of Intent and SWPPP Acceptance Form for Review 1 n• i �� b the Town of Southold? Yes No STATE OF NEW YORK, p ' COUNTY OF..a\ :.CC:( '�"t— SS That I, "lb i g a �'we)4 being duly sworn,deposes and says that he/she is the applicant for Permit; (Name of individual signing Document) fi . ,Ike. it„j_ And that he/she is the (Owner,Contractor,Agent,Corporate Officer,etc.) - Owner and/or representative of the 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 herewith. Sworn to before me this; - • ..Y.-41.77.°. ArICMAP, ,20-1Z? .--T0444AtriA Notary Public . .... ' t:. ` of New York No. 01R16042467 (Signature of Applicant) SWPPP Assessment FORQuatifisd in Suffolk County Commission,Expires May 30, . , 2-6)(-/ . Dec 09 12 04:45p p.2 ti Nx4 if 44.....Lb 0€ to%•,. Town Hal!Annex l i *: Telephone(631)765-1862 - 54375 Main Road ; {ql)76�� r P.O.Box 1179 Q , roger.richertro`wn.soutnof:.ny.us Southold,NY 11971-0959 ; t�� Ale `��'�t ' BUILDING DEPAIIIMENT • TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION 4 - J - . REQUESTED BY: mi ckoe l Lechav d f Date: 14f 10(1 a. Company Name: Ca(+- -k i in-/Yc(._ Tit)C. Name: L . . t . License No.: f 6( — /IF o rn' Address: (t✓( O, i sr'c7r- 4u Svi jr/07 Lam; loiak /4. 117) d 1 Phone No.: SIG- ( Ib --f&-1 At-/ JOBSITE INFORMATION: (*Indicates required information) *Name: McMci 4?Sicteofe *Address: 77,), -- ojScev kohl Ai c,, vG ,, 2 a/cf j M 5 *Cross Street CIea-torr LphP *Phone No.: Permit No.: ?7c41 . Tax•Map District: 1000 , Section: t Ig - _ Block: 0 L Lot l7S- *BRIEF DESCRIPTION OF WORK(Please Print Clearly) . ilifev C S.f irdG f�'ch &44,1111i 'rte tie i t)ncI -P iii-t - 00 'tom 1 'e d e I., • (° ±i Ica l +c L.�P4. ((W0 c&? Foot- 1kirfertha r , (Please Circle Ali That Apply) *Is job ready for inspection: YES/ C)) Rough in Final *Dayou need a Temp Certificate: f NO - Temp Information ed} *Service Size: 1 Pha 3Phase 100 150 200 30 350 . 400 other *New Service: Re-connectnderground Number of Meters Change of Service Overhead Additional Information: — PAYMENT DUE WITH APPLICATION �6--6 l 82=Request for Inspection Form y ro-v.,'N OF T U .r PROPE7 TY RECORDCARD i d..-, / cI // .- .3- �'X "7'�� • � � f OWNER STREET ` VILLAGE DISTRICT SUB. LOT r'm D--(-4Q - i• * &C helle_ L. Li FORMER OWNER --- N.._ _ rir)c-yrib au s /v,ii. �i�.s 'u Stn Q`�" E. .'C a u 2 -., 1) ACREAGE 1 TOIL, t�v�� , Jvri \/ s s l mal , f"� ��7 � a s W TYPE OF BUILDING a ;ES,,?/OL. SEAS. 1 VL. FARM COMM. I IND. CB. MISC. � "� LAND IMP. TOTAL DATE REMARKS /1` 47/5V6-iv '�1,...., �'O ADD - L,.;-'6 5 71,4 5s _ ./ --a- :% ; ,, cam':'' 02 _ -.:1), Pert, 8,:'ra ill)/. A,,-. - , P ` ra m c- 0 4 :31 '/`7/ ` a4-3 5- Cnonsf, teIDaia- �, c ce Dock Adolf 74<<},,, to r y -37/1 /7gaA/97-L I Ig57ORs -Rohnsnn, ?5-(. 6o corwa) v✓i- L/3 r 2. 7c 1o/V o /0 O O Qf c 6 O — '/ 3/P5 ` 4/ ., :a P. V/ i � (JajiJr' V011 •2 ' ' � /a 9©o _5 � � it-06) / / , 1fff-. Cor • 1-0 evy-C u ra-ir- NEW _ NORMAL BELOW ABOVE le 0 fr ` / '' ..." Farm Acre Value Per Acre Value 2-/i 9110 L't n 3 SD 79D- _o ilrr ci �l Il3Cr5 cv_ , e2__ Ilab.le 1 liable 2 liable, 3 oodland ampland [ Ashland >use Plot `® ,�, al �, ' rr ' I/ ,a33 i . r -• i. ;1 �,,, I® mo • ,1111 . 1 '...".' __I.?' 'Iit, -,.: - fat ,•'-t.. 1 ;, . 7,-;4‘ li 1 `-'' -.. 4R4 , 1 C---. .,,l--- P ' 6"..;4A-Ve.,./hi re riz/4,1 V r I 4R62 — I ® ' �h�� , 66'dea,444" 798....„,,.., , ee.,,,,„.) ,..,, ..,..„, r j $ -___".7^..- ",_ �� y v0 i �`\`.��� rry� , �e l' 0� YI�I� �:f 1 oil "`.I 1 I� 54:- 1;•c t-/ Iv , _ . .l h�. �,i� � { Jt,� 11 1J go�0 us�` iLFb9 • \ � / t ,..,;•,--,=.2-_,-..w-;1----6-1,-,-,-. �... rev++i G—,t.-. --,,,...,-,-2E,_--,:.x3 q , 1: rt.-8 �I `��� G, B S ` c^ - A. 5 - r 4„,-_,.....,,, •-:.„r.:;•-_,,)•.' ,---,•."" .., ••, ,,,, 7, :;,,,,,T,'-„,,.t:1*,' . ' "1:1)(Iti [ .3/08 - 25)f.. . 'r•3' -.c b 3AC.:,i trl __r • / y �!� +i Yom- '/ M. Bldgs �9�t' ! _ /2 7� I So I (/(�G Foundation /3 - Bath } sY•ly-Gi Extensio 4-�1r' � �� j'1:3--- /9/ 9 Basement Floors 7-7 L E Extension �1 - Ext. Walls Interior Finish z. p' 1, i :A,u o v 57,.{A,,;� U/a/Z 6j �4,,7s '4/ Pt.- 5 2.0p Fire Place / Heat p7-/ � r� •.��/ ofd Nesse l z r"u� --25&\,_, / — bec ne opt setmii, ,e SBx/l=la3�gZ� .Z5 - Z3Z Porch Attic -- - _ - - - :,...ic�:�Iwime L��' �- Porch Rooms ]st Floor Bceezewey /1 or • Patio Rooms 2nd Floor ;lLs I.r:' /22 l/ Ga ie e/ / ,y 3 .:-.:6P4 ,e - Driveway 5c,u L,ee, /0 ('i,.' 300 Z.op rpoc _ vi 647.41,4.1.4-)eTC. I-41-0-119,',/ - I I io,8 6. 98. .4^6. _Al I__. S A M U E L S & STEELMAN October 2, 2012 Southold Town Building Department Town Hall Annex Main Road Southold, NY 11971 Re: THE McMANUS RESIDENCE 7725 Nassau Point Road, Cutchogue, NY 11935 SCTM # 1000-118-04-05 This project includes the demolition of an existing house and garage and the construction of a new two story house with attached garage, together with a new sanitary system. Attached documentation includes the following: 1) Building Permit Application 2) Four (4) sets stamped Construction Drawings 3) Survey 4) Red-stamped SCDHS permit 5) Southold Town Sanitary permit 6) Southold Trustees permit 7) NYS DEC Letter of Non-Jurisdiction 8) Erosion, Sedimentation & Storm-Water Run-off Assessment Form 9) REScheck Version 4.4.3 Compliance Certificate 10) Application for Certificate of Occupancy w/check for $23'.5D 11) Check for $200 , Please review the enclosed and get back to me with any questions. If application is complete, please prepare a BUILDING PERMIT, and contact my office with a total fee for same. As always, I appreciate your efforts. Sincerely, TA4/14,0663 Thomas C. Samuels ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 �•,%OF SOUjyo Town Hall Annex 1 l Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 cia P.O.Box1179 ; G Q % Southold,NY 11971-0959 August 26, 2014 BUILDING DEPARTMENT TOWN OF SOUTHOLD Timothy & Michelle McManus 54 Sutton Place Rockville Centre NY 11570 Re: 7725 Nassau Point Rd, Cutchogue TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fe- :. - • —_` Final Health Department ApproVal. P U • _ -- - - e. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) , Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT – 37591 – New Dwelling / 0 Auk SOUry0lsr 0 Town Hall Annex ; Telephone(631)765-1802 54375 Main Road ; N Fax(631)765-9502 P.O.Box 1179 G 4:1 (1� Southold,NY 11971-0959 ` �� a � May 4, 2015 • BUILDING DEPARTMENT TOWN OF SOUTHOLD Timothy McManus 54 Sutton Place 4-7( Rockville Centre, NY 11570 Re: 7725 Nassau Point Rd, Cutchogue TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. • /Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 37591 — New Dwelling El %+".�U..9+ (I V Q�El.,d � SITE DATA REVISIONS:7 16 SEPTIC PROFILE i _ x V��a®� IN�pE�°{®" �IbQU RED - k° �� S,G7ME 1000-118-04-05 2 L_L, UFE°Co.C =EAL iHa�:,yRVII(N.T.S.) I���A"'��► SYEM F CE i f,sTEW4TER MP(ROP` RTY 7725 NASSAU POINT ROAD BY LTI� �pARTMEN� .. — x--x---�-----ADDRESS CUTCHOGUE, NY 11935 BUILDING WALL ( EL 1425 PT s _Y_ OWNER: MICHELLE&TIM McMANUS GRADE LINE ELEVATION I'i5 FT. I54 SUTTON PLACE ,/— GRADE LINE ELEVATION I'1.5 FT. ROCKVILLE CENTRE, NY 11570 �, I' MIN. 2' MAX. . I/4°/FT. I ENGINEER®S CERTIFICATION REQUIRED. SITE: 39,131 sf = 0.898 ac 1/8°/FTTOP OF POOL 16.15 FT. CERTIFICATION ZONING: RESIDENTIAL 40(R-40) SEPTIC I SUBMITP.E. OR R.A. SURVEYOR: NATHAN TAFT CORWIN III W n TANK POOL FOR{NISTA-LATION N CONSTRUCTION PO BOX 16 i L IE. +1654' IE. +15.8' BOT OF POOL 8.15 FT. } JAMESPORT, NY 11947 IE +165' IE. +15.'12' ®F_ __.___ �. L~L a GROUND WATER ELEV +1.5 FT � I�LI�. � �--. � � LICENSE# 49273 Z 12'-0' 81-0° 3' MIN �, FOR FINAL APPROVAL. US ORM M-073. DATED 3/27/12 6%\ ,. ��� l � LOCATION MAP o PUBLIC ✓ ®��Vecte a e`' Creek ogrera �� ®�� ��C�' EXISTING:::: ::::l::T0 %ISTING LCHING / / Altu) 3 �� ®%L•C0 �iOO, `�p�SP GLEANED OUT AND CONVERTED TO HOLD A NEW SEPTIC LIFT °� �� e:. e. ���velik Zo ni_ reI._0 �� �� SON (1. -Ti--Y-15SITT 1�4NT# 511652. THE EXISTING SEPTIC ��° 4139, /j' 4 O Q. ����' „S LINE FROM THE BEACH HOUSE AN OBE CONNECTED TO o �+ PeeonieBay111 N� THE NEW SEPTIC LINT STATION. THE'L FLUENT PROM THE m ® �! BEACH HOUSE CABANA TO SE PUMPED UP TO THE�IEIN SEPTIC < 'A� j'� 5Y5TEM THROUGHTHE PI20P05ED IDENGEmID N. 7-' \ ' 6 5 D NGE5EPTIGLINE PROMLIFT 5TAT10 „ ; IsWO/F EXISTIN REI E A TO NEW SEPTIC SYSTEM _ GROIN /- 16 Atli 6ALICE EAth LS C.iUINN GARAGE TO BE REMOVED m ' N I i / -- r °dam ow -// , , ....0#2°369.�2�• \ ,g1S1 I 6 y �1 DRPYWELL •� � y ���r — . +\_ExISTING 0•410111.110. i + � .� m ... as z. b •�- oaf %r�„ --•_- 111111111 WOOD W a w~ Or-� I •--�•� r - ---•-•.SED RESIDENCE .00' Cc $ STEPS �M / �° I Q a Z I1-3 1 -� i $ ' o.ptNISNEOPs, f �a�WA GROIN N 6,0� \1 11111111111111111 0 C) w •a 1 % `T 1 _ Like% �li �\*\ I 1 1 p TEST HOLE til �Eg / L - �' - I I I�I QQi v BY MARK McDONALD GEOSCIENCE - i II 1', mn NO SCALE SOUTHOLD,NEW YORK 11971 a 1-. g O Hp FST1 I I� I , "�, (I TEST HOLE DATA(4/5/12) ELEV+17.5' OF NEW../ v,° � i, �C/.�./ AY/is 4S /US `� ® L _I\ DI I�I � I o,.0 z�0 1.0 FT. DARK BROWN LOAM OL �C-C-r�C. p,� '0 ''. d R,��U/� lll�j t _ / I I x bi 4.0 FT. BROWN SILTY SAND SM ' ov* .4G� `.1 4i 1 iZ /�/S EXISTING �pc hi 1 100 Ifiltri GROIN � 9 FT. PALE BROWN FINE SAND SP Z . ;;r I- II-Ir✓im. %. 4- Na DRIVEWAY, ' _ _ J p,GK II I ►-� 2 �_,, IIS + i 4101 `� III' 14 FT. PALE BROWN SILTY SAND SM ! ul� `lB N V \.A► y �- �x o 16 FT. PALE BROWN FINE SAND SP f ' I g_ ��^ -•�-93.31 ,, WATER IN PALE � '+� mt EXISTI -�/ 1, I� IP •._• ....•• 23 FT. BROWN FINE SAND SP ��� p1 `.1 `a ' PUBLIC o I WELL ® --•� \ COMMENTS:WATER ENCOUNTERED 16.0 �' 7= Y1A�R D (I IGATION) •� t1t `LOCATION OF EXISTING SANITARY BELOW SURFACE,ELEV 1.5 L►r.� 1202 METER ............0100° SYSTEM TO BE REMOVED � � UT . I,o •� - TS VAULT I :v: VERIFY I "= •�•� NEW UNDERGRO ' HOLE -ROPOSED NEW SEPTIC SYSTEM SUFFOLK COUNTY-. DEF�ARTe1t1�ELIT®F HEALTH SERVICES DATE: 5-8.12 WATER LINE FROM EL +11.5 FORA 6 BEDROCM RESIDENCE AND SCALE: 1"=40'.O" LOCATION I g 82.00'00 W BEACH HOUSE GA3ANA I PERMIT FOR IPPR®VA@,OF CONSTRUCTION FOR A PUBLIC WATER MAIN - 2000 GAL SEP'�IC. TANK (5T) SINGLE FA 1LY RESIDENCE AND AT ROAD TO SHEET TITLE: - (5) 8' DIA x 8' H16H LEACHING POOL (LP) WO/P RESIDENCE - FUTURE LOGATIC?N FOR (2) 8' DIA x 8' uNDERtsRouNi) 8 T 6REDIGK HIGH LEACHING POOL (EXP) __.__f- ,,_U( _y SITE PLAN $. PUBLIC PUBLIC WATER WATER DATE _qJ / MAIN H.S.H � ��e�° e �'a � L'<��l a��D�. ,per, LINE APPRO ED -4.../.../.. (_ ��.►r`% SHEETNO.: CLEAR' TER SITE PLAN Abandon ent Of existing sanitary system elst be in TOTAL y 11A:Dit7R0071A_ Cf: FUEL SCALE: 1 =40'-0" c0mf®rm�ee with departTent requirement Submit EXPIRES THREE YEATE®�APPRr%VAL rr WATER cQ .+pIete;d r1wmss o_ s',;:".n _a.b......w,,, SCDHS SUBMISSION _/ r. R :. ' 3 5 11it dr • 'N''s-N\ 11 bl ii 0M „.„,,. r , „ , :1' . Ns :\NNN ' ' / . J �S . . r/ /, , , ! ,,, :._ ''', ' , _ 1 44'01: w , .,. .... i , • ' 'T.:'''_.__ J k‘1" , , , ....... ,. r.. , ...1 . . , . ... MOI/ - 1 ill II i. a ill, nopm, = --Amr-:', l' 1 ... .. . ._ . IL a . ..... . . . , . . . , .. ... , . • . t, ....,.. •• ••• _ I • ii .•••1, 4 11 , I r. Jg 1r \ - , -\• . �,` P7\:- -`�'. . ,., _40•11\ . ti .. . f � 1! .:a ._. \,../,,,.,,,z,,.,,,,,,,-,,,,,,,,,..\,. , 1 '1 - . ,. v.er• ip,,,,-.,. .........., ., i • .. ' rte,! I.i►... • � .,� , .,•�. w X w. k Pr‘;/ - , i - l'it!lk . I a ...., I i} 1\\1 , ;c., .� . :�►. . _ ill I 4. . 4 r t Illilig16 ; ..1111111.1. -4111101001 i REScheck Software Version 4.4.3 Compliance Certificate Project Title: McMANUS RESIDENCE Energy Code 2010 New York Energy Conservation Construction Code Location. Suffolk County, New York Construction Type Single Family Building Orientation: Bldg.orientation unspecified Glazing Area Percentage. 18% Heating Degree Days 5750 Climate Zone. 4 Construction Site: Owner/Agent: Designer/Contractor: 7725 NASSAU POINT ROAD MICHELLE&TIM McMANUS Tom Samuels Cutchogue,NY 11935 54 SUTTON PLACE Samuels&Steelman Architects ROCKVILLE CENTRE,NY 11570 25235 Main Road Cutchogue,NY 11935 631 734 6405 Compliance.Passes using,UA trade=off ,.r , Compliance 16.8%Better Than Code Maximum UA:984 Your UA•819 The%Better or Worse Than code index reflects how close to compliance the house is based on code trade-off rules , it DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or Door Perimeter U-Factor • ' Floor 1 All-Wood Joist/Truss Over Unconditioned Space 3070 30.0 2 2 - 92 Ceiling 1.Flat Ceiling or Scissor Truss 2885 30 0 2.2 95 Ceiling 2 Flat Ceiling or Scissor Truss 185 30.0 2.2 6 Wall 1.Wood Frame,16"o.c. . . 220 21 0 2.5 10 ' Orientation Unspecified ' Door 1 Solid 20 0 320 - 6 Orientation.Unspecified Wall 2 Wood Frame,16"o c 311 21 0 2 5 14 Orientation.Unspecified Door 2 Solid 20, 0.320 6 Orientation Unspecified ' Wall 3 Wood Frame,16"o c 134 21 0 2 5 5 ' Orientation Unspecified Window 1 Wood Frame Double Pane with Low-E 40 0 320 13 SHGC:0.00 , Orientation Unspecified Wall 4 Wood Frame, 16"o c 109 21 0 2.5 5 Orientation Unspecified - Window 2 Wood Frame.Double Pane with Low-E 11 0 320 4 SHGC:0 00 Orientation Unspecified ; Wall 5•Wood Frame,16"o c - 142 21.0 2 5 5 ' Orientation Unspecified Window,3 Wood Frame•Double Pane with Low-E 3 0 320 1 ' SHGC:0.00 Orientation Unspecified Window 4:Wood Frame'Double Pane with Low-E 3 0 320 1 SHGC:0 00 Orientation Unspecified - Door 3:Glass 42 0.320 13 SHGC.0 00 Orientation Unspecified Wall 6 Wood Frame, 16"o.c 212 21 0 2.5 8 Orientation*Unspecified Window 5 Wood Frame Double Pane with Low-E 42 ,. 0 320 13 Project Title. McMANUS RESIDENCE Report date: 08/27/12 Data filename \\Samuels-server\office\Common autocad files\ACTIVE PROJECTS\McManus\Energy Calculations\Energy Calculation rck ' Page 1 of 4 SHGC.0.00 Orientation.Unspecified Wall 7:Wood Frame, 16"o c 159 21 0 2.5 7 Orientation.Unspecified Window 6•Wood Frame Double Pane with Low-E 21 0 320 7 SHGC 0.00 Orientation Unspecified Wall 8 Wood Frame, 16"o c 129 21.0 2 5 6 Orientation:Unspecified Window 7 Wood Frame Double Pane with Low-E 11 0 320 4 SHGC.0.00 Orientation.Unspecified Wall 9 Wood Frame,16"o.c. 91 21 0 2 5 4 Orientation.Unspecified Wall 10•Wood Frame, 16"o c 47 21 0 2 5 2 Orientation Unspecified Wall 11 Wood Frame, 16"o c 91 21.0 2.5 4 Orientation Unspecified Wall 12 Wood Frame, 16"o c. 47 21 0 2 5 2 Orientation Unspecified Wall 13.Wood Frame, 16"o.c. 233 21 0 2 5 8 Orientation:Unspecified Window 8 Wood Frame:Double Pane with Low-E 11 0 320 4 SHGC 0 00 Orientation Unspecified Window 9.Wood Frame Double Pane with Low-E 20 0.320 6 SHGC 0 00 Orientation.Unspecified Window 10•Wood Frame:Double Pane with Low-E 10 0 320 3 SHGC.0 00 Orientation.Unspecified Door 4 Solid 20 0 320 6 Orientation.Unspecified Wall 14.Wood Frame,16"o c 234 21 0 2 5 11 Orientation.Unspecified Window 11.Wood Frame Double Pane with Low-E 12 0 320 4 SHGC.0 00 Orientation Unspecified Wall 15.Wood Frame, 16"o.c. 440 21 0 2 5 19 Orientation Unspecified Window 12 Wood Frame•Double Pane with Low-E 7 0 320 2 SHGC.0.00 Orientation.Unspecified Window 13•Wood Frame:Double Pane with Low-E 18 0 320 6 SHGC 0 00 Onentation Unspecified Window 14 Wood Frame.Double Pane with Low-E 18 0 320 6 SHGC 0 00 Orientation.Unspecified Wall 16•Wood Frame,16"o c 357 21 0 2 5 16 Orientation.Unspecified Window 15.Wood Frame•Double Pane with Low-E 7 0 320 2 SHGC.0 00 Orientation-Unspecified Window 16 Wood Frame•Double Pane with Low-E 32 0 320 10 SHGC 0 00 Orientation Unspecified Wall 17 Wood Frame,16"o.c. 563 21 0 2 5 17 Orientation Unspecified Window 17.Wood Frame Double Pane with Low-E 4 0 320 1 SHGC.0 00 Orientation.Unspecified Window 18 Wood Frame:Double Pane with Low-E 89 0 320 28 SHGC 0 00 Orientation Unspecified Project Title. McMANUS RESIDENCE Report date. 08/27/12 Data filename \\Samuels-server\office\Common autocad files\ACTIVE PROJECTS\McManus\Energy Calculations\Energy Calculation.rck Page 2 of 4 • Door 5 Glass 54 0 320 17 SHGC.0 00 Orientation.Unspecified Door 6•Glass 30 0 320 10 SHGC•0 00 Orientation:Unspecified Door 7 Glass 30 0 320 10 SHGC 0 00 Orientation:Unspecified Wall 18 Wood Frame, 16"o.c. 457 21 0 2 5 18 Orientation Unspecified Window 19.Wood Frame Double Pane with Low-E 47 0 320 15 SHGC.0.00 Onentation Unspecified Window 20 Wood Frame Double Pane with Low-E 23 0.320 7 SHGC 0 00 Orientation*Unspecified Window 21 Wood Frame Double Pane with Low-E 23 0 320 7 SHGC.0.00 Orientation-Unspecified ' Wall 19•Wood Frame,16"o c 40 21.0 2 5 2 Orientation Unspecified Wall 20.Wood Frame,16"o.c 109 21 0 2 5 3 Orientation*Unspecified Door 8 Glass 51 0 320 16 SHGC.0 00 Orientation.Unspecified Wall 21 Wood Frame,16"o c 128 21 0 2 5 4 Orientation*Unspecified Door 9 Glass 40 0 320 13 SHGC:0.00 Orientation*Unspecified Wall 22 Wood Frame, 16"o c 273 21 0 2 5 8 Orientation•Unspecified Window 22 Wood Frame Double Pane with Low-E 36 0.320 12 SHGC 0.00 Orientation*Unspecified Window 23.Wood Frame Double Pane with Low-E 36 0 320 12 SHGC:0 00 Orientation.Unspecified Window 24 Wood Frame Double Pane with Low-E 36 0 320 12 SHGC 0 00 Orientation*Unspecified Wall 23•Wood Frame, 16"o c 223 21 0 2 5 6 Orientation*Unspecified Window 25 Wood Frame Double Pane with Low-E 32 0 320 10 SHGC 0 00 Orientation*Unspecified Window 26•Wood Frame•Double Pane with Low-E 32 0.320 10 SHGC 0 00 Orientation Unspecified Window 27 Wood Frame Double Pane with Low-E 32 0.320 10 SHGC 0 00 Orientation.Unspecified Wall 24.Wood Frame, 16"o c 549 21 0 2 5 21 Orientation Unspecified Window 28 Wood Frame Double Pane with Low-E 40 0 320 13 SHGC 0 00 Orientation Unspecified Window 29.Wood Frame Double Pane with Low-E 11 0 320 4 SHGC:,0.00 Orientation Unspecified Window 30 Wood Frame.Double Pane with Low-E 11 0.320 4 SHGC 0 00 Orientation.Unspecified Project Title: McMANUS RESIDENCE Report date 08/27/12 Data filename*\\Samuels-server\office\Common autocad files\ACTIVE PROJECTS\McManus\Energy Calculations\Energy Calculation rck Page 3 of 4 Window 31.Wood Frame Double Pane with Low-E 59 0 320 19 SHGC.0 00 Onentation Unspecified Wall 25 Wood Frame,16"o c. 446 21 0 2 5 19 Orientation.Unspecified Window 32:Wood Frame.Double Pane with Low-E 14 0 320 4 SHGC.0 00 Orientation Unspecified Window 33•Wood Frame.Double Pane with Low-E 7 0 320 2 SHGC:0 00 Orientation.Unspecified Window 34•Wood Frame.Double Pane with Low-E 7 0 320 2 SHGC 0.00 Orientation.Unspecified Window 35.Wood Frame Double Pane with Low-E 21 0 320 7 SHGC 0 00 Orientation:Unspecified Wall 26:Wood Frame, 16"o.c. 233 21 0 2 5 10' Orientation.Unspecified Window 36 Wood Frame Double Pane with Low-E 7 0 320 2 SHGC.0 00 Orientation.Unspecified Window 37:Metal Frame•Double Pane with Low-E 32 0.320 10 SHGC:0.00 Orientation Unspecified Wall 27 Wood Frame, 16"o c 233 21 0 2.5 10 Orientation.Unspecified Window 38•Wood Frame.Double Pane with Low-E 13 0 320 4 SHGC 0 00 Orientation Unspecified Window 39.Wood Frame Double Pane with Low-E 13 ' 0 320 4 SHGC.0 00 Orientation Unspecified 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 3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist Name-Title Signature Date • Project Title- McMANUS RESIDENCE Report date. 08/27/12 Data filename.\\Samuels-server\office\Common autocad files\ACTIVE PROJECTS\McManus\Energy Calculations\Energy Calculation.rck Page 4 of 4 Window 31 Wood Frame Double Pane with Low-E 59 0 320 19 SHGC.0.00 Orientation.Unspecified Wall 25:Wood Frame, 16"o.c. 446 21.0 2 5 19 Orientation Unspecified Window 32 Wood Frame Double Pane with Low-E 14 0.320 4 SHGC:0 00 Orientation Unspecified _ Window 33:Wood Frame:Double Pane with Low-E 7 0 320 2 SHGC:0.00 Orientation.Unspecified Window 34:Wood Frame:Double Pane with Low-E 7 0 320 2 SHGC:0.00 Orientation Unspecified Window 35.Wood Frame.Double Pane with Low-E 21 0.320 7 SHGC.0 00 Orientation:Unspecified Wall 26:Wood Frame,16"o c. 233 21.0 2.5 10 Orientation.Unspecified Window 36•Wood Frame•Double Pane with Low-E 7 0 320 2 SHGC 0 00 Orientation.Unspecified Window 37:Metal Frame.Double Pane with Low-E 32 0 320 10 SHGC:0.00 Orientation.Unspecified Wall 27 Wood Frame,16"o.c 233 21 0 2.5 10 Orientation:Unspecified Window 38 Wood Frame.Double Pane with Low-E 13 0.320 4 SHGC.0 00 Orientation.Unspecified Window 39 Wood Frame Double Pane with Low-E 13 0 320 4 SHGC.0 00 Orientation.Unspecified 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 3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist Name-Title Signature Date Project Title McMANUS RESIDENCE Report date 08/27/12 Data filename \\Samuels-server\office\Common autocad files\ACTIVE PROJECTS\McManus\Energy Calculations\Energy Calculation.rck Page 4 of 4 SURVEY OF LOT 59 AMENDED MAP A OF NASSAU POINT CLUB PROPERTIES , INC . FILE No. 156 FILED AUGUST 16, 1922 SITUATE NASSAU POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 118-04-05 SCALE 1 "=20' MARCH 27, 2012 NOVEMBER 29, 2012 ADD PROPOSED HOUSE JANUARY 14, 2013 FOUNDATION LOCATION AREA = 39,131 sq. ft. -!-� 0z (TO BULKHEAD) 0.898 ac. � ri N m c < m ��� z ,e.; x o � 111�'� x gv A y v 4° 1 m `�� f 1446 � Q is GROIN GROIN 91--trtul •' `°�°o`N°�° E EVANS QUINN 339•2 I Z ____• . ------ FOUND S E1LIC FOUND cp�S• I -- N C\ MON. I x 1..W. . to� ,;)1// fit" 0 LOT 58 18.4 . FENCE I 1 I / / IL r^' .�• o X8.8 �.--• w X 18.7 I �-I ——•—,�,i f'—■STpCKADE FENCE I u m X I I I I' I 1 J FENCE �_ FENCE 1� I I I I I :2. 0, , PI CHANGE 1.0'S. I I I ?in 1-.5 WINDOW WELLS " w ' w X c. -T1 ___.— ►' w w w w w �s, 18.3 1 1 1 ;- II 7% u WOODS CHAIN UN w w 11I•' 12.9' i1• vea' DO99 E u105.8u �� 11 l y b 9.7 ` J4. i N B2 195.2' _— IT_—— / :16711,4086-:.\ IIIII�IQIIILII I GROINe • __ Nl. • , r-n _ 0 R Fa zm e' —_ — —' ONC ETE OUNDATIOX18.5 �/ I� IIS IN CONC. MFOUND Oi:• b- __—_ XBZ / IIF ��nYoII x• —� — __ 1I�,I1I o1 p= 0 , 0.7 SFEtiCE0.7_E.—____ X18.1I1I1111III � _ I,m,.. 60.8IseEgor2 II1i _\ 75' IITill ' i �10.3' I1IIIIIIIicZi0 X // 1I1I111111 __- A V` e• LOT 59 �� __ / II I 1 II aJ 10.3' IIII 111 I T.c�—_ 103__ 7 I+�1 I I 1 I ' IAN'P ___ i -1 - 181 I ' GROIN • �, — Ppb oL co � ® \ 50.6 wA../-6 X1Z.8 -1-7-"3x it IIII I I 1 I H P� EfAL f 3.3' w u 1 I I 1 1 1 1 I ,ix.,., o7KN• i e. . I n1. •• i ,+ARES \ CpVER� vo w WINDOW WELL I No FLAG WALL ._•.::--•---:;:,2 m Z OVEN • I BASEMENT I 1°' 1.7.2\ /7-4 0.2'N. m '..' m _ i POLE e m I x �1/. \ • \ F 1 04-MANCE I Jo I FENCE FOMON. 002 ti" m N= ~ CI -n 1.°5" 1 i 1.0'N. ".'1 ti Q . 1 � z • _ " 1LSI 0 393,31 m IBES • • — . POLE v co* H Z I �0 W � 148A �'p � _ ; �•i WOOD WALL e•. CHAIN LINKFENCE. 1._________ PREPARED IN ACCORDANCE WITH THE MINIMUM _�,�•� WpLL STANDARDS FOR TITLE SURVEYS AS ESTABLISHED WELL —_-�-�— O.L FOR SUCHBY THE I USE BYNTD APPROVYORKNSTATE D ADOPTED LAND :I. ' —— TITLE ASSOCIATION. ♦ ofr"E �s .. . 0O LOT 60 �k *(KF 0�, ,' i. \ 0.3.N. 0.2'E. cC t'E e., If/ FOUND MON• ERV OIREDICK 1 -` ,' e , CONC. ROB e FENCE 62-6°°9°°' n O„ `t1 /, ~ Y G. • • 5.9'S. 8 L•o o'O Y`, `o 04 a , S NOTES: TO N.A.V.D. 1988 DATUM 6e`�tA,D S 1 . ELEVATIONS ARE REFERENCEDN.Y.S. Lic. No. 50467 r o EXISTING ELEVATIONS ARE SHOWN THUS:5 o 1 p UNAUTHORIZED ALTERATION OR ADDITION or EDUCATION LAW.EXISTING CONTOUR LINES ARE SHOWN THUS: — — — — — 15 — — — '- - TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE m Nathanathan Taft Corwin HI F.FL. - FIRST FLOOR COPIES OF THIS SURVEY MAP NOT BEARING T.B. - GARAGEOPF BULKHEAD THE LAND SURVEYOR'S INKED SEAL OR SI Land Surveyor T.B. - TOP OF BULKHEAD EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. EB.B. — BOTTOM OF BULKHEAD -1-3-1:ll\v1 T.W. — TOP OF WALL ONLY CERTIFICATIONS INDICATED HEREON SHALL RUN B.W. — BOTTOM OF WALL ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TOC THE Successor To: Stanley J. Isaksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. Ingegno L.S. LE 1 ., 2. FLOOD ZONE INFORMATION TAKEN FROM: LETONDING TTHE ASSIGNEES OF THE LE DION LISTED ENG,INAND1- Q FLOOD INSURANCE RATE MAP N o. 3610 3 C 0 5 0 2 H TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS BASE FLOOD ELEVATIONS DETERMINED AND/OR EASEMENTS OF RECORD, IF 1586 Mnin Road P.O. Box 16 ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 32-015B SURVEY OF LOT 59 AMENDED MAP A OF NASSAU PONT CLUB PROPERTIES , INC . • SUFFCLK COUTY DEPARTMENT OF HEALTH SERVICES FILE No. 156 FILED AUGUST 16, 1922 • SITUATE _APPROVAL OF CONSTRUCTED WORKS FOR NASSAU A S S A U P O T�o T T A SINGLE FAMILY RESIDENCE 1�1 POINT 1 pato AUG 3 2Qt H.S.Rif.No. t�10 — 1 i._ 32./ TOWN ® F S® U N ® L D Tho selvage dicpc:aI and v atcr cu7pty facilities at this location have been inspected and/or certified by this Department or other agencies and found to SUFFOLK COUNTY NEW YORK be ^istactcry FORA MAXIMUM QE 8 BEDROOMS. S.C. TAX No. 1000- 118-04-05 /000- 1 1 8-04-056 .1u t.-........, SCALE 1 "=20' bti'a,tcr..�Ii:bert,15` ;'L�-T;iri!' MARCH 27, 2012 �_..�.Gt �`of�v � ,b,;E►P��4r acy;slent._._ ..___ 1 NOVEMBER 29, 2012 ADD PROPOSED HOUSE JANUARY 14, 2013 FOUNDATION LOCATION DECEMBER 6, 2013 RELOCATED CABANA - N DECEMBER 18, 2013 FINAL SURVEY 0Z MARCH 27, 2014 LOCATE CABANA AS MOVED rn JULY 2, 2014 CORRECT SEPTIC SYSTEM MEASUREMENTSrn o ^ =o JANUARY 23, 2015 CORRECT WATER AND SEWER LINE LOCATIONS FROM CABANA `" m FEBRUARY 25, 2015 CORRECT LOCATIONS OF WATER LINE TO HOUSE AND SEWER LINE FROM CABANA r foo JUNE 10, 2015 REVISED TO OMIT DRYWELL ON BY FRONT PORCH THAT WAS NEVER INSTALLED �,, XI�-i r oo C 1 2'0 0 i y GROIN GROIN AREA = 39,041 sq. ft. om �m?=1�1 ,.7 N. F � J� ___ � (TO BULKHEAD) 0.896 ac. te ALICE EV NS QUINN 387 4�N- Go2s. z Z • �' ,11 FENCE MON 111 O S a H 0.5.S. o 058) = -:• FENCE Lp T ��„�,. ^� 1 4'S. �� 1 m CKADE FENCE �. ^^.�^ v 5 . 0 z ST��—: •^ ^ ^^^^ ��..v�v 12 6 L 111 Co n r m —.—��• ^MET��v W�� S FENCE ^yam^ SEWER LINE 11 1.0'S. r�1^ ../".� zoo 1 1 N 0 11 LINK FENCE ^^~�N�.`'v`-W � INITCTYP' I`" S � ° 11 CHAIN ^,�^^^ v�.�. p r o . o0 0 • 11 J co FENCE ^^ .� WIN 1 r r 1.1'S. __----•--- ....._^^^^ _ v� WELL S P r r■ �.ti.■� o �F - 0 LA ,1 rn m ��..�� _^^^^^^ .� wpF SHRUBS�� S— • ,r�:��:������s��o(♦ WATER LINE W v c v o 111 1�11�1 o �- . .v W ❑ 11111 101 ti ➢ I 1 ?m �.�►��� ^^^ ^ v i�'��' W'NI DO P ROW S Alp CON-. 0 1• O: .: 0: ■:■..� W r a� 1 0 - ��11 ^ �/^ v" 1 WELL n r�Y UNIT TYP. ;:■::■:������.�■: STEP ^� u Zz 1 11 *000 .�^ vm I DRYWEL z ^^ CHAIN �,....,„..„...,%., cr yl. z-v -- IMO 106. :: SLATE PATIO ■.��: Li' 9 9.7' 11 ��^^ INK FENCE v"..... ....*•-\� ��m� \ a' Fr- d' D __ ^^ vim`•-- I> F` O' 2 m n 2•O 0 O 0 s� E. ^^^..^^^^ vv`u�„`�� NU DE pROPANE 3111000•,0 000 01 11 ° n 1 V `� ,..�^^^r��^ ��`� v TANK CAPS FRAME NOOSE & GARAGE 9 0. ......■.■■...■ s�EP 111SI GROIN �o ^ ^^ "�-`' ——— _ __ 2 STORY 1;:.�:.::�������� III d z oz NONE �v.^ ..v`�� z - - r-.� �.r� o �m� i 'PIER - - •.^.-�^ vv�...•-- ——— —— 174_..— --— — - CON" 1� 1 r, ` ^h^^�. "a..•�- — STAB . 21.7 0 I 111 ° 71 1 ^^1 p�S` �...v"�"'wwv - p. ROOF OVER t 11 �0r• FENv .� —— — ° p° f t ° rn SATE PORCH o 1 a,l o= d d rnr I ) ° d ° co 1 oy 0 �-� _� SLATE a A I 11 d - 1 rt I Q � � STONE 1 GRATE ° 36.3' ;. STEPS ry d ? 1 X11 FI ° I_ ■ PIER \ // a °° RYW ELLS 1 ° ° ° d ° dd Sc; re•��_ 2.0' otI0 - m ! 1n o �� 0 r 11 O P 1� ° �i. ° 59 a° d c3 Aliar' -r, - 1 z — — — 1 Z O 1 LOT •1 0■1C. r ..� r — ---- ' �1 O .. , • ° d °d d ° a1100 �■ - - ° '' °a 4 �� a d d °d ° d • d ° _ 2 d ° ° d ° .■.2,2 :ai nA .::1::; _._ 103 — 111 (!i, • d ° ° ° ° °d d ° d d° ° ° ° d I IIS!!• m WINDOW I■��•��, __ —— ° GROIN '• '���.11 r • STONE d ° d ',�•�•■ , 0 PIER ° d ° ° ° ° d d ■ 6.4' • �fT'i LK = 111 BLKH• •11 I.A. \\O CO • nm d • ° ° a d° ° ° ° SEPTIC �0 ■3■ �_ U� p2� 5N c in ' ° d d ° VEWAY ° d° d ° ° TAN 1 \,111'11 �,�. i�f X00 1111 z o ° ➢Z ♦ i ° ° °a d ° °°d ° ASPHALT DR ° X d 4 °° ° °° ��5 5•,1 �� �DRYWEL� rr�/ /r r� ✓J� 0.2'N- r :93----: mo om • `1 ° ° ° ° d ° ° °d ° ° ° d ry I ENTRANC ro \` �'-e-- Tri ✓✓�'' J FOUNo X02�j. F0d m Z f� 1 ° ° ° CESSPOOL 36.5' ,$5 1 0 ��rrr/ ✓✓�✓� MON. NO F •` d ° d 307 , °1' UTILITY ri r r���✓� J��✓J` CESSPOOLPry ..,._,..d•-d'--/ 1 �-� v WIRES POLE CESSPOOL '`J� A o ° m • /% OVERHEAD UTILITY ` / -�'�J L 148A r•r 'J,� m c mz W p o 1 10 / �MEERIC iicti W �A E 13 r• LINE W UTI IN LNK FENCE a w/Rem P, 1 Z WAT� r -rs �'t`� d �.i- �.!-/ STANDARDSPREPARED IN ACCORDANCE FOf3,.T+Tt� St�RVWiTH S ASH ESTABLISHED 4 UM • m W -- W r-r/�'r�J�J✓�....,....,_,-.0,-./-'-# J!✓ J✓-� WALL FTED FORY TSU HE L.I. t D-APNEf2P(�STAOVMAND DOPLAND 11(( O Cl `N W �— ��r r-r_,-.,--,--9-'"'"" r/'�JJ✓J-'✓ 113 TITLE O�IATID S� f r1 O ti • ` • W � � .e.-'.r."..''... ��-� JJ LOT 6� i a0. - 0 acri FENCE ........... /r__,,r•-.#--d•- . __.,.,.. ."'j...."'"..- o z A rn ✓✓iJ �� 1 A ✓ .�' F / 4O C� o z STONE NT /F i.cK ` h I z o PIER 0.2'N ROBER ° °FENCE , 0„ `^� 57 d ° 5.9'S. °00 °u V`� ~ S 82 d • N I N.Y.S. Lic. No. 50467 r =a v O TOATHIS SURVEY IS AA VIOLATION ADDITIONOF NOTES: T SECTION 7209 OF THE NEW YORK STATE Nathan Taft Corwin m o 1 . WATER LINE AND SEWER SYSTEM COMPONENTS LOCATIONS SHOWN ARE EDUCATION LAW. FROM DATA PROVIDED BY OTHERS. III COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL SI Land Surveyor 2. FLOOD ZONE INFORMATION TAKEN FROM. EMBOSSED SEAL SHALL NOT BE CONSIDERED FLOOD INSURANCE RATE MAP NoOA) . 3610300502 H TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN T ONLY TO THE PERSON FOR WHOM THE SURVEY CD t,1 �� 1� E ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S. ::',i; I n r �j �� BASE FLOOD ELEVATIONS DETERMINED TITLE COMPANY, GOVERNMENTAL AGENCY ANDJoseph A. Ingegno L.S. i ! R ` LENDING INSTITUTION LISTED HEREON, AND NV TO THE ASSIGNEES OF THE LENDING INSTI ME Title Surveys — Subdivisions — Site Plans — Construction Layout r r�a OLE AI ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. cs PHONE (631)727-2090 Fax (631)727-1727 "®y OFFICES LOCATED AT MAILING ADDRESS M fPt c.,�+, t r 1 THE EXISTENCE OF RIGHTS OF WAY C AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 c)m ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 32-015 REVISIONS: TESTHOLE (N.T.S.) BY MARK McDONALD GEOSCIENCESC�TM # 1000-118-04-05 APPROVED BY PROPERTY7725 NASSAU POINT ROAD BUILDING WALL I=F EL I Q.25 FT NO SCALE SOUTHOLD, NEW YORK 11971 BOARD OF TRUSTEES GRADE LINE ELEVATION 11.5 FT. TEST HOLE DATA ( 4/5/12) (: LEV +17.5 TOWN OF SOUTHOLD ADDRESS CUTCHOGUE, NY 11935 GRADE LINE ELEVATION 11.5 FT.,/— 1 .0 FT. DARK BROWN LOAM OL DATE OWNER: MICHELLE & TIM McMANUS 54 SUTTON PLACE I ' MIN. 2' MAX. 4.0 FT. BROWN SILTY SAND SM k. 22 �� r ROCKVILLE CENTRE NY 11570 / ' I/4 /FT. I/8"/I=T. _ , TOP OF POOL It'�.13 1=T. 9 FT. PALE BROWN FINE SAND SP 2 ' SITE: 39,131 sf 0.898 ac ....0 SEPTIC LEACHING 14 FT. PALE BROWN SILTY SAND SM ZONING: RESIDENTIAL 40 (R-40) W TANK POOL 16 FT. PALE BROWN FINE SAND SP SURVEYOR: NATHAN TAFT CORWIN III I \- IE. +16.5' IE. +15.8' BOT OF POOL 8.13 FT. WATER IN PALE PO BOX 16I— ..A. z IE. +16.3 IE. +15.12' 23 FT. BROWN FINE SAND SP JAMESPORT NY 11947 GRW OUND ATER ELEV +1 .5 FT U' LLI COMMENTS: WATER ENCOUNTERED 16.0' LICENSE # 49273 0 D 3' MIN BELOW SURFACE, ELEV +1.5' DATED 3/27/12 `f 0 O I LOCATION MAP ,. 1 'r''`I EXISTING LEACHING POOL (VERIFY LOCATION) TO BE GLEAN OUT AND / klt1,_ ' - LuiLl 0 '."*..-.. C.) D CONVERTED TO HOUSE A NEW SEPTIC LIFT STATION. THE EXISTING � ~ 0 PUBLIC SEPTICLINE FROM THE BEACH HOUSE / D E CABANA TO BE CONNECTED TO Muds, ilikoola.uclwat'eri94.t., WATER THE NEW SEPTIC LIFT STATION. THE EFFLUENT FROM THE BEACH HOUSE Creek ove / / / . ,4 Q CABANA TO BE PUMPED UP TO THE NEW SEPTIC SYSTEM / e'er / „,,//://.4./,::::),,,T, /�i `rt .. 0 r---- / SR. limn, ://PRE-EXISTING BATH HOUSE TO { a Z REMAIN / Z 0. DEMOLISH EXISTING' RESIDENCE AND e ', ;'- 6' . ��� ' GARAGE COMPLETE. FILL EXISTING PROPOSED 10 WIDE N / oi ONON TURF BUFFER o ��� / QFOUNDATION OTHERWISE NOT PART Z ' '' o� V cnOF NEW HOUSE FOUNDATION r^ �; i_ittie / W co PROPOSED HAY BALES 4: SILT < �% ��71) / / < �(/O/ ,Peconic Bay Z FENCE DURING CONSTRUCTION r' ;� / / R /N ,to dN N oe . ALICE EVANS GU I NN NEW DRYWEL (DW) (4'x8' WELL DIA) FOR RAINWATER SEPTIC LINE FROM up”- STATION '/ N W ti RUNOFF FROM GUTTERS TYP TO NEW SEPTIC SYSTEM — Ip4'-3 in .cOi � c ! / ti LINE OF EXISTING DRIVEWAY �� N X GROIN �,� � TO BE REMOVED ;/ .o �a / D R I Y�IAY: STONE TERRACE, FLUSH _ I I ( ► y�� o ;,� .`0d d°o a // WNW REMOVE PORTIONS OF EXISTING DRIVEWAY TO GRADE .�_ +o*...•. ' � I j,, cel / - ... ; '• III o ~] d / AS SHOWN. PROVIDE NEW BASE COURSES , ,. � � I '�r rt-'11111 Q, /AT NEW DRIVEWAY LOCATIONS. PROVIDE •�'•� IITotN rn y tri j fbrif // e VA NEW TOP GOAT OVER NEW AND EXISTING '� \ --k_ 4 0 EXISTING DRIVEWAY IN AREA SHOWN HATCHED • ciesz• WELL DIN • / .............•'-"..... - ii ■■■■ ■■■■■I II \11:12‘!•...11:14:::.: 111 , '_— • .+,.:..,.. ■■ SIM■ ■ ■■' b 11 111WO p / o• cn Q1 11 �_.i---�_ a. s ^- "r.� �y�• :`r•9'' r�6'•.••'rrr1...'`: •xay. '•� « "+-� ativi..}�.•••••`,4. -�.■■■ �■■■■ �< I I r O STEPS t A/ / -- - - 01.M'. rbrr' ss'7rr • •�•• ••1'�_ $ ,,• p.}'.i 1 -■� igiew.� Qpw"iU'il i ^111 V - i/.i'.i / • ,/ /' / / / / / /., v ° [p Y •�� v .r •}' •r N'.:?' q -" :3.,: fir•• :rvr r• ■� ■■� ;‘,.'.';'s: ':• _— / /� -_ / /// /�j/ ,. /• ;! •i . r,___——— •ti ` '4 .i" : .•, -.`' :' • :• . •' � MO 111ia�■■■■ii1111111►III U GROIN J / / // / //I L . W .. W z E i • 0 QO E �,�..� �� _ .� .: �. �z :� < : • :r',.,$: 11■■■■■ t■�■���� �� p ����/����/�� ��j�//�//����////X� /// .. z I 82.°0_,...0'°9......" �_•,�• g -f$ANGK _- _ lie:°' Y' r - .• ..f•r. ' ■■■■ iss--- ,71:11.1:111. �� aril \ 1 W• c� w52 PROVIDE 8 FT. WIDE BELGIAN BLOCK.— —— r r. ''• :• •r t� :.' ■■■ _, I I I I I a rt N 8 BOWER. \......N ON CONC. SL — r': '• '��i � ,,,;: ..;:y S�sr , •' ji% I LAWN / g N ce 21 ..r•'•..kvii 1 I I 1 I I 1 I II rt.tosotott.t..„.0•00... . nfiJ: ■■1 I I I '. 11( I I I I I, a • 0 NEW DRY LL W/ OPEN METAL INLET r .� : I ti' �y 1■ ■ ■1 GRATE (D (4 x8 DI FOR RAINWATER :; - : i,.:. Dyy I :.�•' `r `. ` ".itOk� s� ■1 I I 1 r , el I I I WATER ALONG r..n , .... . . • • . RUNOFF F M DRIVEWAY AND WALK TYP dm. :j •• •• :.� : A ' " j• r F 1 I • \FI IGH MARK �' ••R' '. .•••4• ,, • :•..:.•r; I• :;.••' .Dw '•"., .1.. SIVA , sr•:r :,.titott4'? rr,sF{n' ''•r. x1�■�■■ l IU114' I I I I Iu'II oEXISTING BUL�GHEA• • • _ :. I WOOD D _ •: , •._•.:. ••:'•-L'' i■■■�, tinlln� , :: ° • " 'ro ,�4$>2A.4 s\110111811111S�SSIM. 'V / I I I I I I ot3:1) . , . . . y t••�k/ ', ,,• B :i' : :': ;�::: il �= " ' ` =r'' :.:' ° " :w •'■■■■■■� I I _ _ . • I III I \ . • 1 DIN • Tj , . : ,. ® •�,: •r�-f :=; ;:,•,t ...lags— 1�•� f rs, ; ..r: "' t> ■■iii�l I :�• I i I DRAINAGE CALCULATIONS FOR ►v • • •,.; AREA Z B *. '.. • :� i'•.. .�'•:, .. ,o r >� 011111114 ___J •;.��: i•` oo GROIN OF OF��� Ewy o I - �/ t. •Y • r: k. :r . I '�s .rr�:. I ■■■ -V I I I '/ , ,. r' �. - 't/,`�•,:r ; ; :. li r:oa: it !■ '1✓ s?;ti I 1 I I NEW ROOF DW-A c, ori, • �/ .IN • `' • • •% .• '• •, : :.• •-', '•�•��: III DRY WELL AREA x RAINFALL x RUNOFF FACTOR d z' ok - —___ (DW ?� 4823 SF x (2/12 FT) x I.O = 804 GU. ,* �' tr. I MAI '• •'4 T'. •;.o.. Q_. '� y: :,.•• •i�`+r .. ;'.'. '.:; _ N III I l J N , I B � ' •''• �•••,l :� :•A.t. :, • •' ! ,;.•'•,•'• ',t w•. •''• • _ ,I.•I• ••,,• •_ ;.�ti' �1 ', - �� Dw O ` '^• K•` ��� y '� -'4 ���+++ ..: 4;;::.::•.,' :.j `• •.. )ni_i ' ;� 11 •{, Y•:is....:14 •� .. t•:,.4 ;v••••:44..•:,� i'4.:.3'�. • ,� A _�-��I. _a N O rr' 0 ? • •• • • _ 1 rn- USE: (4) 5' DIAMETER x 4' HIGH POOL R H f11 kl' I :..- . M :•, •. ,�;''' ..• •. , •!j:y_Y R .••`•: s �- 393 3A v (5) 5' X 4' STORM DRAIN RING = 544 GU. FT. �t�` 0/8350 ,& -T ——— — •, .. .:! ',;,•' .44.• LP —• ��• PROVIDED REQUIRED T c�`�`' ."tel I I ,- ——�•— •S.i.•1.• r.: i' _��• 111844 GU. FT. > 804 GU. FT. .;..�-0:: � J. 1 EXISTING PUBLIC I LINE———— �' ••S• •• �.••�•� I-3 WATER METER 5E?$P`GK—— PROJECT NO: ..� COVERED PORCH 1202 VAULT. VERIFY L _ _..- b DRAINAGE CALCULATIONS FOR AREA OF DRAWN BY: M I LOCATION EXISTING WELL •—I. OPEN TERRACE NEW DRIVEWAY AND WALKWAY DW-B UT 0'1a.mi.". -�-••'" DRY WELL AREA x RAINFALL x RUNOFF FACTOR (DW B) 4336 SF x (2/12 FT x 1.0 = 723 CHECKED BY: rn Q� •�-- acu. FT. TS QZI c.)1 _�-�_�-�'"'� EXISTING SANITARY USE: (5) 8' DIAMETER x 4' HIGH POOL __ (5) 5' X 4' STORM DRAIN RING = 544 GU. FT. DATE: 7_25-12 LT!! - NEIN UNDERGROUND WATER SYSTEM TO BE REMOVED -m'•0, ” W LINE FROM METER TO TEST PROVIDED REQUIRED „ _ .. d S 82.00,00” 2•QO OQ 844 GU. FT. '723 w. Fr. SCALE: BASEMENT OF HOUSE HOLE NEN SEPTIC SYSTEMS 1 - 201-0" EXISTING UTILITY POLE EL +11.5 NOTES: SHEET TITLE: FOR A 6 BEDROOM RESIDENCE 1 . ELEVATIONS ARI REFERENCED TO N.A.V.D. 1988 DATUM N/O/F OVERHEAD POWER LINE TO - 1500 GAL SEPTIC TANK (ST) EXISTING E4VATIONS ARE SHOWN THUS:5,1) ROBERT GRED I GK BE REMOVED $ — (2) 8 DIA x 8 HIGH LEACHING POOL (LP) EXISTING CNTOUR LINES ARE SHOWN THUS. — 15 — PUBLIC - L. - FlRSTLOOR SITE PLAN WATER FUTURE LOCATION FOR (I) S D I A X S F.F HIGH LEACHING NG POOL (EXP) T.B.G.F - TOP ( FLOOR T.B. - fBULKHED B.B. - BOTT4 OFBULKHED - T.W. —jj LANE B.W. _ BOTS OF WAL1 -W AT 2FLOOD ZONE (FORMATION TAKEN FROM: \CLEAR FLOOD INSURA. IVE RATE MAP No. 36103C0502 H SHEET NO.: ZONE VE: COSTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); PUBLIC SCALE: 1 - 2O�-A" BSE FLOOD ELEVATIONS DETERMINED ZONE X: ARAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. WATER ' 6 - BIDDING & PERMITS REVISIONS 13(2/12 MAID'S ROOM 36'-O" 6'-102" 7'-3" 4'-5" RECREATION 40'-0y2" 5'-3y2" ROOM 5y2„ 5y2�1 5/2.. 5/2.. 5/2.. 3/2.. 3/2.. 3/2.. 5y2i. 35'-I° ,1 10'-b/2° ,l 6'-4" ,l a._�2I I 1'-6" 5'-5" 20'-10° M .� : I Is'-O" 5'-`�2" 5'_4y2" 3'-�/2" 3'--Y2" 5'-6" 8'__ 51_4y 12'-3y s'_i/ p la OI 2 2 2 I ■ ii m a ji$ 6'-0" D �� LAY OVER DORMER Al A RAFTERS TO 1ST guy OOOBFABH POND END 4._I y2" 1111. ® U _ DRAINSHER ,110 FLR TOP PLATE TYP THIS WING , �i � . i• ______..... ..i I i tri �i � 7nHr��:erru►.� 1 ���� 2422 132 AW21 A 21 W1 II 1 � JWI1IIIIII1IIIIHIIIIII MIMIIIIk. 2-2x10 ,, C145C145 _ 41111"111"7"1""*". �',-�a. _�/I tri., s ii �. - 3-2xa WOOD FLOO' .• ir CLOSET + sem* FULL PENETRATIO WEL >.. == / • _i =inill ID 5 E INTERIO I ACCESSORIES ► Ai ZEVS. N Q /C� I �' �` 1 BY OTHERS 1 IY z �O W�. <L tt 3-2x4 O S 1 w 0`' BATH � ■ - POST Ok� L PRONVID L.C.. . O 47 ��'' - I��� o WALK-IN a ,�X �i � ' ` O ♦�C i TILE O BEDROOM ' " n CLOSET O 1 �1 n p PANS U DER ' FLOOR 1, I ���� li 0v g 1211 m -� - -- - , N1,%1A01 WINDOW- FAQ INC O N \\�ro O WOOD FLOOR I� � 1 N N WATER 0 /�' ' x o MASTER o_ I , _ x10 RR 2x10 RR � lry/ n N �� ��� , / 0 BATH ( n 1 _ ® V 'rt_ � � I -- ��� '. y I II-�/a LVL 2 11- V 2x10 RR O "° � ' a ` - -- - ^ - ----- - DRY - ® TILE FLOOR - _11 _ L _ _ .� L _ -' 1LAU 2-2x O IM, 0-2x10 D 1 RIDGE r- ' H M O V ♦ i V I • 1 (2)2 10 N 1 _ (2)2x10 �• - �.:�� i1 , �X/o _co n O O ii `/ „� m � I • •PEN ay • 0 I � MASTER BED'OOM / • p AI ., X _. ��� n ./�)\/ I OPEN 0 � �1 CI YnREG-. • TION n /llrl!/1/.1.0I1////lNf1,7O/fllfl' �••� _ _ •ELp ���� ILIrtil kCA•ilkbiP4bta'NNt /SiKVNABOVE "� CATHEDRAL GFELIN 74- Roo 1 WOOD FLOOR o = 1 8A fG HALLS _ HALL I 4 erg •• eZ / ` V t 1, D FLOOR O I0 \ sA Et O - m O x�- WOOD FLOOR CASED O ♦ O p�IC I 21-RR I IION 1 -- N 1 N _ m ./ - -- , a • • OPENING �o�tiI' 0 I-- , 5-i 5i 0 ‘, ,. / 2x10 RR 2x10 RR i_...._...,„ 1 -1 O a6" WALL » y . - 1 FI 1 0 \ CO) Z °� ���. I HALL m ® n n X I O O e PROVIDE NISH WOOD ♦ r�J/ O 5. WOOD FLOOR ,�� n M a O x v FLOOR AN GYP. BD. ON ,@ 41-5Y2" �`+ 1p�/ WALLS AN CEILING `� �e.......... ......._ T, ......... 1 �r, ,� imill1111 LOW ALL W/ iv O v G Q O 6" WALL ; 0 de---, Cn iimummilimiiiiimmminismommrrair --------------,...-----.A-- -13 II a'-�o" 3'-8y2°1.11111.1111MMIMIIIIIIIICE --11-11‘- FrI L. \cv\ ; , BALCONY 0.o W < 1 „. ce z imirailialimmil7FT1ILIII=1:1.1. 11111"=41=1_A=1111141m1=1111111111114111=1111111111111.1111.111Mill...1111111= l ill - �� 2-2x10 ._ :� �� • i �� ;04: � I6-6' 111111111111111111111111 i'` o�i000 oo�hrrior r �� oo �\ \ I I 1 1 �r�� Mfg �I 1 I Q I Jr , . 4 TRAY G I EL I NG ip ;. is W I � .� 1 1 :i...: r�:'�:�.:,.; 11 1� ►. ;,ll ' 3,-p„ 4 Eby •' i� �\ ABOVE O 7 I 0 1�IULL FAMILY MAHOGANY DECKING ON i� ) m (� 1I:I _ Frei 16161 = BEDROOM SLEEPERS ON RUBBER ( 1 STAIRS _ ,s 1 WOOD FLOOR B 1111 ----,-ill 11161 - i SEE - - - - - - - ry ' - - - —I i PLYWD, PITGH>!P�pB�1N- ' SPECS. �' \ HALL , �� m EOMLINE OF EXTERIOR WALL BATH 1 • _ ;,, 11111 ::: � _ -(V Ib'-O" Ib'-O" 31-5)/2.. Ili TILP� 1 v esk ' m FLOOR dJ F m �\ 5y2.. /2 =� r . '74- i O I- \ 4-2x4 POST / it ' - _A e N • -- 4::' Jt w� -fft 1111 ,1 n O •? , v THROUGH 50# BLDG. PAPER CNi 1 Or Z ,w. ! UNDER PURLIN /' "' i �,' • ' ,,, ON 3/4" PLYWD. DECKING. oo z I1 =. TRAY CIELING ,' max_. NICHE11111 III r ABOVE --............. m ' inimmisimmimmimi. . <,• . e•. , 1072" m FAMILY 2• o ° L_2-2x8 MIN HDR ZO ` ARG lw��. ' �C10 G BEDROOM 7.: -' w —�. i _ i 1 .1.'• I- I� WOOD FLOOR i. • X \ I CASING 3-2x4 POST � = m w M ♦ TO VALLEY O \ a N 8 - N ION WELD N ` - O 2 W X �. BENCH ') . II-11/ LVL RID ♦rJ N --- T o 11 I I ALL ��e I� GL. GI ,')---- 1, .�=` Q t-• /�.� N100 op- t• below ` ‘1) r 1 0.�� cn cn• * 1� !Ili 3-2x4 POST \ \„ •I�tf �L7'-5.. 10'-I" TO RIDGE << / �' i \\ x �l _ :1-1" vx 6" WALL ' N -n E �= ' 1w1rIf111111rcNill► \ ; �� . 1....,....emimimim I Mitt i 'la u1 I 1 c -- T- ,i N • 9-1111, - 41,=F__ -� DN (1)4(1-3x6 IV I ♦ -J:1 -(N OF N 4-2x6 / ` ;� Q Mps C S x'10 i I 111 lig /POST ♦ / 1 , �� IIIIIIIr in i , x.2.0 9t 1 L •Nk...._ 1 ,, i 0 GE EIWPTA 1 • +1 ( (,,, ,r3, mo),_ xf 111111 ie: e CO GUEST BATH �;� ' �- G ST BE"ROOM ti, Ili) �'� `, t�I`0 TILE FLOOR /``Yl\ <LOOD F1,*OR • � CEDAR SHINGLE ROOFING =N _� �� lo'-I° Himil " ® < '= PROJECT NO: 1202 !HVI' I � o ' " V DRAWN BY: ing3-2x6 POST TCS No& i rSHELF POLE 1 �.- IIIMMIlli 1.21 • SCALE: 1/4" = 1 ' -0" m WALK-IN DATE: zo CLOSET COVE IELINGlirriiiiimi..... ..E. - 8/17/12 mummy } m. .incl SCALE: 2,465 sf :�' 3-2x8 HDRII • -- SHEET TITLE: J! 111I l 1 II 111 ',•'- . �'llluhIll II ii��iiil , 41111•11111111111111111MMIMMIM111111111.11111111111111IMINIIIIIIIIIIIIIIMMMI11111111111111111111111111111 1111' I 1111111111111111 °11•1 -� SECOND I -.014N \ RAFTERS IST F „ , it, .. FLOOR TOPTO PLATE PLAN R c____---,7---TT; ' r'\11 \`i \'''\- 1 ,,...0.Eimi \ 17 v----=------ ,\ )'I SHEET NO: 6-O b-5/2 b-bye \�.-P,I, 1 • 3uL 2.5 2014 ��::� 5/2„ 3/2„ 5y2 51-0” 61-0" 3 _ -0 _„ 1. In'`''),, ' ___ , ______ _ CONSTRUCTION T , I; , REVISIONS 9(2/12 MAID'S ROOM, LIV.RM. DOORS III'-2" 4/2/13 MOVE DINING RM. 5 2„ 3 2.. 3 2.. 5 2" 5/2" 5y2° WALL; DELETE POWDER 5/2 r / BATH; ENLARGE ENTRY _/- I I'-6" �- 6'-6" 6'-4" 12'-0" 32'-O" / 4'-10" / 35'-I" fY �Y ' IS'-I%2" 3._y2.. /._Sy2„ ' 1�'2 a'-t2" 10'-10" I3'-6" lO'-4,V2" / 3'_q" / '� C D A 12 I Ws' 1 LIJ I1 _1/4_z_. TW2442A •- ', 1W2 052* TW21I52* TW2I32 A281 A281 TW.,46 TW.446 TW.446 TW3062* TW3062* " TW2442 �� / ""'5 �� �� . .,,,� , 3-2x10 3-2x10 � 'a: ",//l 6 t f 194%// 3-2x10 -- ---- N''2 ---- 1 I I I 3- LVL - ---•1 •0 L L J J =ZxTO � r r '1 r 1 � � I) 4" ` Dy I 6 WALL I3I - " TJI/36o I I I , i -;` - ' 1 I I 'Oso, m I " t /\ Z PROVIDE INSULATION 1 - 4 tV 5/s" GYP. BD. ON ALL _ � 48" _ •.NGE I I \`� '�> � 6� u� Us � ' WALLS AND CEILING, I _ .41 INN. OFFICE BATH .0 I N I E FLOOR .' 0 PANTRY I v I ! I =FRIM ER OF\-1.>:/:/)), \����' TAPED SPAGKLED WOOD FLOOR I , L L ' 0 �'v ' O CABINETRY ROOM,'N/ �` 0 per,N,.,,,t M -�I ' 0 5y2 II 3y2" :H ---- ---- •� 2-w�" LVL I 1 i F GOUi1 RTOPS 41 I I / I 11 .ROWi�I I 1 O I 3'_py2" q�_q" 3._2.. WOOD STAIR d RAILING. it ® BY G1 T1 ERS 1 I 1 a _____ - SEE INTERIOR ELEVS. 1= 1 1 ) I Q SPECS. 1 1 1 Q I =CA - 0 Q _-_ I & I I I I _p I o 1 I AT I N� ARE u1II- GARAGE o GL. GL. 2-2x8 0 — , ', 1 bo KIT��IEN TILE PL�OR :6:2,! V " SAB REINF. - I O � I ----- `�• TJ/3 , :, I I TILE �1LOOR 1 ;1_1,1,4,:m_,,, 4 CONGO L ,_ .0 41 , i I `,. •- - . __,• N i i 0 { 6x6 W.W.M. - „ 2-2x8 I Iii _.PITCH TO DOORS 1 `r ® I _ — _ UP \— ` y c/�!,�;�� 2-2x8 p 4 I Q-•- tom- 1 2-L L 1 BUTLERS PANTRY OIIry I I �� I( ORNANf16NTAL BEAMS i I v ,'J4_ WCIOD S-EP \ / = • t, I WOOD FLOOR �r q1I I 11 < Q 01 I Ois d I _ \ ® q 2-LVL ! �1I i i i i y I ABOV 1Y _ �� O �y N - U EE INTERIOR = - ------ --K'P --1.1 I 1 1 1 1 1 -;I I 1 1 w �� LL = I s MUD ROOM ( a (1) 2 I1'� AI y " I I ,I " m I I " 1 1 4 ® I = m I ® ELEVS. I to _ p i mi 2 1 1 I6�8 I 5'-10" 1 I �� y N 1"� LINE OF I , TILE FLOOR - - �� �' Ory co __ _ OVERHEAD I �p 4 A ! q H �� Ih/e" TJI/360 I 1 1 1 ,' h`�`O O DOORS I , Nul `u a 12 6 POST -; L 3-2x6 PO •T J i aQ I I _ -J V .......itzif3 II 0 c.,i- , . __ __ _ r -I r- T in -I r N ; GUBBIES _ N I I Cl. IN uI e4 ♦`�♦����: 10..s •©DOOR I (1 SA O .1=krawAr- r - 0_i__ Der , ilia. Mimi ism TW2442 iiii © I 1 2-14" LVL W/ ♦♦♦♦♦♦♦� klij - I V I ,��ry0 I -2 Ma_ �_♦1!1116a 9� �,., I - I-s/ 13 5TL PL ♦♦♦♦♦♦♦♦v, 4-5/2 .. RR I n ti I I- 2x6 WALL 1 - 11 ARCHED DROP HDR 11161, ♦♦♦♦u 11V� w CASING I , �" , 1� I ILill 1 0 INIMPRENE El OM.< oft I (3)2x6"POST 1 1, I i[!r� ♦♦ ,� .- LINE SRO �x 1 I 1 3-2x6 POST W/ 'I &' Illiiu - •VING 111 I I'/e TJI/360 1 I t(1 R" Ul r♦ N.; -•• DECK TO I , 1 1 1 CLAMPS TOP 8 i- 5-111/8," , ' Z 1 I I/ TJI/S 0 �►♦♦� I I I • 1.0 fl 11 • •♦� - 1 LL UNDER 1 1 , BOT TYP. r 3-I I�/" LVL 3-I I?/e" LVL 5-117/5" LVL �� Via•:II d u -1 i ��t - ki� .� ill I - I - - I 4rF4iiii Lf) N a ,� I I _ _ I - - - - - �✓ -. a_L 1 tt i LVL -2LVLLPSET. - iI 3_ �� LVL 3- WL 3-W2L t<1 ir 1 I ~ - • ' - ! HEDAREAAS r -TW A. I 0 0 0 - DN I i 1 _ I 1 3'-O" � ry STL GOL � - - - � �. �� : - �� - ► -�� I t Via" 0I �' N 1 O 4'•xY4 ' ,� - - „ G, PAINTED STL. 3-2x6 I 3-2x6 L_ - DINING ROOM s I.. _ 1111111. - . _ _ IB §.HANDRAILS W/ POST POST -m - - - - 1....001 - _ -1 737 j WOOD FLOOR GO NEGTI•N I 11 BRASS GRIP M I0 I 8 5" SQ. CASED r. _ 1 fi _ _ _ _ , 6,...6)/2.. COLUMNS W/ NO-E O I k --- - -' jNNW "• ' ' -- I I -CI' LINE OF EXISTING WALiigiiiiiiiiimiaip L „ , ,�� 1 - _ _ COVE CAPITAL _I - 1 -TONE • • I I 2'_6' q _0 '-o" a O O q p 2 6 co m J 1 TREVISION REMOVED2/3PER `r< p EARTH LIVING R - - - M , ;r � : 51 WOOD FLOC' - •O\/ERED I = O Co 36'-0° 8._�2.. 8'_by2" 12" DIAMETE - � r 11%" FIBERGLAS' N (3)2x6 POST { I " TJI/36• TJI/360 ' q 1 _ ERR�'�,GE I -' 3-2x6 POST W/ CLAMPSt I m N N TOP 4 BOT TYP. COL. W/ V.1111 1 @Ib" 0/C ` IICASED BEA i I i `� i'N1 I 3' x `t 24" WIDE BELGIAN (` I 1 __- -- •41t° 2x8 CJ BLOCK VERGE TO �:"'=„mosgm1 1 � WI -- - -- S Z {� °a . I 4- DRIVEWAY LEVEL OltI I 4 38 h BERGLAS _ I'-0' 1 � 1 •LUMNS W/ I I N Q• 6” illIII1 Pli '4 N N i i = i 4x4 1 =N I. •P5 BASE'•. 0. �,I� I °° G11� 1 . • loi in 4x4xY E SPECS I I '� ac• (n I I j—r m j i 111111 I UP Q ,is z STL GOL ' � ' W J• z 3 la 2-2x8 MIN HDR1-2,..e,2., -- ---- % D11 Li W NplimmiA _ _.■ --1 FULL HEI HT STONE _' i CONNEGTI•N I I , 9 W• x Miii o LI LCL=I3�4x I I�/8 M I GROLAM 1 \1 I AGING 'N MASONRY 1 > _ a fel►•1 �� R1 1A - FIREPLACE -11r p 3 2x6 POET 2 W• N g zA 1 OD FLOOR > 1 i pEN 1 - SIMPSON HDU-5D5 HOLD DOWN = " I - - O _ M STAY Q HALL I m ,I ORNAM�ITAL -Cc 1 % Q ry N '` „ I I TJI/3.•O BEAMS AnOVE r " r- 1 0 y2 PLYWOOD SHEATHING FULL ON I open above y SI ,8 I I/a TJ 60 , I t- AI CO h cn vn• HEIGHT OF WALL-ONE SIDE ; 0 -� ® b° 0/C " ®I6" is u, �� `) �- 17'-I'� 22-5 � j - YY _ 1 �� in IIII1' 2-2x8 r y ,r VAll `' BLUESTONE TREADS W/ - - - -— .... �� �. FIELDSTONE RISERStl1 ? 1 1 i IY I), -a I I I I -• �� xb WALL ,r V \ 1 1�ryI 1 m 111 2x r) FJ cl i I I I I NI N 1 I OF NE W yo O I 1 10'-2 1 I 1 y •'-4" b-� . ( (V ` Rial �Q<<G 5G• SqM ,?4_ 31 ii) ppy I 1 1 1 N 1 I II I S-2x6 POST _ = o, p1 1.1 <u, i ,_ __.MD 4=4111.1114., .. leat -.: V * Milv \ 1, V----- i - LN _ �y dl cj MINIMINIIIII 1 /3,iii 0 . Pio ,... I . •Q 018350 A = I I CASED -� O NO I fY - 4�� 7'-11 • N I OPENING BED-00' O .,r� ���' PAINTED STL. HANDRAIL W/ I in 6 WOOD FLO R Q CASED PROJECT NO: BRASS TOP GRIP I r 1 I I M WOOD - �, I ® 51 I- 0- BEAMS 1202 DRAWN BY: O F ATILE FLOOR' I mtn ERRAGEFEIRST FLOOR PLAN TCS m / I , ai2-2x 3Y = J v ® �� .ry 419 m FLUSH STONE 24"x24" BLUESTONE E ED MAINTAIN LESS THAN 30" m I;,' n , `n �r I HEARTH ON FLOOR PAVING ON REINF. , O = GONG. SLAB, PITCHED 1/4" �� DIMENSION FROM PAVING d1 I 0 • TO FINISH GRADE '� • �+ GL Ilig ' ,— TO EDGE. PROVIDE 4' DATE: 1 ' -Q LONG TREAD MATERIAL 8/17/12 SCAt�E. 0 w , . EDGING :ALE: 2�i66 ef „- Milt 0" , `. : ; " k y \ SHEET TITLE: � � ,11 TW31 62* DN PRE-FAB. DIRECT VENT 111-10Y2" _0" FIRST DELETE MULTIPLE FLUSH LVL HEADER UNDER EXTERIOR WALL II PROPANE FIREPLACE ABOVE. Li M 5U ROD UN.ANTLE 4 TILE / / 4" FLOOR VERIFY THAT MULTIPLE LVL AT MID SPAN BEARS LOAD OF WALLS 1 PAINTED STL. PIPE / 14'-6)/2" l' I POST ABOVE, WHICH SUPPORTS PURLIN IN ROOF 2x6 ►6" WOOD FRAME I GUARDHANDRRIL IDOWN STAIRS �t' PLAN WALLS W/ %" EXTERIOR PLYWOOD SHEATHING. 11 -` 2 " PROVIDE MASONRY ( �'_ S- 2 10 IJY2 5'-1" / (1 PROVIDE R-la BATT SEPARATION W/ L.G.G. \\pd1.J INSULATION 8 %" GYP. BD. 3'-O" 4'-5" 6'-7y2" 20'-2" FLASHING BETWEEN SHEET NO: '' e FINISH. / MASONRY TERRACE AUG 1 R 2013 l�J 5y2. WOOD FRAMING b._5y2" 3y2 y2 y2 Et.Fi. ULPT. 36'-O" TO,,r,OF `(. iT,'01D / / 5 y CONSTRUCTION REVISIONS 13(2/12 MAID'S ROOM 36'-0 6,42" 7'-3" 4'-5" 40'-01/2" 5,_302 Sy2 "Sy2" Sy2„ s/2"" " '2' *2. 302„ 302„ sy2" 502„ 35'-I" IO'-802" ,l 6'-4" „/ (1,_91/2. 1'-6" 5'-5" 20'-10.. 5._4 5,_,� 3,_7 5,_-/y2. ,- „ 8._, in 5'-41/ "1I 12'-3/ 8,_ -p" 151-0" IV-0" 6-p y2 y2 �2 5 6 it 02 2 y2 Al� LAY OVER DORMER / D �� A 11:FTERS TO IST " �� ROOF BEYOND END 4,_102„ R TOP PLATEOF BATH 12PRO �►E DRAIN1I 1OP THIS WING UNDE" WASHER ..11isturam / amu. 1W21052* TW2W5'i* I 11111 �, ,�'� I1 ' 1,I"" TW2442 1W2442 132 AW21 A 21 AW21 y �� ' - rixesseingria�I C I Cxw 145 ITT s� ' _ l32CXW145 CXW145 ' I I 4.,2-2x10 , ,„.I ,,* FULL PENETRATIO 1 WELD l '__��I3-2x8 / % S/ (:) _ 1WOOD FLOORI ••ID CLOSET +• Z�m �� = NTERIO- �� �> / cvS. ACCESSORIES LK I N / o ., C'. / .f BY OTHERS OS Ip� �� , s,, W mon <1._ �t --- ---- - U.:05T tX 0 . 1 . < BATH 'z' ,. . / (73) L v 211 O Oryk/ `�` PROVID= L.G.G. O/ ��'' % I _ WALK-INa -�I X ¢4 `♦� / TILE - 1 xo PANS UiDER QO < / �� oBEDROOM I��� CLOSEToo� I \o`,_ \,/ FLOOR , �� m : � ---- N if" / � �` WINDOW FACING QN / �v O WOOD FLOOR R1 N N v �p �l,ry,\ / ry OO -- ��l MASTER O I / ���G� WATER ♦_♦ xlO RR 2x10 RR / l/ x 0 61 �� = /0 1r / BATH I N I 0. ® V - - -ii r� - - _ LAU DRY O I��, TILE FLOOR I -„�'�/e LVL L _ _ �2 II-�/ LVL _ 2x10 RR _ i p II0 M. •_2x10 : Dc I RIDGE ` ? cs, O (i ♦ / IX (2)2 10 N / (2)2x10 ,• T k/ tz Lc) X N I SH D 00 O i i iv O 1 .. DN „ (' • 1 ���► i / r _ I` ��°h'io c• - ., n o o _ ►i m x I \� • ® I � MASTER BED-00M t + N X x n N \./ `/ I OPEN • PEN �� , is m O N ♦ 61111 N , < _ y ��•►`� --� - - - - ABOVE .,_'ELO `\' ��� �� � CATHEDRAL GIELIN •0I ' \N 'P,� - / ♦ WEATHERSTRIP ii 1 ` 44445.4011141004.: WOOD FLOOR - , Q CA = I BA K HALLI _ o �o HALL �, \S-lis. '` Oo a 1>< DOOR WO D FLOOR - - (41A i I lamof / ` d O x IX-I WOOD FLOOR = CASED Ce N N\rilip V K DNS __ N o / ♦ o _ I 21-RR fi - IOC 411111101,in _ m , � _ O • �—OPENING /ir ~ r cl (I , in =91 =, \ — Z 11111,,i> , .. 4444440444.4444 0 if 2x10 RR 2x10 RR 6” WALL ,,.< : to m ~ I - a / \ a k cv 1 = HALL - CD N o•. O .t ,-- \\/, O WOOD FLOOR O `?'� = x 5'-5" 4'_302, to „ �, : . . .<: Aill&11; cv JP/ SUBFLOOR NLY W/ NO GYP. ♦8<� , ty 1 ,rAU"! // O- 11 �`� BD. ON WAL S/CEILING < Oi-,� LOW ALL W/ Q 6" WALL i /,/� �. n _ 11 LII EVATIONS. ( ) imp .y �CQ, I$-2X8 O 8' 3'-SI/2" `\ �\ �i'/ € _ LLII i < V♦ `� _ . /I GL.�,�MN �\ i lig BALCONY o MN •11111111111111111111/ i IMMIal mor �� _ 'moi / ��� 1 pp, 16-6" I O Li LCA omatomr-m 2imagimipape� 2 imm..•�, I =1� _.. ' • i ,� i i TRAY GIELINGPP ; 1111=11111111M111 i '1"'��",1"",","," . � i ' ai,:��r' '� I 3,_0„ 4• Sy �, it ,�� ABOVE___.4 MI O '' r i• / ----- RAM I LY MAHOGANY DECKING ON 1 ; m 7 I /0 PULLBEDROOM SLEEPERS ON RUBBER = lo WOW Iwo 11___ � _ STAIRS a WOOD FLOOR _ ui u a _► I. I. B _� !Ili i /0SEE - ■ � —- - - - - - - _ �LYWD. PJTCHEP TO DRAIN_ x.. 1 SPECS. ' \\ N1 Lo HA .L < `r' z- LINE OF EXTERIOR WALL BATH , ,, cv _ \\ BELOW--.Si- I5'-0" 18'-0" 3'- y2" TILP� i V :: \ m Sy2„ FLOOR Zs) �u i, ` I ` cn III 21- a ;I _i€ ��Aiiii:i _ ,' STANDING SEAM L.G.G. 1- 4CDP I l 1 ( '0li >■F- \\ 4-2x4 POST �, El -•• _ 4x 0 , 4ww }, `� UNDER PURLIN THROUGH • 30# BLDG. PAPER t(� � if ON /" PLYWD DECKING 1' 4 Z. s II TRAY GIELING �_• NICHE0 r ABOVE n ' N Q I D14 :: Ioy2" m FAMILY m 3 P J M•illr ^ Y ,I'r _._ _ O 210 G BEDROOM r 2 2x8 MIN HDR - „, _,. E 1 ! [2-- l i . 11111MEPC ♦ 1 1 ARGHE�• ■�■s I. —444_4—.—.—.—.—.—.—.._ ‘V-CASING • UJ WOOD FLOOR - . 0 j W• v w in CASING 3-2x4 POST _I N�m�� i-� _ in M ul o ♦ _ TO VALLEY O Ns �� — � aNr,_ . __ o iiimi _ • N LL PE ION WELD N I i I I-�/e LVL RID ♦r a- _ �-=MINIIIIIE _ W v , ci •-BENCH ' • I - ALL _ u GL. �. , .��...�t- g v' MINIM MIMI=MIN 17( x10 J - 1 L IU ` �� �_ p t belowiiii Mill ri MEM.MEM ` _ , 01. ..1•1111 v� cn• •! RR 1-1,-5” 10'-I" 3-2x4 POST /.7u1 / �/ „ \ II � 3 N�� '1 / is k�. 3 TO 4RID6E 6 WALL i rill.11111111�`. �■��� a ILO OE j• K .ZZ T _ I , r _ N • IU-IIIIIL._ - 111— --1-- —yr- ---- - -{ N!IIIDN mi'y / •♦ / ,, , a I - (N\1:? MEM= \----\------- m i I 4-2xb / ` / �� \Q �e,t _'01\114')'°,,S G. Sq,y/ '� A 1 /POST / ♦ 1 • ,., rill rill In P G<c.` il L'cl i 19, - CPZ .7.4,1- * kl-- irl 1 lel �_ ` •. • „G , +� * _ �� In m `-' '' r� G -ST BE I P ROOM ♦o _. , 0/8350 GUEST BATH ,1"' -�i/ % , ,. .' TILE FLOOR (�Y�\\ `� OOD F *OR ♦ CEDAR °�'`� <L414 SHINGLE ROOFING r PROJECT NO: 10'-I" 011.11 1.41-5i/217Q < L ►I 11�11� 1fi •: ►n 1202 DRAWN BY: . _ _ v...H 1 O Irmunint3-2x62 POST SHELF POLE 1 1 '. KE 1111 ' III TCS HE D SCALE: 1/4" = 1 ' -0" m iWALK-IN TRAY GIELING DATE: CLOSET ® ABOVE . 8/17/12 �� =N SCALE: 2,465 sf i- -` -�� 1/4" – 1' - 0" _ 3-2x5 HDR � . \ ISHE Ill 1���� III I ���il� ._ �:�— ,...:.:,._�:,.r.:,:. IIIIIIIE I� 111117„„„„41,===- 1w� ETTITLE• tSECOND I \ RAFTERS TO IST FLOOR 1 FLOOR TOP PLATE P LAN SHEET NO: 6'-0" 8.-5y2.. I I'-`02„ 8i'6/2„ jc 502„ W2i, 5y2,, '-0" 36'-O" 0.. • CONSTRUCTION 1 REVISIONS 13(2/12 MAID'S ROOM 4 A 10 I odd",• STONE FACED CHIMNEY w/ BLUESTONE ,�..T TABLE ABOVE. PROVIDE ALL REQUIRED ',/, . , FLASHING AND COUNTER FLASHING. (TYP) Q .....pro D G •t /IN1 kit* sl lif, Ilif, I I CFflAR 5HJNr�J F i„./5142" FXF FD TQ INFATf1J=R II ON LATH SHEATHING 0 ROOF-RAF R5-:--SEE - ..P'CG..,. fi r ovIDE ALTER 0 .� a I I .411WSE —I --.# Z Arelevl - UM 1 I 1 i; Aillifir _ I 1- - Ak. 1.1.1 0 tlit, U �� So _________, , - I ` ..._ 0 3,.._ 12._si) ar V i I I,Il \ ‘, _. 1 . ____ v___._.____,_________, 1 TW2032 1W2032 I 1W2442 TW2442 r 1II/ ' — TW2032API , JO - _ — i CXW145 CXW145 CXW145 hull �/ CUSTOM ---. CUSTOM CUSTOM CASEMENT GASGT�ENT CASEMENT ' TW21052* TW21052* 11 M I- 2nd FLR. - Z_ CARRY SHINGLE FLARE AROUND _ 1 /-1 OCTAGON w/FRIEZE BOARD Q .. ......,,,,,,,,..„,„„1„.„,„„„,...........„1„,,,, \ z n I 2nd PLR. CD = II III - 1 \\) 0 _ (1) 11 TW2446 TW2446 I TW2446 �'i Ill 1Et Al Q II- II TW3062* TW3062* — �'�� _ Z 11 — — - - ITW2031 11.11,, - CEDAR SHINGLES ON 15# BLDG. 1 f JIB' LCA I I TW21052* 1W21052* PAPER ON 5/5" PLYWOOD I "� N II SHEATHING ON 2xb WOOD FRAME TW2442 TW2442 — IMS__ ~ _w/ R-19 BATTING. (TYP.) H I -, N. Ist FLR. — — - - EMS - — — — • 111111,111111111 I 7,1100. GARAGE SLAB 1I I I I 6'-O" 6:3 / N III R T H ELEvATioN SCALE: 1/4" = 1' -0" 1 -di IA-1 otSZ• I Imo' '��, AT . STONE FACED CHIMNEY w/ BLUESTONE 7.1 Q• o dbf '' 1 d .ili ..,, TABLE ABOVE. PROVIDE ALL REQUIRED Y ^ �1,,� .1;,� FLASHING AND COUNTER FLASHING. (TYPJ • E 00,440„0,, ,( iiL . li., -J• IY, rez i S 010010/10. M ILLI• o Li,* ul in L'Atet�,,• Q N 0 �:,�� .TAve 0,�.� g JW• N =_ of \\\\) it2 r < I-• N N N• CEDAR SHINC ..-ty " EXPOC'ED TO FEATHER r.-,N 141$-4 SHFAThIbkS tJN Ifte - R5 rr SPECS. PROVIDE ALTEPNA3r- roR A;,FI IALT SHINGLE SOOr1NG ON %" PLYWD. DEKING ATTIC SUBFLR. --- ��pF NEW Y0 R? N. - 1 �,`Q.o P5 G. SqM� -lii4[fII/I////// II a II Ell - ROOF DECK vv/SHINGLE WALLS INSET 1 _ ,!� Ix4 - - - I — WOOD RAILING. PROVIDE INTERNAL FR Z Ix8 FASCIA INNS II ,i„ Ill _ ''�i, • e1s3�' (-) FRIEZE BOARD OVER _ DRAINAGE OVERFLOW SCUPPER '� CXW145 CXW145 CXW145 CXW145 SHINGLES UNDER OVERHANG TW21052* CUSTOM CUSTOM CUSTOM CUSTOM 'N2105221 052 — 1W21052* TW21052* ir 2105 W2105'L ' 7 CASEMENT CASEMENT CASEMENT CASEMENT §` W Ar FLARE ROOF FRAMING AT _ _ PROJECT NO: OVERHANG. SEE SECTIONS - - 1202 � SThVDING SEAM LEAD COATED T 2nd FLR. _--_ ------ COFFER ROOFING OVER 3O# B_DG DRAWN BY: rAFER ON !;24." FLYWD. DECKING- TCS-- -- ---- MIN TCS IxIO PVC FRIEZE BOARD PROVIDE BUILT-UP FASCIA BOARD CHECKED BY: IN/SPRUNG GROWN AT SOFFIT 1 > CONTINUOUS w/PORCH ROOF. PROVIDE FLARE AT SHINGLES OVER FASCIA/FRIEZE DATE: — -� s=e - 8/17/12 �_� _ -L_ Ill Ill _L— I Ill - ILII SCALE: _ _ 1/4 - 1 - 0 CEDAR SHINGLES ON 15# BLDG. 1824 DHP5662 DHP5662 DHP5662 _ SHEET TITLE: PAPER ON 5/5" PLYWOOD - —_ _ SHEATHING ON 2xb WOOD FRAME — _ U1_ - PROVIDE 5/4"x4" PVC CASING ON ALL w/ R-I BATTING. (TYP.) >-T 1,0•cus -•M — D00-.GUST .•M : - WINDOWS 4- i DOOR �� DOO D•�' n' �' GAP OVER HEADCASING DOORS, W/DRIP CO — - - ELEVATIONS FLARE SHINGLE AT BOTTOM — - — - EDGE OVER STUCCO FACING ON — - - — — - FOUNDATION — _ - 1st FLR. -_ -Aropyr- - 1 . - 1t ' 1 I _ I. 1 1 . 1 . ' 1T ' A T T t -� L 1T ' l 1T , 1 ,dt I \ \ 1 1 \ 1 1 \ \ \ 1 1 1 \ SHEET NO: 6'-O" / / NOTE: STONE OR CULTURED STONEWINDOW NUMBERS ARE SHOWN ONLY ONCE, ON ELEVATION CLADDING ON SHELF POURED INTO FOUNDATION. SEE SPECS. THESIE WINDOWS STRAIGHT FORWARD. SEE SOUTH ELEVATION FOR SCALE: 1/4 _ 1 -09 CONSTRUCTION i REVISIONS 4/2/15 NEW WALL AT DINING ROOM PROVIDE HURRICANE CLIPS AND ALL REQUIRED STRAPPING AS PER CODE. PROVIDE CONTINUOUS ' VENTING AT RIDGE Dirr. a \.- W 1 6j 12 CEDAR ROOFING SHINGLES ON U ›- SPACED SHEATHING ON O - 1 Z 14 2x10 R.R. ® I6" AIX W In p 19 CD CEDAR ROOFING SHINGLES ON a- — — 1. 0 22x101016" CEILING JOISTS w/ " -- — O _ SPACED SHEATHING ON - PLYWOOD DECKING IN ATTIC AT .� 2x10 R.R. 16" ATT I G AREAS w!3 T. MIN. HEADROOM / W: 1 12 7 N Q 12iii0K, � �� 0 —�.�It� ALIGN FASCIA BOARD AT SHED Y*111i..- / DORMER $ TYPICAL EAVE \ Ce +32'-IU's" , T_OP ATTIC SUBFLR. I _ _ _� u / OVERHANGS \ 111.11/ I,_, +32'-I" BOTTOM GLC. JOISTS - - - - - - - - - - - - .. ♦�♦�•������I�� Irl�I������L'������������������ 4,4��������������������+��� �N���������������I�RI_4.�,•�I����-�904,0 w•N. /�/� �STRUGTURAL HEADER SEE PLANS CO W Z - - - - - - - - '\'ia� , - \ • `�,dillp FR DETAILS. Z 0 * -k.‘ .4pidIP p I CI. 1. Q +30'-8" TOP PLATE ® SHED DORMER (TY ) _ _ _ _ _ , 01 1 ,, ,' \ \ (II� INF 1 �' ,/ IIllllll _ TRAY CEILING w/2x4 FRAMING AT \�\\ \ \� -1 ' i��� ��� ' A' / ALL WALLS, TO MATCH PITCH OF � BEAR PORCH ROOF FRAMING ON PLATE W , Q y , , 0 �\ \ \ \ I II AT FIRST LOOS WALL BELOW Z VERIFY CLEARANCE AT /1'-6" �, , / DORMER ROOF FRAMING / WINDOW SILLS I A , / 1 Ce L!1 / ���fL_L. i pi 6 BD.. H\ �, I. F�riIs`Id � W ',- EXISTING ` EXISTING ROOF TO BE REMOVED 7111 ,�� /, � T EEI7ROOM / \\\ \\� , !! LINE OF FLOOO OF ROOF DECK. PROVIDE • Vii' r/ / \/ "\ \ SMALLER\\� Al 0 DECK, PER FIRS\ FLOOR PLANR FRAMING ER ROOF 01 LINE OF STAIRS BEYOND BETWEEN MAIN , , ' ► \ , � TJI FRAMING PER FLOOR PLANS, 4111rAIWIW SECOND FLOOR AND LOWER FLOOR OVER 12 %, ,/ ,' ► 1 GARAGE/MUD ROOM % �� ,� w/�/4' PLYWD. SUBFLOOR, BATT ` `INSULATION FINISH BEOW/ �� /1 ► *11 \ 1111111111V\ STANDING SEAM LIAR COATED COPPER *, %,,� ► f \ _ LOW PITCHED ROO . FLASH INTO WOOD +23'-S " TOP 2nd SUBFLR. _ _ _ _ 1A1 �_�._ __ __ �____ T• A�� SHINGLE SIDING FO WATERTIGHT — - - ��������(�� ��I1I' ,♦♦ ♦♦♦♦♦♦♦♦•♦♦♦♦�♦�♦�♦��♦�♦�♦�♦�♦�♦�4911 ♦♦ ' ��♦♦♦♦ ♦ � �♦♦♦♦♦♦♦♦♦♦'♦♦♦♦♦♦♦♦♦♦♦♦♦ ,�♦♦♦♦♦♦♦���♦�♦�♦�♦�♦�♦�♦�♦�♦�♦�♦�♦i♦�♦�♦�♦�I' ;�♦�♦�♦i♦�♦�♦'�♦�♦�♦�♦� -___ CONNECTION +22'-2Ys° lie TOP _PLATE � 111► ��� _ _ - - - - - -� �� r —- 'l 71. ��1 _ BUILT-UP FASCIA, TEL w/ROOF '- a I. 11-11.111_ al l � .—�� r OVERHANG, w/CRO MOLDING BELOW. I I I NEV FLUSH STEEL/TIMBER FLITCH 111111 - PROVIDE CONTINUOUS GUTTER PER SPECS. vi PROVIDE SOLID BLOCKING :: I +20'-5" I TOP SUBFLR. _® GARAGE_ _ PLATE. SEE FLOOR PLAN FOR AT ALL BEARING POINTS r - - I'-4" SIZE, SUPPORT :�4 OF TJI F.J. (TYP) - PROVIDE Ix6 PVC GROOVE T*G y I I I CEILING FINISH w/ ROWN MOLDING ATo z. C W EXISTING FRAMED ALL TO BE ` ►1 PERIMETER 1 REMOVED III ` N Q: , /.3,, \ . ^, I I I N.I I ALO /`s' ., ;� 'Min 12"LDIAEMETER OAP BEIARING W J• Z ■ II► J� aZ � III \ p FIBERGLASS COLUOMN w/CAPITAL BASE, = W I III ROOM \ i G ATTACHMENT TOP 4 BOVTTOM EGURE a in a N I uI LIVING ROOM s 2 w• N III / a p-■ a ilA_ ;0 4o 3 .. BLUESTNE PAVERS ON MUD SET ON 4" \ 3 THICK CONCRETE SLAB REINFORCED w/ N y' J . i 6x6,)10/10 W.W.M. ON COMPACTED FILL TO �:A II II I - \ 1 A DENSITY OF 95% +II'-2l's" TOP 1st SUBFLR. I II • �r W 1 ♦♦♦♦' � �y�♦♦♦♦♦♦♦♦♦♦~•♦♦♦♦♦♦♦,♦♦♦♦♦♦♦♦♦♦P47.76 �•♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦w�♦♦♦♦♦♦♦♦♦♦i�•�������������������������������`����������������' 4" THK. STONE FACING ON LEDGE CAST 1710- �F E w Yo +10-O ' TO_P FOUNDATION _ _ _ _ _ _ _ ' \`y+ \ ;,n÷ 111INTO CONCRETE FOUNDATION WALL-+= STEEL SEAM. SEE PLAN � ' / / B))/R SLAB HAUNCH 2"ON EDGE Ot// / / /"' '::,\/ \/ \/ \/ \�: .• . t FOR SIZES \ .y \ \ /\��'�y ;: \ , ►.•' .,r,t I ,••. CONCRETE FOUNDATION WALL. X tr /: :; PROVIDE THRU FLASHING BETWEEN y 2 RAT SLAB '' / /\..,/,< % �' `�� / / / / }'•'... CONCRETE AND WOOD FRAMING, �':: ;....; .i':'. WOOD FLOORING ON 30# BLDG. PAPER ON "�.;•.'\ \ \\� /\,M, \ / 11.'I- \\ .�� - /\\ \\ \\ \\ (2) LAYERS OF 3/4" PLYWOOD DECKING WATERTIGHT ,� V� /�:: >. GLUED AND NAILED TO 1114" TJI FLOOR ~�' /�f\ j\ \ \//\//\//\/ \� // / / ', / / ",* il8 . c•1 •-.�• JOISTS AT I6 0/C. w/ R-14 BATTING. ,: \7/ \" T \/ / /\/ / \:.;...� / - 41. ,,,!4� a, \ \ \\ \\�;: �• PROVIDE ACCESS '• \ \ � � ':`'• \ \ NEW FOUNDATION WALL TO MATCH EXISTING \ /ti \/\. THRU EXISTING WALL / / / / / PROJECT NO.: / /\// ':::*... TO CRAWL SPACE CO �� .::.. , / \.'. \/ �ZOZ \\ \\ \\' •:: 10 THICK CONC. WALL. PROVIDE ' '' , '. \\ /:_:• \/\..;:'•:' a G }� REBAR. AT TOP OF WALL. WALL TO "::?: \ /•:.;.. �// DRAWN BY: :; /\/ L3JM I�iT BEAR ON 12 x 24 GONG. FOOTING. ‘..!.•::'• \' '` l TCS PROVIDE DAMP PROOFING ON ;, \\ \\ •�'' \ /•,, \�\:.._;: 4 THICK CONCRETE SLAB REINFoeGED EXTERIOR OF CONCRETE PER SPECS ' : ",/ CHECKED BY: / / ,••„ /\/ r w/ 6x6, 10/10 W W.M.. PROVIDE 5,14^1CUT \ \:,..;:..t•.: .. .•' \ •1 CONTROL JOINTS AT 20 INTER .• :• ,� \ \ \ \ \ � \ /\ /. ..:�:;. \�\ ;..' • ..*:.::r\. '_ ;.'\//\//\//\//\//\//\//\//\//\/�\//, ;•. •.: !.:. \ //\/ DATE: \ �y`•• /\/ - \ • ' /\\/\SOIT(TYP� BEAR ON UNDISTURBED 8/17/12 , :;,:: \/\ ".• ,i `//\/ //\/ SCALE: \\ \\ \\ \\ '"•:;• \ :. : :i .\ \ \\ \\ \\ \\ \\ \ SHEET TITLE: I II :t... \ \ •! ..i. ,�:. a•. .r•'t •• 1: ••� ••I'•. .. .`{'... ,� _... _ ., w .:.s. :• ."- .:.. , '.••••F •."S` 'S . ... •�.. ...tom,•; l \ O-O A, TOP FOOTING - - -—\ :. .• ...., `;' '�•', `' ''' . ' •.'. _ /`//i///� // / \/ \\\/•�/\//\//\//\//\//\//\//\//\//\//\//\//\//\//\ / SECTION \/ \/\\7./\\//\ \ /\/\\/\\/\\/\\/\\/\\/\\/\\ \\/\\/,\\/�\,�`\/\ \\,�\//\\/\\ \\ \\ \\/,�\ \ i\/\ i' (-0 Buillap) ON ( ) SE ( NTlicioN SHEET NO: x ,....:CD SCALE: 3/8" = 1' -0" CONSTRUCTION REVISIONS: LOCATION MAP ,, SEPTIC . , SITE DATA PFOFILE , / M / / SCTM # 1000-118-04-05 ((�,�',$,) DRAINAGE CALCULATIONS PROPERTY 7725 NASSAU POINT ROAD BUILDING WALL FF EL 19.25 FT AREA OF NEW ROOF DW-A TEST HLE / /i, + R. ADDRESS CUTCHOGUE, NY 11935 DEON 1'7.5 FT. J21CDALD GEOSCIENCE / OWNER: 541CHELLE & TIM SUTTON PLACE cMANUS (bW A) 4823 5F x (2/12 FT.) x 1:0 = 804 GU. NO SCALE SOUTHOLD, NEW YORK 11971 �. � � ROCKVILLE CENTRE, NY 11570 GRADE LINE ELEVATION I/5 fT. TEST HOLE DATA(M5/12) ELEV+17.5' • I' MIN. 2' MAX. USE • E DIAMETER x 4 HIGH POOL vitrik,4 SITE: 39,131 sf = 0.898 ac �- 03) 8 X 4' STORM DRAIN RING ■ 844 GU. FT. 1.0 FT_ DARK BROWN LOAM OL //�,�,.jj ZONING: RESIDENTIAL 40 (R-40) 7 .------- -----___ �,� 844 CU.F • ' REQUIRED4.0 FT.,BROWN SILTY SAND SM jP"°"'`ems' AREA OF I/4 /FT. 9 FT. PALE BROWN FINE SAND SP 3' / 11,11iDISTURBANCE: 12,650 sf = 0.29 ac I/8"/FT. TOP OF POOL 16.13 FT. / AREA OF NEW DRIVEWAY AND WALKWAY 14 FT. PALE BROWN SILTY SAND SM y VOLUME OF SEPTIC CACHING DW-B 16 FT. PALE BROWN FINE SAND SP o- EXCAVATION: 865 Cy, 7 ft deep TANK POOL DRY WELL AREA x RAINFALL x RUNOFF FACTOR WATER IN PALE ��` o/' '�' VOLUME OF f\- LU 01 IE. +16.5' IE. +15.8' BOT OF POOL 8.13 FT. ON B) 4336 5F x (2/12 FT.) x ISO se '123 GU. FT. 23 FT. BROWN FINE SAND SP �� � op � FILL: 500 cy, 7 ft deep � � USE: ($) 8' DIAMETER x 4' HIGH POOL COMMENTS:WATER ENCOUNTERED 16.0' > ' IE. +16.3' IE. +15.'72' USE: : X 4' STORM DRAIN RING = 844 GU. FT. BELOW SURFACE,ELEV+1.5' •.;� ,� SURVEYOR: NATHAN TAFT CORWIN III Z GROUND WATER ELEY +1.5 FT PROVIDED REQUIRED ri''�� PO BOX 16 844 GU. FT. > '123 GU. FT. JAMESPORT, NY 11947 W 10'-0" 8'-0" �i . • 3 MIN , F LICENSE# 49273 O D / / DATED 3127/12 rilO / , / /7// A Z - ' O u EXISTING LEACHING POOL (VERIFY LOCATION) TO BE NOTES: I- GLEANED OUT AND CONVERTED TO HOLD A NEW SEPTIC LIFT 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM ' STATION (LS), BY LITTLE GIANT * 511632. THE EXISTING SEPTIC EXISTING ELEVATIONS ARE SHOWN THUS: - \ PUBLIC LINE FROM THE BEACH HOUSE CABANA TO BE CONNECTED TO EXISTING CONTOUR LINES ARE SHOWN THUS: - - 15 — M ft Q WATER STATION NEW SEPTIC LIFT STATION. THE EFFLUENT FROM .fl CFL. — E FOOROR O DEMOLISH EXISTING RESIDENCE AND GARAGE BEACH HOUSE CABANA TO BE PUMPED UP TO THE NEW SEPTIC T.B. - TOP OF BULKHEAD �- COMPLETE. FILL EXISTING FOUNDATION SYSTEM THROUGH THE PROPOSED RESIDENCE B.B. — BOTTOM OF BULKHEAD EmmaF-- 1- T.W. — TOP OF WALL OTHERWISE NOT PART OF NEW HOUSE FOUNDATION Cl)PRE-EXISTING BATH B.W. - BOTTOM OF WALL v� O TEMPORARY STORM WATER RUNOFF CONTROL HOUSE TO REMAIN 2. FLOOD ZONE INFORMATION TAKEN FROM: ` Z a MEASURE= PROPOSED HAY BALES � SILT FLOOD INSURANCE RATE MAP No. 36103C0502 H FENCE DURING CONSTRUCTION SEE DETA)L Q 0 D ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); _ PERMANENT STORM WATER RUNOFF CONTROL PROPOSED 10 FT WIDE NON-TURF BUFFER N BASE FLOOD ELEVATIONS DETERMINED / y NEIN BEACH GRASS PLANTINGS ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.216 V) MEASURE (DW A): TEMPORARY STORM WATER RUNOFF ANNUAL CHANCE FLOODPLAIN. I1J ' a NEW UNDERGROUND DRY' LLS (SIZED FOR A CONTROL MEASURE: PROPOSED HAY < Z 2" RAINFALL (DIN) (8 FT DIA x 4 FT HT) FOR BALES 4 SILT FENCE DURING r^ N CONSTRUCTION SEE DETAILpit ij, i4.r., tz.....no RAINWATER RUNOFF -' •M GUTTERS AT THE N rn BUILDING STRUCTURE n SEPTIC LINE FROM LIFT STATION 104'3" Z to \� WO/F TO NEW SEPTIC SYSTEM rl .. ALICE EVANS QUINN EXISTING LAWN TO BE REPLANTED IN GROIN AREAS OF CONSTRUCTION DISTURBANCE STONE TERRACE ON 4" - w (..°1--, �� PRIVATE WELL GONG. SLAB w/FOUNDATI• I ► II c ISTING PLANTS LINE OF TO BE REMOVEING D DRIVEWAY -IX (6) SUPPORT PIERS T• 389 42�- . . :•1 / / - -_,.J �► "BEACH GRASSPLUMBING DRIVEWAY: 'ISTURBED SUBGRADE • : 11 1 ► .1 ,J , ALL PLUMBING WASTE REMOVE PORTIONS OF EXISTING DRIVEWAY - _.........0.--e,---.•- ` I 1 >_S �' LITTLE 8,WATER LINES NEED ill --�-� ;.� U) TESTING BEFORE COVERING \• "HkEx AS SHOWN. PROVIDE NEW BASE COURSES AT -- 1,0A1110 LAVIN Ilk . -r i z 'STING NEW DRIVEWAY LOCATIONS. PROVIDE NEW - _ -=---- .. � � ,� f' . ' '•- I G7 `�' EXIST PECONIC PLUMBER CERTIFICATION WEI.'L TOP GOAT OVER NEW AND EXISTING I -�- tee; _ • 11 WOO 12i \ DRIVEWAY IN AREA 54-'0!''41`1 HATCHED --- '"" �� \�■■ ` • STEPS -� � .-�'-�- � Dw -- i"i���c�_"��\\II • ' � � BAY ON LEAD CONTENT BEFORE -� .•r"� -- v■■■■■■�'" N '�. • Iv 111111111 CERTIFICATE OF OCCUPANCY �•�-� ��■\■�► ■'�■i� R'•. v SOLDER USED IN WATER -� 1 1 •• t■��7,►s■\►���■■i' = 1 I \., _ EXISTING STEPS -� _ _ • 1 �t�■■■\■■■■ ■■�� rilithiliellIgli, SUPPLY SYSTEM CANNOT • pg� nnl�■\\\\\ GROIN ots zCI) „ • ---��„'� Its _ - p}�_rie ' ' • • • .I . • .�ti��■�,■,,��■� ■■I' 0 E •'�'� ASK -- �? G�' t■■tl■■\ ®t1�■A/�� / .,..��+ EXCEED 2/10 OF 1/o LEAD. /1N 82'05.0.x. IDE 8 FT. WIDE BELGIAN BLOCK BORDER__ � •• I• •�D ���� ■■tl■■■/����'�"� V) Q• ” l!1 N �� __ a ��5i ■■■■■■t�/��� I_ LAWN 1 �� � -- EXISTING LAWN TO BE ON b THK REINFORCED GONG. SLAB � G$ ■■■t -1 1 114 �► IM\ a- ^- a 1 ���1�■,■IV �? - •►■i■■■. I REPLANTED IN AREAS OF - tG -1z'DERMA sTORraWATGoL (DWB): 6I ris• �"�--� --. saises�\��'► r1 .L• Savo n 1 %. ( 1111 I� i 1:::::::::7‘n5 �f. - fi.r F�,�. Q .. W J• a �� CONSTRUCTION DISTURBANCE � �.;� � � �:;�N ►��.:� �_...� �x��� � � 2 t NEW DRYNELLS (SIZED FORA 2" RAINFALL + .4�141.�r�, -: �j��� �,•, 0111 1 -1.....--'41 _ t'bY'U (8 I DIA x 4 FT HT) FOR RAINWAI -- RUNOFF FROM P...0.0. 1!„.21. ' (►�■■\jt t 11 I I W• aN■■■ 1 •I HIGH WATER MARK ALONG �7:7111.4-:;:i .UTTERSIAT TFC BUILDING STRUCTURE /M < m , • • ►■ ■■■\t .f► 1 . _� I I 1 I I. EXISTING WOOD BULKHEADDO NOT,PROCED�1r'JITH, t :: F� a ,� /D • +' ' iiiaar, ' owille■t �I 1 1 FRAMING UNTIL SURVEY w• " �� EXISTING = ��■ - ' ■• a I I I I I , Q H• 1 • ' � >7 1�� ' ut i■■===:. s I , �:. •. o �OF FOU�IDAT10,d LOCATION fON � 5 O -' s3 .„ ^, �S)-/Ns WOODED AREA Illikoh.171:1"4,611:10H• I�=j■■■■� I II JHAS BEEN AE✓ 'FSO IED. o 'UNDISTVRSEDN ' •I►■■■■■� 1 — LAWN s • Ii II I y 01-I::: •1 H z Bw , I /ice1►����i\� _J a' >: : GROIN� 0.'t � • r DW �`� '� • • ••; • 1 I_- � - a � . ,•1:� � �I 1 I , � � XISTI?�� PLANTSEXIST' ,. m t .. I I1 �� N-6 a N i Dw �I�. - ■ 1111 -Jx 7• PROJECT 517E © _ �,;� �, % m 1BEACH GRA55 APPROVED AS NOTED0 1 GONSTRUGTIEON EiA- ,� ��� �` _� �• �•. 1rn+� r.� DATE .P.# / 117d AGG - !! �----�' J�_�- -� 393.31 ` `��1 �� 1 _._., ` -�� FEE: 7Y ' vBY i�.? o O' 1�F1/�CII `- - r► . NEN ft - r-- ' ' -� -- m' •� ��� NOTIFY BUILDING DEPARTMENT A{ `' SPSc• 1/43:,,,,c,,O O -� • • • 1 : a� � DRI Y LI GE r i 1 .e�� - �M OCCJ #A UR Q \sl.� � - — s i SURF..ACB ����— W 111 �- °.• . ' e 765-1802 8 AM TO 4 PM FOR THE s e I EXISTING PUBLIC 1 "og, LI r' - WOODED AREA ;_ , 'S� -�' ��� - - I .:: e. : EXISTING 0 ��, O t FOLLOWING INSPECTIONS: - i—c ,, — m _ 'STING RESIDENCE TO BE DEMOLISHED •. . . UNLAWFUL L 1. FOUNDATION-TWO REQUIRED WATER METER 5 1149�N" EXIST' � ► UNDISTURBEDle-rra-- 2- �.•�' - COMPLETELY. FILL EXISTING FOUNDATION a r FOR POURED CONCRETE LOCATION RIS IRRIGATI• -`- - G P I F �- "!°�a ;T? 2. ROUGH-FRAMING,PLUMBING, �'0\\..0.z..... 8 `1 I WCL -,� 'TEMPORARY �. STRAPPING,ELECTRICAL&CAULKING %�T 350 �G 1 PLOW -+1 EXISTING •�+-�-� DUMPSTER TERRACE • 3. INSULATION ''':\e'. -kit ` F�' tiiicri t�� WOODED AREA •�-� 4. FINAL-CONSTRUCTION &ELECTRICAL ,� °� LOCATION EXISTING LAWN TO BE REPLANTED IN AREAS OF MUST BE COMPLETE FOR C.O. -- f • EXISTIN �I "UNDISTURBED" - -.►-• - CONSTRUCTION DISTURBANCE ALL CONSTRUCTION SHALL MEET THE PROJECT NO: OVERHEADui UTILITY LINES -W NEW STO , REQUIREMENTS OF THE CODES OF NEW 1202 -�• , TERRACE ON 1 BASEMENT ENTRY YORK STATE. NOT RESPONSIBLE FOR TO REMAIN S 82'00 00 CONSTRUCTION CONCRETE SLAB AREA OF EXISTING SANITARY SYSTEM TO BE REMOVED a"` DESIGN OR CONSTRUCTION ERRORS. DRAWN BY: UT STAGING AREA .. , I ' CHECKED BY: NEW UNDERGROUND WA __ EXISTING UTILITY POLES TO BE REMOVED RETAIN LINE FROM METER TO EXISTING UTILITY POLE # AREA OF DISTURBANCE: 12650 sf = 0.29 ac ; ' STORM WATER RUNOFF TS BASEMENT OF HOUSE O POWER LINE n > ' OF THE TOWN CODESUANT TO . 8-17-12 236 DATE: 8-17-12 TO BE REMOVED ORARYSTORM •WATER FP CONTROL REA OF STOCKPILED TOPSOIL 1 , EXISTING UTILITY POLE WITH TEST HOLE EL +11.5 MEA.�t1RE: PROPOSED ; �`` SCALE: 1•• = 20'-O" TRANFORMER TO REMAIN PROVIDE 1 HAY BALES 4 SILT FENCE NEIN SEPTIC SYSTEM ) - rA ` NOTES: CJ. CONNECTION TO NEW UNDERGROUND NEW H FRAME WITH ELECTRIC DURING CONSTRUCTION FORA 6 BEDROOM RESIDENCE f?} SHEET TITLE: UTILITY LINES TO RESIDENCE METER AMD NEW SEE DETAIL i,. ' UTILITY LINES TO RESIDENCE - 1500 GAL SEPTIC TANK (ST) .0 SCOPE OF THIS PROJECT ON THE PROPERTY 15 LIMITED TO THE WO/F - (2) 8' DIA x 8' HIGH LEACHING POOL (LP) / G; PROJECT BUILDING AND THE LAND SURROUNDING ENCLOSED BY THE SITE PLAN - ROBERT &REDICK - FUTURE LOCATION FOR (I) 8' DIA x 8' : 1 ' $ PUBLIC WATER �-" -/ , , PROPOSED HAY BALES 4 SILT FENCE AS SHOWN ON THE SITE PLAN c �_ �� HIGH LEACHING POOL (AXP) - `,.'. NO OTHER BUILDINGS OR LAND ON THE PROPERTY WILL BE + IJ AI'TCGTED BY THE CONSTRUCTION. ATERALL RAIN WATER ON PROJECT BUILDING WILL BE RETAINED ON SITE EARWITH THE USE OF GUTTERS, DOWN SPOUTS DIRECTED TO CL UNDERGROUND DRYWELLS AS SHOWN ON DRAWINGS. PUBLIC TOPSOIL WILL 13E GRADED WITHIN THE LIMITS OF THE PROPOSED SHEET NO.: WATER 8 El I E HAY HAY BALES 4 SILT FENCE DURING CONSTRUCTION SCALE: 1" = 20'-0" BIDDING & PERMITS SWPPP APPROVAL II GENERAL STORMWATER POLLUTION PREVENTION NOTES PERMANENT STORM WATER RUNOFF CONTROL MEASURE SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE �� (k) SITE activities for this project will consist of: CJS 4 1. Installation of temporary erosion control measures (silt fence barriers). 2. Existing building structure to be removed 3. Excavation and removal of the existingsystem sanitary D.')\' / 03 4. Excavation and removal of portions of existing parking surfaces �J`J 5. Demolition and removal of the existing building foundation '� 6. Excavation for a new building foundation (+/- 8 ft below finished grade) 754 cubic yards Li 7. Construction of a new foundation 8. Construction of the new building LU e 9. Installation of on site drainage structures (permanent storm water runoff control measures) and septic system I 10. Installation of underground piping from gutters and downspouts to the drainage structures 11. Filling and grading of soil above drainage structures and septic system 1- Z 12. Installation of new underground site utility lines 111. I Ur 13 .Construction of new concrete and stone terraces � 0 CI"44 14. Renovation and repair of existing parking surfaces 0O 15. Addition of new parking area including grading and new parking surfaces i / TOP OF &RADE 16. Installation of new landscaping plants, lawns and automatic irrigation system 0 V 17. Refinish of all parking surfaces Nom e . (S THK EPA 'x'AB G AGGSR oPl tl1'!G 18. Removal of the temporary erosion control measures (silt fence barriers �' (SEE PLANS FOR LOCATIONS) � P rY )• � ' i V a , ,, Z2I3I R Ix. .-- . U , Ssf = 0.898 Acres F- �� Soil Classification: See test hole Z ® ® ® ® ® ® ® ® ® ` u '�� Receiving Waters: Great Peconic Bay — ® ® ® ® 18 ® ® ® ® = Contractor: N/A Z —; 00,. ® ® ® ® ® ® ® ® ® : a . N p D u, : ® ® ® ® ® ® ® ® ® = co POLLUTION CONTROL MEASURES u) o ° water management and erosion and sediment L ® ® ® ® ® ® ® ® ® In accordance with the provisions of the Town of Southold, chapter 236, storm y ILII w ® ® ® ® ® ® ® ® ® : a control measures including, but not limited to, the following shall be employed during construction: IX 41. Z 5'MIN. : ® ® ® ® ® ® ® ® ® : A. Existing vegetation to remain shall be protected (by installation of construction fence or other approved means) and shall 11.1 ti SEE see FLAN FOR Drnt � remain undisturbed. � {5 ti B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas and the length of time that areas are ) exposed. A maximum of 1 acre shall be disturbed at one time unless written permission is granted by the NYSDEC. Graded riiii \\___ SINGLE STORM DRAINAGE RING SHOWN and stripped areas shall be kept stabilized through the use of temporary seeding as required. Seed mixtures shall be ino. accordance with the soil conversation service recommendations. - - CLEAN LL D ANDAL To Br= C. Bare soils shall be seeded within 14 days of exposure, unless construction will begin within 21 days as sections are GLEAN SAND ,� f�RAv�. Y P 9' Y completed, or if construciton on an area is suspended, the area shall be seeded immediately. PERMANENT STORM WATER a. Seed preparation - scarify soil if compacted, remove debris and obsticiles such as roots and stumps. b. Soil Amendments RUNOFF CONTROL MEASURE 1. Lime to ph 6.0 0 STORM DRAINAGE RING TYPICAL 2. Fertilize with 6600 lbs of 5-10-10 or equivalent per acre (14 lbs/100 sq. ft.) NO SCALE c. Seed Mixtures Z• 1. Temporary seedlings Da a. Ryegrass (annual or perennial) @ 30 lbs. per acre (0.7 lbs per 1,000 sq. ft.) installe„� Q• i 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 ,,,I g. o October/November. o } 2. Permanent seedlings - See Landscaping plans w ...r• Z 5. D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall be diverted away from D w• 2 a In cleared slopes. 2 W• a r § ; WIRE y,/ E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage systems. " 1"--- FILTER FILT R CLOTH Sediment barriers shall be installed along the limits of disturbance prior to the start of construction and shall be maintained until Q ~• 5 construction is complete. �. BOUND HAYBALE F. A stabilized construction entrance shall be maintained to prevent soil and loose debris from being tracked onto local roads. The WRFACE construction entrance shall be maintained until the site is permanently stabilized. Any sediment tracked onto public roads to be 1 removed or leaned on a daily basis. FLOW FILTER G. All runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets installed on site shall be protected from sediment buildup through the use of appropriate inlet protection. /�`\ l , . H. Appropriate means shall be used to control dust during construction. / i1 \r/ I. Sediment barriers and other erosion control measures shall remain in place until upland disturbed areas are permanently .�EOF NFwk ilLoi_ POS.. AL WIRE FENCE w/ stabilized. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems shall be ��APs c. Sq�o�,� ER GLOM ARID METAL r o G TS 10' MAX SPACING cleaned and flushed as necessary. �sQ,,�€ N J. The owner/operator/contractor is responsible for inspection and proper maintenance of erosion control measures. Inspections j �, Afela j must be performed every seven calendar days and immediately after periods of rainfall greater than one half inch. Maintenance measrues `. IV - measrues are to include, but are not limited to, cleaningof recharge basins, sediment traps and d ells, cleaningand repair of �' 1 *J = "` sediment barriers, repair of berms and runoff diverters, and cleaning and repair of inlet protection devices. The PR'OJE"CT NO:° "SII041, 41111r At�Le STAKE INTO owner/operator/contractor is required to maintain copies of the SWPPP & General Permit on-site at all times. General Permit 1202 01 - '" BALE shall be posted al all times. DRAWN BY: It`�` 11111. SURFACE Dttl�►INAGE FLOW K. During construction, the contractor will comply with all local regulations concerning the disposal of solid waste and debris and UT k+'•• 4 2' RE3AR,STEEL PICKETS toxic and hazardous waste, as well as sanitary sewer and septic system regulations. Temporary fencing shall be erected as t OR 2• x 2• STAKES I-I/2• CHECKED BY: TS • taw' -04* 4f;. _ shown on Site Plan along with the placement of dumpsters to control the buildup of debris. The contractor shall periodically Z IN GR+Out� DRIVl= -art -o, FLUSH w TOP OF BALES clean up any debris accumulated along the temporary fence and empty the dumpsters regularly. DATE: 8-17-12 10 .� .�" �►/ eourn� HAYeAI,E9 (A»ur TO L. The contractor must complete the construction sequence schedule in the report with start and end dates. 4'C ADJOINING BALE TIGHTLY) The contractor will report any required modifications to the SWPPP necessitated by field conditions or construction activities to SCALE: t• HALEBALE TO BE EMBEDDED INTO the Engineer/Architect for revision of the SWPPP where appropriate. No Scale SOIL MINt4JM OF 4" AND BINDINGS SHEET TITLE: P' HORIZONTALLY DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE WRAP SILT PENCE UNDER HAYBALg Construction materials shall include concrete wood forms, building lumber and associated metal attachments, precast concrete SWPPP AND DRIVE STAKE THROUGH. septic/drainage structures, prefabricated building components (windows, doors, cabinets, flooring materials, finished roofing and siding materials, lighting fixtures, plumbing fixtures), gypsum wall board, batt and rigid insulation, piping for plumbing, outdoor DETAILS TEMPORARY STORM WATER paving materials. & NOTES Waste materials shall include demolition materials from the existing building structure, unused building materials and products, RUNOFF CONTROL MEASURE trash from construction workers meals and drinks. Project site shall have a dumpster that all waste marerials will be temporarily EROSION & SEDIMENT CONTROL DETAILS stored and dumpster shall be emptied weekly by a private carting company. SHEET NO: 2 NO SCALE 2 BIDDING & PERMITS SWPPP APPROVAL 11 TES STRUCTURAL REV I EVV BY STEVE MARESGA, PE WIND-BORNE DEBRIS PROTECTION FOR OPENINGSISS-O 1 WEST MONTAUK HIGHWAY, HAMPTON BAYS, NY II c146 FOR WALL OPENING PROTECTION OF 120 MPH 5-SECOND VVI ND GUSTS PHONE 651 120 (1480 ( MAXIMUM MEAN ROOF HEIGHT: 55) SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS ♦ - - ... 4 USE/OCCUPANCY 2 x 6 TIE a EACH RAFTER DESIGN • CRITERIA: ,,.• IN VIEW of STRAP. CLASSIFICATION I - ICE SHIELD UNDRLAYMENT SINGLE FAMILY RESIDENTIAL SHUTTER ASSEMBLY REQUIRED - 24" FROM EDGE I DESIGN IN ACCORDANCE WITH AMERICAN N.T.S. •a'• FOREST PRODUCTS WOOD FRAME FOR PANEL SPANS: 0 < 4'0 WIDE SPAN I , ` CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE 23/32" (5/4") APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD IUJI HEIGHT PRESCRIPTIVE METHOD (OVERLAP AROUND OPENINGS 4") I 1 . I I ALTERNATE LTER ANE�GLOSITTIO 5rJ -O�� MAXIMUM USEGROUND SNOW LOAD - 45 PSF. I ASSEMBLY: I-- ( SIMPSON H3 ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ .1 ( FIRST LEVEL - 40 PSF. L.L. >- #IOx3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL LIVING AREAS - 40 PSF. L.L. WOOD SCREW ® I6" O.G. ' i SIMPSON H2 HURRICANE I BEDROOMS - 30 PSF. L.L. Z ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: I i ' CLIP NAILED. PROM I . ' WIND SPEED - 120 MPH W *10 TEE NUTS ATTACHED TO BLDG. w/ #IOx1-I/2 ( W/ WASHERS) I I RAFTER,,, TO1►i FIRE AREA 0 MACHINE BOLT @ 12" O.G. r J� ( 5 - Sd NAILS EACH END Ii �I SEISMIC DESIGN CATEGORY - 5 "1 orip S. I RESIDENCE: X WEATHERING - SEVERE 0 O_ ' I APA RATED PLYWOOD TO FROST LINE DEPTH - 36" V 01 � � r - EXTEND TO TOP OF TOP PROVIDE 8d COMMON I PLATE. NAILS a 4" O.G. AT EXTERIOR EDGE OF ALL TERMITE - MODERATE TO HEAVY •, ,,,-,4SHEATHING. TYPE OF CONSTRUCTION DECAY - SLIGHT 1" v ICE SHIELD UNDERLAYMENT REOU I RED - YES VRI J I,i- CONVENTIONAL LIGHT FRAME WOOD o I1 s� e I CONSTRUCTION = p 1 1 . . 1-- 1- II- I�_ .. LTIPLE SECTION ASSEMBLY: Z I 1/4 THICK BOLTS ® 2 OG CO I ' ' "' GENERAL NOTESZ = a II II 1�,- I.rr' I . I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 15. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY0 n I I I I I ACCORDANCE WITH THE NEW YORK STATE UNIFORM SHALL BE DESIGNED AND BUILT IN ACCORDANCE ICC I I I I I %, • BUILDING CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. ► PLYWOOD SHEATHING CONSERVATION CODE, AND LOCAL AUTHORITIES. Q I I,,• I -- I ;, TO OVER LAP BOX14. THIS STRUCTURE HAS BEEN DESIGNED IN W Li BEAM - TOP + BOTTOM. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY Ce '. 11 I I I I 11 MINIMUM 28 DAY STRENGTH OF 5000 PSI CONSERVATION CODE. Li. in I I I I I , ►' ME D PSON o GAGE 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL LU �y lit,- i �' i I -- i I - METAL STRAP 048" OG. LARCH STRUCTURAL GRADE *2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. ti "I' , 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE 1 I I I I I I I DOUBLE TOP STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. L_ SHUTTER ASSEMBLY l i 11 2 x 6 .16" 0.C. PLATE PARTITIONS, EXCEPT AS NOTED ON DRAWING. 1- N.T.S. STUDS 1'1. ALL STRUCTURAL STEEL TO BE ASTM A56 WITH ONE �- 11 ,- I I , 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND COAT EPDXY PAINT. ALL FASTENERS TO BE ASTM FOR PANEL SPANS:4' OR WIDER SPAN .' II N FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. A-525 BOLTS, 5/4" DIAMETER. I 1 1 I8. CONTRACTOR SHALL OBTAIN ALL PERMITS AND 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE INSURANCE NECESSARY TO PROTECT THE ENGINEER (OVERLAP AROUND OPENINGS 4") I ( I I VERIFIED BY GONTRAGTOR(5) PRIOR TO START OF �• AROUND NAIL 4 - ad NAILS CONSTRUCTION AND ORDERING OF MATERIALS. THIS AND OWNER. 2x4 STRONG-BACKS ® 24" OC j,-• 1.1.- ANCHOR BOLT FOUNDATION HAS BEEN DESIGNED FOR A SOIL I . DO NOT BACKFILL AGAINST FOUNDATION WALLS ASSEMBLY: I I 1I SIMPSON MST2'i BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION 15 COMPLETE. U. PREASSEMBLE PLYWOOD TO 2x4'5: * 10x3" (w/ WASHERS) GALVINIZED OR i II 1/2ET WIDE - 20 GAGE LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT �� METAL STRAP o4b" 0G. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL • AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR STAINLESS STEEL WOOD SCREW ® 12" O.G. I�' ►� NAIL SHF.ATHIN6 TO SILL PLATE CONCRETE SLABS TO BE COMPACTED TO c15% AND FROM HOUSE TO ATTACHED GARAGE AREA. D5 Z . r.2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w - • 6c1 NAILS o 4" O.C. RELATIVE DENSITY. #10x3" (w/ WASHERS) GALVANIZED OR STAINLESS STEEL ' 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND r) in WOOD SCREW 16" O.G. *a! � 1. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 0 Q • ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: 2 - 5 REBAR2 x 6 SILL PLATE ON EACH LEVEL OF DWELLING AS REQUIRED BY *10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-I/2 ( W/ WASHERS) AGO TREATED. SUPPORTED BY DOUBLE UPRIGHTS, 4.0 FT AND OVER Y • b' NEW YORK STATE BUILDING CODE. J g • G re r) 12" �?S;, .�•-� BY TRIPLE UPRIGHTS. ALL HEADERS TO BE MACHINE BOLT ® O.G. SEE FOUNDATION P . N O O`S° MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. i••• >- FOR DESIGN. '..� ';=. 5/6" x I2' AB. 048. 0G. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO W - •°W W ,•qr,' '"'/ 8. PROVIDE FIRESTOPPIN6 AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT pi Z "' WINDOWS - GLAZED OPENING PENETRATIONS NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE D W •v g Z Ili Q. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED d Q N 0 o PROTECTION 15 REQUIRED FOR ALL GLAZED AREAS. CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. 2 W • N 0 4 IN ACCORDANCE WITH LARGE MISSILE TEST OF 0 ASTM E 1116 AND OF ASTM 1886. AND DECKS ETC.. CONTRACTOR MAY USE WOOD STRUCTURAL PANELS 25. THE NYS CODES ALSO APPLY TO ACCESSORY E"' • IN LIEU OF THE ABOVE MENTIONED WINDOWS. HOLD DOWN + SHEAR CONNECTION 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. y CO • �� TH HARDWAREBE PROVIDED. FASTENERSPANELS TO PRECUT TO FITRTO BEWINDODESIGNED ITO CRITICAL LOAD PATH ALIGN WITH WINDOW JACK POSTS , HEADER + SILL PLATE. II. ARCHITECT NOR ENGINEER 15 NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD PANELS TO BE MAINTAINED ON SITE. SHALL COMPLY W/NY58G GRAFTER #23O4.�t.6 FOR THE INSPECTION OR SUPERVISION OF LABEL LOCATIONS ON EACH PANEL. THIS CONSTRUCTION PROJECT. FEDERAL, STATE AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ��,� .OF Nc0,; s � - NAILING SCHEDULE FRAMING NOTES ` tt,s `a '-, N r TAKEN FROM 2001 EDITION WOOD FRAME CONSTRUCTION MANUAL, AMERICAN FOREST I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4" s 4 PAPER ASSOCIATION DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR `` 0/6,/, 8350- BETTER. o.c. EXTERIOR EDGES AND 6 d ® 12" o.c. .,4\ I (' ° SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES I NTERMED I ATE. ` 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" PROJECT NO: h MIN. THICKNESS OR AS NOTED. 1202 RAFTER/TOP PLATE 3-8d (TOE NAILED) II. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING AND WATERPROOFING SHALL BE BY ARCHITECT. 0 (10 o CEILING JOIST/TOP PLATE 5-8d (TOE NAILED) 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, DRAWN BY: CEILING JOIST/PARALLEL RAFTER 1-I6d (PACE NAILED) EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UT - H - CEILING JOIST LAPS OVER PARTITION 7-Ibd (PAGE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE - - I COLLAR TIE/RAFTER 2-8d (eo. end I-1/4" strop) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED BY: GABLE ROOFS BLOCKING/RAFTER 2-8d (TOE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE TCS o 10 o RIM BOARD/RAFTER 2-I6d (END NAILED) 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED CLIPS AT ALL PERIMETER JOIST TO GIRDER DATE: TOP PLATE/TOP PLATE 2-I6d (FACE NAILED) WITH DOUBLE UPRIGHTS, q'-0" AND OVER WITH CONNECTIONS. 8-17-12 TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A O TOP PLATE AT INTERSECTIONS 4-I6d (FACED NAILED) MINIMUM OF 2-2X8 OR A5 SHOWN ON DRAWING. SCALE: '" STUD/STUD 2-I6d (FACE NAILED) 15. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA ►� h HEADER/HEADER I6d (PAGE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL TOP or BOTTOM PLATE/STUD 2-I6d (END NAILED) AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTEDPRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND SHEET TITLE: 10 < 0 (45° BOTTOM PLATE/FLOOR JOIST 2-I6d (FACE NAILED) ® 8'-O" O.G. MIN. PROVIDE 2" SPACE FOR AIR HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED JOIST/SILL, TOP PLATE or GIRDER 4-8d (TOE NAILED) GIRGULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB - BRIDGING/JOIST 2-8d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BLOCKING/JOIST 2-8d (TOE NAILED) stairs etc. ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE I 3/4" NOTES & 0_4 GABLE ROOFS BLOCKING/SILL orTOP PLATE 3-I6d (TOE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL 0 0 lo° a (45° LEDGER STRIP/BEAM 3-Ibd (FACE NAILED) PERIMETERS. HANDLING, STORAGE, AND ERECTION OF '2 to < 0 (so JOIST ON LEDGER/BEAM 5-8d (TOE NAILED) PARTITIONS OR As NOTED ON DRAWINGS. COMPONENTS SHALL BE AS PER MANUFACTURERS DETAILS - PROVIDE Sd COMMON NAILS 0 4' O.G. BAND JOIST/JOIST 3-I6d (END NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. AT HIGH PRESSURE ZONE - - EYP.O.G. HIP ROOFS AT INTERIORIORPORTIONS OF ROOFBAND JOIST/SILL or TOP PLATE 2-I6d (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY 0 o PLYWOOD ROOF DECKING 8d @4" O.G. EDGES, ®8 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA.O.G. FIELD "TECO" OR APPROVED EQUAL. 10 < 0 (30 STRIP SHEATHING 8d (oNEIRA1-I tK) GALVANIZED MACHINE BOLTS @ 12" O.G.. SHEET NO: PROVIDE 8d NAILS ® 4" O.G. AT PERIMETER INTERIOR PLYWOOD WALL SHEATHING 8d @4" O.G. EDGES, @8" O.G. FIELD q. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. PORTIONS OF PANELS IN HIGH PRESSURE ZONES. PLYWOOD SUBFLOOR DECKING 8d @6" O.G. EDGES, @12" O.G. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING 15 AN INSTRUMENT PREPARED TO NOTE : a = 4 FT. IN ALL GASES SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE COMPONENT AND CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED A5 A CONTRACT BETWEEN BUILDER AND OWNER. 3 III'-2" / / 23'-IO" Ir-6)/2" 26'-I1/2" alt / it- 4 / / 4VP / / / iD2 ' 10 0 OPERABLE BASEMENT WINDOW 'A AP iN/GALV. 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C.) 1. / /\ UNEXGAVA-TED AREA ..---"-- a)I tu-il •,.,t.r,11,tt f-- ...1.- C ----- --- EJ --....._•-..- ....„..- 1 tI) tsx,1 R ft.-N-4g :„„ , \ \ i :,.„: REINFORCED IN/6x6, l% WM 9 ---r- -0----------------------- • 61 1 1 , . 01 ce I , i V JOINTS PER SPECS. I 1 n `k) t--- ' , ...,.. • , •.,::: 11'-10/2" I 101-11" III-5Y2" I i CO Cni Z... tO I - I -:1-r):111-----------C---0-NTINUOUS / 1 z o 4..' > , IMMO OLP' IIIIIII•AMIN=1!11 i 1 rig.j (72_4ityritiv .__,_, / = O.. \\ \ ... :`,-,-,'.-t.---4.4 ., ...*:.•-=-:!.; ,_ ..,. , „. F.7. .••• •:: :... . :....:...:,. .IMEZZarIETIMMERAMMI -1 __E _ __ _ .:.: 11 1- .;"limirlgiii;di : . '''' AsmomemomPim..- '''.;....',,i/./ ,./ /\_/ .7,. . 7: . 7\ 7 / ‘.7/.,\ / /, / ../\ / /> / 2-LVL (r) _fr col P / a .e. \ \ 0 ' D ,UNEXCAVATED A /A / / 1 > / - N /IN/COMPACTED FILL $ / '1 Uol Ci) \ -,-(•, \ \ \•,'•,./\ /,REINFORCED SLA115 ABOVE' 1 , I i ; ' •4A.. - / •-••••.= \ „i, iii -4--Y re 44 1 li- /\/\/-r, \/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/x-- , ,\/\ 1,- /\/\/\/\/\/\/\/\/\/\/\,"/\/\/\/\/\/\/\/\/ 1 ii.• 1 ,/ \ ..: i- :.-:.(.' \ IIMS. i :''" / 41611011211104MIPTAMMIPM101110611PAMPAIIMAMPAPOWIIIAM MIIIMMIMMEIPAIrMAPTIOMPAIMIIIMAIMIIIMMOSIPOPMIIIMPAPAPAGA t I 11"Ye," TJI 60 FJ 616" 7/0 ----/ -.; . 1. / .K / :::.3 ae4111 in - • •• 1. . :•• \ .: 11.1 >, \ , .. .mggraissommans\\vjk mrirminsigninwaa:•..,. ..,. ..,.. .... . .. .... .• ._ .• ., .... ,,. ..:.:. .• ••, t_.• .• . ::::: :s::: ---- __ .... i ill 1 in- / :1-' / :, p 1. . I RIF 1 1 (I / .•• \ -,., \ i .- • f. / -i :-..t •1 ( ) \ i :::1 --- - - - - - - - ill Ke • ‘, . .. / ....-, 21-0" ,., I g HOT ,f; •4 , =1 \--- - - - t= l__ i _ :. ---n - III / ,1•.. iiii 41 B >lir 3.-3,, 4 5,-3., I6'-5" 41Li ---1/ PROVIDE R-11 BATT 4, 7.;:: 11 -:.;.,,,..,:,,...,:.1-fli INSULATION BETWEEN .; , i : / 'Jii a., a„ „ + 17. .• ri '-.• .., :. 4 1 / 1 JOISTS ABOVE 11 > \ ., ...0 / ___ ., . . , DROP FOUNDATION WALL AT v tviEGIk. BOI_ER t.t. .t.: .;•'-. '',.P1 - - ( 9 OVERHEAD GARAGE DOORS 4 -- z i__ .., , ___ 4" 0.D. STL UOL IN/ .111 1.)NEXCAVATED AREA 2\ •.ii .., .,._--. ;73 - :- < AREA ,t-,, . I li:' i- 36"x36"x la" P.C. FT& 411 vg/COMPACTED FILL 4 '/ / ',. . ...'' ''''" (1) - I 1"1/4 *5 REBAR 41 REINFORCED SLAB ABOVE 2\ ..7.., •, ... .. Al .,.. EACH WAY-TYP ?-1:.1.i / .'..ii! _ '//'// '// '// '// "//'// "// '// ' ,:::::.! I 5 \ BOI_ER : it I If 1 I . , . m 9 ca Z• - - -2-4.-V4.-DEAM- -1-- .„ .:::,,,••••,,i,::4,•.! 2-LVL \ ;• : .71 • \ ig PROVIDE STONE FACING ON SHELF ON ;:ofox,:!:t:,:,:t:A•3,:,:,:,:•:,x40.w.,:,:,:,:zok:•_:..,1,:f.;., .f...,•,..,..y:.4,...r...:.: . me............, m....ram........i.......ra. ... . :!:,._' ...:.-4.:., :if._i.i ,,:',:.-e..:_...,,:::. t;,..:f-,,-,.-,:' 1.ttit*tu.: -_,.-. t4-5,:.,7--,.-.-' 11 -I--1-1=74301 rt-Pt i- 1-- -.1111116.- ... .,. ......".....41MI.1000.I.1•11•471 . . \ ;I. • '\E\ Ci) <c• P 1 FOUNDATION WALL IN PORCH AREAS, .-1:--- •••• .4. 7 I I I I I I II AIR , :,.. \ .,.:. POURED CONC. OR BLOCK IM \ SHOWN HATCHED. SEE SPECS. i 1.1' s\\'7 s.t..: III . . I \ i SirAiRq APOYE 1 1 HANDLIN t FOUNDATION FOR CHIMNEY .'1;i.j /\/ \ ,,,:$ .J M• g i i UNEXCAVATED AREA IN/COMPACTED (5,) / \r: I.;:17 \ / 1: \ i IIIiiiih IMIT _AI I zo 1 \ ABOVE, /FLUE(S) FOR en 4 •i'yu \ BOILERS 4 CLEANOUT FOR .,:01- /1:?lit-..,,,,,..:,, I '11- L-21*_EAL1 1 1 \ lii .-1• i zgg i \ FIREPLACE ABOVE , / '.:*i zIA. FILL $ REINFORCED SLAB ABOVE --,\ 1" `. :_i:?:!.7•:•': -A: -___ __7_ ._.. .,.._____=_______ __ _.:. ,. 7.4- \ --..t..-, \ •• ;:; : Li lui: u<re .aug 11 PROVIDE CONCRETE CHEEKS TO 1.1) I I I F,' / \ tY: / V 41 I 1 q ` 1 . '..'f: / 1 ? 2.„.,,,.i., OF / </ - K\/\/\ & ., K\ \ ::1 DIMENTIONS SHOWN TO CARRY STEP. i I I 1 UZ: / \ !,., ; I ,., .Q, CONC. CHEEKS TO FINISH 4" BELOW - _ in I I iiii'.. / :A.T. I / I I ' / CONTINUOUS ,.. , 05k9Oh/..a.: - -_,40, xe7o .r )p•W/ / FIN. GRADE. Zi CO 1--„\ - „4 , . t;. / -.,.,,---,, --- : . \ ;'.., .3: (.4 ,,, 1 "::- k * ." a .0 \ ±i--1.'• 1.. \i .:..",:- 1 6 i .... \ PROVIDE CONCRETE STEP REINFORCED 1 ..:'.;: / 4. I I / / A vq/ (5)n5 REBAR SET 5" FROM BOTTOM In 1 1 iii,- :.:. / 1:tc: K I I ! •* ... . , i: \ •'- / . OF STEP IN/ 14" BLUESTONE TREADS. i 1 I 1 iiii'.7; / \0 .:':. i / •-•::% STEP TO BEAR ON CHEEKS BELOW 4 • -_, if) KA ' '' I 140 . - -- -NC -- -V- .•:., ... HAUNCH BELOW GRADE. / g!. • .___. ,,,L......._ _...•.1 •... .17r: - ... '' -.7.•T..•....••.•. MOIMININIIIM.i=• , 5-LVL 5-LVL ' / f'..i / >/1'.:.1-,..!.1.1. \ .,..g A / Hiii k/ \ r,,, I 1 zLl__NE OF FIRST_- I ll 4" THK. CONC. SLAB ;:111 I r- / 14: I I 11 _ -- FLOOR INALLS \ / .-, REINFORCED IN/6x6, in iiir,t PoisomararAwarArmadi ,,:v:, I ‘ .N-('' e ABOVE I \ •,-7 \ I% W1NM CTYP.) , 0 / \ \ -2•• , c.c.\ •:i::,t.,(4,-;•-!-;;...•.:::...;:-.....-1!;•:•-,,-'.:1 •-, -•';,,-..•-1,.:..ii t4ai•:-).44,.:.•-• I , T 21 I (1 I I\ 111 = \ \ 1 ::::::•sx:::::::::::::::::::::::::::::::::::::::::::::::::::w4: 1, -, • --,•.1,••-•,-,.,.....-,N. FOUNDATION WALL (TYP.) i',11-! . \ I ' 61 1 x .1 ol 1 "1.! /01 cv ' 10" THK. POURED CONG. FOUNDATION WALL In ,,,it.'"•*;-ir .-"____ ...1....._v_____ __11___ _ ...t- __=.2„.___I 1 __ 2-LVL \, ...t.i, 51. 011 5t-SY2" 1 51-1" 41 IN/Is5 REBAR 024" OC, HORIZONTAL $ VERTICAL, ON 24" WIDE x 12" HIGH CONC. -------1--------I I 1 -----1.------* 2\ /IA FOOTING 1N/(5)*5 REBAR. SEE WALL SECTION s: i \41.,..--- 1110 X\ X\ X\ X\ \ 4:I PROJECT NO: \ iIrl . 31.0\ \/ / :.: 1202 .41.) PROVIDE (2)2x6 'TREATED IND. PLATE OVER TERMITE SHIELD 4 SILL SEALER 1.1 \ 11%," T 60 F 16 0/C 9 - ' I I PROVIDE BEAM POCKET NI/STI... SHIMS AT EACH STEEL BEAM .. : /3-4*5 REBAR CONT./ ANAWN BY: I BOLTED TO TOP OF FOUNDATION ' : 1.• N / ..•g• , TCS 0 ' FoUNI33 . 7111 PLAN . .. .. 4 V" 3. p .-.... 1 'M \ /151-5/2 . \ / I':,:slii-i. CHECKED BY: I 101-1%2 101-ciY2" - / SCALE: 1/4" = 1' -0" 24" W. x 12" HIGH CONC. FOOTING ZO .., ....... F iilre ' A.r• \\‘,/ \\/\\./\\/./\\. / \V /0:: ATE: REINFORCED Psig3)1$5 BARS, T ./ 1 I N / I 1 .1...1 \ q . lot, 8/17/12 CONTINUOUS 4 PER SPECS. 4 i :,t, \ i I k > 1 I 1 OPERABLE BASEMENT WINDOW 't 0 /V:; ; T.i \/\/\/\/\/\/\/\/\/\/\ g .. i SCALE: --1:: - 1- / N ...m, . •• 1.1111.11ANNIIII7' '.a;A'EINIVAILIMPARICIPSLIVIMIVIPMWAVIVAIPAMINIMPARIMMIA 1.-f 1/4" = 1' - 0 !.i..;_,,#.., ,.-1-2. ...;,..:_._... / WV 77,.:- .- -'.'i .i'... .:',.1.• •... ....• .; - , ,,.,-. ,-Y'''' .':-- ::::; - : :* ' • ELECTRICAL LEGEND \ „..1,. .r: ; ..,- !. . : 28e0 ; ; ; i .: I 2E20) ! . . .. .: . .•, ..... ,,. • .••.•• • \ \ \ SHEET TITLE: r r. : c .,, ..s. Ip DUPLEX RECEPTACLE OUTLET 1/ ... - * ,O UP ) 0 220V RECEPTACLE OUTLET in -..'r ... ...• A 1 1 1 1 1 i 1 2'-0" PROVI rE STONE PAGING ON i.;:, al. ,-.. .... .......1 .;..,. „. . .. ....... .. , . ,,.. ....,... BASEMENT STAIRS: SHELF oN 'FOUNDATION NALL IN FOUNDATION Ow IAIATER PROOF RECEPTACLE OUTLET ' 'i".-4!'!:-:-.-..-.. .f::1,';.!..!:,.;!:::- .1::i,:,:':;- .n.cf...,:-..r,',,. .4.if14:-.. . ,:_e:,.:::!,.: ,.._.-..ri.-.i.i-;, EXTERIOR BASEMENT STAIRS IN AREAWAY FORMED BY PROVIDE DRAIN IN AREAWAY PORGH• REAS, SHOWN el GROUND FAULT INTERRUPTOR OUTLET SLAB, CONNECTED TO DRYINELL ..- .... FOUNDATION 4 RETAINING INA L. PROVIDE ALL CONG. PLAN , , TREADS L RISERS, 4 CONC.. TUCCO FINISH ON ALL HATOHrow. SEE SPECS. + SURFACE MOUNTED CEILING FIXTURE w/4" DIAMETER PIPE 'X'' / I SURFACES. PROVIDE 154" TH . PIPE RAILING TO BOTTOM. $I SWITCH 8,,, PROVIDE RAILING AROUND Ta'P EDGE PER SPECS. I 131 SMOKE DETECTOR / 51_51. / I7'-6" I / I5'-I" SHEET NO: S'-1" IO'-S" 111-5Y2" . / / / / 561-0" 14i-0/2" / / Ki 4 / / BIDDING & PERMITS 11 III'-2" "5 521 32., 32,. 2.. 32" 5y2" 2 35'-I" II'-6" 6'-b" 6'-4" 12'-O" 32'-2" 4'-10" J .v ' " 111-4%2" 18'-Y2" y 3'-0/2" -7,_ /2,. y q._..f2., 16'- "2-2 2 111' hu' I 4012 �� 15'-6" I I S-I 6'-O' TW2 052* T121,52* T12e32 _ A281 A281 P13062* 113 62* 113062* f I P1.446 TW.446 "I 'I TW3062* 113062* TWA 42 112442 r . ..,; w, . .F, .. ��- �.� �.�. - x 0 3-2x10 '� _■M 3-`tY� LV 3-2x10 ■rOD6" WALL ----2=ZxTa- ------ 111111M-1 r---- ---- n\ Q _ III SII . �'� TJI/360 _ R '5;0,5,6, N ' I - I 1 �! L- ���. , 11 I I _ PROVIDE INSULATION 4 I I ,� O , 1 1 1 , > 6 Z P•WRY j (`I 54" GYP. BD. ON ALL , , I •\ _� WALLS AND CEILING, _ .r i� �� i in ' `�� 1 O 48.. .I 1NGE I - x�1 I I \ . �, W IM� .low 1 I I H-r 4" SOFFIT A w4*. TAPED 4 SPAGKLED I MAID'S RM. ' 4) V i i DyW1 ERIMER OF \�� il .. *2" 5 , - _ _ p GABI ETRY 4 ROOM,1 W/ r--° o © 31/2 WOOD FLOOR BATH I 2= ■ZN --- I I� = COU,�,++ RTOPS II I _ i i I I :,ROW I I CO LE FLO•- -_ , 1 II - M O • N 13,-OY2" 4'-q" 3'-2„ 0 •OD STAT RAIL G. it ® BY Q I ERS I-Cj , S� EINTERI•►RELEVS41 ) lL N get 711111%1111i0 ' S GS. I I I I 1 (7) V o :(Ni T I N& ARE > o -• ....s+ ,„..�r.xr! r.Y;I�wd!lr.s.• 'A otti: ---- 0 , 1 1 > 111 1 GARAGE 1 ° I22 F ' DI INC R��OM D x8 i I I TILE FLpOR _ ' Zn 4” GONG. SLAB REINF. = O _ GL. GL --� a1s" TJI -• I I 1 I t- V I 5 _I CIp I /!\ , MIME I , , 1 , t , W/ 6x6, ,oho W.W.M. _ M _ I ® 2-2x8 c I 9. ` ■ I FOR DANT ::•VE Q i i I I m v LIJ PITCH TO DOORS - - - UP I= i *�� �1I I , 2-2x8 p 2-LVL I W•OD FLO•- = 0 _.I I �� ��! i I I p �O I WOOD STEP 1- _ �� -- + + -1 I I 11 I I J I v ,� M a 1 l I • -- 1 1 -- I I I < ORNAMENTAL BEAMS , m k) I I �, O ci v I �� I = i 1 _ 1 A I 1 I KITS EN > ABOVE _) ° 0W U' 5EE INTERIOR MUD ROOM I as ' _� L�lL -�- - J i i TILE -1rOOR ce _1 1 ' 1 1 1- zo ® ELEVS. ii, _ i CASED ORNAMENTAL �A „ I I m I1 1 „ 1 -m y 1 LINE OF I m 1 - O li m ' " I 1 10 h0 1 I 5-II , , �_ -ry OVERHEAD TILE FLOOR I BEAMS ABOVE i i i i i I I [n Z DOORS ! ` 75.: = II/e TJI/360 `g g z 1 = Ir1E �13L2 6 P05T L 3-2xb PO •T 1 _ �/ I1OI-- T ---� 1CUBBIES0 . ,, 4I)I _ ■ nr1' I ABINE ---Rf1---- --- --- ��� ! a cl N J _1IRR ..4 10 SO OM 10 Wit IN I I IN'i I i~At PAY,'/4 it kl 00 iiiieleanytiNOMMINga © I Awe I-g/axSTLPL ....ARCHEDPI 1 I • W N 0 IIEPWMEIEPIIIIIIIIIIIIIIIII gill III " I 1 J �.�r ��,� . DRAT LINE RO `0 3-2x6 POST Q 117 TJI/360 .. ' ��'��• 11 4 T -LUEST• •VING 4 i 1(1 IIY TJI/360 ��� a►�i���wp`� N ROOF DECK TO 1 , 1 1 I CLAMPS TDP BC Z I IIIIIIIII ®I6 O G I I �♦ ����' �'� DRY 1 LL U DER n 1 , 3-Ih/e" LVL 3-Ih/8" LVL I 3-117/e" LVL CO ��� ' I C kali�wi ''ii� k -LAB _ 1 LI% N . " _ �. f ��- --- - - - —rte- ---r- - �-�—� e—,_ mom KMEIZELIMMIESEI5M15: Insirs J - - - ,rami- SET = "•0 I 3 " LVLMID 3-qyz.. LA/L 1S 1,� 11111 m i i 1 HAT' HED REA HAS - 0 DN t STUDY 1 ' 3'-o" n = RO•F DEC ABOVE W/ FA, limn O I <1. �i N 5M LER ' RAMIhG, I I I PAINTED STL. 3-2x6 I 3-2xb MEDIA ROOM ! s I 'coil- ° T. - . POST POST - - - I - - 1- - - -'` - IP - -�_- ` - x - - T - G __lip: LI—1---3 �Li i.. HANDRAILS W/ ' - - p� ;�+ ; BRASS GRIP WOOD FLOOR '1 � (1)< x4 4 I ;JAN , g" � ` � I STL GOL � � _ 45,_0/2,, S" SQ. CASED . _ F .:,mss; _ - 1 ' 1,1 e4C••:`.<:C.} y. 2x1 COLUMNS W/ N�E 4 O O SEE INTERIOR � r�� � .;--- - - -�}{-- -Wt4x38 �- -- �, � 1 '� 2'-6" q'-O" '-0" q'-O" '-0" q'-O" 2'-5" COVE CAPITAL _ n ELEVS. M .f- ., _ -TONE ►!� m _1 O i- EARTH LIVING ROOM ,> c WOOD FLOOR = .. I - - p 8,_272" g'-by2" 12" DIAMETE- = 0 `t r 7 „ - O - D cV p 561-0" FIBERGLAS- c (1 I .." TJI/36• II/e TJI/360 x - r 3-2x6 POST IN/CLAMPS " II I (`I TOP 4 BOT TYP. COL. W/ 111 zz c i%-.11 ®Ib" O/G cI 'CASED BEA CABINETRY ?: x4xY4 24" WIDE BELGIAN N � i Iiiiiiiiiiht . mi -- I -- �TL COL 2x8 J 1 � cv BLOCK VERGE TO - sW� - - -—- _38�— - Z DRIVEWAY LEVEL ii_o,■ I'=�" .� 41.Fr I I '1 _ WI4x 1 N Q �I I ' 1 1 , I 4x4 .. - N q -� PI O fif , GL. int L . , I n _ F BERG ASS 1 1 Io ain I 1 I ,n tv COLUMN. W/ �� _� . W -�• 5 �1 111111111111111W1. 16 ► I I. Q iZ a2-2x8 MIN HDR viiiiillili 111 - - -- FULL HEI HT STONEo 41 LVL=13/4x111/8 MIGROLAM I 2-52 I I -1 / , Q _ 1 1,I �� / I _ ACING 'N MASONRY I �'�' '-�� �J 3-2xb POST W• D FLOOR 1i1 _� FIREPLACE , 1 5 _ ID SIMPSON HDU-SDS HOLD DOWN ' _- 2x8 ,� ,HALL IJ I" ORNAM TAL _ IN ---,�- Q F-• N n 115" 117 TJI •O BEAMS OVE - ' 4L, i2 ©2 Y2 PLYWOOD SHEATHING FULL o , e, open above 1 18 1114" TJI/360 r 1 w • HEIGHT OF WALL-ONE SIDE �. n O\ n / \ �� ® 6" o/c •• ow, o/c �'� CO N' 'r- I I Ik 17'-I" N 1 _ 22-5 111W1 - _ m i I r IR ill _I 2-2x8 © 2-2x8 1I ��`E BLUESTONE TREADS W/ r. --_ - 1 0 t7G'7ll.:W!'l,,.k.•',.' '/I.Y'!Ta?,'.:Oa l+w: st; , 1!1 FIELDSTONE RISERS _ brailri�1= � I ■ III I3-2x6 `r - I. T•I T R� iii I I 11 1 POST 2x6WALLAm ., .• 1 � . ill ; E of r!F i c. 1 o 10'-2„ 4 I s L. - \ 5 kl•PSC. Sil'Li .Q� 'PI- 9 Vs/ 7 �f 1 } '- �`� f I i I N ft1 i �� HAL ' S I211111 I I I 3-2xb POST O _ A I.Z• .s , G.p {!� r � 7► I %%G:1r1,.e.!!%!� �r 'r MlNl f� . N __ Ta' c�AG. ' I I (`I I 1 u tittO 1 II8 2,. 11 1, m I �� 3 .,..., I •0 O I CASED GUE T I _ P-0 �c, 4„ N„A I �,_8 2„ ® 1 Q O i ��OPENI NG ~ 5E17-0 /1 �. PAINTED STL. HANDRAIL W/ 1 GUEST , F m r 1 r ® WOOS FLOR CASED PROJECT NO: BRASS TOP GRIP =0 1 I = 1 OI WOOD - 1202 _ BATH 1 1 ►�' cvl �,- . BEAMS O ,,TILE FLOORI RAWN BY: F [ cRsT FLo oR oLAN in CD j mI TERR �• GE TCS ,, 0 �•..�' w acv 7-I FLUSH STONE I 24"x24" BLUESTONE CHECKED BY: TCS - , J �• HEARTH ON FLOOR MAINTAIN LESS THAN 30 m • PAVING ON REINF. " A�� �� DIMENSION FROM PAVING 1 a GL =� . I CONC. SLAB, PITCHED LATE' SCALE■ 1/4" - 1 -v TO FINISH GRADE �� w TO EDGE. PROVIDE 4 ' LONG TREAD MATERIAL 8/17112 -1 1 EDGING (i) �\ SCALE: 2766 sf '. / 4•Asir :. rM1i1111AIM \ SHEET TITLE: IIIIIIIIBIIIIMM TW3162* DN PRE-FAB. DIRECT VENT I I'-IOy " PROPANE F I REPLACE 2 -O" FIRST w/WOOD ANTLE 4 TILE FLOOR SURROUN• " v WALLS I N PAINTED STL. PIPE I4'-6y2" 4 2x6 015" WOOD FRAME I L 4 HANDRAIL ARD 1DOWN STAIRS / / PLAN WALLS W/ %" EXTERIOR 11'_q/2" .. - 2" IO'-I0/2" 5'-1" , PROVIDE MASONRY PLYWOOD SHEATHING. PROVIDE R-Iq BATT SEPARATION W/ L.G.G. „ , „ 5'_ 1' , " FLASHING BETWEEN SHEET NO: INSULATION 4 %" GYP. BD. 3-O r 4-5 V �2 20-2 FINISH. MASONRY TERRAGE 4 WOOD FRAMING 5) " 3Y2" 3Y2" 3Y2" 5Y2" 36-O" - / 5 BIDDING & PERMITS 36'-0" 3'-II" .7'_3" 61-111/2., 7'-3" 41-511 401-0211 tJ1_3y211 5y211 5y2" 5y211 0/2" 5y211 512" 3y2" 3y211 3y2i. 5r2" 55'-1" / I0'-8y2" 4 6'-411 1'-92" '1'_611 5'_5" 20'-10" ,l 12'-3y2" 8_y211 ,-0„ 11,1111.1,e,_01. I8'-O" 1.111111 � �� A �,- - PRo .- • I II 10 - HIS WING � FL. .- - r* UNDE _ c. �� 1 .,,:j1 �' sionzepoommiwowa II �' 'I ili,.....7.,,,, ,,Jo '�' Lflh1I' 13- AW2t A 21 AW21LIU' H —� lommoniim __________ � Eri=1111,!1(.....7_7.11111•45 ..... ,lmlz;ru1PI !!!r 38 tSET CESSORIES N 2 --- IOTHERS rtI -- 1m ; 3-2x4 ip ryk� - t - �••� o WALK-IN - - 0 C�- • •INCO °. ' „ -- n I CLOSET o11170:::: cv 'I 'L+�� •• ZO • ROOM p [. le ii) F'm MASTER •� I ��\°/ •OOD FLOORrIII I1111 NM !ca BATH it I I . __ ®P a 1 1LAU DRYEnalii y I2xIOTILE FLOOR I _I Ya LV- J L (2)IR 1€VL I• • o 1 2-RR0I O 1 •• , m \• I , DN - (� , ..In i i I VIII t') MASTER BE r-OOM ♦ \"t I �1�1rPEN./ I OPEN ' �,'Wu I• •** <k., l.K• _ ABOVE %ELO �' CATHERALGLIN_ _ _ _ R III `��� I � = Q �— I --�-- — ,.: —, ® HALL WOOD FLOOR ♦o O • WEATHERSTIP " - � - DOOR BA K HALL! = . / Allcl :. 1 1 WO D FLOOR 3 t,' WOOD FLOOR CASED L I I1 AN 1 • ,1.,•!,nlii /r%r,.were, ,sisl.:..:....... II O - V VS re 0 ' - � I 2FRR I� to �' pad' • :: • OPENING x o 0 \ - I /4M1 Z 1 /i%h%IY//iiw!/A�rf1Ip �- Ip \oi rl. ray.mar. wwnwsrr.u+wrrrrs�ivrrrao- I rii/,rvlrrrwsrirlii�.�rHALL m0 N ,��I (VUl N ♦ O • O • 41.3y 11 WOOD FLOOR Ow \.„y Q x r � Jill 2 p � Y ftilMllitfrl cv ..- . . MI oc �'i 0 n II / II Q .. • �■ .. �. u 6 WALL6iiim . •*PP' RA I L I 6 CO0 ..� .� 13-2x8 8.10 3 8y2 1 1 _ BALCONY —// W Q INIMIIIMIIIIMIIIMMIIIIMEMIIIM AI' 7"1".*' 1111.1•11111.11MMIIIIMM iiikli... „GL. , N ' 0,::„in6 I tommii wiHMIMM 1 .i immimimmimmo 1 O��BRTtt•1 i =NE .- f: aawwalwaa r� 11111 , II „ , `1 ,�1 11111111 1 1111 �� �� ' ' \, TRAY GIELING 1 Unil N ���� _,. �' i 1 ABOVE • I .• �t► in 1.11111111.11.111111.1111.111.11111111.11.M.1=1 r9 . t II 1110113 I. I 11 p imporpi rApapo INIIIMIIIIMINNIIIMI. MEM A • I pp p/r/ I a, .-o 111111111111111111111111111 /...... imm-1 IL ,__ ---1 .- i 'irdli„, ! r III�IF. . II II . . . . II III . .' , 3'-O" ,�8y •� PULL "I• ANsr DECKIN6 ON If SLEEPERS ON RUBBER x - - •• B • - will1461 ,� ... FLOOR -\7\ - ,. � - - PLYwD.P1TGH�DSQ.pRAI N_ �. H LL col ra- LINE OF EXTERIOR WALL r- 1 " - 2x 1:.....‘,..*.KS / _ 1 1111 18'-O" 18'-O" 3-5 2 7/4"j-)0m p {$, :M[•:+"rr3.: wtW.'kfl�'4IA,FrC"'IAYMMMI.i- . ( 'Ytii� taiR' ._�((3r- 0_ _ / STANDING SEAM L.G.G. Iti ► • £ u>t■ r ry UNDER PURLIN , ROOFING AT# BLDG. PAPER 111 . iiiiiiir �� 4-2x4 POST ,/ tV 111111 Ii,kll . . ,. „ .; THROUGH 30 ::>. �' to / 3 In :`::>::=t<{`::: r ON /4° PLYWD. DECKING. • ea Z :MN r- /� FLING ,. , r-.lig :'�.. /7 ---- - --- • '. TRAY GI '/ to.. Ito <. ,0 r NICHE 28 •1 ABOVE 3 I m FAMILY m 3 - 0 ! BEDROOM i./~.,riA' a ' 1� 2X10 G == 0. W -�• , Z g 2-2x8 MIN HDR 0 * ♦ � ARCHEI• ■!!fu1a' I 111 WOOD FLOOR ���_ ((1 GASIN �I� u. 3-2x4 POST i W• a no. W in o \• TO VALLEY , ■���� • ION HELD - ���■ t, 'iBENCH i I ili ` w �� 1---- --- Q 1-• v — ll.E 11111 *liqi I -- I P 3-2x4POS` ` ,i1'-511 • TORIDGE 11 i .\ ���_ 111 Lt= 1 --(4 ilOr, .., , „ 4, .�" 6 WALLI FMB 1 J ■.�lo.., ■ 0x ______ .. lii. O I J 1 Q ' pITO • W- nli- I_1J1 [ - pFNEIti1DNm Vi 42x6 ;; , : j 14111111 g� PgC. S��G'�r�. 1 IPOST `• / % ; .: iIn dos �rINI ti �� NMP �utit r lFi3f�.ro r`'1,1 k1w�r� 11111 1I11�11� y I ` / ��A thit n --- J MNIII1M•••OM • z., III I' Ill - {t.'� I- 0 cts,„,.4 ./ — ;12.,......111105,1 � / G - 1r—II ll FRED AR ..'; il 1 GUEST al al . TILE „ I ��L L i. • p' CEDAR SHINGLE •• Mk" i. 0 1 in PROJECT NO: 1202 IIIIII I 1 1 ,. 5 E C 0 Gfsl D FLOOR PLAN "1-= i ..,;:f FAior -. ----s;:,--...;;;--- . .. a ,, ,-0 ." 15-2x6 POST 1 71, 71, in ;=NM i1IIAi, ......_ ......i i . . SCALE: 1/4" = 1' -0" �" WALK-IN - m CLOSET 0 \ ,I TRAY GIELING 8/17/12 • maiiimii ABOVE ---\ �� 3-2x8 HDR hi 11Ih1.= I ID 1/4" 1 - 0 2,465 Sf .�� —,��pi Fa ii >t■ �!■.�,.■iii SHEET TITLE: lommehammims II II ill / ' '76111111.1m91"1 ' ' 11111111111111 Milk III ...Niii SECOND i' l I , � I Ii RAFTERS TO 1ST FLOOR I FLOOR TOP PLATE PLAN 51_,„ 2• i,_ 11I SHEET NO: 61-0" 8'-5y2" 11.4/2" 8 46y2 iir 5y211 3y211 5y211 /,...0" 6'-0" l 0 BIDDING & PERMITS 56'-'1" 5242" 26'-O" aa'A 4 Nair V r D i, A i'-o" lig, 71 -7.--i" 10 2" LINE OF SECOND 111,4" / 1 q'_6" FLOOR WALL --Air- ( BELOW JII■ 11111101111111111111111=111111111111111111111111111111111111111111111111/ W 11J 0 =iiiiiimilili111111 11 1 II Am. IILIIIIIIINIIMMIIIIIIIIIIIIIIIIIIIIII rmi..:MINNINOMMEi 11 I, ON IIIMENW I %71..."IMMUMI.F. R isa- . _,,,pm" >- �:a mss. 1 _ .......... Jiq =I.=I Or I 1 I 1 = I ME III jiii11111111111.11111111111E 1 VIMIIIIM1111111111111Wilrar / t 4 Immoommloolow=lomml=1=111.11=1111111.11111.1111114. •.., .. :. 6 .0 hitt 14 , , ,Ati................mi..L ...... ..- ..._,.........1 _ I A; AVM A.M.MIIIIIMMEMINIV -.MEMVIIITIII NM MEW ,IIIIIIIIIIIIII= r. vim or any .. ams 0 ILIUD1111 Z ° 0 ttlrr\ ; A ..lr ro eA III rg 0 ( 1.,. . 47;iu PM r„t,w mod! '4 irib Trt.-1 k k . -4.. ‘11. 11111111111111111111111 0 Z I ill (I • 7:71.11:7MM.....111.111;, r vfi 0 0 1 ....." _ _ `� VA ' l=.Y_JI.T-t� .yk -- - imir 4111.111111111 01 ('/ 4 Et 1-/ =ra# n De col 01 LAY0 4' • -..: it;14:‘,..:: 1 a•i ar ' , / ' A•� 1 lir,,,;.-7.7Jtltw �� .-!1VItl moi! IR- . A . Milliiiilla ...MPII. 11../.)v511111111 il : e ..-.. Li • . . .... .......,.... ,, • I CO) AlloOPI CI) Cn i� v wNNW WEN' AURM I 41 a < Int• ip ,,-.- ,-r,�Y i I I. - -- 111111 RR Ce Z r It AIME -=•Iii ii.•••1.0 mis F _111 I I'm t Milli ■�/ :._ molimmill r iiiA. ,. I 1 iii a-'' .--. . ----- III �-I.- ; Iii I 41 B I CIN" r'11 1 r, '1' 1 • ill .I PI - EA =I I . 1 _ I. E'1 , _ I WI . . II� _ _ _. 1-LA• - cnSTANDING SEAM ii!iROOFBELOWir ROOFPROVIDE RED CEDAR SHINGLE ROOF V ,� � °6 Z' 1 , 5" TO WEATHER ON LATH SHEATHING OF O —i , Ill P i0 Q RAFTERS BELOW. PROVIDE ALL REG'D in —t SA _ _ . : - ' • FLASHING PER SPECS, —J �. II �..��.� . . : . IHhIVEiIIliI -NaNAL:,% 1E1-6'vE-=;2757A1,1.1,;Ijk k1/4 pi ..--.. '�+'� W. " 5 ........ ..:,---- .-1.1=-11-1111 ll -,002F- i.:11111MMMIIIIIIMMIMM.11".11.111111.MIMMIIMM ._ i f zi 1 2.e- AmmommiiiM owl F. : ITIMIIIM1711. APm'. - • =1 �r= IIIIIMMIIIIIIIMMIE t11�I� INNIMMINIMMIIIIII A\ -..40I•Ir4I:M.-11174.-41v2"..ICS"'' r fi / I I I M I I 0(111)121M:1 4, °‘ri'i : °8 62F •� ip 10 • •:r.�•:eiL E OF nIF CO.C ..S C 844:P•pl. ........ in A0 rw k :kot•--- SZCIOF ; ,Z9tW ♦ ♦ •r Irl 1 �._ ..1 :all 4;. '._1.,D-c �/ t /s?-6. 350- \/ i_0" I l,h� 1 . R�pl RG . w a, 3 • i3'-5y2" 4 -� v 1 �, / PROJECT N01202 ---1 L< 11 t— 6 WIDE OGEE ALUMINUM ~ ni ��'� �`� GUTTER AT ENTIRE 1 RAWN BY: rim rIII . ..k -. G G _- '1UI• lib, PERIMETER OF LOWER TCS V%-ki\ ° (3 F [P) L, A N ♦ ROOFS d AT LARGE SHEDmaiiiim. / I p J 1 DORMERS. VERIFY / :. .4 II I Ix LOCATION OF DOWN SCALE: 1/4" = 1' -0" 113111 III MIL \ SPOUTS W/ ARCHITECT. 8/17/12 r / mil '.,r *as !I Its ,r I _ so ■�`. 1/4 1 0 'L= --- -i..LA ,.I_ �I __ SHEET TITLE: :07(1 k �� s Ey-6" ROOF / PLAN Iq'-4" f / , SHEET NO: 4'-O" S'-0" / / / / `I'-O" 40'-0" / / 7 BIDDING & PERMITS i 1 ., s 1 .` -.Ts- -Nol . i i! �_ ..011,-/' A I I III I 1.1 I I I I I I I I I•I I I I I I I I I I I I II I I I I I I III 1111 II 11111111.11111 III I I I I I I I eite al MIA. Lu ON LATH SHEASHIPI6 ON ROOF RAFTEPS. 5EE ',/' � ,. fit_-. •' s.._. •rr .i_ _-1_.►.1 - f+isAl F MnnF EMI 5,(4" PL Ylan t F IN UJI Ak R3 _ Z ATTIC SUBFLR. I.L. 1 " LLj ® ' :44/1111L 0 PROVIDE THREE PART BUILT-UP FRIEZE, LEVEL w/DORMER Hi ,„ FASGIA AT GABLE. FLARE imium SHINGLES ABOVE 0 HP) C) Abw III n - �„_ M r---- ! TW2442 iIOWAm&______ ,// TW2442 FLARE ROOF FRAMING AT LOWER C� - II I I �� — EDGE, vi/SMOOTH TRANSITION (II) - - BETWEEN FASCIA ELEMENTS $ 0 i _ lakillir 1 ii I z ROOFING SHINGLES -� i . i _ . TW2052 TW21O52* TW2052 �—= re Mr." 0 - TW21052* TW21052* - � MAIN 2nd FLR. Ce -- CONTINUOUS GUTTER ON Ix FASCIA. Ull) lie PROVIDE IxIO FRIEZE BOARD BELOW 2nd L.R.FOVERL LANDtNG FLOOR. pO„ ,_O„ OVERHANG w/3)Y PVC GROWN MOLDING GARAGE - /� ®Z M IxlO FRIEZE vi/CROWN MO D G. - - ___41___. $. - —= FLARE SHINGLES ABOVE 0 A (nu) : 1W3062* , , - = f I I = � gen ■ ■■ 10 12" DIA ETERGO AD BEARING TW3062 P�� ���� _ Z — ISI III ��►� _ , 1W2442 TW2442et III ill — -0V11824- _ _ -OVL1824 1W2442 TW2442 CEDAR SHINGLES ON 15* BLDG. 11 in - ; - - - i 1 PAPER ON 5/8" PLYWOOD IIIN. I- SHEATHING ON 2x47 WOOD FRAME Na 0 ❑ w/ R-I1 BATTING. (TYP.) 1 f— Ist FLR. GARAGE SLABileillOr • • 1 � `k� - ;�,� �. •� -. Jr -. .s. 7- -• 1' .s . 1" GONG. STUCCO ABOVE GRADE PAINTED STEEL RAILING w/BRASS GRIP ON TOP, ATTACHED TO COLUMNS STONE OR CULTURED STONE CLADDING ON SHELF POURED INTO t WEST ELEvi, Ti • NFOUNDATION. SEE SPECS. A 10 SCALE: 1/4" = 1' -0" I I r . of Z• I.1 ,, STONE FACED CHIMNEY w/ BLUESTONE TABLE ABOVE. PROVIDE ALL REQUIRED via•• i WowFLASHING AND COUNTER FLASHING. (TYP.)* WSW g J A 4 42114 z 1117 liliF D 110 A4111111k . 11111k LU -I• -11 ! ZLL W• I ILINE OF DORMER PROFILE Q i-• C) 2 I I BEYOND V) N Aillimminwielismmo -- re Iv �_ .11111\ it AIMMIIIIMMMIMINMIIIWPAIIIMIMIk --. �P�S OF NE6 .sayo-s.-s:acct» .-rrs:cwmao:roi-sairi'AOa_7�:Ia air �-- SP1 ■■■Ill �■1.1 1�� I�� 11111 1 9,^')1:,,L,,jt ,,_ ,� ;' r .a�oni� {' ��-a�nr�. ��� n 203 1 1 ' C 8350' G - - _ _ _� I I allE 111111 11111 11111111 ..L,0.,,tSTF 'o Rc��\ _ u TW21052* TW21052* 111.111M MEM1 1 ,3 ,, 11111.11111111.11111.1111! AMIAILII 11111111IMIIIMik 11� �� �,_ ‘millill1 . . ., PROJECT NO: i /11•1111111111= !Allnommiim �' ■ —'I'I'I'I'I'I'I'I'' 1 1202 IMINIMINMIMIIIIIIIIIIIMIIr 1W21052* TW21052* ' =! 2nd FLR. 12AWN BY: - --- - - - --- -- -- --- -- _ TCS =IIM=IIIIIIIIIIIP . MIL .....--iimmilmw- • - - - HECKE I BY: ,,//' Aamo .___, _.....m=___ IIOIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIII, ..a, i 2nd FLR. �mil i I mu a • 8/17112 0111111111011111.1011111.111111111111111.1. ._ ___ 1111.111111.1.1......111.111.111111.M ______ __ _____ _ __ _______ __ ....„ HI Am v - t n mi. �1111E� rii 1/4 - 1 - 0 _ CEDAR SHINGLES ON 15# litIII ■ II �I BLDG. PAPERON5/8" 1.U1U — MOM= r HEFT TITLE: Ell �� ' 111Tw1244112 ■ r ,�, ■ '' ' ,,',, PLYWOODSHEATHING ON TW3o62 Tw3062 _ '"' _ry11''f I'"""I I't111 /III "lElli 11111 IIi I I'""" ''t11i I M I, 2xbWOODFw/ R-19203 _� a. ■�, - Tw2442 BATTING. (TYP) 1 MEM r■ •• ,� _ �. : I —' �'■N NIN = – _ ELEVATIONS umminmpii 0 Igo mimmini LIN Iffillmino1111111111111111111 1 MI �����M 11E 11 E II MMI IIIII - ■ III mm 11 III III MI ii■ I III IMO= milum kIII ist FLR. IMF III _ IIIIIIIIIIIIN al 111111211 .mT` .� � i .. i` � .� i��'�-�:� :��� v.. �� imilimpallnEMILIAIIIIIIII• i ', � I��'I. \� ri-� ��� �.-�� �� �.�� .1��.�� .l SHEET NO: I1::::i 8x8 CASED COLUMN STONE PAGING ON PORCH ;AI/SOLID CROWN PAINTED STEEL GUARD RAIL w/�'� I FOUNDATION. PROVIDE BLUESTONE CAPITAL - - - -� DIAMETER RAILS 8 Ix) VERTICAL f BALUSTERS @ 5" O.G. PROVIDE PAVING 4 TREADS f FLAT PANEL WOOD OVERHEAD J HANDRAIL ONE SIDE ON STAIRS GARAGE DOORS IN ARCHED OPENINGS. ,. -r0 PROVIDE Ixb V-GROOVE PANELING 4 d r E k rA I 0 t' N STONE OR CULTURED STONE .„ E � •4 �- CLADDING ON SHELF POURED INTO Ixb FACE FRAME. ALL PAINTED SCALE: 1/4” = 1' -0" r_ FOUNDATION. SEE SPECS. r _ s BIDDING PERMITS A 10 i /' '.'�f- . STONE FACED CHIMNEY w/ BLUESTONE TABLE ABOVE. PROVIDE ALL REQUIRED I-�I'V1 FLASHING AND COUNTER FLASHING. (TYP,) iIN NW %% 0 AlitIt 41t t UJ Atiin Ammo, ■ 3zZ ■ Ail W 711 ® Aiiiiiffillir 11111110 CD O _ Ammisimil _ ® V i 1 i ii 1 i _ ........... ....,,,,. HH 111111111111111111 ' Ill , \ , ' I till I ' 1 1 TW2032 1W2032 1ill 1 / - C , \ ii• mli mimi / V !IILCXW145 CXY1145 j O 2nd SLR. \ CUSTOM CUSTOM iiiiiiiiiitillili CARRY SHINGLE FLARE AROUND 1 � IMEIMMII CASEMENT 11.1.11.111.111.11. CASEMENT / TwzloSz* Tw21052* 1 N — - _ ( z OCTAGON 1N/FRIEZE BOARD , 11111111111111111111111111! Ile Ilk I , a 2nd FLR. 0 Ii! iiiiifl — !I.I.I t 0 cn iiII'IIIH 1W2446 111111111 misommin III + nil J – I1 TW3062* TW3062* TW3062* TW3062* TW3062* �'�N __1 „', ,', i 11.1 W ' Z ii TW2032 , I III 11111 IICEDAR SHINGLES ON 15# BLDG. 111111f 111 —300 N11 i, _ TW21052* TW21052� —PAPER ON 5/8 PLYWOOD III 11 _ SHEATHING ON 2x6 WOOD FRAME TW2442 TW2442 �, II _ w/ R-101BATTING. (TYP.) — I tt I _______ 1st FLR. _ Ill_ I'II_ I t MIM111 I I - t GARAGE SLAB t t 6'-0" 1 : 3 NORTH ELEEVATI x 673N / SCALE: 1/4" = 1' -0" r 1 i • ry ..1, �; .�1� STONE FACED CHIMNEY w/ BLUESTONEt1- PI TABLE ABOVE. PROVIDE ALL REQUIRED iiOPLAIelatt k FLASHING AND COUNTER FLASHING. (TYPJ -I • a ir _woof 01 sa.,0„... sa,o, = reptiel \\\) 2 n CI AR :iHIP1Ci.E: w, i" EXPOSED TO WCATHER 11111 r9ATI4 SF rAThI AI t9M St3t9F iRAFTFQ ,–rr SHINGLE ROOT1NC ON 3'd" FLYWD. DECKING ATTIC SUBFLR. �E ,-) fr7-4.:,7{,;!,,/,,$0 P5 .�'.�. �I�. .�. �11 I , 1■ 1„ „ "' ROOF DECK w/SHINGLE WALLS $ INSET ,1x8 ,AM ' „ , Ink , , �;' ”; 1■ � �1 ',' '-- WOOD RAILING. PROVIDE INTERNAL :_ ,.11,7::ileIC11141)1C)::11-:!: 1:1111. 11 1x4 ON ix8 FASCIA w/ ..i. ..■ ... ... 1 1■ ■1 FRIEZE BOARD OVER ,,,_ ,,, ,,, ►, '' ,'' 1� ,,, ,,, �1 „i' �I DRAINAGE $ OVERFLOW SCUPPERCXW145 CXW145 CXW145 CXW145 - , �SHINGLES UNDER OVERHANG --- TW21052* TW21052* TW21052* GUST T ME'MT CUSTOM CUSTOM A• 21052 21052 ;: TW21052* TW21052* �; 21052* 2105. /S �<� CASEMENT 1 1■ ■1 '- ` 0' 4 Adm FLARE ROOF FRAMING AT �MN pir MI 1n j j in NO: OVERHANG. SEE SECTIONS i ST DINGtA1LLEAD GO D 111111111111111111111111 1202 2nd FLR. ,'.O R RF6 OVEP, B # B_DC� NIFAIMRAWN BY: --- --- -- -- -A R ON " YND. DEG INC - -- TCS �11111101.....—_ CHECKED BY: PROVIDE BUILT-UP FASCIA BOARD IxIO PVC FRIEZE BOARD ` CONTINUOUS vv/PORCH ROOF. PROVIDE IN/SPRUNG CROWN AT SOFFIT �-j FLARE AT SHINGLES OVER FASCIA/FRIEZE • - 1111 a �1 - 0 • 8/17/12 • fill IIIII 1111 - , II, ./ „ —1 %WIN : 1 It tl CALF:, I 1 / IN NI I .. _ .. 1 IN NI 1 CEDAR SHINGLES ON 15 BLDG. ' �, : 1824 3-4 - DHP4262 DHP5662 • DHP4262 '�I-Q�" 1/4 — 1 - 0 PAPER ON 5/8" PLYWOOD / \ __\ I� / _ : I DHP5662 IN DHP5662 NI DHP5662 ; HEET TITLE: SHEATHING ON 2x6 WOOD FRAME �ry C�r••M — OUSTOtq CUSTOM N1 I PROVIDE /4"x4" PVC CASING ON ALL w/ R-IQ BATTING. (TYP.) --� p - — DOOR - r POOR I IN :i ; WINDOWS $ EXTERIOR DOORS, w/DRIP _ - ■ 1 I.■ N 1 CAP OVER HEAD CASING FLARE SHINGLE AT BOTTOM \ ,! — - • N I� II I ELEVATIONS EDGE OVER STUCCO FACING ON // - FOUNDATION — 1111.11111.1 ME - / - _1st FLR. -- — \ i _ �---ti - - lriallips rA e,C ':,��,F- �rjsO'✓'wk,�llNir A titglr N 4004 i -�aIL��-�a���-�����-��I•M�-��OM r"� VP IIIII ,��'`~� .11 • �,ba ' - �t�.i`} 1 ` -a 1 ' '' 1 'V "1 1 .111_ 1 1 -I 1 -}_ 1 1 L 1 t ` -IL 1 SHEET NO: 6'-O" NOTE: STONE OR CULTURED STONE �. [A41 WINDOW NUMBERS ARE SHOWN ONLY ONCE, ON ELEVATION CLADDING ON SHELF POURED INTO .A sT ELEv ryT1 •r FACING STRAIGHT FORWARD. SEE SOUTH ELEVATION FOR FOUNDATION. SEE SPECS. SCALE: 114" = 1' -0" THESE WINDOWS BIDDING & PERMITS PROVIDE HURRICANE CLIPS AND / ALL REQUIRED STRAPPING AS PER CEDAR ROOFING SHINGLES ON CODE. PROVIDE CONTINUOUS SPACED SHEATHING ON VENTING AT RIDGE 2x10 R.R. ® 16" / Alk „ 12 . ,DORMER FRAMING AS I Al \. CONTINUATION OF MAIN ROOF 14 / `\ IN FRAMING, w/HIPPED END 11:a11Z \7\:: \ , / SS \ 0 \ .. 19 /'; ; TIS • TT G , � o 1 I V PMI ;Ij b �II• V••• GKI INA #10 4.44 ''� �' \\\ \ _ , C ow +32'-111 " , TOP ATTIC SUBFLR. _ 440 ' ` ,_ " i1♦1♦♦♦• ♦♦♦• ♦♦♦♦•♦1♦♦♦•♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦�♦♦�, ♦•♦11111♦♦♦♦♦•♦•1♦♦•♦♦1♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦11111♦11111♦♦♦♦♦/♦♦♦♦♦♦♦♦♦♦♦1♦♦1♦♦♦1♦♦♦♦♦1♦♦♦♦♦♦11♦♦♦1♦♦1♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦111'♦♦♦ +32 1 BOTTOM CLC. .1o15T5 I��. _ _ _ . . _� ��.X1. _ . . . __. . . . . _ . . . _ .__ . _ . . _ _ . _ .__. __��_., ��������������������������������������������������������������������������������������������� s�����������V���������� ,A��a�V�♦��1���1�♦��♦�♦�1��V•1������1 (� z - - - ---- --------- -- ,, :1- pi_•P--. --.::-. ___ _ 4 TOP 2nd PLATTE _ ./ 1 a __ �'• ter. o' Q ►�4 10- _ ' '�•+ I 1x4 ON Ix6 FASCIA DI2ARD Q Ili� TRAY \ - a: _.. .` > LINE OF ROOF RAFTERS '' ��y �, kJ V %ij GYP. BD. .� BEYOND // '�' I y �1 FINISH • DORME- r.'•... --� � vy Its �/� ,' �• \ •mil Q Wil��' �� NEE "RPM MORI! .i �/ ;��� \ oil 2" / , . .1:1 r ill ft FA Mill ail IIIIIIIII IRWIN , csi PROVIDE FLARE IN SHINGL.E9 OVER �i41 �A •' BUILT-UP FASCIA LEVEL AROUND �4MAER ►�' E3E 021 O O I"I LIED 40P O M �' \ ENTIRE FIRST FLOOR. SEE ►�, . . 1 �•.• �, ,'' ;►�� \ I I 2nd FCR. GUST \ ELEVATIONS �� G L O S T �i I ���; 4, SEPARATE FRAMING FR RAFTER i� .: (' ,' ►moi BEDROOM I \� \\ TAILS AT DIFFERENT F ITCH (12:12) ��„ �� ,' ; .; FROM ROOF FRAMING (TYPJ �:' .4 TJI FRAMING PER FLOOR PLANS, 7 ►�� \ \ :I 1 .�4 14/3'4" PLYWD. SUBFLOOR, BATT �' \\ ;4 ,, 4 INSULATION 3 FINISH BELOW AI 4 ,' .1 123 +23'- A, TOP 2nd SUBFLR ' �' _ .~ - •�� '' - 4 ., - .��►TT^/'tTT►r�T1 � TT7 ► �TT�rrTT�^7-TT^►'TTTTTT, �'TTT'/ ►TTS TTT1^�TTTr+-T� ...r�TT♦-�•Trr�TTT1^rr�^�.-T7�►•TTr� r�rr•• ^rT-�Tn-�TT1�ITrr��-rrT•�-�Tr 1't'T�-�� �^ �►-r-rr�TT7-�'T'TT►TTT1^TTT7-�T��►TTr�TT �- ►'T"�1�i -i - !� �1 i I i i r 1 1 1 r � 1 � T '�"T� �r7 � I \.712 1►� 'J 11 1 111111� � 1 ► 11 I► � 11 11 ► ►1 1 1 1 1 1♦r / 1 . IIV♦♦ 1 11♦11♦♦♦/ •11•♦♦1• 1 ♦� . 111♦ 1 1 ♦111♦•♦ 1� 11 ♦1 ►♦♦♦ 111 ♦i 1 I♦/♦ 11 1 1 ♦ 1 1 ► 1 1 ► 1►: ► ► ► , Ii �♦ I ♦♦ ♦ ♦,1,/♦♦ ♦•11 1,/ ♦1 ►11. 1•111 ♦111111 11♦♦1 r ►♦ 111111 ♦ 111♦ 1 ♦1 ♦♦ilr / 111♦� ♦♦ ♦♦ 11 �.+22'-2 ° �� TOP PLATE 1:; ♦� ����4/��1 /����1���1►��1�/���11� / ����iiiiii1�1��1�� 11���111����l�il�li►�i1i�i�iilii�il��il�i1/�� I1 �� �� �iiil� 1I���11/���I1�� iilil��1�1��������1I ��Ii1/��►�111111101116111111111111111111 1���1► 11����1���1► 1����I �U���11► �I ♦�1 ♦�II�� O����i M fif WI Ir - - - - - ,..,I 1� 1/17�7NI r .moi' i �F. i 4 41 ORNAMENTAL BEAMS ►i' I ii 04 ' I'IiiiillW1 .�� � 1x4 Vp -GROOVE SOFFI BOARD w/ ice: �� CONTINUOUS LINEAR V NT. PROVIDE �S Z• .moi 4 �1jI %: le ., U) <• 6, 1 1 INSECT SCREENING. (TYPE 14 41 p 41 1 PVC CROWN ON FRIEZL BOARD PER � V ELEVATIONS 3 SPECS. (TVP,) J 2' S o . ' 4 KITG N L (VIMG ROOM W -1• g. Y A A, I s " L R. g- i ST M UJ• i ; g 8 ��.i�! ii' S;EJ ROO , a1 I W• F•1 11 494 �; � CEDAR SHINGLE SIDI G ON I BLDG. Q �. � PAPER ON %" PLYNr ON 2x60I6" ��4 GYP. BD. • WALL FRAMING w/IN LATION PER Cl) U)• : :4 FINISH 4.I SPECS. ►� 4 OV a 1►i' ti -- - - FLARE CEDAR 51DI TYP +II'-?}s" k _TOP ISt_SUBFLR.�_ I ( J ��TTT^i 'T'T7C�T•T•T�►TTT�'TTT/TTT��TTT1^ �rTTT�'TTT/'\^ ►TTT�^ - -- -- _ --. �- ..--- - --^ �rTT7�/TTr�^TT�•'� TTT�►TT^�TT1'rTT7�►TTr�^T'Tr"�TTT�►TTT�^ �rT\^ - TT1-�TTT�►rTT1 �'TT' �►TTT TTT�TTT►TTT1 rTTT � - 1 � r � r I 1 � ►1 r � t i � 1 1 1 1 1 1 ( � 1 I 1 1 1 �" ( 111 11� 111 11 1 � ►111 1 11 • 1. 11� ► ♦1 ♦11 1 r ► ♦ 1 / r 111♦ 1 ♦ ♦1/♦ 11lUin ►1111 ►. . �11 ♦ ♦i t1♦1 ►♦♦ 1 ♦ ♦ i ♦ 1 ►♦♦♦ ►♦ 1 i♦� 1 i1 •IIr /♦1• ► ♦1 ♦111 1111 ♦ I ►♦♦• ♦11 � ♦ ♦.lr " TOP FOUNDATION I�g♦ i��l/�l1�1,♦�ll♦�i�i� alliii �i,�1►ilMild �i �h,�l/�ll�l,�lt�l♦�i,�11�i1�11�1♦ l��'�1/�fi1�1,�1�♦ll♦��,�tiiiiiii l'�It♦li�i,�/�l1�i 11�� 1�/��,�1 PROVIDE 1" THK. COINSTUCCO ON ,,`tscE�F NEw 1-� +IO-D �' - � EXPOSED PORTIONS FOUNDATION, 5 ���,5 S,� "<_ STONE \ EXCEPT WHERE SHO A5 T '��GC. .�' WOOD FLOORING ON 30 BLDG. PAPER ON r•v,• •' / / C,-,----0;r:,0-4` \ \ �! n I •.. re \ \ \ \/� - (2) LAYERS OF 3/4 PLYWOOD DECKING 10" THICK GONG. WALL. PROVIDE ;i:�;• \ \ \ \ \ �c 0183 0 Gk //\//\//\//\ •1•: &CUED AND NAILED TO 11X" TJI FLOOR REBAR. AT TOP F WALL. WALL TO ;;; ; //\//\//\//\/ �S '\ ''.` JOISTS AT 16" 0/C. w/ R-IQ BATTING. 12" 44" ",.• /\/\/\/� �; ,. - � \\ \\ \\� \\ \\ :. ;; BEAR ON x 2 CONC. FOOTING. •. � \ \ \ \ �- \ \/\ \ •▪;.. PROVIDE DAMP PROOFING ON :�_'., /\/\/\/ \ PROJECT NO.: --`� •* STEEL COLUMNS BEAMS ABOVE PER EXTERIOR OF CONCRETE PER SPECS } • // / //// 1202 \ \ \ .�.t G I *• r / DRAWN BY: / </\ v:.'•• EASEMENT 4" THICK CONCRETE SLAB REINFORCED BASEMENT �!• ':` \' TCS j/ \/ \/ \ °'•. '.•• / / CHECKED BY: \ \ \ \ w/ bxb 10/10 W.W.M.. PROVIDE SAW CUT I ` / //\ \/ \ ,•+...f CONTROL JOINTS AT 20' INTERVALS. r'•'S• / / / / :• �.:. ;Y: // // // / DATE:I. 8/17112 // / //\ ..:b. •.: .:: / /\/\/ SCALE: \\ /\/4 /\ ..:...:•• \ 'i•• \ \ \ \ I 318" = 1'-0" 1 Otl \ � •: L' i :•N' •��.' • .i• .• •• .`• •�• 1 �:' • •i• .•Z • . i • . •� •• . .. .}. •' ' .w �.Y• '•, r ♦. •t•. 'I '.• \ \ \ \ 0 �, TOP FOOTING .. ;� .,. . •« I{iA•' . . .• _ •. •.•. •••. r •f � •..' •.• '•• .. '' .. .. . . - . • ' . . �� / / ��, , , �, r � ' : . �. 'v r ilk' -� 1: _ �••� ;• _ 's. }::•. •: -.• .. , / / / / SHEET TITLE: IF \/ \/ i .....*.x.....;%:. . \-/ \/ \/ \t, j \,� \� \� \ \ � \ \ „ , , • \ \� \ \� \, \ '� \I :1\/ , ' \< :...4:.....:::-.'4• \/\/\/\ \/ /// \// f / \ \ \//\/ BUILDING / / // // // // // / //\//\//�/ice/��/i�//\//\// // // // / / / / / / / / / / / / / / / / / / / / / / / /,/ / / / / / / / /�/ / // < SECTION \ \\ \\ \\ \\ \\ \\ \\/�\ \ /\\,\/ /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\/\\/\\ A /\A \//\/\\/\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \\ \/\\/\\/ \ \ /X// // // // / \/\\/\\i\ / /\ /\/\' \ ' /N /\//\//\//\/ SHEET NO: A .„, , i1LEB) 1111G SE 4.4 TEI SCALE: 3/8" = 1' -0" 1 0 BIDDING & PERMITS PROVIDE HURRICANE CLIPS AND ALL REQUIRED STRAPPING AS PER CODE. PROVIDE CONTINUOUS VENTING AT RIDGE LI.1 °oPilSod ,...1 ce eilkil\,, ii- I 74,. 12 CEDAR ROOFING SHINGLES ON }" SPACED SHEATHING ON0 WN Z14 2x10 R.R. ® Ib" •./ All" '. WCEDAR ROOFING SHINGLES ON / - I O 2x10mib' CEILING JOISTS w/�" 0 I?fry SPACED SHEATHING oN PLYWOOD DECKING IN ATTIC AT _ 2x10 R.R. ® 16" / AREAS W/3 fT. MIN. HEADROOM / o12 I�•1� / ALIGN FASCIA BOARDAT SHED \ � Q/ DORMER 4 TYPICAL EAVE \ +32'-Illi" , TOP ATTIC SURFER. _ _ _ _ - - - - - _ �_� •� ` / OVERHANGS .����i�i�i�i�i�i�i � � ►i.�i_�i_hii�_iiii_i_iiii_ii�i_i__i_i_i_ii_i _i_iiii__ .I...,-.�...�___ .�._ 0, _ +32'-I" �� BOTTOM GL6_J015T5 - - - - - - - - - • 'I♦ ��� �������♦ � ���i�i�i�i/i�i�i/i��1�'!i�i�i�i�i/i�i�i�i�i�i��►�.•�,� � � Z STRUCTURAL HEADER SEE PLANS p:JP1" ,� i� k/%P,i\ Alli F R DETAILS. a +30'-8" , TOP PLATE ® SHED DORMER ( ) _ _ _ _ , 914 ', ,'� i'/ !ii l -- \ ,\ II \ 0 D —- Mrif - 'III „/ ,/ 'It \ ` ` liltc.) . . to ,' . ►�' TRAY CEILING W/2x4 FRAMING AT �` �` / V \ ! t/) I'-b" t1' ��/ P4� ALL WALLS, TO MATCH PITCH OF �\ \ II Inii II BEAR PORCH ROOF FRAMING ON PLATE 111 Q 1. r i , �� DORMER ROOF FRAMING AT FIRST LOR WALL BELOW Z SEPARATE FRAMING FOR RAFTER i� ,// /HALL ►: 4 MIL. ( G BD.�\ \ TAILS AT DIFFERENT PITCH (12:12) �� ,' �►�j it �'NI i 1f` FROM ROOF FRAMING (TYP.) .� 1S1 ,' /'' BATH '►il BtDROOM / �.\ �\ 1111111 1111111 �� LINE OF FLOOR OF ROOF DECK. PROVIDE ILI I I--: ':I c �� �-, / 4 !j SMALLER FLOOR FRAMING UNDER ROOF ��� ►�' �` it Al , DECK, PER FIRS FLOOR PLAN LINE OF STAIRS BEYOND BETWEEN MAIN ,/ '/ ►i; TJI FRAMING PER FLOOR PLANS / \\\ \\ z 'SECOND FLOOR AND LOWER FLOOR OVER 1111111111110 1 GARAGE/MUD ROOM /'/ PlAtm PLYWD. SUBF1L OOR, BATT ' �` \ \`.; /, INSULATION 4 FINISH BELOW �\ fri ' , `\ STANDING SEAM LAD COATED COPPER 1 � ' ►i I = +251-%" TOP 2nd SUBFLR. _ _ _ _ _ _ _2 r- _ LOW PITCHED ROO FLASH INTO WOOD SHINGLE SIDING FO WATERTIGHT -- - " -�- - 12 :♦♦::♦;�Y�����♦♦♦♦♦♦♦♦♦♦♦♦♦♦��������������������°�����������IIA���������������,,i'���������������������������������������������������������������9����������������������`P���� ,,, I�:�i�i�iii�i�i�i�i�i�iIlit..40.10.114.411.0.1111111111011 CONNECTIONt22 ?}� + TOP PLATE ._ 1�1 -- -�- - - - - - - - ! := - - .�..I.Gr_ �I I BUILT-UP FASCIA, I lir I - ��Et 111, • 1��;1inIIIIIIIIIIIIIIIIIIIIIIIIM OVERHANG, W/CRO MOLD 6 BELOW. __� ;��; I :►ir °�� � PROVIDE CONTINUOUS &UTTER PER SPECS. PROVIDE SOLID BLOCKING ��4 MI Il IP+20'-5" , TOP SURFER. ® GARAGE _ AT ALL BEARING POINTS '►�. 1111111111111 I NSI a OF TJI F.J. (T1'PJ ti� "moi' ������i PROVIDE 1x8 PVC -GROOVE T4b 1 �; CEILING FINISH W/ BROWN MOLDING AT o6 Z. ;1 GYP. BD. ��' PERIMt 11=K / FINISH * .11; N Q• / A / J2. ig at o IT% n 12" DIAMETER JLOAD BEARING W '�' 6 R '- 12- z \ �i1; GAPER: p FIBERGLASS COLUMN W/CAPITAL 4 BASE, W• E 2 a LIVING *�; �� ALL PER GS. PROVIDE SECURE n ' STUDY ■ O O M \ ��% F•, G H ATTACHME TOP 4 BOTTOM 2 W. N § a \ '� BLUESTONE PAVERS ON MUD SET ON 4" , ,, 4ATHICK CONCRETE SLAB REINFORCED W/ N �; • � .�% 6x6,}0/IO W.W.M. ON COMPACTED FILL TO :j 1; A DENSITY OF 41595 / +11'-2V A, TOP 1st SUBFLR. _ _ _ _ _ _ _ - :wi -1 ti + '; piethisoma1��'� � ��� �, 1 I��������������� 11r12251145621311131191119MMINIS ?*%.; 4" THK. STONE FACING ON LEDGE CAST ',F r�Cw• \ \ \ \ \ INTO CONCRETE FOUNDATION WALL SP1 M�F 10-0 TOP FOUNDATIONg CVIP •t:•�,• STEEL BEAM. SEE PLAN i • / / , // // // //, //, /// o� G \ \ \\ \\ \\ \ ,•~ <BAR SLAB HAUNCH 2" ON EDGE OF / "' , � / / / :•s FOR SIZES ,i`► \ \ \ \CONCRETE FOUNDATION WALL. \\ \\ 1,.;..;, \ \\ \� \\ \\ \\ ,rx:, �' / \ • ? �- \/ PROVIDE THRU FLASHING BETWEEN /\ ��, / ? ^ / ,,:, WOOD FLOORING ON 30* BLDG. PAPER ON \ :i ;�` \ \/WATER IT 6HT WOOD FRAMING, /\/\7/ ,•• \ // +• ,� \j\ \\\ \ (2) LAYERS OF 3/4 PLYY�400D DECKING �;• ,r• \/� /\\ \/ \/ \/ \/ \/ \� /�\/\ •a \/ / ' ._ Sz-01835J-\N\ <' / / :`'.; " TJI FLOOR JOISTSATT 16" 0/G. TO P✓ R-11 BATTING. ..3.11.4...r / \-/4 // / // / /v // / i► • G � .. \ \\ \\ \\ \\ � STEEL COLUMNS 4 BEA - ABOVE PER .4...,..4....:.....: \ \\ \ \\ \\ \� \ \\ :::.1..; .••:; \ ::�., FLOOR PLANS . / / .• .... / PROJECT NO.: \ \\ \\ \\/ :. 10" THICK CONC. WALL. PROVIDE +ir• / :•::= \/\/\/\/� 1202 / \ �.Mr, - REBAR. AT TOP OF WALL. WALL TO '.1*F. /\/\/\/\/\/\/\/\/\/\/\ :f `/ DRAWN BY: TCS / / :`.:4.....'+ �: • LJ S M �T BEAR ON 12 x 24 GONG. FOOTING. �,• . \ / • \ \ PROVIDE DAMP PROOFING ON .:.. / \ / CHECKED BY: 4 THICK CONCRETE 5L = REINPO ED EXTERIOR OF CONCRETE PER SPECS r+ , M / / W/ bxb, 10/10 IN/N.M.. --. IDES GUT • .' \ / \ \ \ CONTROL JOINTS AT 20 INTER 5. t.-53. ••,.: • \1........ii.:•..:.1,:......4.). / . •'• • • //\/ DATE: / '•' ,:�: �, �. J FOOTING TO BEAR ON UNDISTURBED 8/17112 \ \ 4:::- t L-- \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ '��': 7 ;•.. SOIL (TYPJ \ :�':• .. / / / \/ \/\/ \� SCALE: 3/8"= n / ',� t:AL \ \/ / //\� 1 -0 0-0TOP FOOTING /\\/\\ \ , .. .. ::,:. •:,, -'r•• '. .:•::i r.a:• :.•.t. . 11' . = 4'• •• -.•-t '.~:':,y • - . • - •: . • • .. —.: .,:s z, - •,,.;;,.!• •�a.ti,":".• :..i-,• \ SHEET TITLE: ,_ . i, _ _ _ - • • r ' a K'y ♦- • r. ;• ..�' .�N. �••7!�..�• •i ••1•ti .k �•is. •.••.Si ��•j •�.. •i. .'R • • �..y• / /// / / / /*44 .:2:!..4::‘';.*:!1.::. \\ \/\/\/\/\/\/\/\/\/\\./\ . \\/\/\/\/\/\/\/\/\/\, \/\/\ \\\ . \\ /\ \\\/�\//\//\//\//\//\//\�/\//\//�/ SECTION / / // // /�/ , /A/Z\//\ // /\ /\/\\/\ /\ ' /\\\/\\\/\ \ SHEET NO: 27 [to, uoLovici SLECTE * N 27 SCALE: 3/8" = 1' -0" 111 1 BIDDING & PERMITS I A' Lam �. wrM 0 z PROVIDE HURRICANE CLIPS AND Z CEDAR ROOFING SHINGLES ON ALL REQUIRED STRAPPING AS PER W SPACED C:HCATHINE• ON GODS. PROVIDE CONTINUOUS 2x10 R.R. ® I6" VENTING AT RIDGE '- (,7 0 r ° II H '` PROVIDE "WE"" IN CEILING OF HALL AL ` \ FOR HEADROOM TO UPPER HALL 0 iami" (") rol ,�lli ' \ AT STAIRS i , id O Tii9,,, ‘: / \ IlumlINE �' \ MULTIPLE FRAMING AT DORMER Z ,,, /: HEADER. c1CC PLANS (In M O PROVIDE HURRICANE CLIPS AND ALL 12 a ISs „ REQUIRED STRAPPING AS PER CODE. 0 14 ; Q — 1.{Ks CCS \ _ 28'-II" TOP 2nd FLR. PLATE / •Ii'It11t11t11ttt11Vt111t111�' ♦IIIt1•...44 t�•� LLI z Ce it) I 1111 NO FINISHES THIS SPACE1 Si 1 lir F 1/ I uil <I, ti .� 7.4.4-:411 IIIi I� PROVIDE METAL FLASHING AT ALLROOF/ WALL CONNECTIONS. IIWHIM PROFILE OF DORMER , 22nd FLR.N TO MAIN �I12 • l" SS, iBEYOND ~ 0 r ''S UN I SHED 1 1111 / iii '� itimi SSG I' r Ft I� •., LINE OF MAIN SECOND FLOOR a 14 T.I FRAMING PER LOOK PLA I, �l1 i rJilld Wt/.�" PLYWB "5t1BF TTSI �t j. • 12 n/ill IZhiii FAI7"-riPiP - - - - - - 2O14r , TOP end SURFER / r 7112 IZ �Ai: vdti��t�t�1�1�t�t�1�t�1��1�1�1�1�1�1�1�1�t�1���t�1���ti�1�1�1�1�1���1�1�1�1���1�1� 1rr11111r11111rrr11111r4i1111�i� '1'It"t1-t11t�1'ItTIT1-1'i1��t♦i1��l�tt/tttt//t/tt -— \,‘, 1 11 _J -N4k RIME I \ _I %. TYPE "X" GYP. BD. FINISH 4 FIRE �iv - � • 0/3 �II�`I SEPARATION AT ALL SURFACES IN GARAGE CASED STRUCTURAL BEAMII CASED y Q. r- K LINE OF 4 ig , g °, STAIRSi, •:� BEYOND PROVIDE 1x8 PVC V-GROOVE T46 W J•ill ,, : : 4 4 : � L BATH, MUD GOA � D CEILING FNISH pi/CROWN MOLDING AT PERIMETER = a u.u 7nIII GARAGE ` W• �„ � l_ ROOM F'ORGH 4D GYP. BD. y�; FINISH 4" THICK CONCRETE SLAB REINFORCED w/ Ii i' +II'-2v , TOP 1st SURFER. � rii _ LINE OF FIRST FLOOR BEYOND JOIN S AT W.W20' I . PROVIDE SAW GUT CONTROL 40 M - - - - - I ♦'1�1�1�1��•t•1�1♦t♦t�1�1♦t♦I't�1�t�t�t1111ttt/tttt? vt11111tt/tttttttt♦ - - JOINTS 20' INTERVALS. ITYPJ • ko i 1 �������������li ��� !e%V ���,������ t'' :.,;.: . ; 4:.- , • - - r „.,. , CI—5 ii, TOP GARAGE SLAB ;t• ` \X"�` : CONC. HAUNCH c:‘'''_,,‘,5C Sq '?',- .t b N' .-"‘.•1.. / - .i• .....1.......4 ";..;•'... y., '"t-.• .;67.1V". ` " :.•�y9 : •.f':.,?. .rf !4•:•.1. ,i.•• ,••.•.. - :,....'s•.:* � ' j, ;t -f — — — — — - — — .1• t t• _'5/ s ''‘:''''::' r• ,. i FOR �G ��11•• &••• •t •• .t t:i ". -.. '9 ....•' . i.• •.� '• •••y y. Y.••n• ;,/'•• _•ti. .i. ) �• t, t.•;�: ,t. ,� lY 1. .r«• w r: . ; SUPPORT OF SLAB ABOVE �� /,'{,16.!-; ,,A .� „ �`< �/j \//\/ ;:.c ti \/\/\/\/\/\/\/\/\/\/\/\/ /\/ /\/\/\/\ .:"./3.4::./\/\/\/ / \ \ i• ' WOOD FLOORING ON 30 BLDG. PAPER ON \\\ \ \\V\\\/\\\/\\��\\��\\\ " _ ' \ /\ . ' • / \\ / *'s (2) LAYERS GLUED AND OF 3/4" PLYWOOD DECKING •f ? j / :. / ;,e - \ / ';:••4:i �`•.• \ ••••••,„ \ \�/\\ •_ JOISTS AT I6 0%GD TO II3i" TJI FLOOR ,. w/R-114 BATTING. • ' \ r' / I•�=� ,,�5 X18350 ���. / \ :;~. /\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ $« //\ / .14 �• 4;!•;: / e \ T�' D ARCS / / '`'+� \//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\ .•L:: / r \ !:.;x fa IREBAR AT CONC. OF WALL.OWAI..L TO `;? /\ / 1:1:r..::: : 1 N \�\ /\/�\/ /\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ , \\/ — 4-5 �, TOP FOOTING \/\/\/ :•, E�EAR ON I� x �4 GONG. FOOTING. / .:_.// / PROJECT NO.: 1..0;e::.-0:,? / / FOOTING TO BEAR ON UNDISTURBED/ / / / / / / / / / ':•` ,••••: OAK TREADS IN/PANTED WOOD 10 " 4'-2" - RISERS, MOULDINGS a. l r' 6" SPRUNG COVE ON Ix6 FRIEZE, IN/MOULDING #5453 / —...,) ) . SLOPING GYP. BD. SURFACE 1IT GYP. BD. FINISH 4'_0" OPEN TO ILI HALL ... .\:cl...... -. .- .... ---.. \ 11.1.11 >" \ --:: I r" :4-- . . Z ILI U'� PLYWOOD Oi 0 - D PANELS it) Alt tV 'PROVIDE TERMINAL TREAD N tY _ w/4 RADIUS AT CORNERS - h 4 z 4 C _3 < ARCHED CASING ABOVE _ '\ IIIK VLINE OF BALCONY ABOVE i _IM ii met n'ti....L.Iroaii: 1-1°8825::IPROVIDE1x4 DIAGONAL NN �� ` RAIL, PARALLEL -ON �\_,iv), J HANDRAIL ~CO � �L\� I I � t ,. FLAT PANEL WAINSGOTTING: 0 PROVIDE Y2" A/C PLYWOOD PANELING I , Q Tr I • o ; I� w/I x4 FACE FRAME RAILS / 0 CO CO m TOILET Riv, 11 w/5/8" COVE MOULDING INSIDE PANELS , Wu) 00ALL PAINTED. PROVIDE NOSE 4 COVE CAP I. Z AT TOP EDGE OF PANELING / c.-____ x\ �= N Ihh '`— PROVIDE LAYOUT OF PANELS ON I�/ - 1` SUBSTRATE PRIOR TO INSTALLATION OF ' 101-2" PLYWOOD, FOR APPROVAL BY ARCHITECT - \ O ENTR P---) A' IIR HALL []\[]SCALE: 1/2"=1'-0" TWO RECESSED DISPLAY NICHES (ThELEVATION , (� k LINE OF CEILING OF BAY AT IN/PLYWOOD CABINET, (2) I" THK. - WINDOW SEAT BEYOND FIXED SHELVES, ALL PAINTED. PROVIDE RADIUS CASING r -) r r . . z. ..) _J 6' II 7,.,"..,:. zSLOPING GYP. BD. PROVIDE BOX NEWELS PER �, STAINED WOOD HANDRAIL SURFACE SPECS, fry/OUTER CORNER PROUD U1 IN/PAINTED NTED WD. BALLUSTERS. // OF NOSING, BOLTED SECURELY // N ^ 5EE SPECS. / TO STRUCTURE BEHIND / a k // HALF NEWEL AT WALL /Ii 1111 - y N' 4(0,, rite. V\\: ic--, \ i / / eF \\ _ - \.,\ – — \ :::03EIFD:11Clijoi,i,..i, / \ I ill :13 1 ,\. i r i \ =0 ii r 1 , .p=7 \ ip a ;V •t ,,/A .0 ®- rz),f -, C I x8 FRIEZE ,010 _ ` II_ ii 1 � � ROJECT NO: , , 1202 - PROVIDE GAP AT RAWN 6Y: - - - - - — BOTTOM NEWEL TO N L � iiill � � � � TCS 1 ir if—, 4 . ..__..____..____________...._____,..MATCH TOP GAP FLECKED BY: ATE: 8/17/12 ALt: I5/8" SQUARE PAINTED WOOD 1/2" = 1%0" BALLUSTERS, PER SPECS, 1 Httl Tut Lt: Ii _ \ 2/TREAD 4 EQUAL SPACING III1 O OPEN TO i \ LIVING ROOM ENTRY \ HALL \\ OPEN TO \\ I 5"x5" WOOD NEWEL w/7"x7" \ HALL \ n — BASE, vi/RECESSED PANELS, STAINED WOOD CAPS. SEE / - // �� "` SPECS. 'HEE I NU: �� / / / / / iy 1 ( ELEVATION � // m , ELEVATION(;) 1 C4) ELEVATION 1 3- r.,- ELEVATION BIDDING & PERMITS CASED WOOD ORNAMENTAL BEAM PROVIDE CURVED OPENING w/5" GROWN MOULDING, ALL EDGES PROVIDE CUSTOM POCKET DOOR w/GURUING JAMB PENT CASING w/3Y�" 5'-by2" 51_5) ,, 5'-II" 5,,,..5) , '- 2" 51_6= w/PANELS TO REFLECT CURVED SOLID GROWN BACK BANDING _; .2 SHAPE OF OPENING 4 CASING I 1111 CI 5 CROWN MOULDING ON Ix FRIEZE w/BOTTOM MOULDING #8453 I r...„,,j 4.1: in i'll - - - 4 0 ° 0010-74,11%'OrtiftWertn-4 �il- ;gr • . ► eGYP. BD. FINISH ; _ -- �� v I 4 6 • _ _ _ , GYP. BD. FINISH 0 t F- -..."......11.11114.11 Ae rot - , i ra1� tvor,,wkit"olrk 3Y2° GROWN vv/Ix x 0 V ke I .,, .ti' 0ke 1 VP ! 'rAa_.' Y y GAP CAPITAL ar D • tej a 4 `�, FLAT SGRON TV 49,4140 _ 1,� _ Y�" NOSING ft 0 T 4 O �� nwa-,, , ,,ageoo &• ,� 6• 1 t-4. "es1 ICASINGFill CO Z O,. "Vio" ti=, 7 ,176��-A- b _ O w/REGE55ED FLAT C� ��r 41-0" T�OIOAW _ = O� = PANEL w/5/8" COVE D. cy tirrialkihrelatignillivOPEN TO cAMOULDING 0 DOPEN TO 11111 �' v~•' KITCHEN Q ENTRY HAL ;01lemir \ 1 I x8 BASE vg/CAP0 1 Atil0 N Ir iIhaO :fl #8453 W i lial / -0; 43C IX z in on i ,rta / / 1116‘ser, / 01 gssi ILI N ME _ALA / ism" ELEVATION FIREPLACE w/TEMPERED GLASS E L EVATI O N rJ s DOORS vg/BRONZE FRAME. SEE SPECS FOR ALLOWANCE LIMING in,'c.' • OBI SCALE: 1/2"=1'-0" 05 Z• V) 4• 1 D - -. of i WOOD CASED COLUMN w/I" THK. I x4 CASING w/3/8" BEADED INNER w -i• i 3.3 6" SPRUNG COVE ON I xb CAPITAL vg/NOSE 4 COVE MOULDING EDGE 4 BACKBAND #5315 (TYP.)/ • w w•• FRIEZE, vv/MOULDING #8453 --) r -) < N ... Q F—• 0 2 r r N V) V)• 0/2" „'11'' 4" 5" 2'-6" 2'-6" GYP. BD. FINISH • ,T.- - 2Y2" BEADED COVE TOP CAP GYP. BD. FINISH a — ` L. J J ��OF NE11;4,7;20 < CABINETRY OF %" PLYWOOD - L, ��"cS � G0 CARCASS vv/Ix FACE FRAME w/BEADED INNER EDGE a" - WOOD HANDRAIL. , y' rt ' SEE SPECS. FLAT SC - EN TV < s 4" UPPER CABINETS WI" THK. i - ADJUSTABLE WOOD SHELVES, 1/4? i '`/` ZA ALL PAINTED - _� 1202 misaii 12161TN.SOUND PROXGTOR N _ Zilel .110„EIEJ :ED- EI CL\,,,,,,,,<- , 24" DEEP BASE CABINETS �' 8/17/12 w/INSET FLAT PANEL DOORS 1 ! STAINED OAK COUNTERTOP. . SELECTION BY = 112" = 1'-0" HARDW ARE � 1 ‘ o OWNER p \ ELEVATION0 (8) 2'-0� C--) ELEVATION LIVING g FLAT PANEL WA I NSGOTTI NG DINING ST .,..., DY/ ME / 4N EIA yip\ s � � PROVIDE Y� A/C PLYWOOD PANEL i NG STUDY • , w/Ix4 FACE FRAME RAILS SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0" w/5/8" COVE MOULDING INSIDE PANELS ALL PAINTED. PROVIDE NOSE 4 COVE GAP . ttt i NO: PANELING TO MATCH ALL WALLS IN DINING ROOM AT TOP EDGE OF PANELING 1 ea BIDDING & PERMITS TOWEL BAR PURCHASED BY �� OWNER, INSTALLED BY GG 3Y2" SPRUNG GROWN IO -2 r U^,m,v N Y1/4 iii ad _ < MEDICINE CABINETS ' p` MED. CAB. PROVIDED BY OWNER. Ili • 11 . _ VO1 _ PROVIDE TYP. WOOD CASING. D 0 1 , r _ / ' n Ir-- "'","A >- m �a - p aA < BATH WAINSCOTING:6 \ 6 W 0 m �� l PROVIDE Y2" THK. STANDARD BEAD INTERIOR MOISTURE ,--- -7 . 0 4.1= RESISTANT "MRI" FIBERBOARD PER SPECS., w/1x2 TOP . Q m y CAP w/BEADED COVE 14F-333 1x6 BASE w/GAP 8453, P • 'w, .vi it E irn r • * IV' ALL BACK PR I MED PA I NTED ® F- -‘ -\ ,/ . (..)., SCALE: 1/2"=1'-0" \ \ 0 L BATH FLOOR: ELEVATIONELEVATION ELEVATION o CERAMIC TILE FLOORING ON CONC. 10 11 12 M 0 d Q SLAB, w/MARBLE THRESHOLDS 4 TRIMS. CeQ -NailTILE SELECTION BY OWNER i- Z �— 5'-I y , :,. SY2" SPRUNG CROWN �� f 11O a. 2-0" , TYP. WD. CASING 0 I PAINTED FRAMELESS SHOWER V ''V' 6 y 2''0�� , GYP. BD. ENCLOSURE $ DOOR � Q DJ Q N r 4 Z O ti ,�' < MED I G I NE GAB I NETS ;' I"' T ry _ �y 'i ' ; \ Ilk 4? MED. CAB. PROVIDED BY OWNER. �; "" 13 pi._ PROVIDE TYP. WOOD CASING. if, _� . \ Em..1011 4 ,` 4 CO =. \ `� I I 1 l I I 11117 ' ` / / \/ \ • / -- ° < BATHROOM CABINETRY: % dijnill, �741 '� b `�' , ° PROVIDE PAINTED WOOD GAB I NETRY w/ Z• 1 libilr, m ° { ,,, N2> ° INSET FLAT PANEL DOORS DRAWERS. ►. _ a• PROVIDE I" THK. SOLID CORE LAMINATE I COUNTERTOPS $ BACKSPLASHES �n _ — o , , 0 Or V= ( m w. 6i if; "' 13 ELEVATION , ELEVATION ELEVATION 2 w• < N _ . . TILE SHOWER: 4 15 s QI—• 02 • • STONE SEAT 4N CERAMIC TILE ON CEMENTIOUS BACKER tit' co Vo• NI II PITCHED TO EDGE , BOARD 1,4/12"x12" RECESSED NICHE I „ , —`�'k 1,4/STONE TRIM. PROVIDE SLAB STONE THRESHOLD 4 JAMBS 3'-O" , , 4'-5" �,. B!2" SPRUNG CROWN N ist _ „ ( ) LJEST t; r ,c�OF NFiv - ,c . ,1,,,(-_,\ ■ SCALE: 1/2"=1'-0" PAINTED .z2 !, , , GYP. BD. t:.'s_';') * NOTES: ;:�-:r=\ , r8350-� \�0 PAINTED _ _K ., FD,Nn R SEE PLUMBING, ELECTRIC, GYP. BD. ,_:_ l ...: .. CERAMIC TILE, AND INTERIOR — s• - • 1 • •1202 FINISHES SECTIONS IN = SPECIFICATIONS FOR GYP. D. p` _ _ _ RAW • TCS MATERIALS 4 OTHER , i INFORMATION Q N `N_ r HECKED BY: < PAINTED WOOD MANTLE SURROUND N/BEADED 8/17/12 -I-- ._11:11014126:144M• COVE MOI.L D I NGS I CALL: :: .:...�••:❖:.•:•: : iTHK. SHELF 1/2" " _ — < :.:.t x�xxr.s.' erg., : Httl TITLE: Q _ — I ED il MI mtit; All SLAB STONE SURROUND 1stFLR. M 1 )- ... I Wit i - BATHS ELEVATION O NPREFAB. GAS BURNING ( ELEVATION 17 4ELEVATION7DIRECT VENT FIREPLACE. SEE SPECS. •: • 1 St FUR.. ( ) i f S tto El; is, * 01"iii SCALE: 1/2"=1'-0" 1 5 BIDDING & PERMITS 6'-6" ,,I 3y2" 3Y2" SPRUNG GROWN / BATH FLOOR: :ii / 5 •Q CERAMIC TILE FLOORING ON CONG. \\ \\ 1111 SLAB, w/MARBLE THRESHOLDS $ TRIMS./ \\`\ PAINTED \\\\ \\\\ m TILE SELECTION BY OWNER \L:1 � ' `\\ GYP. BD. \\\ _ � Z cie) is O W `\ `\ \\ 1 a) 0 D 3 2 \ CO o \ / / , / TT _ \ / ,' /' / + www !� 0 0 m / V \ , o . -9- § 0 fi 0,1 11,{] , 0/ow o ' ELEVATION a.1., 4 18 11"1" CUBS I E CABINETRY U) z PROVIDE PAINTED WOOD CABINETRY w/INSET a BEADED WOOD PANELS, (2) HOOKS/GUBB I E, 3/4" THK. — SEAT 4 TOP CAP V -! u) \ 0 D W a \ \ / 18 _ in _ 19CO LLI N SHELF ti 1 / -I •v - -- 4 U5SIES - - . / IT- -7-1 1-r-- A L N ± 71 , i_ d' .0 CO I'-q" , i'-q" 31_x/" , I'-q" / I 1_q" ''T , 06 z• , Eicn :: I 1 IO'-42" - 21'- " 5y2 wJ• = _ _ 1 2u. _ 19 ELEVATION 12 W• g anc'� RN t‘. :� � • 9 EAT! ATH NOTES: a SCALE: 1/2"=1'-0" SEE PLUMBING, ELECTRIC, CERAMIC v) cn• TILE, AND INTERIOR FINISHES SECTIONS IN SPECIFICATIONS FOR MATERIALS $ MED I G I NE GAB I NETS OTHER INFORMATION MED. CAB. PROVIDED BY OWNER. 3Y2" SPRUNG CROWN 2'-0" PROVIDE TYP. WOOD CASING. / , ' ,,�' o 2'G / TILE SHOWER: s \ PAINTED /' =N �,"' Q CERAMIC TILE ON CEMENTIOUS BACKER ``G,s °783r.s' ., �\� GYP. BD. /' 0 '.-- V \\ BOARD vv/12"x12" RECESSED NICHE a• ; �\ il w/STONE TRIM. PROVIDE SLAB STONE 1202 \\\ ;' \` THRESHOLD 4 JAMBS RAWN B : TCS O / ` ' \T _ = HECKED BY: `' N /' < FRAMELESS SHOWER / ' , t 1 ;' ENCLOSURE $ DOOR ,ATE8/17/12 / 1/2" = 1'-0" / t / ' \ n �`�:, < ,, �� / BATHROOM GAB I NETRY: ' PROVIDE PAINTED WOOD CABINETRY w/ 1 INSET FLAT PANEL DOORS $ DRAWERS. MUD RM. 4 PROVIDE I THK. SOLID GORE LAMINATE C200 ELEVATION ELEVATION * ELEVATION * ELEVATION COUNTERTOPS $ BAGKSPLASHES & BATH BATH 1^1A I NSCOT I NG: PROVIDE Y2 THK. STANDARD BEAD INTERIOR MOISTURE , RESISTANT "MRI" FIBERBOARD PER SPECS., w/I x2 TOP CAP vv/BEADED COVE #F-333, $ I xb BASE w/CAP #8453, ALL BACK PRIMED 4 PAINTED 0 BIDDING & PERMITS MED I G I NE GAS I NETS 14'-5/2" / CUSTOM WOOD MED. GAB. w/TYP. WOOD CASING. PROVIDE MIRRORED DOOR IN 02 ' " FRAME, (3) TEMPERED GLASS SHELVES li 3 3 -82 I'-6" r r 2%-0" LL1 r PAINTED W GYP. BD. \� ' I %// Film II >. Ii•o• . • 4 4 LL. a j us ir ,,,, KQ D m �/ .--(Ni6 = - z CI 0 '^ � zlII Il ll [ II ,ii � Z In -�' / 1- O ♦ ' Joinin \ I o v OMNI 2 V/Sa. I_ Q imin / 0 ILL1 C). , L. ma MAI g I . i, . 16 , V/ iii 24 ELEVATION 25 ELEVATIONr De ce ~ Cly Z BATH FLOOR: .... D a CERAMIC TILE FLOORING ON GONG. 0 D 2 id FL J■ G ' izATH SLAB, w/MARBLE THRESHOLDS $ TRIMS. TILE SELECTION BY OWNER / t J 372" SPRUNG GROWN 01111= Cn� 0 SCALE: 1/2"=1'-0" \ , W i De -,%.7.44! z \\ 14 IL° im N III 1 ti TOWEL BAR PURCHASED BY / 81-0" / OWNER, INSTALLED BY GG \ 3"-0" 1' , 4'-8y2" BATH WA I NSGOTI NG 11 PROVIDE ,I " THK. STANDARD BEAD INTERIOR MOISTURE C 3 16 RESISTANT "MRI" FIBERBOARD PER SPECS., w/I x2 TOP //' CAP IN/BEADED COVE #F-333, $ I x6 BASE w/CAP #8453, /' ALL BACK PRIMED $ PAINTED - / 06 z• �, NOTES: a• STONE SEAT ' I / o SEE PLUMBING, ELECTRIC, CERAMIC r' - -i �• o J• !ITCHED TO EDGE -N, TILE, AND INTERIOR FINISHES SECTIONS w �. IN SPECIFICATIONS OR MA ellELEVATION _ g/ F TERIALS $ * ELEVATION OTHER INFORMATION w• < N § h Q - - 2 w• N 5 p4 ,� • - TILE SHOIA1ER: I _ - BATHROOM GAB I NE TRY. a ~• d- CERAMIC TILE ON CEMENTIOUS BACKER cn v�• PROVIDE PAINTED WOOD CABINETRY w/ BOARD w/12"x12" RECESSED NICHE INSET FLAT PANEL DOORS DRAWERS. MED I G I NE GAS I NETS AIN/STONE TRIM. PROVIDE SLAB STONE FRAMELESS SHOWER THRESHOLD $ JAMBS ENCLOSURE 4 DOOR PROVIDE I" THK. SOLID CORE LAMINATE MED. CAB. PROVIDED BY OWNER. -7 COUNTERTOPS BAGKSPLASHES PROV i DE TYP. WOOD CASING. 41 :los OF NES, 28 N �'moi' � � g"r V - ,� �\ TER �GNcC- 30� , CO /' ��� 41. ,� Q Q '? PROJECT NO:1202 _ V U - / .\ I ;\\ /�: ,` N DRAWN BY• 0 r TCS _ / ‘`� CHECKED BY: In -- i — 1 , , () r .\\ /, ry SATE: 8117/12 T O O 000 000 �` / _ = e ,' \ / o SCALE: � [1\ / ' �, � f � •� �� \� / 112" = 1•-0";, �. --I �� i 1 0 � o � o �HEh 1 1 TTL : I'-6" o: '-" ifl , , HAMPER \ /:,, _ 2"-O" , 4'-O" 2'-O" , v �V - . �. L .I_ .I_ ' 2nd FLR. 8'-0" / * ELEVATION29 ELEVATION @ELEVATION2n IP, F ",' ,. HALL rg•;ATH BATHS mm— 0: SCALE: 1/2"=1'-0" 1 7 BIDDING & PERMITS y ir 31_Sy211 y 11-10" / n r.......___ BEADED COVE - BATH FLOOR: - --- --- -�'' \ WSTONE TILE FLOORING ON GONG. 10SLAB w/RADIANT HEAT, w/MARBLE \ -\ I THRESHOLDS 4 TRIMS. TILE _ SLOPING GYP. BD. SELECT)ON BY OWNER - \ Ny, SURFACE ::- ,11..4. 11 tr1 l;Co 0 M °II 0 § j ZI) ‘ t; il,"I C) 0 ! `\ ICAM \ ir m ®\ In - io j ` \N1 \\ 31 - ;x\ � � 4 7 by H \ I = iiff--11-11° I Id,A, , / Ai cti i ' ;' `IN / + 0 'NN\ ''''N‘ 0 \\\ 31 ELEVATION ELEVATION0 Ft 0Veru) 1 / MEDICINE GAB I NETS W v Q MED. CAB. PROVIDED BY OWNER. Et z FRAMELESS SHOWERif) STONE SEAT //AP -- �� _ PROVIDE TYP. MOOD CASING. PITCHED TO EDGE ENCLOSURE 4 DOOR W y u Illm \ 1111501 / / \ / \. 1,_811 41.-0) " TIL SHOW4=R: . . STONE TILE ON CEMENTIOUS BACKER 51_¢,V211 \5)/2" BOARD IN/12"x12" RECESSED NICHE / — # ` 1N/STONE TRIM. PROVIDE SLAB STONE \ THRESHOLD 4 JAMBS / PAINTED GYP. BD. / �' ( _ ,\\ R/i A STE - ; AT r NOTES: / SCALE: 1/2"=1'-0" SEE PLUMBING, ELECTRIC, CERAMIC _ ;/ \�`\ /' `\\\ _ v) Q• W TILE, AND INTERIOR FINISHES SECTIONS = y d� _ • IN SPECIFICATIONS FOR MATERIALS 4 — '\\\ /% ;p \',� A _A - J• ` ° o ,. 5 OTHER INFORMATION — �/ _ \\ o \` o ` i o e — w / 2w• " 51 ��J \ o I \ / \ o / - D I , \ :\\ ; HAMPER :\\ .' / . I—• v / / ; \ _. �. .i_ / — / V) CO• \, 1 _ I I I I 1' a - - ,' — 33 ELEVATION @ ELEVATION BATHROOM GAB I NETRY: PROVIDE PAINTED WOOD CABINETRY IN/ 71-5 " INSET FLAT PANEL DOORS $ DRAINERS. of NE S PROVIDE I" THK. SOLID CORE LAMINATE Ps G s o,I; COUNTERTOPS 4 BACKSPLASHES s° � 0 PROVIDE PLUMBE IP PANAit ( N I QST 018350- it) UND R 5 . )) imi . . . , i k, ‘ , ' ks1 W; El - - 1 - - .1202 4: ,c) k il — ---Vi -17- - ,. TCS CHECKED BY: ` FULL HEIGHT BEADED PANELING TO SATE. in 8/17/12 ELEVATION 36 ELEVATION MATCH BATHROOMS, ALL WALLSGALE: 3 5 1/2" = 1'-0" < LAUNDRY CABINETRY: \/ \/ PROVIDE FLUSH LAMINATE CABINETRY w/ MASTER OVERLAY FLAT DOORS 4 DRAWERS. BATH PROVIDE I( THK. SOLID CORE LAMINATE COUNTERTOP LA , i nii DRY37 ELEVATION 6Htt 1 NO: SCALE: 112"=1'-0" 1 8 BIDDING & PERMITS TOP OF ATTIC SUBFLOOR I!re , CEDAR ROOF SHINGLES ON Ix5 HOOD LATH c@)51 " O.G. PROVIDE SOLID 'N SHEATHING WITHIN 24" OF EAVE (TYP) . 12 II ‘ , IP 2x10 c�lb" ROOF RAFTERS 1A4/BATT,' INSULATION I4— I /� FRAMING ANCHORS 111\ PROVIDE STEEL F PER CODE, EACH RAFTER 4IP Op PROVIDE STEEL FRAMING ANCHORS ' PER CODE, EACH RAFTER — — TOP OF SECOND FLOOR PLATE AF 041 b._ ALIGN TOP OF FASCIA BETWEEN DORMERS 4 MAIN ROOF — V _ ♦ 11 \ 1x4 ON 1x8 FASCIA W 1*-4J'' X --iil rim \ _ J _ -v., ill 1x8 Ti G PVC SOFFIT w/ " CONTINUOUS 11 Fgj ('�" VENT w/SCREENING BEHIND � ,r V / Z PROVIDE LEAD COATED COPPER SILL 0 , 0 PAN 8 FLASHING INTO ROOF BELOW 2nd rLR. ► 1 ..... i i1- V � ....di STANDING SEAM L.G.G. ROOFING ON 30# BLDG. PAPER ON LOW PITCHED ROOF o 2nd ' . - . ��� PROVIDE SOLID BLOCKING UNDER PORCH ►� :in ► ROOF RAFTERS, w/STRAPPING ► 441, WOOD FLOORING ON BLDG. PAPER ON 11 5/4' PLYWOOD SUBFLR. ON TJI FRAMING ►� 0 ir IIS/e" TJI ® I6" FLOOR JOISTS �1' 12 W ►11111 11 W 11 IIIP-• — TOP OF SECOND FLOOR SUBFLOOR A le 1 12 s'N4WWWSsS4 ip ip w ip lip 4 4 14 14 i, 1 . - _ V ALUMINUM GU i i i=K ON 1x8 PVC FASCIA P-............_ < \ 1 2x4 ® 16" SUBFRAMING 11 1j 11 — t, 1 1x8 TSG PVC SOFFIT IN/Y2" ► / N 1 s I� ►• C4" STRUCTURE PVC GASPORCH GIRDER I NG w/FTLASHIN6ATED WD 1 CONTINUOUS VENT ENING BEHIND /4 THK. PL S A STIFFENER, BOTH SIDES WEB OF TJO'S AT BEARING POINTS (TYP.) 11 _ _ � � OVER TOP OF BEAM ►� - � Z � N. 10 - r ►1 Ix8 PVC FRIEZE BOARD w/ '/2" �. 2'-0„ PVC GROWN / / Yti - 4i ►� -' 2 •�,Qai Ix8 T4 E, PVC CENTER BEADED PORCH ► ~0°' CEILING w/GROWN MOULDING ON 11 w J • z w u. CONTINUOUS FRIEZE BOARD, PERIMETER � ='a z M w .c)'"ui I-0 ( CEDAR SINGLE SIDING ON 15# BLDG, o / / IrJ- 't ►1 PAPER ON %" PLYWD. SHEATHING ON w .`11=v s FLR. O i� I� O i�G < LOAD BEARING FIBERGLASS COLUMN 11 2x6 FRAMING w/ BATT INSULATIONQ F • U in w/HOLD DOWNS, TOP 4 BOTTOM. SEE SPECS. 1 I- V M • AI PROVIDE PROVIDE CONTINUOUS FLASHING FROM INSIDE OF POOR SILL TO EDGE OF SHELF IN FOUNDATION RANDOM BLUESTONE PAVING ON 4" ►1 %" STIFFENER, BOTH SIDES THK. REINFORCED CONC. SLAB, WOOD FLOORING ON BLDG. PAPER ON ►� ,..— THK. PLYWD. ��pF C. S4/NL:[;,. . k_' OF TJI'S AT BEARING POINTS (TYP) PITCHED TO EDGE. PROVIDE TREAD 5/4" PLYWOOD SUBFLR. ON TJI FRAMING ►� �.��s c. L:[,.°„� \I: . MATERIAL AT EDGES ► �� t. G`�< 1114" TJI ® Ib" FLOOR JOISTS � ,�. 4 N PROVIDE BLOCKING 4 SHEATHING TO '° ; , TOP OF FIRST FLOOR SUBFLOOR I -- _ 1 �� FLARE SHINGLES OVER 5TUGG0 � „ e-$3�_� �,c —I( . — 4 — PAGING ON FOUNDATION � � 1 f a Ix3s: • e +: ! <:.2::' ti y? �. ^z5a " 1 PROJECT NO: • ttor-. ~� P��• :.:v::{:<:. .•:.: ,: �: >:�:.>::�>:.�,. �.�:��. .,. • .,�• ..x.. :<„r .> ,. � BLUESTONE TREADS d 4-5 THK.• • . - ''�`••• 4 MI IIIPilliiii ,� IPIP �, 1202 ' • - . ' •"• '�• • �•• •• STONE PAGING ON RISERS. SEE M vow „;;:•:., i: :.:•.•ti 1`41• '..,:4-r�•r :r:`•� " • :; •: :'•' :: = ::•r=�`: r• r•• SPECS. FOR STONE SELECTION 4 4 !. •i•i❖• +.a:.: k,.. •t DRAWN BY: :;;•• '•;+t .i.•:, t,:. ... � NAIL PLYWOOD SHEATHING TO TREATED �+ ' ':• • ':�;.: 'y.;l::V-•�.'-•••�•�• ��� TCS ::"; :%•,''�''' . .'ii ~' „%. TOP FOUNDATION sI► (2)2x6 SILL PLATE — Wril '' .�.r t i.♦ • V. Vii_• �'i•Oi1,... • 1 CHECKED BY: �r11 • :. . \ • r j. •.,'••,.::::'AN -::.<<r, ..-:>:4:•.: ?......... 0) (2)#5 CONTINUOUS REBAR r • �;.' ' i� N�*�; �. '' ;*P.;' DATE: :y•1r. ' •••• PROVIDE HAUNCHED SLAB AT BOTH : .::.::�:.r ''`'• ;^:•:' ='!' +e*"•• STEEL BEAM PER BASEMENT PLAN '�_ .r=.1r' SIDES OF FOUNDATION WALL •• $ 8/17/12 (2)2x6 TREATED WOOD SILL i e. ,�~•'•t'.• '• .�. t'•-4'4. ::$ , r.•. .• •flr.., • I THK. GONG. STUCCO w/SMOOTH '.;•- if••. • .•,r 'i'� SCALE: r + -'*•.:1::••:.'? • s -' • FINISH ON FOUNDATION ABOVE GRADE 1 =1 41 "▪''� •' PROVIDE CONTINUOUS FLASHING •'' ' , "x12" GALV. ANCHOR BOLT ®32" O.G. •� " " • •s: w/3x3xgi(b" GALV. WASHER • .•' ,• + FROM INSIDE OF DOOR SILL TO •:• ;, `a�'= PROVIDE GONG. HAUNCH COUNTERSUNK 12" FROM EACH CORNER {''•� ' •' �; • EDGE OF SHELF IN FOUNDATION ' ' - SHEET TITLE: •'`''4. • w/(2)#5 BARS BETWEEN GONG. • ,•,..ti: ..:: • FOUNDATION EXTENSIONS E A CJ- E M E N"�` z • I 1!/ALL f;:(• ':�oc_�f, �; ,L• :. )�" EXPANSION JOINT w/SEAL ;; :R: � .'; SECTIONS •.C',r.' • ;. •'.••t:_�:',, !,•',:4. t'':'..( 10 THK. POURED CONC. FOUNDATION • ' t*::' ''" ' WALL w/#5 REBAR ® 24" ` • • 4" THK. CONC. SLAB w/bxb, 1O�(° ••;,:)••:1.1..•.�, HORIZONTALLY VERTICALLY. WELDED WIRE MESH •A•f• 'S,: '.!'•3 PROVIDE LIQUID APPLIED ;'=:*! 1.:: DAMPPROOF ING BELOW GRADE SHEET NO: Ifil 2 A 41, w,.•J.•,.•'w•f•••.•..ti• .,....:'•• .,'.•„t:t i.::(1•••S,:... . �•''•.i•':t^ J.. 'I. ••10.•.1..:6. :e ' •4."......•!•.•'' ,• . L.. EC1fO ! ,..: i '.. I••i • 'j• ••,•,!: •.•,.� •.}••!•. ••': ,• ♦ '•�'r:•••' •••• -.....••• •'j,. •• •• ~• TOP OF FOOTING A A .•ai'•,.••••.•,.•-•,..1.....••4 +. . .:••• ; 1:4:,4I-4.•:/a•: .t:: 1-11.**kl BEADED COVE #F-IOO j ,� �••' SPRUNG GROWN MOLDING '.Q W c BLOCK ZIOTYPICAL 2x4 or 6 WALL I w/GYP. BD. FINISHES iii Z I x6 CASING w/y2"I5EADED EDGE >5�5�»��>5» . ����5�>5»S�>� ���5>S�5>5»��S>��5�»>� Wm BACKBAND #5513 j W `� i xb FRIEZE BOARD °I.1.7.4 71 ., 0 3/4" THK. PLYWD. CABINET '� = (;) \ ,t: - Z O w/STAIN $ CLEAR FINISH �. 14" Y _ . \ 1 O ♦ V x4 CASING w/Y2"BEADED d- H Y2" THK. PLYWD. BACKING INNER EDGE V C/GR \ IC. o mind /4 MOULDING #8453 \ JAMB It TYPICAL STOP I— I– \ WOOD DOOR ,-\ Z Z x4 FACE FRAME w/y2" ao BEADED EDGES ;.„„<<<„,>,„„,<„,,<<,„„..., ,,„„„‹. , ,-, 0 . io 0 c /_,,,„ %, ›%5AA M4% *gT,. \ W , a N W � FLAN @ STILE w SCALE: 3" = 1' -0" - , TAI - HALL C • ErNICE vs SOLID WOOD COUNTERTOPSCALE: 3" = 1' -0" v w/B I SOU I T'D JOINTS, EASED FRONT EDGE, ON PLYWD. SUBSTRATE iKrj -I2• vttW � 8 , cl------ 4 ) ez - ) z c)1 . g z ..- � W• N 1N I x FACE FRAME w/BE APED G INNER EDGES a 1-. " I x BOXED BEAM w/DADO'D S/ / JOINTS N N• N I J 5" SPRUNG CROWN g 4/4" THK. ADJUSTABLE PLYWD. SHELF w/EDGE BANDING (TYP.) i / \ /j 4 \ P���FN� O i _ \ \ g� APs C�s y�G P\ V �\ \ ,, i-=, ! 1`zo 4 \ 4?,___ ,b):.;, INSET CABINET DOOR w/Ix I; ‘-'4s-N0 ROV ‘-'' ,r -v-v<t--, ) - - ----, <- -,4 l, ,: c. FRAME, s/8"THK. PLYWD. \ �c ��asso dJ — PANEL PANEL EDGE v — �,' Ze� � v \ PROJECT NO: �y MOLDING. HARDWARE » \ 1202 SELECTION BY OWNER � N. V. /////////// DRAWN BY: . TCS CHECKED BY: \ � DATE: 8/17/12 SEI ON @ EEA _ 000 S SCALE:3" = l'-O" > > » » > >»> SHEET TITLE: iiip> > pfr .6- � INTERIOR LIVING/KITCHEIV i: E ' IlfiS IxC SASE w/TOP GAP #I23 1,"s SCALE: 3" = 1' -0" DETAILS N O v •� SHEET NO: EASE GSE I \ET ST . Yr C ; BINET 2 0 SCALE: 3" = 1' -0" PERMITS & BIDDING 1 TW2446 1112446 W • 54" HOOD �_ \ FM. 73. >m MI 1 �' \ FLOOR \ ., .. \ 1 , L�1��� / 1 i f i \\ „..._ ; ,i \`. 1 �� 48" NGE �� I 1,i �\ ul. " / % a \ i...''a ... V tA 0 M 0 +--0 / ! O I 0 .....ai: 0-O\\ + \ T T I I I I I I - -� _ I I I I CD' % \�\ \`\ I T 1 I I 1 1 1 pow_ MAID'S RM. ; '� ► KITG�HEN L CD I 0 , oThi , ,GARAGE F. '- ` i i 111111 i 1 i / iEfP , , €7,,,,, i , , +___ _ . , r.1 it —Vi 1375I �,, r 171 1 \` �� \\ \\ I �\ I • L - ' UP 1 DI INC Rd'OM ,., ', `\ !' le / / / \` rr({ \ -1 F ; \; --L--4-1.ti � � { I I I I i i D cod Q Ce -�_ "� lit --------'' `\ I,,J �171G.1� Nei `r. // `.I \ \ i J \ , / V / / / ��� // � '�/ -- r --1_I_-_--- - - 1 r ;Al�. / I EL_------1-7- N3� .- - �'� / --I_--- l•.I -t' DOOR DOOR DOOR ---- - _- - AL OPENER OPENER OPENER / — -__-- \\ i i , -r r-' 'r-r-' I ' ' CO W'' 3 _ An / i i WINE I �, .% 1 i i / _\ � " r �� - 1 r _ice - '� �- �i `_--"''� Z 41j 11. � _i' 1 1 G I --i----J L J L J L__/ �� J L L__. _ ---J �� �J 10 0 ,� I $4, I ATO FLOOD Q // \ i 1 1 ---- LIGHTS V / ►l'4 lI L r:, _�' \ .� LIU 4 per/ / l•J ` GAJ -i� \ \ ►��� \ ...lg. �� '.'.r. i' - --- _ / _-- ,- - \ \ 111 \ �� % i ��' \ IX z 1 1 \ I. I \ 1 1 \\ \ In 1 1 __,„....tillilMIIIIMINIM / / EF-1:1 —E ) /1 r % N\ 0 \ 0 u j Z N 13- * .' i i i I ' \�` \ "0/ 1I c -__- , STUDY / \ \\ C-----' MEDIA ':J J `\ pendants- 'w // i � ROOM \\ / 1 1 I I \ _ / 1 / 1 ____i__J L \\\ J L--_ - ■ / \ •• ---- -- l. LIVING ROOM 1 I0 i r ; GO�/ERED 1 TERRACE ; ELECTRICAL LEGEND I) DUPLEX RECEPTACLE OUTLET SURFACE MOUNTED SPOT LIGHT I 4"j®® - J L ,!' J L--,;_ __ 11 /,� / • \ 1 ciP 220V RECEPTACLE OUTLET SWITCH ;•14 1 1 i i 1 r---- _I \\ o Z 0 QUADRAPLEX RECEPTACLE OUTLET DOOR SWITCH 1 1 1 SWITCH DIMMERr L. ' // `\ � Q �M• cn � HALF HOT RECEPTACLE OUTLET r, t_ / \ \\ \\ %e WATER PROOF RECEPTACLE OUTLET ® TELEPHONE / i �\ i ~ pendant - `\\ `\ J a L-- GROUND FAULT INTERRUPTOR OUTLET �© TELEVISION0 I 1 i i 0 WJ• z >.. 2: I3/5I SMOKE DETECTOR / \ ES HIGH HAT FIXTURE I r I ' / X r -\ I I r % I I I _ Z LL liew HIGH HAT FIXTURE LOW VOLTAGE SURFACE MOUNTED CEILING FAN ; I `� _ FLO SECOND J L J L1 ,&,14 0 _ , O� y� W• Q n 8 gel DIRECTIONAL HIGH HAT 1 . • \\ i' UNDER CABINET STRIP HALOGEN FIXTURE \\ `\ \ i I / Q !-• SURFACE MOUNTED CEILING FIXTURE �r STAIR HALL ` ' SURFACE MOUNTED WALL FIXTURE SURFACE MOUNTED LIGHTING TRACK S ► r ' EXTERIOR WALL MOUNTED FLOOD LIGHT \,, open above 1 L_____-E __ ,,. al,, ,. :; \ to V1• ® AUDIO SPEAKER EXHAUST FAN i' 1 _ _->'�'• 1 r-,r _ y_,- -__ - ,�' r_- ' `\\ '' t % r 1 \ \ I 1 tiii \\ \ \ 1 - \ 1 1 \ ; 1 ►vC` / \ P TOILET � ',:ti e 05� C fit „A, glii74,/,'N(t) • \ W i :. Ogi .. \ / /1 //- 0-0 - 19 ';'' ! T A. / 4O18350 V I uT _ % PROJECT NO: I -`•\ i ----%-Q 1 \\ ELEc Y No lc FixTu �Y` E LAy � IP ;- �.I ----'' 1202 1 -0 %I GUEST ftAWN BY: 1 \ -tA II 1 BEDROOM TCS I n i:23k� 1 I 1I 1 t� \ I I I \ . SCALE: 1/4” = 1' _0" ,; , ( ___-__- - -- . 2 II I --------a---- - - - ---- NOTES • 8/17112 II 1I 1 11 1 114" = 1' - 0" 11 I , EET TITLE: PROVIDE WALK-THRU 1N/OWNER, ARCHITECT, ELECTRICIAN, GC, FIRST FLR. TO DISCUSS FINAL FIXTURE LAYOUT. ARCHITECT WILL REVISE DIRECT VENT GAS DRAWING ACCORDINGLY, GG WILL PROVIDE COST ESTIMATE FIREPLACE REQUIRES OF CHANGES PRIOR TO INSTALLATION POWER. SEE SPECS. ELECTRIC MODIFY CEILING JOIST LAYOUT AS REQUIRED TO LOCATE PLAN LIGHT FIXTURES IN POSITIONS SHOWN. SHEET NO: 2 rii BIDDING & PERMITS / /- -� / \ / / `\ // `\ / \\ .' \ / `\ // \ / \\ // /' \\\ /' \ LA .iy.. A ► 1 W / / \----, dr-, ,-1... "1".""mr-.......... ... ....IIIIIIIIIIIIIIIIIIIIIIIIII..NMI=NIIIIIIIIIIIIIPIIIIIII..I..II .IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII / ` _ ../ _ ■ I I GIM 4f1 {� / T� -11 it 11 ,-- 1 , ['�Jt J \� 1 }' / ----TO SWITCH 1 1 1 �� i BELOW 1 I � I i r 1 Li W UNFINISHED � — � •� � \��� (I' \\\ 40, i• , ROOM �, 1 III 1 1 1 1\ = ` 0Cilli IO `y �// P I �� i I ASTER BEDROd►M I 1111;'1 , „ \\I 1Y `\ 1 \\ r r ----, 1 r r O O \ 1 \ I f`6WSA'f- I I ► f \ luorji 0., 0 i \ CII .....'" ''''s... ..... / Mill r. .------- ..... , A 1 \ . 1"''\ ESL , \ •t ■ \ ► 1 , Q _ ............ \\\ \\ I • _t I • \\ \ \ O 4 • \ , 1 ■ 1 r – UNFINISHED ROOM rm. cc \�`' --Ski .- ------'''-' \\�`.� `I I '' \ /-fir-- --- ; ► riMil • 1 ---1---�" , 1 ► O / . \ MA, / ,i, -. U.. 1 /, \\ / \ \ I I 0 -�, m 11, --► , I 0 \ ,' 1 I !N._ 11 4— -�- BALCONY W rf-\ II ' it t / I 1 I \\ ... I r \ INIMi in \\ ut,______\ J i 1 \l_7 it .„../?) , N \ / ; \ is i� % 1 / F.... \ 11 / . 410 .' \\\\\ /-'' '' \\_ _ ' 1' \ �'------- FAMILY � � /' ,' \\`\ - ----------- �/ 1 �'� �`� BEDROOM ,' ��\ /// ,r 1 _______ ,-\\ x \\`. `/ -- �� TO SWITCH AT __--------, i 11 \\\ \ I KITCHEN DOOR i::i / / 1 E \` `_-- I ® N `\ 1% . .N / \ f i _0 % / ELECTRICAL \ 0 LEGEND vvv --- .��� � � ____�` _ °� �' DUPLEX RECEPTACLE OUTLET SURFACE MOUNTED SPOT LIGHT \\\\ \\'\ i t, , 'IR_ BEDROOM !��// / . <• i 1 Q 22OV RECEPTACLE OUTLET SWITCH \\\ DN 1� '______ '-------'''" `..; i J • -P.1. QUADRAPLEX RECEPTACLE OUTLET DOOR SWITCH \\\ �� � 1 i\._ !,'.-� I /11 • %a 1 iJ o g HALF HOT RECEPTACLE OUTLET SWITCH DIMMER \\\ ` 1 / i i W -11° Z Cyr PH TELEPHONE \\\ r / i O % r - W• WATER PROOF RECEPTACLE OUTLET r., _' c4 8 Ca GROUND FAULT INTERRUPTOR OUTLET ® TELEVISION \ � - ___--- / a r.:1 5 SMOKE DETECTOR \\ _ PROVIDE j ,\ r:1CI W• �' .• HIGH HAT FIXTURE \\ r ELECTRIC LIFT I .' WJ'\ " / IVA v HIGH HAT FIXTURE LOW VOLTAGE SURFACE MOUNTED CEILING FAN \ ; FOR PENDANT = ,,' -----' `\\ � WI DIRECTIONAL HIGH HAT A 1 /• '� // Cl) N• f UNDER CABINET STRIP HALOGEN FIXTURE \ t \\ 1 % ' ` / + SURFACE MOUNTED CEILING FIXTURE �� \\ - \ `\ I /' \ SURFACE MOUNTED LIGHTING TRACK \ \ 1 / \ SURFACE MOUNTED WALL FIXTURE ..♦ \ L �z` \\ 1 i "♦ EXTERIOR WALL MOUNTED FLOOD LIGHT \ ® AUDIO SPEAKER MI EXHAUST FAN �\ i1 C \, i / - t 1 ,\ ❑ A ��, ,I, . n / \\\ ( __1 _ `. �� i - ' ifoxOFNES,Y.v \ 1:i*,,4`r c.:(i,S7/1 \ ' . '.1;,. \ \ / �-% a , , , ,..-,-____1.,,...i4 1 r.T \\ .. iO O1 ' tk" 0/8350 Gt0 1 _ Sc�--_------- \\\\ ,' GUEST BEDROOM ► REDARG� I 1 I I / / i ' -'"'' PROJECT NO: ,. LAYOUT , \ ,'' ... N. N. \` '��\ �\ 1202 %pLAN11 ., 1 \\\C. \\ RAWN BY: TCS sEc 0 m D FLo 0 R \ \ / \ .\ SCALE: 1/4" = 1' -O" r.A (0-1 -f \ uL/i 1 C t1► 'J ` LS % l�� \ 8/17/12 \ 3 \I \ 1 1/4" = 1' - 0" NOTES : _ \\\\ I ii 4—, 1 SHEET TITLE: \ 1 I ► PROVIDE WALK-THRU w/OWNER, ARGIIITECT, ELECTRICIAN, GO, \ r I SECONDFLR■ TO DISCUSS FINAL FIXTURE LAYOUT. ARCHITECT WILL REVISE `\\ ,/, \\\ r DRAWING ACCORDINGLY, GG WILL PROVIDE COST ESTIMATE / / ELECTRIC OF CHANGES PRIOR TO INSTALLATION , / / MODIFY CEILING JOIST LAYOUT AS REQUIRED TO LOCATE PLAN LIGHT FIXTURES IN POSITIONS SHOWN. \\ / - `---------- SHEET NO: BIDDING & PERMITS