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HomeMy WebLinkAbout40027-Z �g11¢PO Ar. Town of Southold 11/29/2016 o ate, g� P.O.Box 1179 0 53095 Main Rd oySouthold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38680 Date: 11/29/2016 THIS CERTIFIES that the building ALTERATION Location of Property: 65 Soundview Ave,Mattituck SCTM#: 473889 Sec/Block/Lot: 99.-3-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/13/2015 pursuant to which Building Permit No. 40027 dated 8/20/2015 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: alterations and additions, including decks and stoop, to an existing one family dwelling as applied for. The certificate is issued to Hall,Bamaby&Hall,Emma of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40027 10/26/2016 PLUMBERS CERTIFICATION DATED 10/28/2016 Brad Piecuch U e�, I a 0 6,hCed Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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#: 40027 Date: 8/20/2015 Permission is hereby granted to: Hall, Barnaby & Hall, Emma 65 Soundview Ave Mattituck, NY 11952 To: construct alterations to an existing single family dwelling as applied for. At premises located at: 65 Soundview Ave, Mattituck SCTM # 473889 Sec/Block/Lot# 99.-3-2 Pursuant to application dated 8/13/2015 and approved by the Building Inspector. To expire on 2/18/2017. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $760.00 CO -ALTERATION TO DWELLING $50.00 Total: $810.00 130164 Inspector 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 I% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy -New dwelling$50.00, Additions to dwelling$50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. .Temporary Certificate of Occupancy -Residential $15.00, Commercial $15.00 Date. 8 , ['5• New Construction: Old or Pre-existing Building: ✓ (check one) Location of Property: �j� SOVNbUL-C�UJ pNl✓ House No. Street Hamlet Owner or Owners of Property: �(hft& i itg-P-5!kO Suffolk County Tax Map No 1000, Section Block © 3 Lot D 2 Subdivision tj Filed Map. Lot: Permit No. kop Date of Perin it. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Ap ,!9ant Signature pF SO!/��,®l Town Hall Annex Telephone(631)765-1802 54375 Main Road cis Fax(631)765-9502 P.O.Box 1179 G roger.riche rttown.southoId.ny.us Southold,NY 11971-0959 • BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Hall (Schilling) Address: 65 Soundview Avenue City: Mattituck St: New York Zip: 11952 Building Permit#: 40027 Section: 99 Block: 3 Lot: 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: REP Electric License No: 46288-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 40 Ceiling Fixtures 16 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 9 Wall Fixtures 11 Smoke Detectors 4 Main Panel 200 A/C Condenser 1 Single Recpt Recessed Fixtures 26 CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt30A Emergency Fixtures Time Clocks Disconnect 200 Switches 37 Twist Lock Exit Fixtures TVSS Other Equipment: 2- Combination Smoke/CO Detectors, 2- Paddle Fans, 3- Exhaust Fans, 2- Electric Ovens, 1- 30A Electric Cook Top, 1- Towel Warmer, 1-GFCI Circuit Notes: Breaker, 3-ARC Fault Circuit Breakers. Inspector Signature: Date: October 26, 2016 0-81-Cert Electrical Compliance Form.xls j1pF SQ pU � Town Hall Annex Telephone(631)765-1802 54375 Main Road Pax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ��L � M BUILDING DEPARTMENT D TOWN OF SOUTHOLD OCT 2 8 2016 BUILDING DEPT. TOWN OF SOUTHOLD CERTIFICATION Date: I(3�Zc�LI Building Permit No. g60Z-7 Owner: $A;llin q (Please print) Plumber: 9rae1 P1 eCu[A (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (P umbers Signature) Sworn to before me this day of D b 20� a Notary Public, Sua County TRACEY L. DVVYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2Q(lb rsf s coUM'I,N TOWN OF SOUTHOLD BUILDING- DEPT. 765-1802- INSPECT 0'N , [ ] FOUNDATION 1,ST [ ROUGH PLUMBING [ ] FO ATION 2ND [ ] INSULATION [ FRAM1 G /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIO ION [ ] CAULKING REMARKS: � Z /, � z DATE - �i INSPECTOR rjf so cOUNiY,� TOWN OF SOUTHOLD BUILDING-- DEPT. 765-1802 INSPECT N , [ ] FOUNDATION IST [ ] OUCH PLUMBING [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [/FIREC,ESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) TRICAL (FINAL) CODE VI TION [ KING REMARKS: c DATE INSPECTOR - Of SO(/r�o� TOWN .OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ CODE VIOLATION [ ] CAULKING REMARKS: DATE �� INSPECTOR f� 7 zF So//T �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [XFINUAL PLEIG. [ ] FOUNDATION 2ND [ TION [ ] FRAMING / STRAPPING ( [ ] FIREPLACE & CHIMNEY ( ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: _@ QlAV gv,- Vol Set (Ae,,n, 6e�U&tA C ( -V OAA, -r-N 06'oyl A+Cq 4- Ati -rlD" - DATE D INSPECTOR pF SOUryolo coum, TOWN OF SOUTHOLD BUILDING DEPT.- 765-1802 EPT.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) REMARKS: DATE INSPECTORS . OF SOUIyo! � o ��y00UNT1,�� TOWN OVSOUTHOLD BUILDING DEPT. 765-1802 INSPECTION, [ ] FOUNDATION 1ST [XFINAL H PLBG. [ ] FOUNDATION 2ND [ ATION [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) - [ ] ELECTRICAL (FINAL) REMARKS: Q 6,J Plw-.s Dy/ P.,,xf c9ime, 1pbg ✓ d� bD&V*x,,f ova;, rnews.,.94[*n, DATE0 INSPECTOR mm almt . s a . , • r . r :. r_ 1 NAME - • . ON .0- NSAL 6 i 6M .Aim _ ---- -- Mitt •• M a a � WAV M. - 1 r rr 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 1197-1 f: 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502, ;{ w, Survey SoutholdTown.NorthFork.net PERMIT NO. 0 Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application C (I J r Flood Permit Examined 20 Single&Separate Storm-Water Assessment Form AUG 13 2015 Contact: y0,V l Ana Approved ,20 V Disapproved a/c i0''' W SOUTH30 Phone: Expiration / ,20 ! ` Building Inspector �.r APPLICATION FOR°BUILDING PERMIT Date 8 • , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. 4 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 of 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-wo'rk'authorized has not commenced within 12 months after the date of issuance`or has not been completed,withiff-18,months from such date: If no zoning amendments or otherrregulations 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. (Si7cok re of applicant or name,if a corporation) A- o LD N (Mailing address of applicant) ` tQ_ / State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 7 , Name of owner of premises C—�M/ylA �3 M L.LtNG (As on the tax roll or latest deed) - If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: Os ISD 0000 to&) 1�0& S o O-Rta,W, N House Number Street Hamlet County Tax Map No. 1000 Section l,''1`'::f'�a_z`t :Bl`ock: . ,_1%;:v '��'' Lot iW°%'9;.i•�W'i; 3 11i, V.) Subdivision N A— Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 61t6&LJv FA-M U.H ReY-S LD 45MG67 b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Nit- Number of dwelling units on each floor taA- If garage, number of cars 6. If business, commercial-or mixed occupancy, specify nature and extent of each type of use. Ute-- "7 'Dimensions-ofexisting structures, if any: Front 6OO -0 Rear. 00 �� Depth ��„N Height 2 -4 ?, " Number of Stories lX� c� tr Dimensions of same structure with alterations or additions: Front (p of•0 Rear I*PD�-0 Depth 2(oI-U"-(�53�-�p a Height 4VI LA,` Number of Stories L y2 INT. fLE+JO - ND CtVW&EDepth N'0 C�� -It 8. Dimensions of entire new construction: Front � . Rear . Height /ADD S_0" @:NW Number of Stories _- IR.Do fl-- 9. Size of lot: Front �•O Rear t�l • 2 Depth �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 13. Will lot be re-graded? YES NO Will excess fill be removed from premises?YES NO 14.Names of Owner of premises Address M DW 6 ST- M( Phone No. Of 1-7^ 3 (f(Z(" Name of Architect MAM. Address 1'1"1 DUAMF:E ST:tyPhone No 01'l— q,R2 i Name of Contractor$(L.L.&09,mA/,,/ Address FO 50K 144-1 Phone No. (031 AL MAOT'T ETUQr—01' 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ✓ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to,scale,,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property;is at 10 feet or below, must provide topographical data on survey. r 18:"Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFSuAGI K ) inan C (',t w br being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the A ( ontracto CAgentXorporate 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 ;_20)55 ACEY L. D ary Public NOTARY PUBLIC,STATE OF NEW YORK U9 nature of Applicant NO,01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30.2e]-8 Scott A. Russell. �°max STOIRLAAWA TIER SUPERVISOR a �� ��AG)E ENT SOUMOID TOWN HALL-P.0.Box W9 '06 53095 Main Road-sovnIoLn,NEW-YORK nm Town of Southold os ,� CATER 236 . STORMWATER IAANAGEMNT WORK SBEET (To BE COMPLETED BY THE APPLICANT) E DOES TM 039= INVOLVE. Alm.�OF_TM � Yes Ata.THAT APPt.Y1 � ies NO i A. Clearing, grubbing, grading or stripping of land which affects more s i j than 5,000 square feet of ground surface. B. Excavation or filling involving more than 200 cubic yards'of material i within any parcel or any contiguous area. P1 C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. 12 ER A Site preparation within 100 feet of wetlands, beach, bluff or coastal i erosion hazard area. E. Site preparation within the one­hundred-�ear floodplain as depicted on FIRM Map of any watercourse. i F. Installation of new-or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious "surfaces. • V y"answered"to all of the questions above,SWP1 Complete the Applicant section blow with pour Name, sip due,o ntact Information,Date'&County Tax Mag Numberl Chapter 2ss don not apply to your PrOJeet. U ran aunre ped YES to one or more of the abm%please submit Two copies of a Stormwater!Management Control Plan and a completed Cheek Last!term to the BufldingantwitFtrnr Building Permit Application. i arwrl r 1000 DaW �„y owaw,De9prwd 1.Asp,COMM-11.o8ud St"T.11� 0- t IiAWA a� _(23o v 8 •t 3. rs" 3l--2��r"gc 2Qc f FOR BUILDING DEPARTi ENT USE ONLY Contact worm tbft TV" L Reviewed By: p� I� ..... _ - - - - - _. ,.- - - _ - - - - - - Date; Q'/3—U Property Address/Location of Construction Work: — — — -- — -- -- — -- — — — — — — — — �,� V V Approved for anagemen Building Permit. 5tormwater Management_Controt Pian Not Required. Stormwater Management Control Plan is Required! --a— Ej (Forward to Engineering Department for Review) FORM ' SMCP-TOSMAY 2014 ��osu��ocx�o Town Hall•Annex �� G¢ Telephone(631-1802 54375 Main Roado '= Fax(631)734-9502 P.O. Box 1179 co Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION.ORTRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD-CONSTRUCTION AIVD/.OR TIMBER CONSTRUCTION Date: Owner:- L1Ltf3 G- Lel : ; 'KE5s-Lb ti�CE ; Location of Property: � o rjhp rV' eW. %�t/U Please take notice that the (check applicable line): r� New residential structure �r Addition to existing residential structure ✓ Rehabilitation to an existing residential structure ; to be constructed or performed at the'subject-pfd0erty,referd ice above will Litilize (check applicable line): ✓ Truss type construction (TT) Pre-engineered wood,construction PVI/ 9� _ ( )'- _ %/'*' Timber construction (TC) in the following location(s) (check applicable line): _ • N TC- Floor framing, including:girders and beams (F) T� TM§5 Roof framing (R) . : '[ TZO55 Floor and roof framing (FR) Signature: Name (persons .-muting this foC Aym Capacity(check applicable line): Owner e� Owner representative TrussResReg15.docx Effective 1/1/2015 6" DIAMETER REFLECTIVE RED ROfvlAN ALPHANUMERIC - 'PANTONE f -DESIGNATION OF CONSTRUCTION (PMS)#1'87 r ;F ,,� •.P TYPE BASF Dt.ON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE 2" MIN. - REFLECTIVE WHITE 4 - r. 1/2" STROKE ._ . _._..__.___�_.__;___..... .... ..'-pESFG�PYAfiiCit�l�OFt'-S'[`f'�t9CTtiR'AL •- - --_._..._ __..._._---. . .----•:-: ;_•------ --- QOMPONEV•CSJHAT,ARE OF TRUSS CONSTRUCTION "F" FLOOR FRAMING,INCLUDING GIRDERS AND BEAMS,, " "R" ROOF'FRAMING: "FR" FLOOR AT46)3d6F FRAMING JANM IMTH 19 WERR PART.12654l e- ti, MrMSME CODES DIV-I5ION .�---•. EX VSLC TRUSS 'DENflFIWC SIGN DATE U08/2005 NEW YORK STATE DEPARTMENT OF STATE DIVISION OF CODE EN F'O'RCEM ENT AND ADMINISTRATION ip EPhl2T}.ZENt•.0 F%STt�• i - OF SO�j�o Town Hall Annex Telephone(631)765-1802 54375 Main Road pax P.O.Box 1179 G Q rwer.richerd? l S tJt95,75 ny us i Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: - � �� � C— Date: Company Name: Name: License No.: Address: ® A0X 1225— ]Phone No.: 3 62 JOBSITE INFORMATION: (*Indicates required information) *Name: � I� c-w hI Ha *Address: *Cross Street- /'6k *Phone No.: 6 Permit No.: -G02_ 7 f Tax-Map District: r Section: Block: Lot: _ *BRIEF DESCRIPTION OF'/O4(Please Print Clearly) 1 U' 6, �� 2-e_c hg:c Lie (Please Circle All That Apply) *Is job ready for inspection: YES/ NO Rough In Final *Do you need a Temp Certificate: YES/ NO Temp Information-(if needed) I *Service Size: 1 Phase Whase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhea �q Additional Information: PAYMENT DUE WITH APPUCATION G 82-Request for Inspection Form f-. z' OPERTY RECORD CARD TOWN OF SOUTHOLD Pit OWNER STREET VILi-AGE DISTRACT SUB, LOT A?� FOR&;,ER O fNERt* N , / E / ACREAGE V �✓ CJ •-¢R. TYPE OF BUILDING RES. �,�Vo SEAS. VL. u' l FARM � COWI 1ND. I CB. I M1SC. LAND [VIP. TOTAL � DATE REMARKS 99' h bo I f'1 tirk � s - J G fi fl �f 4f; ('i / / Z / 00 s//a/: eF' f 4 l fU r l lJ •' V $TlL �� CONDIT! -�... 7"t "'. •^t ' t 7rf- 7o Tl•6.I -" 1010. t 0( o � t�EE1� NORhiiAL �' BELOW �ABOEFay Acre Value Per Acre Tilloble 1 4 - Tillable 2 I Tillable 3 Wcodland Swampiand Brushland l House Plot Tool I .I �4 77 l I i l I i Bath I I I Foundation i c fS I ; M. Bldg. I :.t' 3Q Pi 0 I _ Basement !. y I Floors ,{ Extension i ti �, 3 O p u p I �� 'J o Ext. MallsInterior Finish ��`, Extension 1 y_ a o o?b O a %a/ 3 3�' 1 l ry v D f- i t Fire Place I Heat E L L' Extension �, V ,2 r f Parch I i Attic i I ! Parch 1 Rooms 1 st Floor Polio I Booms 2nd Floor Breezeway I ' i {,Z G Driveway Garage f.d Y -�T = Y�� r • °� _ o. B. = ! F ph 4: 16 4C I Y dil r ti ! i PA 1 r i , r ' + PL 3. ■ s� i s ... .■ . r ' � w i r Yt T ` lug opN� + 4 it IL p •f � L F � f r y t_ f � - I�1 ` Lf •°1Z„i �.:.. i � r � ,rte' ,.�,.._ ti r' 46 v l I • „ j sit " ! .; ow 0 IA % NDV-10-2016 16:53 From: 6319241096 To:16317651769 page:1"1 PROFORMA INVOICE DELIVERY RECEIPT "' 170539 110/28/201.1 6 CAMILLE a NEW EN 77 "T\MNPANE up'17,1 Customer ckup - �­-­­­ ` THE (;,- LASSSOU RCE 50197 -;"A SOLD TO. SHIP TO: New England Barns, Inc. New England Barns, Inc. 4860 Sound Avenue 4850 Sound Avenue MATTITUCK, NY 11952 MATTITUCK, NY 11952 Phone: (631) 445-1461 Fox. (631) 765-1769 Lt 'J'A' -Fe�; '211 5� i.-T • �5 iii-*o ii, "T "r`,TQT K', 1 2 316T 16 1/2 3/16" CLEAR TEMPERED 11 51 114" 49 40- 2 1 316T 64 1/4" 52 1/4 94.05 3/16" CLFAR rEMPERED 3 1 316T 17) 2 29 112" 15 00 3/16" Cl EAR iEMPERFO LM D NOV 10 2016 BUIMINGURPT. TOWN OF SOETMOLD NOW llilS, PCs: 4 SUBTOTAL 158.45 LBS: 39 Tax 14.69 TERMS; COD SURCHARGE 11.88 RECEIVED BY: TOTAL 185.02 DATE: pdqe T of 1 N soon SURVEY OF PROPERTY G \S NQ MATTITUCK LP TOWN OF SOUTHOLD pN ok SUFFOLK COUNTY, N.Y. 1000-99-09-02 � a w,A. SCAL& 11=30' O070M 27, 2014 V; „ to OF N MON. Z DEW. FND. Dm soM Lamm IMT O ?r � O a� Z Z Tl Z 02 � - - _ Gr— - - - v - -- 2- - - - p-� 6'T F cfl FR,H T 1w r loon aP°a'E Air sv- \ o� MON. Y\ FND. POLE \ CIS N. X44 VIELL balm CERTIFIED TO' 0 .yC00 VAULT BARNABY HALL EMMA HALL c �1 CLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY i' Ns$ AREA - 5030. FT. G o TO AE UNE y , l l UC NO. 49618 ANY ALVERA720 OR WE NEW 1a TMS SEE M IS A NLA.. G CONIC SU R$ P.r- OF SECIfON 72O9OF WE NEW YCWIf STATE EDLCAflON CAW. DZEPT AS PER SECROW 7209—SUBDIUMON 2 ALL OER17RCA17ONS � � (631) 765-5020 FAX(631) 765-1797 MMEON,ARE VALID FOR VMS MAP AND CARES VNEMF ONLY IF P.O. BOX 909 SAN MAP OR COPIES BEAR 7NE IMPRESSED SEAL OF RIE SURHEHM 1230 7RAVMLER STREET W SE gaNAnW APPEARS HEREON. SOUTHOLD. N.Y. 11971 14 107 SHILLING /HALL RESIDENCE CS 0!7: 65 SOUNDVIEW AVENUE 17rl 111 r". i,7�N ED Nit TOIA"N CCDES MATTITUCK N .Y. :74�,- ' REOUIRE:P, AN7, CONDITIVONS OF L� P-4�4 12-i), AS DATIE' 7TT FE )3�1 _- By, 7�)IEJ 7 ------------ t, rk EXISTING: SINGLE FAMILY RESIDENCE AT NOTI, I"I k ...... '0' _'F) -99-03-02 SCTM# 1000 1 F& 1 DA T 10 N' ZONE R-80 1 . 104 ACRES 1 - FRAWIG, PIL IjMIDING PROPOSED: 3. INISULATION 4. FNAL - COt,!(7RIJCT!0I`I UUST RELOCATE & REMOVE INTERIOR PARTITIONS. PE liPi��,NCY OR F L �11 RENOVATE 2 EXIST. BATHROOMS. ADD NEW Cc'!,F'LF_TF­ FOR C.O.C-0, ALL CO1,ISTR1,j0TIO',,I1 SHALL 11,117ET THE %IFUL 'C" � USE IS UNLA� RE-c�!JIF,,t_V,FN,ITS OF THE CODES OF NE W- BATHROOM. RENOVATE KITCHEN. REDESIGN YOR-K STATE. tl'OT RE,9FONSIBLE FOR krv!ITI`10UT CERTIRW E FRONT ENTRY. REMOVE EXIST. FIREPLACE DE(G'IGtd Or; CONSTRUCTION ERRORS. OF- 01-2UPANCY ADD NEW FIREPLACE. CONVERT EXIST. 2 CAR z;_$, f_GT_r1C11%L GARAGE TO HABITABLE SPACE. REPLACE EXIST. WINDOWS. ADD WINDOWS & DOORS. EXPAND TRUSS PLACARDING REQUIRED EXIST. DECK, REMOVE & REPLACE PART OF ROOF. EXISTING PROPOSED PLUMBER CERTIFICATION ON LEAD CONTENT BEF1ST FL. 1835 SQ.FT. 2428 SQ.FT. ORE CERTIFICATE OF OCCUPANCY -V ELECTRIC SYMBOLS SYMBOLS WINDOW SCHEDULE DOOR SCHEDULE 2ND FL. NA NA WATER u !�T-FtD, : ATTIC SOLDER USED IN L i,�4 G NA NA EXIST. WALL NOTES SYSTEM CANNOT TES-W!G LEFC_,= RECESSED CEIL. FIX. LOCATION/UNIT R.O. NOTES LOCATION/UNIT R.O. CELLAR 1835 SQ.FT. 1835 SQ.FT. SUPPLY Dt DOOR OPER. SWITCH DEMO. WALL LIV. RM. SOUTH WALL 3'-0" X 5'-0" NEW HEADER LIV. RM. NORTH WALL 1 V-9-3/4" X NEW HEADER EXCEED 2110 OF 1% LEAL). E __ __ 1 0 AND. SERIES 1 3050 CASEMENT(3) AND. 200 SERIES NLGD 120611-4 6'-1 1" GARAGE 532 SQ.FT. 0 REC. FAN & LIGHT NEW WALLBEDRM. #4 Y-O" X 4'-0" EXIST. HEADER LIV. RM. WEST WALL 31-2-3/4" X [�) AND. SERIES 1 3040 CASEMENT AND. 200 SERIES NLGD 33611S 6'-1 1" NEW HEADER DECK 202 SQ.FT. 430 SQ.FT. RETAIN STOR'll WPT1 ER RUi'01-1 SWITCH ADD INSUL. @ VvJALL SBATH, #3 EAST WALL BAY UNIT(2) 1'-10" X 5'-0" NEW HEADER DIN. RM. NORTH WALL 6'-0 X 6'-1 1" NEW HEADER ARCHITECT: PETER HARKEN AIA LEED AP AND. SERIES 1 CUSTOM CASEMENT AND. 200 SERIES NLGD 60611L FUF�SUANIT TO CHAPTER 236 WALL SCONCE WALL TYPE @ BEDRM. #1,BEDRM. #2 WEST WALL 2'-6" X 5'-0" EXIST. HEADER ENTRY SOUTH WALL 6'-0 X 6'-1 1" NEW HEADER MARREN AND NEWMAN ARCHITECTS AND. SERIES 1 2650 CASEMENT 36" X 84" SOLID DOOR W/LITES 177 DUANE STREET NY NY 10013 OF THE TOW,,' CODE. GROUND FAULT OUTLET DOOR NUMBER BATH. #1 EAST WALL 2'-0" X 3'-0" EXIST. HEADER KITCHEN & BEDRM #4NORTH WALL 6'-0 X 6'-11" EXIST. HEADER 917-992-5369 GF1 le� AND. SERIES 1 2030 CASEMENT CELLAR NORTH WALL =@M BEDRM. #3 EAST WALL '- " '- " BEDRM # 3 SOUTH WALL CONTRACTOR: NEW ENGLAND BARNS AND FINE HOMES SWITCH OPER. DUPLEX WINDOW TYPE 19) 26X 36EXIST. HEADER AND. SERIES 1 2636 CASEMENT AND. 200 SERIES ISPID 6061 1PALR PO BOX 1447 UNDER CAB. FIXTURE MILL WORK NUN�BER CELLAR EAST WALL (2) 3'-0" X 4'-0" ALLOW FOR 1-3/4"X84" SOLID CORE FLUSH W/ 22.5" X 84" FIXED PULL@HEADEF MATTITUCK NY 11952 0 AND. SERIES 200 DH3040 MASONRY OPENING RIXON #117 PIVOT HINGES 22.5" X 84" 631-445-1461 APPLIANCE OUTLET FLOOR FINISH HUMBER BATH. #3 EAST WALL BAY UNIT DIM.@SITE 1-3/4"X84" SOLID CORE FLUSH W/ 30" X 84" LATCH SET 0 AND. SERIES 1 FIXED PICTURE UNIT BUTT HINGES HARDWARE SURVEYOR: NATHAN TAFT CORWIN III QUAD OUTLET FLOOR FINISH HUMBER 08 1-3/4"X84.1 SOLID CORE FLUSH W/ 21.5" X 84" IXED PULLIPHEADER 1586 MAIN RD. RIXON #117 PIVOT HINGES 21.5" X 84" JAMESPORT NY 11947 BEDRM,#4,BATH.#3, BED. #1. 631-727-2090 SMOKE DETECTOR APPLIANCE NUMBER BATH#1,BED.#3,BATH #2,BED.#2, " X 84" LATCHSET 30 1-3/4"X84" SOLID CORE FLUSH W/ HARDWARE DRAFTING/PERMITS: press START CO2 DETECTOR OO PLUMBING FIXTURE BUTT HINGES PO BOX 49 CEIL. FIX. SECTION MARK 1-3/4"X84" SOLID CORE FLUSH W/ 25" X 84" FIXED PULLIPHEADER SOUTHOLD NY 11971 RIXON #117 PIVOT HINGES 25" X 84" 631-294-4241 EXTERIOR ELEWATIONBEDRM. #2 SOUTH WALL I U'-0" X 6'-1 1H EXIST. HEADER ENGINEER: JAMES J. DEERKOSKI P.E. AND. SERIES 200 ISIDD 31611S X 21 ELEVATION MARK >> 1-3/4"X84" X84" SOLID CORE FLUSH W/ 24" X 84" ::IXED PULLIPHEADER 260 DEER DRIVE RIXON #117 PIVOT HINGES 24" X 84" MATTITUCK NY 11952 O 1-3/4"X84" SOLID CORE FLUSH W/ X 6' LATCH SET 631-774-7355 INTERIOR ELEVATION 3'-0" BUTT HINGES -8 HARDWARE 1-3/4"X84" SOLID CORE FLUSH W1 2-25"X84" FIXED PULLIPHEADEF RIXON #117 PIVOT HINGES DESIGN CRITERIA: 1-3/4"X84" SOLID CORE FLUSH 30" X 84" EDGE PULL POCKET DOOR PRESCRIPTIVE AS PER NYS RESIDENTIAL CONSTRUCTION CODE AND AF&PA WOOD FRAME CONSTRUCTION MANUAL FOR 1 & 2 FAMILY DWELLINGS FIXTURE SCHEDULE FINISH SCHEDULE FINISH SCHEDULE FINISH SCHEDULE FINISH SCHEDULE DESIGN LOAD CALCULATIONS (LIVE LOADS PSF) EXTERIOR BALCONIES 60 NOTE: PLUMBING FIXTURES TO BE PROVIDED BY OWNER DECKS 40 LOCATION NOTES ' OCATION NOTES LOCATION NOTES LOCATION NOTES LOCATION -NOTES ATTICS W/O STORAGE 10 HALLWAY BEDROOM #2 1/2" GWB @ WALLS BEDROOM #4 112" GWB @ CEILING LIVING ROOM NEW HARDV,OOD FLOOR ATTICS W/ STORAGE 20 BATHROOM #3 LAV. IN VANITY TO BE SPEC. OI 013EXIST. HARDWOOD FLOOR TO BE RE-FINISHED PRIMER & PAINT TO BE SPEC. PRIMER & PAINT TO BE SPEC. -01 001 TO BE SPEC. ROOF (GROUND SNOW LOAD) 20 006 F-13 LIVING ROOM 112" GWB @ WALLS ROOMS ( OTHER THAN SLEEPING) 40 BEDROOM #3 BEDROOM #4 112" GWB @ WALLS 0 BATHROOM #3 LAV. IN VANITY TO BE SPEC. HALLWAY 1/2" GWB @ CEILING EXIST. HARDWOOD FLOOR TO BE RE-F kIISHED PRIMER & PAINT TO BE SPEC. PRIMER & PAINT TO BE SPEC. to?) PRIMER & PAINT TO BE SPEC. cE�Dl M - <&- M 112" GWB @ CEILING ROOMS (SLEEPING) 30 <� BEDROOM #4 EXIST. HARDWOOD FLOOR TO BE RE-FINISHED LIVING ROOM STAIRS 40 BATHROOM #3 FREE STANDING TUB TO BE SPEC. HALLWAY 112" GWB @ WALLS BEDROOM #3 112" GWB @ CEILING PRIMER & PA�NT TO BE SPEC. 006 18 - FO-1-31 PRIMER & PAINT TO BE SPEC. M PRIMER & PAINT TO BE SPEC. M M GUARDRAILS 200 BEDROOM #3 112" GWB @ WALLS BATHROOM #3 BATHROOM #3 TOILET TO BE SPEC. 12 M PRIMER & PAINT TO BE SPEC. go 05 CONIC. FL. TO BE SPEC. 006 BATHROOM #2 c� BATHROOM #3 DINING Room NEW HARDWC )D FLOOR SHOWER FLOOR FIN.TO BE SPEC. BATHROOM #3 SHOWER FITTINGS TO BE SPEC. 010 FLOOR FIN.TO BE SPEC. TO BE SPEC. MAY 4, 2015 006 BATHROOM #-7-- DINING ROOM 112" GWB @ CEILING 01 BATHROOM #2 LAV. IN TO BE SPEC. SHOWER FLOOR FIN.TO BE SPEC. 0 BATHROOM #3 CEIL. FIN. TO BE SPEC. C� M PRIMER & PAINT TO BE SPEC. JUNE 6, 2015 010 Q�-' 1 M - I FO-076 KITCHEN BATHROOM #2 112" GWB @ CEILING BATHROOM #3 CL. FINISH WOOD VANITY, WALL HUNG BASE NEW HARDWOOD FLOOR BATHROOM #2 TOILET TO BE SPEC. M PRIMER & PAINT TO BE SPEC. M STONE COUNTERTOP, MIRROR ABOVE TO BE SPEC. JULY 15, 2015 010 BATHROOM #2 PAINTED WOOD VANITY. WALL HUNG BASE BATHROOM #3 112" MR GWB @ WALLS KITCHEN 112" GWB @ CEILING BATHROOM #2 SHOWER FITTINGS TO BE SPEC. M CORIAN COUNTERTOP, MIRROR ABOVE M PRIMER & PAINT TO BE SPEC. =03 PRIMER & PAINT TO BE SPEC. JULY 17, 2015 M BATHROOM #2 112" MR GWB @ WALLS MIRROR TO BE SPEC. BATHROOM #3 112" MR GWB @ WALLS MIRROR TO BE SPEC. KITCHEN 112" GWB @ WALLS AUG 5, 2015 012 1 BATHROOM #1 6'-0" BUILT-IN TUB TO BE SPEC. 0_ M PRIMER & PAINT TO BE SPEC. M PRIMER & PAINT TO BE SPEC. M PRIMER & PAINT TO BE SPEC. BATHROOM #2 1/2" CEMENT BACKER BOARD @ WALLS BATHROOM #3 112" MR GWB @ WALLS KITCHEN GWB @ WALLS PAINT TO BE SPEC. 01 1 BATHROOM #1 TOILET TO BE SPEC. SHOWER TILE TO BE SPEC. <0>8 - 006 PRIMER & PAINT TO BE SPEC. M BACKSPLASHTO BE SPEC. A 1, M_ - BATHROOM #2 112" MR GWB @ WALLS BATHROOM #3 112" CEMENT BACKER BOARD @ WALLS KITCHEN CLEAR FINISH WOOD - NOT FRAMED WALLS BATHROOM #1 LAV. IN VANITY TO BE SPEC. M PRIMER & PAINT TO BE SPEC. 09 M SHOWER TILE TO BE SPEC. M 81 M _ BATHROOM #1 FLOOR FIN.TO BE SPEC. BEDROOM #11 KITCHEN 36"X96" ISLAND, CIL. FINISH WOOD, CL. FINISH 00 KITCHEN SINK IN ISLAND TO BE SPEC. EXIST. HARDWOOD FLOOR TO BE RE-FINISHED MW-02 WOOD, S.S. COUNTERTOP W/ INTEGRAL SINK BATHROOM #1 112" GWB @ CEILING BEDROOM #1 112" GWB @ CEILING KITCHEN CL. FINISH WOOD CABS. W/ S.S. COUNTERTOP C-08 012 PRIMER & PAINT TO BE SPEC. M PRIMER & PAINT TO BE SPEC. 03 M MW-05 D BEDROOM #1 BOOKCASE - T.B.D. FOYER NEW HARDWOOD FLOOR 007 M TO BE SPEC. BATHROOM #1 PAINTED WOOD VANITY. WALL HUNG BA,,SEBEDROOM #1 112" GWB @ WALLS C 01 FOYER 112" GWB @ CEILING M CORIAN COUNTERTOP, MIRROR ABOVE 10 M PRIMER & PAINT TO BE SPEC. M PRIMER & PAINT TO BE SPEC. BATHROOM -W-1- 112" MR GWB @ WALLS BEDROOM #2EXIST. HARDWOOD FLOOR TO BE RE-FINISHED 04 FOYER 112" GWB @ WALLS 16 M PRIMER & PAINT TO BE SPEC. M i M PRIMER & PAINT TO BE SPEC. 0BATHROOM #1 112" MR GWB @ WALLS MIRROR TO BE - SPEC. C05 BEDROOM #2 112" GWB @ CEILING - PRIMER & PAINT TO BE SPEC. PRIMER & PAINT TO BE SPEC. I I A-001 GENERAL NOTES ABBREVIATIONS PLUMBING RISER DIAGRAM NAILING/FASTENER SCHEDULE CONSTRUCTION NOTES GENERAL NOTES D- 101 DEMOLITION PLAN ADJ ADJACENT MIN. MINIMUM 1. All footings shall rest on undisturbed soil ata minimum of 36" below fin. grade. 1. All work shall conform to the requirements of the Residental Code of New York A- 101 FLOOR PLAN ALUM. ALUMINIUM MR MOISTURE RESISTANT PROVIDE MSTA30 OR EQUAL 2. Poured concrete shall have a minimum psi of 2800 at 28 days unless noted. State, County and Town Department Regulations, Utility Company requirements and A- 102 FOUNDATION PLAN MW MILLWORK METAL STRAPS OVER R I DGE best trade practises. APPD. APPROVED NIC NOT IN CONTRACT To PROOF RAFTERS @ 16" OC 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz. 2. Before commencing work the Contractor shall file all documents required by the S- 101 STRUCTURAL PLAN TYP. NOT APPLICABLE IF BRD. BOARD OC ON CENTER COLLAR TIES ARE PRESENT copper termite sheild. Building Department, pay all fees required by local agencies and obtain all required BIRK. BRICK CIS OUT SWING IFH 11`�, 1. 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance permits. A-201 EXTERIOR ELEVATIONS BOT. BOTTOM OPG. OPENING 8D COMMON (a) 6" OC @ 4-0' PERIMETER ZOIIE with the New York State Building Code and manufacturers specifications. 3. The Contractor shall visit the site and verify all dimensions and the existing A-202 EXTERIOR ELEVATIONS 8D COMMON @ 12" OC @ PANEL FIELD CL CENTER LINE PL. PLATE 3-TTHR-OF 8D COMMON N, GABLE ENDWALL RAKE 5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed conditions affecting the work prior to construction. Any discrepancies which would A-301 SECTIONS CLG CEILING PLUMB. PLUMBING REFER TO TABLE 3.8 WFCM - SB�� on by an engineer and certificates shall be issued statin same. interfere with the satisfactory completetion of the work described herein shall be COL. COLUMN PLYWD. PLYWOOD Ue. Unless otherwise noted all framing and structural woodcomponents shall be reported to the architect or property owner. Do not start work until such conditions CONC. CONCRETE 3 VENT FU­ #2 or better Douglas Fir. PT. PRESSURE TREATED V-1111-T­1 TYP PROVIDE 10D COMMOU NA3 7. All framing techniques and methods shall be as prescriptive design based on have been examined and a course of action mutually agreed upon. Failure to notify CONT CONTINUOUS PINT. PAINTED �3-nWIT THRU RWF EACH END OF COLLAR TIES T M) the owner or architect of unsatisfactory conditions will be construed as an acceptance CT. CERAMIC TILE PVC POLY VINYL CHLORIDE M-11-11T FLASH TYP 112" PLYWD SHEATHING AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFC PROVIDE SIMPSON H2 / H10 OR 6D COMMON 61 3" OC EDGE of the conditions to properly perform the required work. DEMO. DEMOLISH EOUIVATENT HURRICANE TIES or as specified in R301.2.1.1 RCP REFLECTED CEIL. PLAN TO SECURE ROOF RAFTER 6D COMMON 6" OC FIELD 4. All work is to conform to the drawings and specifications of the architect and DIA. DIAMETER REQ. REQUIRED PLATE ADD WALL FRAME 8. All building envelope components shall comply with Chapter 6 of the Energy ERAL NOTES DR. DOOR Conservation Code of the State of New York. engineer consultants. F Z 9. Fireblocking shall be provided in all wood framed construction in accordance 5. The Contractor is to maintain a complete and up to date set of plans on the RM. ROOM BATHRJOI,1 # I BAT PROVIDE SIMPSON LPT4 o DWG. DRAWING KITCHEN BA11ROOM # 3 HROIDM # 2 OR job site at all times SCALE c, R.O. ROUGH OPENING EQUIVALEtJT TO TIE T Rug BOARD with NYS Code R 602.8 to form an effective fire barrier between stories and EA. EACH Sim. SIMILAR TO DOUBLE PLATE YR. 6. The drawings are not to be scaled under any circumstances. ELEC. ELECTRICAL SPEC. SPECIFIED between the top story and roof space. 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures SEAL: VA ITY DRAWING # 17! PROVIDE MET' 0 F T,, CC LE Jiv V1`1T1 ELEV. ELEVATION STEEL 10. Protective panels shall be provided for glazed openings in accordance with ' storage and toilet facilities,protection of existing work to remain,access to STL PR VIDE SIMPSO, H6 OR NYS code R301.2.1.2 if they are required. work area, hours of permitted work,availability of water and electric power and all EQ. EQUAL T & G TONGUE AND GROOVE ECOUIVILANT TO TIE WALL STUDS EXIST. EXISTING ML, OF BOTH FLOORS PLATE 1 1. All portions of the new structure are designed to comply with local geographic other conditions and restrictions for this particular location in order to execute the EXT. EXTERIOR TEL. TELEPHONE BAND JOIST @ 16"%�Tland climatic criteria as stated in the following table. TBD TO BE DESIGNED PROVIDE SI H6'OR work in a careful and orderly manner with the least possible disturbance to the public. F.P. FIREPLACE 77- 1 � TO. TOP OF EQUIVALENT TO TIE W11LI STUDS 8. The Contractor shall make the neccesary arrangements to utilities and services TO PLATE & BAND JOIST Cb 16" GEOGRAPHIC & CLIMATE DESIGN CRITERIA FR. FRENCH r CC TYR temporarily disconnected while performing the work as required. GALV. GALVANIZED TYP. TYPICAL 9. The Contractor shall provide all dimensions and cut-outs for other trades. LINO UNLESS NOTED OTHERWISE PROVIDE SIMPSON LPT4 OR GROUND SNOW LOAD 45 psl GWB GYPSUM WALL BOARD EQUIVALENT TO TIE RIM BOA 10. The Contractor shall provide proper shoring and bracing for all remaining structure A 001 VIF VERIFY IN FIELD TO SILL PLATE PLYWD FLOOR SHEATHIFIG WIND SPEED 120 MPH 0" LP'4 OR TIE RIM "I BOA SID COMMON P 6" 0'­ EDGE HVAC HEATING, VENTING & W/ WITH 8D COMMOIi @ 12' OC FIELD SEISMIC DESIGN CATATGORY B prior to removal of existing structure. AIR CONDITIONING WD. WOOD WEATHERING SEVERE 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed INSUL. INSULATION PROVIDE APPROPRIATE 'T WP WATER PROOF ALLPLUMSIN MPKTOCONF MEFFR NUT METAL persons who shall arrange for and obtain all required inspections. The General 'T 8, AN 36" 'T 'E'T FILM.- PLATE WASHER, N T 11 A"" R FROST LINE DEPTH L P L 'E TO Contractor shall be responsible for scheduling all other inspections as required. L PLATE TO INT. INTERIOR E H �H. BOLT TO TIE SIL A XPS EXTRUDED POLYSTYRENE REQUIREMENTS ' T'D TVP TERMITE THREAT MODERATE TO HEAVY IS IN SWING MASONRY FOUI�I�DATION T JYP 6'-0" OC FOR STORY, T-0" FOR DECAY SLIGHT TO MODERATE 12. The Contractor is solely responsible for construction safety and shall hold the 2 STORIES. 12" FROM CORNERS LBS POUNDS OPENINGS ArJD BOLTS TO BE MIN. I OF 8 MAX. MAXIMUM .9_4_ AC 0 12" DEEP. WINTER DESIGN TEMPERATURE owner and architect harmless from litigation arising out of the Contractors failure to TO EXIST SSP-SYSTEM FLOOD HAZARD AS NOTED provide construction safety means and methods. Mo. MASONRY OPENING SHILLING /HALL RESIDENCE 65 SOUNDVIEW AVENUE N MATTITUCK N .Y. Y EXIST. DECK FRAMING AND STRUCTURE TO BE REMOVED Y U U W W � I � I DOOR SCHEDULE z ! ! z ° LOCATION/UNIT R.O. NOTES LL LL z w ui J LIV. RM. NORTH WALL 11'-9-3/4" X N1 AND. 200 SERIES NL6'-1 1 GD 120611-4 NEW HEADER " N2 LIV. RM. WEST WALL 3'-2-3/4" X NEW HEADER _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ AND. 200 SERIES NLGD 33611S 6'-11^ T — — - — - REMOVE EXIST. WIfJDOWS REMOVE EXIST. WINDOWS — -- - '- ADD FRENCH DOORS ADD FRENCH DOORS Q E4 DIN. RM. NORTH WALL 6'-0" X 6'-11" NEW HEADER r - - - - - - - - - - - - - - - - - - - - - - - - - - - - I O AND. 200 SERIES NLGD 60611L REMOVE EXIST. 1. .....1-11-1/2" X 1- /4" LVL HEADER RE-USE.EXISTifJ... ENTRY SOUTH WALL G HEADER I 6'-0" X 6'-11" NEW HEADER REMOVE EXIST. WINDOW & HEADER 36" X 84" SOLID DOOR W/CITES � i O ADD NEW SLID. GL DOOR rn I DOOR & HEADER Ea EQUAL EQUAL L 15'-sq" i E2 KITCHEN & BEDRM #4NORTH WALL CELLAR NORTH WALL 6'-0" X 6'-11" EXIST. HEADER — — -•----•----• -- ---- 2-11-1/2" X 1-3/4" LVL HEADER 2-11-1/2" > 1-3/4" LVL HEADER I BEDRM # 3 SOUTH WALL ui i I AND. 200 SERIES ISPD 60611PALR 1-3/4"X84" SOLID COREFLUSH W/ 22.5" X 84" Lu J N6 FIXED PULL@HEADE o BEDROOM #4 RIXON #117 17SOLIDTHINGES CORE FLUSH W/ 2.5 X 84 LATCH SET Q �_r I oos BUTT HINGES 30" X 84" HARDWARE X I_J I N8 1-3/4"X84" SOLID CORE FLUSH W/ 21.5" X 84" IXED PULL@HEADER EXIST. WD. FLOOR. I RIXON #117 PIVOT HINGES 21.5" X 84" BEDRM PROTECT & REFIIJISH #4,BATH.#3, BED. #1. ----. .---- ---- ..---- -_.-- --..... .-...... ......-- ..__ ._.. .... ---.. ... I O BATT H#1,B E D.#3,BATH #2,BED.#2, 30" X 84" LATCH S E T N 1-3/4"X84" SOLID CORE FLUSH W/ HARDWARE BUTT HINGES NEW FLOOR TO BE ADDED ! 1-3/4"X84" SOLID CORE FLUSH W/ 25" X 84" I OVER EXIST. GARAGE SLAB I RIXON #117 PIVOT HINGES25" X 84" FIXED PULL@HEADER EXIST. GARAGE WALLS TO BE INSULATED AS NEEDED OO I BEDRM. #2 SOUTH WALL _.... -._ .. o o w E5 AND. SERIES 200 ISPD 31611S X 2 6'-0" X 6'-11„ EXIST. HEADER NEW HARDWOOD FLOORING --- ---- -- = o I 1-3/4"X84" SOLID CORE FLUSH W/ 24" X 84" ° ° NEW ROOF & TRUSS SYSTEM III o 11 RIXON #117 PIVOT HINGES 24" X 84" IXED PULL@HEADER O � SEE DWG S-101 III w 3 ° 1-3/4"X84" SOLID CORE FLUSH W/ LATCH SET W 'i _W 0 BUTT HINGES 3'-0" X 6'-8" HARDWARE NEW FIREPLACE LIVI G OOM U I DINING ROOM ( KITCHEN w I' 0 1-3/4"X84" SOLID CORE FLUSH W/ To BE BUILT HERE o 1 ° a ! 002 I_. —��_1 �- it Q J1 RIXON #1 17 PIVOT HINGES 2-25"X84" FIXED PULL@HEADE w i .__i J ' 1 1-3/4"X84" SOLID CORE FLUSH 30" X 84" EDGE PULL co - I POCKET DOOR N Q I I POCKET DOOR 5� , I z m __ o I QI __j L, c--- ----- - - - � � '-oll l > � _ WINDOW SCHEDULE wWo EXIST. WD. FLOOR. . w Z LD t `I o �N LOCATION/UNIT R.O. NOTES I" Q LIV. RM. SOUTH WALL - EW WD. FLOOR. >_ w m N3 AND. SERIES 1 3050 CASEMENT(3) 3'-0" X 5'-0" NEW HEADER QU — 1 FOYER W E 1 A 3'-0" X 4'-0" EXIST. HEADER BATHRM.#3 BEDRM. #4 W AND. SERIES 1 3040 CASEMENT o04 0` 6 a Q N4 BATH. #3 EAST WALL BAY UNIT(2) 1'-10" X 5'-0" NEW HEADER - AND. SERIES 1 CUSTOM CASEMENT __. BEDRM. #1,BEDRM. #2 WEST WALL ° LINE OF EXIST. E7 2'-6" X 5'-0" EXIST. HEADER ADD NEW DOOR & LITE rI NEW WD. FLOOR. o CHIMNEY AND. SERIES 1 2650 CASEMENT EXIST. WV. FLOOR. E8 BATH #1 EAST WALL 2'-0" X 3'-0" EXIST. HEADER AND. SERIES 1 2030 CASEMENT x O BEDRM. #3 EAST WALL REMOVE ASONRY STOOP ( ( ° 2-0 (Mw E9 AND. SERIES 1 2636 CASEMENT 2'-6" X 3'-6" EXIST. HEADER REMOVE GARAGE DOORS AND REPAIR WALLS MEW DECK TO RE BUILT CL w o �:r' :__ ! w J 1 s 3'-0" X 4, 0.. I ' ! , CELLAR EAST WALL (2) ALLOW FOR ••- - ( AND SERIES 200 DH3040 MASONRY OPENING ADD FRAMING FOR NEW WINDOW u O L L:- __� J____ .y!___ .L __l LL BATH. #3 EAST WALL BAY UNIT 3'-0" -0" REMOVE GARAGE APRON I N15 AND. SERIES 1 FIXED PICTURE UNIT DIM.@SITE I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � BATHRM.#1 W 0 072 sslmA 101 012 w p 0 I REMOVE A EXIST. PLUMBING FIXTURES O I ° w o Q a BEDROOM #1 HALLWAY I o = 007 I I 013 W W I I I i t J Lli ' z I n EXIST. WD. FLOOR. ( O X cn PROTECT & REFINISH I 1 w ~ 2'-62 Lu o x I w W < W Q SHADED AREA OF ROOF TO BE REMOVED >O �, w I I T - SEE DWG S-101 FOR STRUCTURAL DETAILS w L-� °o OF NEW RooF t w a REMOVE ALL EXIST. PLUMBING FIXTURES w BATHOOM #2 w _ x oto Q O I i/ r w w w MAY 4 2015 JUNE 6 2015 g o I JULY 15, 2015 JULY 17 2015 BEDROOM%`' // / j f`/ � // / / / /%/ , /�' '/ ' '' ////� .. �� f' /i ;�i '•/ �' / ,' / X � � OOM #2 i BEDROOM #3 I I AUGUST 5, 2015 Ill U) oos oos o z w EXIST. WD. FLOOR. EXIST. WD. FLOOR. O u PROTECT REFINISH //; ;� % /'/,. /;;% / //. / /./// ,• , ,,r�• ,1, /, ,I ! li w PROTECT & REFINISH & W Q W t' / /,,� %,'�j '/i,/ /�' /;' / /� / / r /, ",..%; / , ,, J,': ' j'' �'`:: ' / J .�/r ,. �// '`,jr/ri//,,, /J/•,/ /f J�{ /r I 14 RE-USE EXISTING HEADER I RE-USE EXISTING HEADER ! ' YY i' REMOVE EXIST. WIIJDOWS REMOVE EXIST. WINDOWS j ADD fJEW WINDOWS O ADD FRENCH DOORS Q A-001 GENERAL MOTES D- 101 DEMOLITION PLAN A- 101 FLOOR PLAN I A- 102 FOUNDATION PLAN S- 101 STRUCTURAL PLAN DEMOLITION ROOF PLAN II A-201 EXTERIOR ELEVATIONS 3/16" = 1'-0" I I A-202 EXTERIOR ELEVATIONS II A-301 SECTIONS II II II II I II THIS SECTION OF ROOF TO REMAIN ii DEMOLITION PLAN I I AS NOTKD I I I OF Ey, DRAWING # SEAL: °� y° IIOf n r II II 2 OF 8 ----- - ---- -- - ---- ______-_.-_ .---------- SHILLING /HALL RESIDENCE N EXIST. --_-1--1--'----9--3------- ------ ------ -DECK TO BE EN--L-A--R--G--E-D SEE DWG. S-101 — -- ---- -- — -0--_ -- zT----- ------------- -- - ----R .EOz_- ----— ------------ -TiI -0OUNDVI EW AVE .............--- ----------------------- - ------_--- ----------------------------------------- ---- ---- --- -. MATTITUCK N .Y. - - - - - - - -- - - - - - - - -- - - - - - - - - (D GUARDRAIL R.O. J _ TRIM TO CORNER ------- -- - -- -------- - — — ----- — — — — I SEE EXT. ELEV. DWG. A-201 1 EXIST. EADER EXIST. EADER DOOR SCHEDULE - ------- --- - --..o------_-------------...._.. _. ..._ .......................... .. - LOCATION/UNIT R.O. TE W -11-1/2" X 1-3/4' LVL HEADER 2-11-1/2" X 1-3/4" LVL HE D R 1 WALL OVEN & I w I I I MlcRownvE N 1 LIV. RM. NORTH WALL 1 1'-9-3/4" X NEW HEADER +� , Lu 1 I O AND. 200 SERIES NLGD 120611-4 O AND. 200 SERIES NLGD 33611S 6'-11" NEW HEADER o I N2 LIV. RM. WEST WALL 3'-2-3/4" X M 1 J I I I I 1 1 1 1 I I BEDROOM #4 � I 1 1 3 0 oos I E4 DIN. RM. NORTH WALL 6'-0" X 6'-11" NEW HEADER II II Ir+ r .- DIRECTION OF NEW A DWOOD FLOORING I F"a I AND. 200 SERIES NLGD 6061 1 L 1 1 � 1 ENTRY SOUTH WALL 1 I I 1 1 1 > I 36" X 84" SOLID DOOR W/LITES 6'-0" X 6'-11" NEW HEADER 7 1 1 1 1 1 1 1 D W KITCHEN NORTH WALL 6'-0" X 6'-1 1" EXIST. HEADER I I I I BEDRM # 4 NORTH WALL I I 11 1 1 1 I I L — o I BEDRM # 3 SOUTH WALL 1 I I I I 11 11 � I AND. 200 SERIES ISPD 6061 1 PALR LIVING ROOM DINING ROOM KITCHEN SINK COOKTOP W/ Q 1 I I oot I I I 02 ( 1 003 I o STOVE p 1-3/4"X84" SOLID CORE FLUSH W/ 22.5" X 84" 1 F O+ 1 1 HOOD o RIXON #117 PIVOT HINGES 22.5" X 84" Dowty-DRAFT 1 N6 FIXED PULL@HEADE 1 1 `-o, 1 1 1 1 I 1-3/4"X84" SOLID CORE FLUSH W/ LATCH SET 1 I I I I 1 11 11 MW-o w (@ BUTT HINGES 30"' X 84" HARDWARE 11 1 1 1 m I W I N8 1-3/4"X84" SOLID CORE FLUSH W/ 21.5" X 84" FIXED PULL@HEADE w 1 I I 1 1 1 = O b. RIXON #117 PIVOT HINGES 2 1.5" X 84" _ � I BEDRM.#4,BATH.#3, BED. #1. J 1 1 I I I I Q 1 1 1 1 w I N9 BATH#1,BED.#3,BATH #2,BED.#2, LATCH SET l a 2- 1-3/4" X 11-1/2' LVL RIDGE 30,. X 84„ LL _ - - - - - - - - -JL - - - - - - - - - 1 - - - - - - - - - - - - - - - _ - -1L - - - _ _ _ _ _ - - - - - - - - - - - - - - — — 1-3/4"X84" SOLID CORE FLUSH W/ HARDWARE — + I I 1 1 0 1 1 11 0 BUTT HINGES l 0 1 1 1 `a 1 1 WALL 1 1-3/4"X84" SOLID CORE FLUSH W/ 25" X 84" FIXED PULL@HEADE a RIXON #1 17 PIVOT HINGES 25" X 84" I I 1 1 I LL' 1-11-1/2" X 1-3/4" LVL BEDRM #2 SOUTH WALL 1 z l I o l l 1 1 1 POCKET DOOR E5 AND. SERIES 200 ISPD 31611S X 2 6'-0" X 6'-11" EXIST. HEADER 1 1 I I 1 I 11 REF. 1 I I REFWIIIS 1 N11 1-3/4"X84" SOLID CORE FLUSH W/ 24" X 84" FIXED PULL@HEADE (UTILITY�CLOSET RIXON #1 17 PIVOT HINGES 24" X 84" —) I Ex T.NWD. F OOR. o J1 1-3/4"X84" SOLID CORE FLUSH W/ 3'-0" X 6'-8" LATCH SET I I o l l 1 o N BUTT HINGES HARDWARE LL -11-v " x 1- n' LVL HEADER X Q �_ 1-3/4"X84" SOLID CORE FLUSH W/ ~ I o I I I I 1= NEW WD. FLOOR. ! N J1 2-25"X84" FIXED PULL@HEADE d I a RIXON #1 17 PIVOT HINGES - °' J14 1-3/4"X84" SOLID CORE FLUSH 30" X 84" EDGE PULL FOYER I I 2 4 BATHRM.#3 POCKET DOOR = 1 1 004 1 1 8'-0" CEIL. HEIGHT Ia 006 E `N IzLu 1 1 1 1 ► I I 1 1 -a" LINE OF EXI T. WINDOW SCHEDULE 1-11-1 2" X 1-3/ LVL HEAD R 1-11 1/2" X -3/4" LVL HEAL R riEEW WD. FLOOR. CHIMNEY = I I 1 1ll� EVIST. Wb. FLOOR. 1 Y II II (9 w LOCATION/UNIT R.O. NOTES m 1 I 11 NEW ENTRY DECK 2 2 _ LIV. RM. SOUTH WALL SEE DWG. S-101 ENTRY CLOSET DO N CL SHOWER i ( N3 3'-0" X 5'-0" NEW HEADER EXI T. rAIR � cE A � ;f AND. SERIES 1 3050 CASEMENT(3) 1-11-1/z" X 1-3/4" LVL HEADER F-o, e' IeJ 1 0 o HAr DR IL T c DE I ._ L BEDRM. #4 0 E 1 AND. SERIES 1 3040 CASEMENT 3'-0" X 4'-0" EXIST. HEADER -- -- BATH. #3 EAST WALL BAY UNIT(2) r-104.,-13N3o"- 5„ s,-o”—ks"13No"—�V a'-11„ 2'-03" ° I N4 1'-10" X 5'-0" NEW HEADER 4 AND. SERIES 1 CUSTOM CASEMENT R.O. R.O. R.O. — LINE OF ROOF OVERHANG— - W I- - - - - - - - -- - - - - - - - - - - - - - - - - - - - - 1 "W0 BATH RM.#1 / ` BEDRM. #1,BEDRM. #2 WEST WALL 012 I o p E7 AND. SERIES 1 2650 CASEMENT 2'-6" X 5'-0" EXIST. HEADER zr-21" I I I �" BATH. #1 EAST WALL 4 1 0 0 o i. E8 2'-0" X 3'-0" EXIST. HEADER 0 1x AND. SERIES 1 2030 CASEMENT BEDROOM #1 HALLWAY _I W oor E9 BEDRM. #3 EAST WALL 2'-6" X 3'-6" EXIST. HEADER F_o o 3 I O AND. SERIES 1 2636 CASEMENT �o w oa "y ! i J I CELLAR EAST WALL (2) ALLOW FOR = � 3'-0"' X 4'-0" rJ1s Q AND. SERIES 200 DH3040 MASONRY OPENING N 1 co o LINEN ` 6 BATH. #3 EAST WALL BAY UNIT Lu N L I N1s AND. SERIES 1 FIXED PICTURE UNITDIM.@SITE H \ eF 7 is iI-," i III II = O W BATHOOM #2 -r- - U Q Lu F-10 W _ N W 1 x 1-11-1/2" 1-3/4" o < Q I _ `° co ,- W 1 W 1 w BEDROOM #2 e BEDROOM #3 zo oos oos - x I X C-OS W t2 1 Lzo LU 1 MAY 4, 2015 1 1 JUNE 6, 2015 U I 1 JULY 15, 2015 1 1 JULY 17, 2015 1 J 1 AUGUST 5, 2015 I � I M T'w I O x 0 O X 1 1 11'-OZ" U N i EXIST. HEADER EXIST. H ADER 1 0 — J R.O. 29'-8. R.O. NEW STOOP - TBD NOTE: THE PLUMBING FIXTURES & FITTINGS AND THE APPLIANCES AND ALL NECESARY KITS FOR INSTALLATION WILL BE PROVIDED BY THE OWNER A-001 GENERAL NOTES FIXTURE SCHEDULE FINISH SCHEDULE FINISH SCHEDULE FINISH SCHEDULE FINISH SCHEDULE D- 101 DEMOLITION PLAN A- 101 FLOOR PLAN LOCATION MOTES LOCATION NOTES LOCATION NOTES LOCATION NOTES LOCATION NOTES A- 102 FOUNDATION PLAN 0 BATHROOM #3 LAV. IN VANITY TO BE SPEC. HALLWAY � BEDROOM #2 1/2" GWB @ WALLS BEDROOM #4 1/2" GWB @ CEILING LIVING ROOM NEW HARDWOOD FLOOR S- 101 STRUCTURAL PLAN 006 F-13 013 EXIST. HARDWOOD FLOOR TO BE RE-FINISHED 11 008 PRIMER & PAINT TO BE SPEC. C t02 005 PRIMER & PAINT TO BE SPEC. F-01 001 TO BE SPEC. 00 BATHROOM #3 LAV. IN VANITY TO BE SPEC. HALLWAY 1/2" GWB @ CEILING BEDROOM #3 BEDROOM #4 1/2" GWB @ WALLS LIVING ROOM 1/2" GWB @ WALLS A-201 EXTERIOR ELEVATIONS 006 C-09 013 PRIMER & PAINT TO BE SPEC. F-09 OOg EXIST. HARDWOOD FLOOR TO BE RE-FINISHED 05 005 PRIMER & PAINT TO BE SPEC. 01 001 PRIMER & PAINT TO BE SPEC. A-202 EXTERIOR ELEVATIONS 00 BATHROOM #3 FREE STANDING TUB TO BE SPEC. 18 HALLWAY 1/2" GWB @ WALLS C-06 BEDROOM #3 1/2" GWB @ CEILING F_©4 BEDROOM #4 EXIST. HARDWOOD FLOOR TO BE RE-FINISHED C-01 LIVING ROOM 1/2" GWB @ CEILING A-301 SECTIONS 006 013 PRIMER & PAINT TO BE SPEC. 09 PRIMER & PAINT TO BE SPEC. 005 0 001 PRIMER & PAINT TO BE SPEC. 0 BATHROOM #3 TOILET TO BE SPEC. BEDROOM #3 1/2" GWB @ WALLS BATHROOM #3 006 12 009 PRIMER & PAINT TO BE SPEC. F-(05 006 CONC. FL. TO BE SPEC. BATHROOM #3 SHOWER FITTINGS TO BE SPEC. BATHROOM #2 BATHROOM #3 DINING ROOM NEW HARDWOOD FLOOR 0 006 F-10 010 FLOOR FIN.TO BE SPEC. F-(06 006 SHOWER FLOOR FIN.TO BE SPEC. F-01 002 TO BE SPEC. BATHROOM # BATHROOM #3 DINING ROOM 1/2" GWB @ CEILING 01 BATHROOM #2 LAV. IN VANITY TO BE SPEC. F-1 1 SHOWER FLOOR FIN.TO BE SPEC. C-03 CEIL. FIN. TO BE SPEC. C-01 010 010 006 002 PRIMER & PAINT TO BE SPEC. 01 TOILET TO BE SPEC. BATHROOM #2 1/2" GWB @ CEILING BATHROOM #3 KITCHEN NEW HARDWOOD FLOOR FLOOR PLAN BATHROOM #2 C-07 MW-04 CL. FINISH WOOD VANITY, WALL HUNG BASE F-02 010 O 010 PRIMER & PAINT TO BE SPEC. D 006 STONE COUNTERTOP, MIRROR ABOVE 0 003 TO BE SPEC. BATHROOM #2 SHOWER FITTINGS TO BE SPEC. BATHROOM #2 PAINTED WOOD VANITY. WALL HUNG BASE BATHROOM #3 1/2" MR GWB @ WALLS KITCHEN 1/2" GWB @ CEILINGT031 _ 01 010 MW-07 010 CORIAN COUNTERTOP, MIRROR ABOVE 06 006 PRIMER & PAINT TO BE SPEC. C 01 003 PRIMER & PAINT TO BE SPEC. 1 /4" - 01 BATHROOM #1 6'-0" BUILT-IN TUB TO BE SPEC. BATHROOM #2 1/2" MR GWB @ WALLS MIRROR TO BE SPEC. BATHROOM #3 1/2" MR GWB @ WALLS MIRROR TO BE SPEC. KITCHEN 1/2" GWB @ WALLS 012 13 010 PRIMER & PAINT TO BE SPEC. 07 006 PRIMER & PAINT TO BE SPEC. 02 003 PRIMER & PAINT TO BE SPEC. SEAL: L�' y DRAWING # BATHROOM #2 1/2" CEMENT BACKER BOARD @ WALLS BATHROOM #3 1/2" MR GWB @ WALLS KITCHEN 1/2" GWB @ WALLS PAINT TO BE SPEC. CSP 5�' DEF O,p 01 BATHROOM #1 TOILET TO BE SPEC. 14 08 03 �� �, 012 010 SHOWER TILE TO BE SPEC. 006 PRIMER & PAINT TO BE SPEC. 003 BACKSPLASH TO BE SPEC. � et .A2� r _61y_ 1 BATHROOM #1 BATHROOM #2 1/2" MR GWB @ WALLS BATHROOM #3 1/2" CEMENT BACKER BOARD @ WALLS KITCHEN CLEAR FINISH WOOD - NOT FRAMED WALLS 012 LAV. IN VANITY TO BE SPEC. 15 010 PRIMER & PAINT TO BE SPEC. 09 006 SHOWER TILE TO BE SPEC. MW-01 003 +;.#4' f,`� rr KITCHEN BATHROOM #1 FLOOR FIN.TO BE SPEC. BEDROOM #1 KITCHEN 36"X96" ISLAND, CL. FINISH WOOD, CL. FINISH y" j � W 003 003 S.S. INTEGRAL SINK IN S.S. COUNTERTOP. F-12 01 2 F-(07 007 EXIST. HARDWOOD FLOOR TO BE RE-FINISHED MW-021003 WOOD, S.S. COUNTERTOP W/ INTEGRAL SINK BATHROOM #1 1/2" GWB @CEILING BEDROOM #1 1/2" GWB @ CEILING KITCHEN CL. FINISH WOOD CABS. W/ S.S. COUNTERTOP �A �' 07?S A 0PRIMER & PAINT TO BE SPEC. C-04 007 PRIMER & PAINT TO BE SPEC. BEDROOM #1 FOYER NEW HARDWOOD FLOOR MW'-05 007 1 BOOKCASE - T.B.D. F-03 004 TO BE SPEC. BATHROOM #1 PAINTED WOOD VANITY. WALL HUNG BASE BEDROOM #1 1/2" GWB @ WALLS FOYER 1/2" GWB @ CEILING MW-06 0 10 C-01 12 CORIAN COUNTERTOP, MIRROR ABOVE 007 PRIMER & PAINT TO BE SPEC. 004 PRIMER & PAINT TO BE SPEC. BATHROOM #1 112" MR GWB @ WALLS BEDROOM #2 FOYER 1121, GWB @ WALLS 16 012 PRIMER & PAINT TO BE SPEC. F-108 008 EXIST. HARDWOOD FLOOR TO BE RE-FINISHED 04 004 PRIMER & PAINT TO BE SPEC. O F O BATHROOM #1 1/2" MR GWB @ WALLS MIRROR TO BE SPEC. BEDROOM #2 1/2" GWB @ CEILING Q 17 012 PRIMER & PAINT TO BE SPEC. C-05 008 PRIMER & PAINT TO BE SPEC. SHILLING /HALL RESIDENCE 65 SOUNDVIEW AVENUE MATTITUCK N .Y. EXISTING: SINGLE FAMILY RESIDENCE SCTM# 1000-99-03-02 4'-0" ZONE R-80 1 . 104 ACRES N PROPOSED: 1 -0"� 7'-0' �— 7'-0" 7'-0" 7'-o" 7'-0" 7'-0' �1'-0" RELOCATE & REMOVE INTERIOR PARTITIONS. o RENOVATE 2 EXIST. BATHROOMS. ADD NEW BATHROOM. RENOVATE KITCHEN. REDESIGN 6X6 ACID POST ON f' ' FRONT ENTRY. REMOVE EXIST. FIREPLACE 10" DIA. GONG. PIER ( SONOTUBt OR EQUAL) 24" DIA. POUR. CONC. FTG. @ 3'-0" BELOW FIN. GRADE ADD NEW FIREPLACE. CONVERT EXIST. 2 CAR Y TYP. FOUNDATION FOR NEW DECK U w 0 GARAGE TO HABITABLE SPACE. REPLACE EXIST. uiz w WINDOWS. ADD WINDOWS & DOORS. EXPAND W O Lu _ -O,r EXIST. DECK, REMOVE & REPLACE PART OF ROOF. Z I I J i O I I NEW DOOR TO ALIGN W/ w I i °°QR ABOVE EXISTING PROPOSED LINE OF EXIST. DECK EXIST. O 1 ST FL. 1835 SQ.FT. 2428 SQ.FT. AND 200 SERIES r,PD 6''1511PALR 0._0. 6'-11"H1J 2ND FL. NA NA - - - - - .7 — — — — — — — — — —N I — _._FL. JbISTS CANTILEVERED ATTIC NA NA — - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — I I I CELLAR 1835 SQ.FT. 1835 SQ.FT. 8" CONC. WALL OhJ ° 16- X 8" CONC. FTG. TYP. I GARAGE 532 SQ.FT. Q I LL I I I DECK 202 SQ.FT. 430 SQ.FT. w o X wARCHITECT: PETER MARREN AIA LEED AP � TIN F- 7 I I Y MARREN AND NEWMAN ARCHITECTS L — I Ipl I I w 177 DUANE STREET NY NY 10013 N I — — — — — — — — — — — — — — — — — — — — 0 o I - � I � � J ( t o 917-992-5369 _ — — — — — — — — — — — — I I I I X o CONTRACTOR: NEW ENGLAND BARNS AND FINE HOMES F I I w owl l I PO BOX 1447 ADD NEW FTG. I I -j m I (I z m I > MATTITUCK NY 11952 FOR NEW CHIMNEY 0 O ¢ O `< >- VERIFY SPEC I I Y F w I I Q o I °g 631-445-1461 I ME o I I I coX NNI I I J SURVEYOR: NATHAN TAFT CORWIN III r l ow I I I I w I u a F 1586 MAIN RD. J z EXIST. CRAWLSPACE EXIST. CELLAR N r I Q : z o >- I 2" CONC. SLAB 3i" —15'-10 a q JAMESPORT NY 1 1947 n J = I —� I I 4" CONC. SLA w wo Q I I 2 I I VERIFY THIS DIMENSION ONSITE I I 0�_ p o631 LL z s o I - I �01 DRAFTING/PERMITS: press-727-2090STARTpQ O O k] J J ADD NEW SOLID BLOCKIIJG I L —� PO BOX 49 EXIST.CONC. GARAGE SLAB I I EEee 11 TO DIRECTLY SUPPORT COL. SOUTHOLD NY 11971 O ADD NEW TAPERED ACO. BLOCKING ABOVE ( I NEW 16"X16" CONC. PIER ON LOAD FROM IJEW RIDGE ABOVE 24"X24"X12" POUR. CONC. FTG. w 631-294-4241 LL I I I I TO DIRECTLY SUPPORT COL LOAD 'o :ENGINEER L _ I FROM NEW RIDGE ABOVE. I 1 �,� W JAMES J. DEERKOSKI P.E. O w I i I I I W I 260 DEER DRIVE MATTITUCK NY 11952 O J U -1w 8" O 12'-0" 13'-2" 13'-2" ° - 631-774-7355 I �° I I I I I I w Xw J L - - -- - - - - - - - - - - - � w z w I 101 -1 X DESIGN CRITERIA: N I — L -1 °° PRESCRIPTIVE AS PER NYS RESIDENTIAL CONSTRUCTION CODE AND REMOVE EXIST. SLAB & ADD NEW I I I � I AF&PA WOOD FRAME CONSTRUCTION MANUAL FOR 1 & 2 FAMILY DWELLINGS FOUND. WALLS & FTGS. AT NEW I ENTRY WALLS. ADD LEDGERS FORI I I I I I I — J ABBREVIATIONS DESIGN LOAD CALCULATIONS (LIVE LOADS PSF) PJ I I EW ENTRY DECK. SEE DWG. S=101, I I I EXTERIOR BALCONIES 60 ADJ ADJACENT MIN. MINIMUM DECKS 40 MR MOISTURE RESISTANT 4 _ _ _ _ _ _ ' _ I - —I I _------•------ ALUM. ALUMINIUM MW MILLWORK ATTICS W/O STORAGE 10 (- � � � I APPD. APPROVED I I EXIST. STAIR AS - O HAN E CUT BACK CORNER OF GARAGE FOUNDATION I I I n,, NIC NOT IN CONTRACT ATTICS W/ STORAGE 20 - - - - - - - - - - - - - - -- - - - - - I ( L_ - - � UP + I = BIRD. BOARD ROOF (GROUND SNOW LOAD) 20 N e• WASHER � - OC ON CENTER r �„ I BRK. BRICK OS OUT SWING ROOMS ( OTHER THAN SLEEPING) 40 BOT. BOTTOM L_ - - - - - - - - - -_ - - -� - - - - - -- - - - - - -_ M - �I I -._ I � OPG. OPENING ROOMS (SLEEPING) 30 CL CENTER LINE REMOVE GARAGE DOORS AND ADD 8" FOUND. WALL ON EXIST. FTG. I I I PL. PLATE STAIRS 40 I3 l_ 17 J CLG CEILING PLUMB. PLUMBING GUARDRAILS 200 COL. COLUMN PLYWD. PLYWOOD s-11 -p4 +� DRYER CONC. CONCRETE I CONT CONTINUOUS PT. PRESSURE TREATED o^ PNT. PAINTED I I N a CT. CERAMIC TILE PVC POLY VINYL CHLORIDE DEMO. DEMOLISH MAY E 4 0 6 220 55 RCP REFLECTED CEIL. PLAN ' FK] DIA. DIAMETER REQ. REQUIRED JULY DR. DOOR 15, 2015 RM. ROOM DWG. DRAWING JULY i 7, 2015 R.O. ROUGH OPENING AUGUST 5, 2015 10 I I STORAGE LAUNDRY ROOM I EA. EACH SIM. SIMILAR 112° MR GWB @ I v2" MR GWB @ ELEC. ELECTRICAL WALLS & CEIL. J WALLS & CEIL i ELEV. ELEVATION SPL C. SSTEELIED I "/ EEQUAL T & G TONGUE AND GROOVE l I EXIST. EXISTING TEL. TELEPHONE I EXT. EXTERIOR °° 1" -5i" " TBD TO BE DESIGNED 1 2 ° 4 32� F.P. FIREPLACE 2 84 1 TO. TOP OF I _ � � �_ FR. FRENCH - �m GALV. GALVANIZED LINO UN ESSANOTED OTHERWISE GWB GYPSUM WALL BOARD VIF VERIFY IN FIELD HVAC HEATING, VENTING & W/ WITH AIR CONDITIONING WD WOOD oQ1 INSUL. INSULATION INT. INTERIOR WP WATER PROOF E� T. N f` IS IN SWING XPS EXTRUDED POLYSTYRENE EXIST.IFL. J I TS CANTILEVERED 2X8 @ 16" O FL. JOISTS TYP. I - 111 LBS POUNDS MAX. MAXIMUM I I I MO. MASONRY OPENING I 13'-10" 11 13'-10 I A-001 GENERAL NOTES F ,—, ELECTRIC SYMBOLS SYMBOLS D- 101 DEMOLITION PLAN I p I A- 101 FLOOR PLAN R RECESSED CEIL. FIX. EXIST. WALL EXIST. CELLAR I I— — J �_ _ A- 102 FOUNDATION PLAN I I 4" CONC. SLAB--\ D$ DOOR OPER. 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NORTH WALL 6'-0" X 6'-11" NEW HEADER AND. 200 SERIES NLGD 60611 L _.. _. . _............... _. _. _....".. .. - ENTRY SOUTH WALL ---- - ------- — - -- - - - - - -- - --------- -- - - - - - - - X - - --- - - -------- — --—--- -------- ---- - -- --- - ------ -- - ------ --------------- ------------- - ---- --------------- ----------------------------- ------- ------- _ � � N 36" X 84" SOLID DOOR W/CITES 6' 0" 6' 11" NEW HEADER .._. . . .. - _.___.._. _.... -- - .... - - - - _._. ... --.._.__..._.. _........- -------------- ---- - ----- - - ---- _ . ._ _ NORTH WALL - ---------__----.__.__._.._..... -.................. ..---._._. .... . . __ ------____-. __._.._.__. 6 -0 X 6'-1 1 EXIST HEADER E2 __ . .. _______ ..__---__._--_. .._ -_. __. _-_ _--.- - CELLAR NORTH WALL --- - -.._.. . ... .. ...............--NEW ROOF._......_...- -- -----_-- __------------._. _...._...._ ... --- —.__.. - - - -- -- - ..........__....._..... ..__....-..... _ - ......._...... .._ ..._.. - NEW ROOF - ------------ - - - - --- _ BEDRM # 3 SOUTH WALL -- ---------------------------- --- - ------- — - — -------- --- ---- - -- - -- - --- - - - - .._._..... - AND. 200 SERIES ISPD 6061 1 PALR _ _� - -- --- -- - ------ -- a ��., x,.__ .�._._ 1-3/4"X84" I 22.5" X 84" ___ - _.- -e..._._- _.-.__ _....._._ _ _._._ _ -..u_ - S N6 RIXON #117 PIVOT HINGES 22.5" X 84" FIXED PULL@HEADE ...................... ..... ....... ....._.. .............................................. ................ .......... ..... . ..... _......... - LID CORE FLUSH W __ ..... =:.......-... ....._ .. _ 77777777­=.,.,:— _ - .._....._ _....- __ _ . .. _ .._...� . _ — _- _. _ _.__. _ ....r _.__.-. _ . _. 7 a._ __7-=, -EXIST EXISTING ROOF TO REMAIN / LATCH SET - BUTT HINGES HARDWARE -- - -- - --- - - /4. 4. SOLID I D FLUSH W - - - - - - IXED PULL@HEADER RIXON #117 PIVOT HINGES _ --_. ____.__.-- . .---------__-__----- ----------._-_-_-__.__ __.... --- . -- -- -- _-_ - . .#4 BATH.# BED #1 3 - -- - - -- - - _ ---- ._... _ -- --- - - - - ._.._. _....__..__... _ ----- - _ ---- - ---- -- - ---- - _ 30 X 84" -- - -- ------------- --------------------------------- - -- - - ---------- -- - ----------- --- -- -- - -- - ----- --- - - H W HARDWARE _ BATH#1 BED #3,BATH #2,BED #2, ,. LATCH SET 1. 1 3/4"X84" SO CORE FLUS / BUTT HINGES --------------------------------------------------------------- -- -- ----------= ------ ---- ---------- --- ---------- --------- -------------- - - ----- - - - -- -------- - -- - - - - ----- -- -..__._...._... ._...._....._..............._..... ----.._.._.... _.. __._... _ . .... ... ....... _......... _..... .. .... ..... _.. 1-3/4"X84" -- 1z -- - _-- -- 1-3/4 X84' SOLID CORE FLUSH W25" 5" 4, FIXED PULL@HEADER RIXON #1 17 PIVOT HINGES 25" X 84„ --- --- --------------- --- ---------------- --_----_-------=-- .. - _ EX ST. EXT. WALL: O BEDRM. #2 SOUTH WALL — _ 6'-0" X 6'-11" EXIST. HEADER --- -- ---- ---- - CEDAR SHAKE SHINGLES E5 AND. SERIES 200 ISPD 31611S X 2 ----------------------- ---------------- - ------- -- - --- - . .._..... - - -- ------- - - - ---- - -- 7_:_7----------------- --- --7_7_77 7------------ 1-3/4"X84" SOLID CORE FLUSH W/ 24" X 84" IXED PULL@HEADER RIXON #1 17 PIVOT HINGES 24" X 84" 1 1-3/4"X84" SOLID CORE FLUSH W/ 3'-0" X 6'-8" LATCH SET BUTT HINGES HARDWARE \3\ \E) \ J1 1-3/4"X84" SOLID CORE FLUSH W/ 2_25"X84" FIXED PULL@HEADE AND SERIES 1 3050 CASEMENT(3) /ND SERIES i AND SERIES\ AND SERIES\ CEDAR SHAKE SHINGLES \ \ NEW BAY WINDOW UNIT RIXON #117 PIVOT HINGES Soso CASEMENT Soso CASEMENT R 3050 5'-0' Nr CCIJSTRUCTED ON FOUNDATION 1-3/4"X84" SOLID CORE FLUSH 3-o x s-o•Ro 3-0•x s-o•Ro 3-0•x s'-o•R 20"X84" 36"X84 20"X84" 14 30" X 84" EDGE PULL \ / FIXED SOLID FIXED FIXED FIXED AND 200 SERI S D 6061EALR OF EXIST. CHIMNEY THAT WILL POCKET DOOR \ / / LITE DOOR LITE 6-01,x 6 1 Ro BE REMOVED. NEW CHIMNEY - MASONRY TO 3E SPEC. `\ WINDOW SCHEDULE LOCATION/UNIT R.O. NOTES NEW srooP LIV. RM. SOUTH WALL JEW ENTRY DECK N3 AND. SERIES 1 3050 CASEMENT(3) 3'-0" X 5'-0" NEW HEADER NEW FIREPLACE FOUNDATION I I NEW FOUNDATION WALL @ I I NEW FOUNDATION WALL @ I I NEW FOUNDATION UNDER ENTRY E1 BEDRM. #4 3'-0" X 4'-0" EXIST. HEADER -,,, PRIOR DOOR OPENING PRIOR DOOR OPENING — —SEE DWG. IE 1 4 A MENT — I I SEE DWG. A-102 I I SEE DWG. A-102 I I I BATH. #3 EAST WALL BAY UNIT(2) I I N4 1'-10" X 5'-0" NEW HEADER _ - - - - - - - - - - L - - AND. SERIES 1 CUSTOM CASEMENT - - - - - - - - - - - - - - — — — — — — — EXIST. GARAGE FOUNDATION & FOOTING - - - - - - - - - - - - - - - - - _ - - - - - - I E7 BEDRM. #1,BEDRM. #2 WEST WALL 2'-6" X 5'-0" EXIST. HEADER EXISTING FOUNDATION I AND. SERIES 1 2650 CASEMENT BATH. #1 EAST WALL E8 AND. SERIES 1 2030 CASEMENT 2'-0" X 3'-0" EXIST. HEADER SOUTH ELEVATION ( FRONT) I I BEDRM. #3 EAST WALL E9 A2'-6" X 3'-6" EXIST. HEADER AND. SERIES 1 2636 CASEMENT CELLAR EAST WALL (2) ALLOW FOR AND. SERIES 200 DH3040 3'-0" X 4'-0" MASONRY OPENING 15 BATH. #3 EAST WALL BAY UNIT DIM.@SITE AND. SERIES 1 FIXED PICTURE UNIT MAY 4, 2015 JUNE 6, 2015 JULY 15, 2015 JULY 17, 2015 AUGUST 5, 2015 NEW ROOF _----_... ----- - R6EF-- ----------------- ---------- -- ------ EXISTING ROOF TO REMAIN 2.. _ ........... -____ _.__.._._ ___ _ ____.__ __ _. __ �_ ---- - - --- ._....... ---- -- - _._. . ..- -_- --- --- --- -- -- ------------------ . --- -- - - - 0 _........__...__.___.._ ._..__.._....._.__..__..__._._.._. _—_ NEW CHIMNEY ---- ----- - ---- - - ----- MASONRY TO - -- - -- - -__ BE SPECIOFIED --- ------ -----__._. _.......____...e- ._..__.__._.._.._.__.-....._..----....._ NO'` UI eT A-001 GENERAL NOTES NEW DECK & RAIL D- 101 DEMOLITION PLAN _ . ..- ._. Fil A- 101 FLOOR PLAN I I ; -II ;F- - - - -!-' �- S- 101 STRUCTURAL PLAN A-201 EXTERIOR ELEVATIONS A-202 EXTERIOR ELEVATIONS I I I A-301 SECTIONS I I I I - - - - - - - - - - - - - 1- - - - - - - - � - I WEST ELEVATION ( SIDE )- EXTERIOR SIDE ) EXTERIOR ELEVATIONS I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - -� Z - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � 1 /4" = 1' t. SEAL: �� S�. dE( o,Q DRAWING # UJI C7 Z Aad A 201 6 OF 8 SHILLING /HALL RESIDENCE 65 SOUNDVIEW AVENUE MATTITUCK N .Y. DOOR SCHEDULE LOCATION/UNIT R.O. NOTES - - LIV. RM. NOR H WALL - -3/4" X--------- - - - NEW HEADER -- -- ' -- -- --------- ------------- Z. -- - -- - - --- --- - - - - --- - - ------------ ----------------------------------- ---------- ---- - - - - -- .. LIV RM. WEST WALL 3'-2-3/4"------------- --'- .... AND 200 SERIES NLGD 3361 1 S g• 1 1•• NEW HEADER - - - DIN. RM. NORTH WALL -- - ----- - -T_ _�� _ -------- -- - - - ' - ----- - -- - _.._.._.. .... -------.... _._........ -------- - _..... ...... ..__ - - 4 AND 200 SERIES NLGD 60611E 6' 0" X 6' 11" NEW HEADER __. ............ . _...............- ............_....._...._.... _ ....... ............... .......... .. -- ---._...- _ -----_._ ...................-........_._._.._.._.--------_..._...'- - - - ....... ...... . ................ .. __== ENTRY SOUTH WALL ............. �..._...._...--- _ .-..__.,_. _._r_:...___� _....._- :.._ _ ._ .._.,.r_:. _----__--------- � ,._ __ __,.. _ - -- X 1 1 N 36" X 84" SOLID DOOR W/CITES 6' NEW HEADER — ---------- ----------- ------- -- � ---� KITCHEN & BEDRM ,._. _-- -- -�..,.......,..._. - - ------ -- --- --- -- NORTH WALL`. ._'_ ""..`. - t 6 0 X 6 1 1 EXIST. - - z THEADER CELLAR NORTH WALL -- ---=-= ... - - - _-_---- - __. .:.., --- ----_ -- - -- --- --:__- .._ _- ALL— _. _ - - - -- - - - - - --- -- --- --- - --- - ---- ___ AND. 200 SERIES ISPID 6061 1 PALR ----- ---- ---------- ----- - ---- S -� --- - - -- 1 3/4"X84" SOLID RE F 22 5" X 84" U N6 FIXED P LLHEADS -- _= RIXON #117 PIVOT HINGES 4" -- -..._ _._._ -- - ----------------- -- _-_. ------ - -------_---------------.....-----------._..._ _. .__.._.._.._- __.._..----._ - ---- - -- - - - -- - - - - LID CORE FLUSH W// �� LATCH SET - - ----- ----------------------- - --- ----- --- --- — - ---- - - .. _�.,...m. �_.._._ ,, �_..._....�..._ _._... m _. �_� ___._,.... ... �_.. _ _.__ _ _-_. __r,._..A.. BUTT HINGES X 84 HARDWARE -- -- ------ --- ---- - - --- - -- ------- ---- -- _...------ ------..__... - - - - - --- - _. ._._ .._._.._.. --- - --- -- - 1 3/4"X84" LID R _ _ _ . _ SO CORE FLUSH W/ _.-....__. _..__._.-_..._.....-. -----...__....-. ..._........._------------- __._..... - -.--..--_.. .__..._....._.._......._.___--_-................ u N RIXON #1 17 PIVOT HINGES 21.5" X 84" IXED PULL@HEADER _. _. _ _ .. _ _.._ - _.._ _ _ __. - -- - N9 • _ _-_ 1,BED.#3,BATH #2,BED.#2, 30" X 84" LATCH SET 1-3/4"X84" SOLID CORE FLUSH W/ HARDWARE BUTT HINGES 1-3/4"X84" SOLID CORE FLUSH W/ 25" X 84" ` RIXON #117 PIVOT HINGES 25" X 84" FIXED PULL@HEADER \ EZ / \ E3 CEDAR SHAKE SHINGLES TRIM -0 CORNER E5 AND. SERIES 200 ISPD BEDRM. #2 SOUTH WALL 31611S X 2 6'-0" X 6'-11" EXIST. HEADER J11 1 ADD zoo RO 1-3/4"X84" SOLID CORE FLUSH W/ 24" X 84 FIXED PULL@HEADER 6-0o"'. 1-11"RO 6'-0"D 6osnFa�R AND zoo SEPo-s D 6o611PALR RIXON #117 PIVOT HINGES 24" X 84" h 6 :.-_----_---------__-__ --� ---------_ J1 1-3/4"X84" SOLID CORE FLUSH W/ - LATCH SET I ::I,-'II F, ! -! I I! �-�.._!.. !1...._..✓J-.�..._.-.._�;_�II -'i-: :�I . ; . ....-)..y._._i...r ......._l..............�.....1'r.--'I�-.._.I....J. ;........._.- ..� .. ..I�_.._ i' d1 1-3/4" X84" SOLID' NEW CHIMNEY MASONRY: CORE FL USH W/ 2-25"X84 " FIXED PULL@ HEADSRIXON #1 17 PIVOT HINGES 1Ii 1 3/4'X84' SOLID CORE FLUSH EDGE PULL HARDWARE TO BE SPEC. 30 X 84 POCKET DOOR WINDOW SCHEDULE AND zoo SER S 1'_ D 6o611PFL\ LOCATION/UNIT R.O. NOTES 6-11"R AND. SERIES 1H3050WALL CASEMENT(3) 3'-0" X 5'-0" NEW HEADER \ / Bx6 ACO POST ANCHORED TO ° 10" DIA. CONC. FILLED E1 BEDRM. #4 3'-0" X 4'-0" EXIST. HEADER / SONOTUBE OR EQUAL ON J J AND. SERIES 1 3040 CASEMENT 24" X 8" POUR. J I I J I BATH #3 EAST WALL BAY UNIT(2) J @ MIN. 3'-0" BELOW GRADE N4 1'-10" X 5'-0" NEW HEADER - - - - - - - - - - - - - - - - - - - - J - - - J _ _ _ I I AND. SERIES 1 CUSTOM CASEMENT - - - - - - - - - - - - - - - - - - • _J L - - — — — — — r _ _ _ — — E7 BEDRM. #1,BEDRM. #2 WEST WALL 2'-6" X 5'-0" EXIST. HEADER oz -� r- �—� I—I CI== � — � � — ] O AND. SERIES 1 2650 CASEMENT I T WALL C - C _ : E8 AND SERIES SI 030 CASEMENT 2'-0" X 3'-0" EXIST. HEADER CI= 1 _ ] E9 BEDRM. #3 EAST WALL 2'-6" X 3'-6" EXIST. HEADER NORTH ELEVATION ( BACK) AND. SERIES 1 2636 CASEMENT ON15 CELLAR EAST WALL (2) 3'-0" X 4'-0" ALLOW FOR AND. SERIES 200 DH3040 MASONRY OPENING OBATH. #3 EAST WALL BAY UNIT DIM.@SITE N15 AND. SERIES 1 FIXED PICTURE (UNIT MAY 4, 2015 JUNE 6, 2015 JULY 15, 2015 JULY 17, 2015 AUGUST 5, 2015 - _ -------- ---- --- - --- ----- --- --------- __ __- ---- ---- - - -- ----NEW -- - - ................ .. ___ _ EXISTING ROOF TO REMAIN__.._...--._ A-001 GENERAL NOTES D- 101 DEMOLITION PLAN E9 EB EN Et A- 101 FLOOR PLAN A- 102 FOUNDATION PLAN NEW DECK & RAIL S- 101 STRUCTURAL PLAN ------------------------ r., r_ ---------- ---- A-201 EXTERIOR ELEVATIONS A-202 EXTERIOR ELEVATIONS A-301 SECTIONS I : : : : ; I I : EXIST. FOUNDATION OF CHIMNEY. FIREPLACE REMOVED ADD NEW BAY WINDOW UNIT EXTERIOR ELEVATIONS 11A011-1- 11-0 — � SEAL: �� `` �, Df y. DRAWING # - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - rn I I zo t. " EAST ELEVATION (SIDE ) I `" � A 202 7 OF 8 SHILLING /HALL RESIDENCE 2- 1-3/4" X 1 1-1/2" LVL RIDGE `ASPHALT/FIBERGLASS SHINGLES � ° ° ROOFING FELT , 65 SO U N DV I EW AVENUE 0° ° ° ° J1/2' CDZ PLYWD. SHEATHING MATTITUCK N .Y. 2X8 @ 16" OC ROOF RAFTERS BREATHERS ,'` R-2 1 BATT INSUL. -i `1'�` 1/2' GYP. BD. '�, J1, 11 SYMBOLS /' .• N , EXIST WALL ,<;, ,., T �1,111 .................. .. ._................. 1-111/. _.. .. 1-111.- _ . .-- ..........._.-1 1-11_........._........................ ._.......__.._...._........................1-111- - _..... ....._. __.............._.._.. - - i 1. �. .. <.,,� .., i,..,,.' .. \ ._._..1-11-1- ............ .. .... ..... ...........1-111_.. 111-1... .. _ .. .. .. 1111... .. 1-111........_....... •.�� �' 1111 .. .. .........1111. ..........................____.._ ._...................................._.. 1111_._._. .............1-111-.. ............ ................._ .. 1111_.__ 1111. .. .. 1111.. _ .. .............._____............. 1111._............ .. _ .. '" ; \..;`\, - - . .. _ .. .. .... .. . 1 111. .. 1 111.._ .. . . . 1.111.. .. .. - ... ... .. .11.11.. .. .. - ...., T .. ��: '.'. .. .....1-111 ........... .... 1111. _ ... 1111. 1. 11 . I DEMO WALL " " X : NEW WALL _ ........._...._ 1111-. 1111 _. -1111- _.. _ -1..._.1-1.1.... - .. 1111. _, .:_ : 1-1-11-. TTHREE1- /4 X 1 1-1/ -LV _ . _......................_.._.._ _.......... ... ...._...........__.. _ .. �. _.._._�............_._....�........_......_ ........ 3 ,.,., _. �..._. 1-111 ... _._.................................._.............. '"'I'll, _ - 11-1-1 _.......--1111.. 1-1-11- .1.I — .. __ .1.1. 11. . .. .. . . ........_..._ - `.r :.._.._._. 1-111..- I'll _... :....:. _. . _ 1111.- . 1-111 . _ ....._..... 1111- ................... - - _....... ADD INSUL. 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I... .- 11 11... . .. :_....- MILL WORK NU , ° ° . .. 11-11-... 9,\4� ° ° ° ° ° ° °�. .o. .. .. ... 1111 ... ........ 1111. .............. 1111 .._ .. ......... 1111.. .......... _ .11- _ O F 01 FLOOR FINISH NUMBER '\P. ° ° a o ° ° '.o ... ............1111.... - . .. I I .. ... .. ... _.. .. - . . .. . .,.... .. _ - _.. . ..... I., 1. ............. . . ... ... .. _ F FINISH NUMBER I C 01 FLOOR FI IS R _.:....... __......_..___........::_:-_;1111::: I .q THREE 1-3/4" X 11-1/2" LVL A-01 APPLIANCE NUMBER - 00 PLUMBING FIXTURE 11 EXIST. EXT. WALL: 1 ': �;' I lI'11, CEDAR SHAKE SHINGLES I ,: E� E� SECTION MARK SHEATHING I_ ,� 2X4 @ 16" OC STUD WALL ;,I �- EXTERIOR ELEVATION F., R-15 BATT INSULATION ELEVATION MARK NEW DECK & RAIL Id 1/2" GWB. @ INTERIOR ��I' � --------- -1__ 11.1 f O INTERIOR ELEVATION r- -.................. .... 1111 j -.. . - - ,I ;� i. -I.- 2 l 4 '' ( ( i I it `\: I i; i' I ii 1 I 1�1 � 11 ' I! ! 1 it 1 .f j I 11", i t i ( '' I :I I `; I iI I ;I .1 I11 I --- i is I I; .11 ,,, �_J� II .I i!I 11 , I I . li 'I j :1 �._�_.___ _I L _J �L - -1 -1-1-1-------- ---I : . . .- -- _ f\ ABBREVIATIONS r� I _. ADJ ADJACENT MIN. MINIMUM NEW 2X8 @ 16" OC. FL. JOISTS TO MATCH EXIST. FLOOR LEVEL I MR MOISTURE RESISTANT 1 - ALUM. ALUMINIUM MW MILLWORK -- ! APPD. APPROVED BIRD. BOARD NIC NOT IN CONTRACT � I OC ON CENTER I ! BRK. BRICK OS OUT SWING ADD NEW TAPERED ACO. BLOCKING ABOVE EXIST. GARAGE SLAB BOT. BOTTOM I _1OPG. OPENING CL CENTER LINE PL. PLATE I I 1 PLYWD. PLYWOOD COL. COLUMN PLUMB. PLUMBING I I - ! r CONC. CONCRETE PT. I CONT CONTINUOUS PRESSURE TREATED I PNT. PAINTED �Z CT. CERAMIC TILE PVC POLY VINYL CHLORIDE i � I I I DEMO. DEMOLISH RCP REFLECTED CEIL. PLAN F -1 L -1 SECTION # 2 1 1 1 IA TER REQ. REQUIRED L - - - J I I DDOORRM. ROOM 1 /411 - ll-011 I I I DWG. DRAWING R.O. ROUGH OPENING REV. / . 1 5 . 1 5 I I ( ELEC. ELECTRICAL. EACH SIM. SIMILAR I I ELEV. ELEVATION SPEC. SPECIFIED STL STEEL I I I EQ. EQUAL T & G TONGUE AND GROOVE . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXIST. EXISTING TEL.T TEL. TELEPHONE EXT. EXTERIOR - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I F.P. FIREPLACE TBD TO BE DESIGNED FR. FRENCH TO. TOP OFTYP. TYPICAL GALV. GALVANIZED UNO UNLESS NOTED OTHERWISE GWB GYPSUM WALL BOARD VIF VERIFY IN FIELD HVAC HEATING, VENTING & W/ WITH AIR CONDITIONING WD. WOOD INSUL. INSULATION INT. INTERIOR WP WATER PROOF _......_ . . 1111 . . ..... ... . ............. .................................... . . .. .... XPS EXTRUDED POLYSTYRENE _ 1111 ............................. I is IN SWNG _�. . ...._1-111-. ................. ................. I 1-111. _ 1111-.._..... ._ ____......__. __...._. ...._..._�...-------__... _­--------------------_..11.._.1.1__..----------- .-.- .1..1.11....... .._...... _._---- �......... .. ........................ 1-111--......_._._.. - ...... . .._.. . .. «-1-1-1-1.._..._.._.............. _.._..­_---................... .._.. .._... I I.,_. . .. . ......___---11-1-1 1-111..1-111 1111 .. ........_ .. _ 1111 _. � LBS POUNDS _ . _ . MAX. 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ASPHALT/FIBERGLASS SHINGLES - I � - JULY 15 - .. ._ ..... _- _ ., 1...1-,1.-1...,.....,.:. 1.11. .1 11 1. 1 . . - - D. NG AUGUST , 2 015 ROOF MEMBRANE & PLYW SHEATHI 5 .1.1........-.._ I..._. �._ -1.11.1............".................. ..............11".." _ .111 . 1... _.._ 1111.... .................................................. . ....... ....... . . .................................. _. ............... ..... .. 1-111 2X6 @ 16" OC RAFTERS - _...""..._.1.:..::.11.1...... _ _. -.. 1 . .11..1 .................... 11-1.1..................... _ . . . ........._............._....._.1-1.1-1._....1.11.1........-..11...1.1.._.. 11.11. .. _.. . ... ..... . . . 1.111....._ .111..1.._.... . 1111....1111.. .. . . ... _. . .... .............................. _. _ _................-.......................... ... ........ ......_: 1-111. _. .... . ... 2X8 RIDGE - _...__._......_......«« - 1-1-11-- - :: :: _-,1111- __ ,._. _ _ _ - _ - . 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A-301 SECTIONS I II I ' 11 / - - ''L_ � >_z� � I , I . 1111. 1; ;111 . •, ., , ;�; :EXIST 2X8 FLOOR JOISTS @ 16' OC. NEW ENTRY DECK L >,. I I SECTIONS SOLI BLOCKING @ BEARING WALL (BEYOND) I 1 3/8" = V-0" NEW FIREPLACE FOUNDATION I NEW FOUNDATION UNDER ENTRY 1 I I EXIST. SUPPORT STRUCTURE: 1 1 EXIST. GARAGE FOUNDATION I SEE DWG. # A, 102 I I 3-2X12 GIRDER SEAL: , OF Ncy, DRAWING # - - - - - - - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - -1 - - - - - - - 3-1/2" DIA. STEEL COLS. @ 7'-0" OC 'gyp � DF r© I- - - T - - - - - - - - - �- I - 24" X 24" X 12" POUR. CONC. FTGS. ,& %� t 11 - C)'p� '-t � - - - - - - - - - - - - - - I- - - - - - - - - - - - -I- - - - - - - - _ �. `n r rt r` I I EXIST. FOUNDATION I c) d t° NEW 16"X16"' CONC. PIER ON 2-2X6 SILL ANCHORED @ 4'-0" OC Z 4 �� :� `" 24"X24"X12" POUR. CONC. FTG. 1 8" CONC. FOUNDATION WALL " I Nip © yi ss,w I cz SECTION , # 1„ TO DIRECTLY SUPPORT COL. LOAD I 1 16" X 8" POUR. CONC. FTG. I A � 07 � p�•� A - 301 1 /4" = 1 -O FROM NEW RIDGE ABOVE. 4" POUR. CONC. SLAB i 0,� -, ! I _ _ I 11 1. I 11 I L� 8 OF 8 L J L - - - J