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HomeMy WebLinkAbout34152-Z FOLIr Town of Southold Annex 5/13/2011 54375 Main Road C Southold,New York 11971 n x o � CERTIFICATE OF OCCUPANCY No: 34941 Date: 5/13/2011 THIS CERTIFIES that the building RESIDENTIAL NEW CONSTRUCTION Location of Property: 595 Clearwater Lane, Cutchogue,NY 11935, SCTM#: 473889 Sec/Block/Lot: 118.-2-14.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 8/28/2008 pursuant to which Building Permit No. 34152 dated 9/11/2008 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 covered porches,second floor balconies, terrace, attached three car garage and basement with recreation room, game room and arcade room as applied for. The certificate is issued to Flotteron III,Joseph&Flotteron,Nora (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-07-0076 4/29/11 ELECTRICAL CERTIFICATE NO. 12442 3/1/10 PLUMBERS CERTIFICATION DATED 3/8/10 Perfection Plumbing&Heating '9Authorged Signature M I p ECEC V � Form No.6 TOWN OF SOUTHOLD MAR 10 2010 BUILDING DEPARTMENT TOWN HALL 765-1802 BLDG.DEPT. TOWN OF SOUTHOLD 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 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. 0'1 New Construction: Old or Pre-existing Building: (check one) Location of Property: 59,�r C House No. Street Hamlet Owner or Owners of Property: 6 I Suffolk County Tax Map No 1000, Section + Block Lot a 0 1 Subdivision Filed Map. Lot: i Permit No. Date of Permit. I l D� Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ A plic Sign re t7Y/Lb/Lt7t7b YJ7:JL b317Gt1bwbD J0C1 NTD Ill r-Hur- u1i vG wr-.. .r,..s, r s a •,•rr? r a„lT• f':.`;"' t�7s 9).. uifr r r �•5!✓'rw3'lraF7� : r5rc4+`rk 'y �•.�r ra�u:`C�:«y1'd,,s.,�.6`e i�'aa!<6111t�+Mi.. rn Ji.- r•-r./,. C + p . SUF := 0 !_ K BJRrAU of MAR s Sj E :. F,IT P, A!, IVIQfI � O 2 Y: tiBLDG.DEPT. 40 Nottingham Drive,Middle Island,NY 11953 TOWN OF SOUTHO Telephone:631 495 8136 Fax:631 980 6455 E-Mail:SBEIGS@gmaii.com .'' CERTIFICATE OF ELECTRICAL COMPLIANCE j CE IkT' Akpplicant: G&5 Electrical Contractor Certificate No.: 12442 ` Bough In Inspection Date: Final Inspection Date: Mar 01, 2010 I, Application No.: 12442 Building Permit No.: '� a .County Tax Map No.: r This Certificate of Electrical Compliance is limited'to the inspection and compliance of electrical equipment and/or + - ':_ .work•described below, installed by the applicant named above, located at the premise of and not after the final .insr�ection date above: •y". Ai,? �`. Owner: 7oseph Flotteran b,� ;'. Site Location: 175 Clearwaters Lane, Cutchogue, NY 11935 ' Owner's Address (if different): `• :J Residential indoor R1 Basement Service ❑Shed —'Commercial M Outdoor iu First Floor ❑Pool ❑Hoktub ;� '•Nevv El Renovation Second Floor ❑Attic Garage ;r _,..,Addition Csurvey Other: t Nj INVENTORY t� r Y t Single Plisse 30oe Heat oil Duplex Reept 123 Ceiling Fixture 42 MID Fixtures nt Tnr a Phase Hot water GFCI Recpt 17 wall Fixture 34 Smoke AC Cond 5 Single Reept Recessed Fixture 109 CO Detect 3 . { Sub Penel AC Blower Range Reept 1 Flourescent Smoke CO Combo �lr y Transformer Appliances dw Dryer Recpt 2 Emergency Time Clock Diawnnect 2-150 Switches 172. Twist L06X Exit Flxtures Pumps !?� GFCI'Breaker 1 Heat Pump Electric Heat Pool Luminaire Exhaust Fen 6 Other Equipment:300a ug service,a.paddle tans,1-wirlpool bath,5•arc faux cb ` A��: ,The electrical work and/or equipment described above were inspected and appear to be in compliance ;ram with local state and national electrical code requirements and this office. 3„ Applicant: G&S Electrical Contractor License No.: 578E 8<31568-ME t Inspected By: Roger Richert Date Of Certificate: Mar 09,2010 w t X-ignaturle: aT ��ffi.i7.r•F'r, yirm .� r } '�-4/'e Vr/s,T �,p}Yy T ya:,r.-• •,�ua'J -Y•rp/W�'i•„iA;'a,"�:•�57u`';;}'^"tidr°:i=r�j.ys•5:!!+"�"%[�,.wn }inym,;d_Y-.,r` ,r.9 �, ,. Ax a rq pp _�'. �r.'�. ��LT'7:/��f ia��� SIQro?.'%n..`�aN!�]L'YA'�IgN'�'�ry� 1WIW'a��`a•�:,A ��r'I N,�_','�.'T' M:Nh•.r l'N9'D.�xNM�'/U1M''ern������I�����;Jx�i''�^ TY a n r.c 'k• �.9. ,� a . o�oSUFFot,��o 0 ca Town Hall,53095 Main Road iv �.1C Fax(631)765-9502 P.O..Box 1179 1. Telephone(631)765-1802 Southold, New York 11971-0959tRI 1 BUILDING DEPARTMENT v E � W . E TOWN OF SOUTHOLD RE MAR 10 2010 B .CERTIFICATION TOWNLOFSOUTHOLD Date: Building Permit No. q j�K Owner: (Please print Plumber: CIA" ' P/" (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. lumbers Signature) Sworn to before.me this ?)F� _ day of �� ,.. .. 20\-;zo Notary Public, County ALICIA WALKER Kotary Public State of New York No.OIWA6153064 ®ualified in Suffolk County Commission Expires Sept.25, E pF SO(/T�olo co TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST XROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: 000l ' 46, = 2-9— Lo� -�. v --►L� r .000 DATEINSPECTOR SO(/TyOlo 3 u ,� l 37, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION XFIRE RESISTANT PENETRATION REMARKS: � r Y .) DATE S IN PECTOR OF SOUr�olo courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND XINSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION. REMARKS: 1A, ,.-zip y DATE INSPECTOR ho��Of SOUlyolo o�y000M`I 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 REMARKS: F � enee c� } DATE / — —INSPECTOR— FREDE[�C=�C G UC�[r� 52 NOYACK PATH,(PO BOX 1374), WATER IVLL, NEW YOW 9976 TEL 631 o 754-5555 SP 41 EAST MAPLE ROAD, GREENLAWN, NEW YORK, 11740 FAX 631-26HO84 ROBER WEBER ARCHUTEC ll' November 4, 2008 Town of Southold Building Department PO Box 1179, Main Road Southold,NY 11971 RE: FLOTTERON RESIDENCE 595 Clearwater Lane, Cutchogue,NY SCTM 91000-118-02-14.1 PERMIT NO.34152 Building Department: As Architect for the Flotteron Residence,I inspected the poured concrete foundation before backfilling with the following notes: Foundation Inspection#1 (Saturday,November 1, 2008, 2 pm): The concrete foundation walls were poured as detailed on plans with a typical foundation wall height of 9'-0" and a typical thickness of 10". Wall surfaces were generally smooth and free of any voids. The concrete footings measured approximately 22"x10"with good soil bearing conditions. On the exterior of the foundation wall, all tie holes were adequately parged. Foundation Inspection#2 (Monday,November 3, 2008,4 pm): The exterior of the foundation walls were dampproofed to the proposed grade line with a continuous coating. The dampproofing extended continuously over the top of the footings. If you require any other information on my review of the foundation walls please contact me. Foundation location s low. ,cj���rD A13Cti��. Qw K itLL z Ve y yours,, Frederick R. Weber, R.A. t BLDG. DEPT. W FS .L'THH4(.D 52 NOYACK PATH,(PO BOX 1374), WATER WJLL, NEW YORK U976 TEL 631 a 754-5555 f LRC�DG( UC�C3 �O®��,� 41 EAST MAPLE ROAD, GREENLAWN, NEW YORK, 11740 FAX 631.261-1084 WEBER ARCHOTECT September 5, 2008 Town of Southold Building Department PO Box 1179, Main Road Southold,NY 11971 RE: FLOTTERON RESIDENCE-BASEMENT 595 CLEARWATER LANE,CUTCHOGUE,NY SCTM#1000-118-02-14.1 Building Department: As Architect for the Flotteron Residence,I can attest to the fact that there will be no sleeping spaces provided in the basement of this house. The rooms labeled"storage"will be used strictly for storage purposes. A copy of this letter is being sent to the Owner to inform him that sleeping spaces in the basement are prohibited unless legal egress is provided. Very truly yours, 'UV i � Frederick R. Weber, R.A. FREDo ERUCK 52 NOYACK PATH,(PO BOX 1374), WATER MLL, NEW YORK E976 TEL 6310 754-5555 ROBERT 41jEAST MAPLE ROAD, CREENLAWN, NEW YORK, 11740 FAX 631026HO84 WEER ��, �I „ )=._. ARCHUTECT p C C E Q d SEP 4 2009 August 31, 2009 BLDG,DEPT. TOWN OF SOUTHOLD Town of Southold Building Department PO Box 1179,Main Road Southold,NY 11971 RE: FLOTTERON RESIDENCE 595 Clearwater Lane, Cutchogue,NY SCTM#1000-118-02-14.1 Building Department: As architect for the Flotteron Residence,I can verify that the str_ ping for the house structure and the plumbing pressure tests for the basement space were satisfactorily performed. I am including a copy of the revised structural drawings (S 1 & S2), last revised February 5,2009 which correspond wi the completed frammg work. I can also verify that the or _porch headers which have been encased in the exteri trim,were of the size and design ca Tled out on the structural drawings. Please contact me with any questions or comments. �,�EaED ggCy/ K V Y Y truly �o F� �► Frederick R. P'P ;e 13 �} OF N �O COMMENTS S ECTION REPORT I DATE FIELD IN \t� FOUNDATION (IST) i v FOUNDATION (2ND) C o ff \ �7 ROUGH FFUMVIU`k-& p ���-- ej— � `L�� �\ ►3 PLUMBING � .. C I r in '�' - -- .-- -�► tom. I f\ INS.LTLA'I•ION PER N- Y. -� STATE IlNERGY CODE ' e OA- 3� \ i • FINAL . I ADDITIONAL CONIlYMNTS \\ _ c c +01YLI A4 , �. �� C) &N cep Z C z -------------- � x � d b i I I 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 3U� � Survey www.northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined 7/// ,2008 1! r' �1 1'1 �� i Contact: Approved ,20GCJ U Mail to: 9,C2 Disapproved a/c AU6 ® 2D BLDG.DEPT. Phone:�(OS1 154 S 5�55 Expiration ,20/60 T N FSOUTHOLD— Building Inspector APPLICATION FOR BUILDING PERMIT Date , 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. c. The work covered by this application may not be commenced before issuance of Building Permit. r 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. ), (Signature of applicant or naive,if a corporation) LA^3 rJ, �-,-'A. l 1-.4 0 (Mailing address of applicant) State whether applicant is owner, lessee, agent, chit t ngineer, general contractor, electrician, plumber or builder Name of owner of premises �5 } �a� ► (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. 6u,✓ Gta%& Gt 1 1 Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 591 5 w!s�i`e l �� G�tTC.k G ► House Number Street Hamlet County Tax Map No. 1000 Section 4 Block 60) ., Subdivision Filed Map No. fto mk s*o a eLa4m,"'y y" (Name) upwraM1040 :...OS dkfl,ewNgr,� 0 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy VI JS1_ tJG b. Intended use and occupancy__?ON 1,��S 3. Nature of work(check which applicable): New Building x, Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost X0. Fee (To be paid'on filing this application) 5. If dwelling, number of dwelling units r&b�&r,pf,dwelling'units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify'ndture an'd'extent of each type of use. 7. Dimensions of existing structures, if any: Front Cr, Rear Depth �t Height Number of Stories 2. To Cho Dimensions of same structure with alterations or additions: Front Rear Depth _ Height Number of Stories 8. Dimensions of entire new construction: Front G G� Rear (�'2! Depth o Height 2PV Number of Stories r2— 9. Size of lot: Front R-116�\ Rear ['15t _Depth 3 ���('od1 (' 10. Date of Purchase 11 lr✓1°JrL Name of Former Owner 5Atz'T090 qkNAqWQ, A6,SpV.1 lvzU- 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO—X P 13. Will lot be re-graded? YES X NO Will excess fill be removed from premises? YES NO X J?�'Ww k 0,0at- 44 CQA'0Vg•tZAc-tfkfz> 14. Names of Owner of premises VVO'ft-W2o" Address VRWU-MO N.T. 00540 Phone NoO-41) 43o" V040 Name of Architect Address fir& =�r-m`^1; ►j'hone NA -154-5555 Name of Contractor &Lqz.CoogTR� a— a,,1 Address ra. gay, 9$4 Phone No.&Sk)'!11,t,e 51, 1 �kruto�uE N1.Y. It935 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. ` ` D) 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. STATE OF NEW YORK) SS: COUNTY OF being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, ( `�Ie ' the J�sf ,D42G4Jr Cr 'C (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. Swo tfore me thi day of 2 US-� 20 Notary Public Signature of A ant LINDA P.R�d Nrw YG* �IOR d b ,tAlo��,, ',nn daSU�� Town , of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM col X PROPERTY LOCATION: S.C.T.M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A 1&V - 115 02 K-1 STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLIUI District section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. Item Number (NOTE: A Check Mark(4)for each Question is Required for a Complete Application) Yes No '� I—— Will this Project Retain All Storm-Water Run-Off Generated by a Two(2")Inch Rainfall on Site? (This item will include all run-off created by site clearing and/or construction activities as well as all Site — Improvements and the permanent creation of impervious surfaces.) 0 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location? This It shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFlow! El 3 Will this Project Require any Land Filling,Grading or Excavation where there is a change to the Natural M Y Existing Grade Involving more than 260 Cubic Yards of Material within any Parcel? 4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand(5,000)Square Feet of Ground Surface? 5 - Is there a Natural Water Course Running through the Site? Is this Project within[lie Trustees jurisdiction or within One Hundred(100')feet of a Welland or Beach? F 6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen(15)feel of Vertical Rise to ❑ Y One Hundred(100')of Horizontal Distance? — 7 Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off ❑ into and/or in the direction of a Town right-of-way? — 8 Will this Project Require the Placement of Material,Removal of Vegetation and/or the Construction of F-1 any Item Within[lie Town Right-of-Way or Road Shoulder Area? — (This item will NOT include the Installation of Driveway Aprons.) 9 Will this Project Require Site Preparation within the One Hundred(100)Year Floodplain of any Watercourse? Y NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm-Water,Grading, Drainage&Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permit! ---------------------------------------------------- EXEMPTION: Yes _ No Does this project meet the minimum standards for classification as an Agricultural Project? Note: If You Answered Yes to this Question,a Storm-Water,Grading,Drainage&Erosion Control Plan is NOT Required) — — ---------------------------------------------------- STATE OF NE MT YORK, COUNTY�+O�F1.... G�:!�- ..........SS That I, ............................. " ........:..............being duly sworn,deposesand says Ihat he/she is the applic:uil for Per7nit, .(Name of individual signing Document) Andthat he/she is'the ................................ 03. ............................................................................................................ (Owner,Contractor,Agent,Corporate Officer,etc.) Om er and/or representative of die Owner of Owners,and is duly authorized to perform or have performed the said work and to m and file this application;that I statements contained in this application are true to the best of his knowledge and belief-,and that die work will be perform din �e manner set fords in the application filed herewith. Sworn to before me this, ' ayof ...... ................... .20..... Notary Public: `- [UPJ.DaDOfJR .P ic;St it , �w York ....... NO.4864326 ! (Signal k��prini Qualified in Suffolk FORM - 06107 tan iresJuly7, I TOWN OF. SOUTHOLD OPERTY RECORD CARD 4 OWNER STREET V`°'` �GE DISTRICT- LOT Id /lWY �� W.. y t C4YVrct -en n tGAo. w e as�t� AJ41�/4f6 FO A ER OWNER `�U n-(vrd 44 r�u A N E ACREAGE y 5•. no+ i ney- *_I, no. S W TYPE OF BUILDING L p RES. /® SEAS. VL. FARM COMM. I IND. I CB. I MISC: Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS y 6.�s61�-'Q1-`��-OD �/f/l�J' 7 c��f; , d�� 1'� � 16 , 8 co ® � ss' �irL+'i.✓ V al V 534�j �^, F 54 y !I Lz ' o +, -�3 - re nD✓fie f Odd- I-x._- -�D dwe/l,a , e_# S`Uvzk a r� �?7 7ro76 -L 0(ioo ' v 1 — 6�r'n � � 4, .3 a�4,- AGE_ BUILDIN&CONDITION a NEW NORMAL BELOW .ABOVE FRONTAGE ON WA 9 Farm Acre Value Per Acre Value FRONTAGE ON ROAD Tillable 1 BULKHEAD Tillable 2 DOCK C y. Lwi e /►9.v _ j oc� �U �ctucr Tillable. 3 /a i3gl-1- �3�il $5- a ue e ,Ide, 17000 Woodland anav-0 4 )Dj 000 is ►s �r -�. 0 5� g- �s -r��, -b .,U-r`'. Swampland Brushland V z %, House Plot Total, _ '' �• 7 I I � 1 � i i I y l j` E—-:L i ' 4 M. Bldg 6 3 b r Foundation �� Bath Extension Floors Basement _ v11 odly� r,r Ext. Walls Interior-Finish 25f. b �/ I'/ D Extension �� �._ �7 3 D-� � Ve r�. J�i d Extensi n Fire Place Heat _ 80 l �;L Y- 2 t r 2 Gy i Porch Roof Type"'T /e .c Porch Rooms 1 st Floor Patio Rooms 2nd Floor Garage Driveway Dormer — O. B. Grcfi�, 0 7 Jill M. Doherty,President QF so(/ryO Town Hall Annex James F.King,Vice-President ,`O �� 54375 Main Road P.O.Box 1179 Dave Bergen l Southold,New York 11971-0959 Bob Ghosio,Jr. y John Bredemeyer Ol� �� Telephone(631) 765-1892 `,oU '� Fax(631) 765-6641 ECEE WE BOARD OF TOWN TRUSTEES D TOWN OF SOUTHOLD MAR 10 2010 CERTIFICATE OF COMPLIANCE BLDG. DEPT. TOWN OF SOUTHOLD # 0526C Date February 24, 2010 THIS CERTIFIES that the demolition of the single-family dwelling construction of a new single-family dwelling with additions new porch age driveway, new retaining walls removal of brick walk and wood retaining walls removal of decking new sanitary ystem . gutters and drywells At 595 Clearwater Lane, Cutchog_ue Suffolk County Tax Map #118-2-14.1 Conforms to the application for a Trustees Permit heretofore filed in this office dated 7/24/07 pursuant to which Trustees Wetland Permit#6695 dated 8/22/07 was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of a single-family dwelling construction of a new single-family dwelling with additions, new porch, garage,removal of portions of the driveway new retaining walls removal of brick walk and wood retaining walls removal of decking new sanitary system, gutters and drywells. The certificate is issued to JOSEPH &NORA FLOTTERON owners of the aforesaid property. Authorized Signature OCT-12-2007 11:43 FROM:JMO CONSULTING 6533348 TO:2611084 PA BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORiK PERNIIT N0.6b95 DATE.;AUGUST 22�7 ISSUED TO: JOSEPH&NORA FLOTTERON PROPERTY ADDRESS: 595 CLEARWAI ER LANE.iCUTCHOGUE SCTM#118-2-14.1 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on August 22,2007 and in consideration of application The in the sum of$250.OQpmd by Joseph&Nora Flotteron and subject to the Temis and Conditions as stated in the Resolution,the Southold Towm Board of Trustees authorizes and permits the following: Wetland Permit to demolish the existing single-family dwelling located 31'from the wetland boundary,and construct anew.single-family dwelling with additions SO' landward of the wetland boundary,construct new porch,garage,remove portions of drive,install new drive,add new retaining wails,remove existing brick walk and wood retaining walls, remove decking,abandon and fill existing sanitary system,install a new sanitary system to be located greater than 100'from the wetland boundary, and re-grad property,witb the condition.drywallsand gutters are installed to contain the roof run-of a line of staked hay bales and silt fence is in.place during construction,30' from the wetland line,and as depleted on the site plan prepared by Frederick R. Weber last datet� August 20,2007. . IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the.said Board as of this data z J o�$urtM .co � G NEW YORK STATE DEPAR'I;MENP OF ENVIRONMENTAL CONSULVAMON DEC PERMIT NUMBER EFFECTIVE DATE 1-4736-00745/00006 0 _Lu.1y 24,2009 FACILII Y/ ROGRAM IVUMBER(S) PEIMIT EXPM AUON DATE(S) 10nderthe Environmental Conse"adon Liar July 23,2013 TYPE OF PERMIT r New ❑Renewal 13 Mg`di6g ion 0 Petunt to Construct ❑Pernut to operate ❑Article 15,Tole 5:Protection of Waters ❑ Article 17,Titles 7,$:SPDFS 13 Article 27,Titlo% 6NYCRR 373: Hazardous Waste Management O Article 15,Title 15:Water Sripply a Article 19.Air Pollution Control 17 Article 34:Coastal Erosion 0 Article 15.Titic 15:Water Transport ❑ Article 23,Tide 27:Mincd lAmd Management . - Rocl�tation O Article 15,Title 15:Long Island Wells 0 Article 36:Floodplain Management ❑ Attirlc 24:Froshwater Wetlands O Article 15,Title 27. Wild,Scenic And 0 Articles I,3,17,19, 27,37;6NYCRR Rccreadonnl Rivers ■Article25:Tidal Wetlands 380.Radiation Control 6NYCRR 608:Water Quality Ccrtifica- 0 Article 27,Tdle 7, 6NYCRR 360: tion ' Solid Wastc Man anent PERMIT rSSUED TO TELEPHONE NUMBERJoseph&Nara Flotteron 609-430-1040 ADDRESS OF FERN=E .44 Cradle Rock Road,Princeton,NJ 08540 CONTACT PERSON FOR PERMMED WORK TELEPHONE NUM13F,R JMO Environmental Consulting,PO Box 447,Quqgue,NY 11959-0447 631-653-0607 NAME AND ADDRESS OF PR07E17rIFACMnY Flotteron Propprty,595 Clearwater Lane,Curcio e,SCTM# 1000-118-02-14.1 COUNTY TOWN WEr1A1�F NYTM COORDINATES, Suffolk Southold Lagoon off Peconie Ba > M DESCRIPTION OF AUTHORIZED ACTIVITY: .Demolish existing structures,construct a new dwelling, decks,garage, driveway and septic system. All work shall be done in accordance with the attached plans stamped NYSDEC approved on July 24,2008. Nott::.The Enerty landward of the 12'elevation contour is be and Article 25 jurisdiction. By acceptance of this permit,the perraittee agrees that the permit is contingent upon strict compliance with the ECL,all applicable regulations,the General Conditions specified and any Special Conditions included as part"of this emit. DEPUTY PERMIT ADMINISTRATOR: ADDRESS Region 1 Headquarters,SUNY @ Stony Brook,50 Circle Road, Stony Mark Carrara Brook,NY 11790-.3409. AUTHORIZED SIGNATURE DATE July 24,2008 Pa e 1 of 4 Zd Wd8S:T I BOO?- OT '6nd 'ON XHA NMi'9iiO-1d: WONJ i Standard N.Y.B.T.U.Form 8002' -Bargain and Sale Deed,with Covenant against Grantor's Acts—Individual or Corporation(Sin a Sheet) CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT—THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY. THIS INDENTURE, made the 15th day of December , ig 92 BETWEEN SANFORD HAMft'R .ASSOCf-T98". IBC. , a New York corporation with offices at'=130"`Woodbur Road, Woodbury, New York 11797 party of the first.part;,and JOSEPH FLOTTERON III and NORA FLOTTERON, his wife, both residing at',6;9,, Roanoke Road, Belle Mead, New Jersey 08502 party,of.the.second part, WITNESSEfIi, that the party of the"first part, in consideration of Ten ($10.00) Dollars and other good and- valuable consideration paid by the party o the second part,'does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, ALL that certain plot, piece or parcel of land, with the buildings and improvements thereon erected;.situate, Ding and being at. Nassau Point or Little Hog Neck, Suffolk County, New York, and known and designated as''Lot 107 and the Southerly 1/2 of that certain strip of land 25 Dist. feet in width formerly known as Clearwater Lane between Lot 117 on the Northwest and 100& Lot 107 on the Southeast on map entitled, "Amended �*p�`"A" of Nassau Point, owned by Nassau Point Club Properties Inc. , situate in the Town of Southold, Long Island, New Sec. York," surveyed 6/28/22 by �Otto W. VanTuyl, C.E. , and Surveyor, Greenpoint, New 118.00 York, and filed in the Office of the Clerk of Suffolk County; New York, 8/16/22, file #156 an&more particularly bounded and described as follows: 3lock BEGINNING 'at the division line of the premises about to be described and the 02.00 westerly side of Lot 106 where same intersects the southeasterly side of Clearwater Lane; Lot RUNNING THENCE South 42 degrees 35 minutes 50 seconds West 469.00 feet to the 014.001 high water mark of the Lagoon; THENCE North 71 degrees 53 minutes 30 seconds West along a tie line along the Lagoon 127.96 feet to the center line of Clearwater Lane; THENCE North 43- degrees 25 minutes 40 seconds East, along the center line of Clearwater Lane, 281.39 feet to -a -.point; , THENCE still along the center line of Clearwater Lane North 48 degrees 28 minutes East, 68.27 feet to the Westerly side of-Bayberry Road; THENCE South 41 degrees 32 minutes East along the Westerly side of Bayberry Road, 12.5 feet to the Southeasterly side of Clearwater Lane; THENCE North 70 degrees 42 minutes 20 seconds East along the Southeasterly side of Clearwater Lane, 197.32 feet to the point or place of BEGINNING. BEING AND INTENDED TO BE the same premises conveyed-to Grantor by deed dated 12/13/91 and recorded 12/26/91 in Liber 11391 cp 485. This conveyance does not constitute all or substantially all of the assets of Grantor and is trade in the regular course of business. TOGETHER with all right, title and interest, if-any, of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof;TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises;TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. SUBJECT to covenants, restrictions, reservations, easements and agreements of record. AND the party of the first part covenants that the party of.the first patt.has not done or suffered anything whereby the said premises have been.encumbered in any way Whatever, except as aforesaid. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word"party"shall.be construed as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written. IN PRESENCE OF: INC" ti HANAUER- ASSOCIATES C'J '' 10 W SAeKFO D HANAUER, President STATE OF NEW YORK, COUNTY--OF ss: STATE OF NEW YORK,COUNTY OF ss: On the j day of 19 , before me On the day of 19 ,before me personally came personally came I � i '. .:' ,r da.ik Ef6; ilr,t ' f;F: ,,L;•+ , •. :. I:: , .` I,. . ' I i! +. . .. to me known to be the individual described in and who to me known to be the individual described in and who executed the:foregoirtg;inst,4M6nt;.and;acknowledged exe6uted,the,fordgoin.g instrument, and acknowledged that executed the.same , ,;: iI ; that ;.executed the same. f:•itl 1. � L .a llf;,J, ,. ii: , . � ,+: .. { .Yi, , IYy(t 'Iry+i .l.1 1 '-'•(Glhl .;,`.i�+ I O,rf, I liju I t+! ' j 11.:' 'tI.�Sr I.`li r` i ;: , •,',,,�' 'STATE OF NEW.YORK,COUNTY-0f 5UFVOLK ss , :,;a r.l STATE OF,NEW;YdRK,COUNTY OF ss: On the l5 th ,;day of De c ember;' ;,19.4 9 2,, before,me : ,..On the day of 19 , before me personally came SANFORD ,ftANAUER " personally came to me known, who, being by'me' diily'sWorn, did depose and the subscribing witness'to the foregoing instrument, with say that ; he resides at - :130 Woodbury Road, whom I am personally acquainted, who, being by me duly Woodbury, NY 11797. swornr did-depose and Say that , he resides at that he is the President., of SAbVORD HANAUER�';(ASSOCIATES- INC. ;that he knows !. :-`the corporation described to be'the individual in and 41ch executed the;foregibirtg,instrumerlt; that 'he described in and who executed the foregoing instrument; knows the seal of said c r4i:6 i that ttte seal affixed to said that he, said subscribing witness, was present and saw instrument is such c rpor,te'seall, that:it was so affixed by . order of,the;board of rectbr 'of:said corporation, and execute the same;and that he,said witness, that he sighed h ame thereto by like order. at the same time subscribed h name as witness thereto. sJ. New York ', ,No." 857075 Qualified in Nassau County Q3 Commission-Expires' 7 BARGAINAND SALE DEED SECTION' I ,r t. WI'1~H COVENANT AdAINST GRANTOR'S'ACTS BLOCK I: :. ,a LOT Title Nth: COUNTY OR TOWN E' f STREET AbbRESS 5AN O�tb{ IIANAUER AS50G ATES, INC'. it It,jC;(i'lt.l.� C•+,'s;+1.1 'l' ptq;i 111'I,..11 Racdrded at Request of `� COMMONWEALTH';LANb• ,r t � .I J,'r, , ? ' . To TITLE INSURANCE COMPANY 4 JOSRPH„1 ,and, NORA P�F.LOTTERON RETURN BY MAIL TO Ga>-,y-1''F. Olsen, Esq. Slander r of New York Boa d 91jide Underwriters bistrlBUldd�Y`,t' ' P.O. Box 7 0 6; Main Road I}, I",ommonwealth Cutchogtue', 'NY 11935 Lind Tit�e Insurance.Company I , t IY. -• ,; af.�. � i YaNi ;wr- !n -. l i ° ,i:i Ja. +I ti��' -0 t f •S�� t'( A I ,1 j.f 1 � ��' :, 14 - f ),, a�Viit 11,+I, I, ! ! `ill's} <l' 114�{f 1,7"firs w �.NTtit 1JG ,�ty1i W.�II'IIt N�a !� f1Z� G ;ttJ1Y 71a d +�:.i;-I ',+I1�f' '.II' + II. •fir' ��, 7,p (i�r73 �,f21},s� 1 I ! 4" -�•, i 1 1 thJjl i� iyr '''II .i .4" N 41a11+':: In iI I BUILDING PERMIT EXAMINER CIII{1CKI,IST *Date Submitted,RO k *Date Reviewed?I %�7 ►pplicaut- � ~��"� �/v�y Owner: -�Jd k (= 0 Gr)l ►rchitect/Engineer:Q61A 11 Ljj,-Q Estimated Cos:7, ed'1l !CTM# 1000- u- - i �} '( Subdivision: Zone: Conforming? 'ro ert, Address: S1 City:P 5 S C(Wua4�& L Y Pre COs. luildiug Permits (Open/Expired): BP /C/0 Z- Info BP -Z/C/0 Z-wj"v[�, Info:_ ' ;P -Z/C/o Z- Info: BP -Z/C/o Z- Info: BP -Z/C/o Z- Info: single& Separate Search Required? Y or N Determination: :EQ. Lot Size,:)40()bD ACT. Lot Size:L{ 5 -, g REQ. Lot Cov. ACT: Lot Cov. ;EQ. Frotit�_ ACT. Front_�REQ Side FACT, Side REQ. Rear PROP. Rear .1✓ ;EQ. Height . �� ACT. Height 'roject Descriptiou: its Lt) (y(JyjSj&C/-/0( Vaterfrout? Y r N? f yes, sate ody: C,)ejTA Patielft6b2qF lood Zone: Bulkhead/Bluff Distance: 1DDITIONAL APPROVALS REQUIRE,D Q' J� /� iuffolk C'ouuty Health: Y or N - If yes, *Bed#: *Date; U // //aperillitg: /9401 xrowu Septic r P - If uo, certification required: Y or N Receive : Y or N By. ,IYS DEC: rar-orC 9/1/7 Y r N - Datc--7 Z /'v Permit #: wy'o 00 or NJ Letter — Notes: wuthold Trustees Y' or N - Date: 120 6 Permit #: or NJ NJ Letter — Notes: Southold 7—BA: Y ci, - Date: / / Permit #: — Notes: Southold Plaming: Y ot0 Date: / / Permit #: — Notes: Cowu Landmark C of A: TE: / / *NYS DE Compliance (page 2): Y or N votes: ��(}L �+' S-�'0rnqSQ�P�'{�7'Le Fee Structure: Calculation, L �� lFeo �� - I ndaIi�,n: �3S'7 I SF SF)- SF)= SF X $ , 40=$ /.do First Floor: 7 / SF � / + Initial Fee: $_��Lop Second Flojr: �� ZZJ SF;J�'' + Additional Fee (4' ): $ SF 2. SF)- c, SF)=�3! SF X Total: SF + Initial Fee: $ d + Additional Fee $ TOTAL: $ S �j/ U NEW YORK STATE CODE COMPLIANCE CIIECIMIST CLIMATIC/GEOGRAP^ HIC�BSIGN CRITERIA: V Ground Snow Load: 45 Wind Speed:, 12OMPH Seismic Design Category: B i Weathering: Severe Frost Depth: 36" t Termi-e: M-H t�cay: S-M 9� jDesign Temp: 11 jee Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIF ATION: S HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: -�ADOCtA- DESIGN CRITERIA: ENGINEERED/P SCRETNE FULL FRAMING DESIGN ELEMENTS: HEADERS: YIN WALL STUDS: Y/N GI1t.DERS: Y/N CEILING JOISTS: YIN FLOOR JOISTS: YIN ROOF RA['TERS: Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS• /N LIVE: Y/N DEAD: YIN SNO\�,: Y/N SEISMIC: YIN WIND: WN WINDOW AND DOOR SCHEDULE: MISSLE TEST RE UIRENIENTS:ON EGRES S 5.7 `. {.: YN ti LIGHT 8% /N VENT 4% ICI NAILING/CONSTRUCTION SCHEDULE:►YAM MEANS OF EGRESS. ON PLUMBING RISER DIAGRAM: Y LOCATION OF FIRE PROTECTION EQUIPMENT: YIN TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALLS Q/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) Authorization Letter I, Joseph Flotteron, owner of the property at 595 Clearwater Lane, Cutchogue,New York, (SCTM# 1000-118-02-14.1)hereby authorize Frederick Weber,Architect to act as my agent and handle all necessary work involved in filing for and obtaining a Building Permit from the Town of Southold. Signature: Sworn before me this day of August, 2008, Notary: Notary Stamp: SO�lyQlo Town Hall Annex Telephone(631)765-1802 54375 Main Road y �r Fax(631)765-9502 P.O.Box 1179 G • �� Southold,NY 11971-0959 �Q �yCOUNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD March 15, 2010 Burger Construction Inc PO Box 934 Cutchogue, NY 11935 RE: 595 Clearwater Lane, Cutchogue TO WHOM IT MAY CONCERN: The following items are needed to complete your Certificate of Occupancy: Application of Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$25.00 Final Health Department approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. Final Planning Board approval. Final Fire Inspection from Fire Marshal. Final Inspection from the Building Dept. Final Landmark Preservation approval. Building Permit: 34152-Z New Dwelling =J J���e�o� SURVEY OF 4 ° LOT 107 R°A��" AND 112 OF CLEARWATER LANE IN =soy Q�~�P� AMENDED MAP "A" OF NASSAU POINT CONC O�y.ka MON ow; SITUATE / CUTCHOGUE, TOWN OF SOUTHOLD ®y SUFFOLK COUNTY, N.Y. unuir POLE SURVEYED FOR: JOSEPH FLOTTERON III NORA FLOTTERON FM# 156 GUARANTEED TO.DATE FILED AUG 16, 1922 JOSEPH FLOTTERON III NORA FLOTTERON TM# 1000-1 18-02-014.1 TESXry ®� T/1 McD HOLE DUG BY NOTE: �A'/1) �s ) ^Q SOUTHOLD GEOSCIENCE `-/ \ UTILITY SOUTHOLD, N.Y. 1. ALL EVEVATIONS SHOWN HEREON ARE IN 1929 NGVD. POLE ON OCTOBER 13, 2006 2. THE ENTIRE PARCEL IS FOUND TO BE IN FLOOD ZONE 'X" BASED ON FIRM MAP NUMBER 36103C502 G. S 41°32 ioo"C G Y ORIGINAL GROUND EL = 14.5 L RE BROWN SILTY SAND SM OR 1.025 ACRES. ' ONC MON CONC MONO I.-, cl O) N 0000 N (c) coNc PALE BROWN FINE SAND SP MON Z UTILITY POLE 10.8' WATER W 00 �S w a� N U3 y� O 0 oL l CN WATER IN PALE BROWN UTILITY I— FINE SAND SP �OLE O J 16.0' W Za —1 17' EXISTING LY CESSPOOLLLJ O 3 O U Lf) EXISTING WELL IN RESIDENCE O 0 ��( ONG 4) PIPE' PIPE l<VV w C) ao N ;• CONC MON PIPE c Nc .0 J S g0 M N .... ••. •• \N�. AREAS: \gyp,\. \�1� 0& 1. TOTAL LOT AREA = 44,785 S.F. OR 1.028 ACRES " 1,5 0r005,� 2 2. AREA LANDWARD OF WETLANDS DELINEATION LINE = 44,690 S.F. OR 1.026 ACRES. N 62°12 06 W RAMP EN'00 01 3. EXISTING LOT COVERAGE OF IMPROVEMENTS = 1,859 S.F. OR 0.042 ACRES, OR 4.15% 38.27 g 4. PROPOSED LOT COVERAGE OF IMPROVEMENTS = 4,226 S.F. OR 0.097 ACRES, OR 8.837 FY 00 SURVEYED: 14 NOVEMBER 1992 UPDATED: 24 OCTOBER 2006 SCALE 1"= 50' AREA = 44,785 S.F. OR 1.028 ACRES GUARANTEES INDICATED HERE ON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY - SURVEYED BY _ IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY, STANLEY J.' ISAKSEN, J'R. LENDING INSTITUTION, IF LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. P.O. BOX- 294 GUARANTEES ARE NOT TRANSFERABLE TO N*FK . 11956 ADDITIONAL INS77TUTTONS OR SUBSEQUENT OWNERS. 6UNAUTHORIZED ALTERAT70N OR ADDITION TO THIS SURVEY IS A VIOLATION OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION.LAW. 5. 05 Nov 08 LOCATE POURED CONC FOUNDATION. COPIES OF THIS SURVEY MAP NOT BEARING 4. 16 AUG 07 MODIFY DRAWING FOR CLARITY. LVEYOR THE LAND SURVEYORS EMBOSSED SEAL SHALL 3. 19 JUNE 07 ADD DISTANCE TO WATER MAIN IN NASSAU POINT ROAD. NOT BE CONSIDERED TO BE A VALID TRUE 2. 14 JUNE 07 ADDITIONAL REVISIONS. YS L i c. N o. 4 273 9 2 R 4 9 4 COPY. 1. 1 JUNE 07 SHOW PROPOSED ADDITION, SANITARY, WELL, DRIVEWAY. ExcA lATION INSPECTION REG1L;{RED Abandonfient of existing sanitary system must be Id -- FOR ISANITARy SYSTEM eomformpnce with department requirement Submit �v 1-� �T�I �� �ogT p I' MIN. t 2'MAX- E �4A,1 CONCRETE LOCKMG CA 7 E10X r 1 carnptetet form WWM ® as proof. CHIMNEY DEPTH GR EEL+IL.0' IRON COVER SLAB �s TO GRADE � GRADE EL H3.0' 7 _ ONc A APPROVED - - - !W not+ 4 PIPE.I/4'PER FT. ONCRETE MIN.P11 CH .. INVERT O a INVERT COVER �.\ UT1uTY q•(3?!! iV O EL+A.5' '. EL+11.25' '\ POLE e�,an FF HOUSE EL N40 LIQUI INVERT iN O \-\ R �'E•MDN�pP�lPe� --EL\A EL +20.00' "DEPT m EL+133' ^ }NVERT I \- �(p1 •� CZ r FLOW 2• a IEL +10.1 <3> I �'(� Q1ts INVERT O e BAFFLE SEPTIC Oi Outlet LEACHING i I '- HOUSE TANK J 13' MIN r I \-� R /PRDPE�ygAu ; EL +14.V L.) 4'0 APPROVED I POOLS I \ �R�(1 .IG N ' PIPE,1/8' PER FT. (COLLAR I t!\ -\ }�' MIN.PITCH i (4' Effective Depth) i S l R w Iq ,�\ i60T.OF POOL /" G •� iEL+L.TS' 4N) i EL 12 q L � A�1��'O \\ kV�• g•_O• I I Do. i CONc. da G N 10 \ L________________ _____. nON / O GUY \• /� ' PROPOSED GROUND WATER `'S �• i( POLE SANITARY SYSTEM EL+3.1' O,CONC �� PR OPOSED BEDROOM SINGLE FAMILY RESIDENCE p U� �� �t'` `�� ��ry,/� MON i / i \\ NEW F�ECE��/ED 10 �yc yK { L Q i \ .SIDEU/IYL AREp�OF LE ING POOLS �� +4 CCJ =n UJELL OLS.8' AMET x 4'-Qt'DEEP '� (� �y re A� A � (Per Wafer � � 1 \ p /� l are I (Per ?Sabo Z O 1 MEET ALL S.C.DEPT.OF HEALTH SERVICES REGULATION 61 � �I f��J Sp f❑rcadons) A JULa EXISTING SANITARY SYSTEM TO BE PUMPED OUT,FILLED W/ (JI9L?•R dau I / -{ O 'e 3`'G V 3 CLEAN SAND AMD ABANDONED p to WeA i Q! �� B- C� 6 ©19 10 �y� l � \\ H SERVICES Service.' Water a 9 I ;�' / i SUFF./� 14EALT GT SITE DRAINAGE: Ql T i / CID u 1. 4'-L' elo WASTEWATER iH AREA VOLUNE(Re wc& DRAINAGE STRUCTURES VOLUME(Preis" _ / / i Grade IT9p.) IAP� H../Gerepe 420L d x JL'Rm=LT3 d (3)8'Dm.x 4 N ✓ L93 d �9y�•� \ `E 1 % jN I / 150' Radme _ ,�Y Or-FL`METH Packs/Decks Dare Top ITreflx:�iv G yP _ /• r• / to Sam �fy flp \yi-, t f! S'� LJ.- A I / UFt°OLFI.�dUt n ,. �v'fECN E®R I __150' Radius 1 n g� e ,li` [- p �aa Hams,Geraya Root aid Cwared/U oat Dects to bare Gutters t Leadero \°� Min. - to Well J % / ©r c� r-Orz N�r�� ,Y't��3� Cmnr G to Urderyraad Drae�ge Strctares R4P•) 4i+�P �Ceaefuri �1` - I_ // B-�R�dA.0 t e gnl�.a7.r �i L`-i v:-• 8 Dom 42 d Dols !_ -=--------------- --f / - TEST HOLE O G BY �ti�P:, c ta:l B Regp 1225 d/R d Heo�t ,'i / McDONALD G SCIENCE EXISTING \ AEYAIQDON O EXISTING / eL IL SOUTHOLD• N. CESSPOOL �iF fit' • oSJ4f§T1NG UC�'RgjVEWAY / ON OCTOBER 2004 .�ms'�'-•���• _ "'� EXISTING WELL O4• / ;i.r __j/j-'` - - "'�` D•�®� IN RESIDENCE /DOLE CONc 0 �r� If POLe !; I / 1 MON ORIGINAL OUN EL - 14S //' / PI / ' /uTni tI, a(L��L pii. • '��((���\y i j '' POLE Y R2'`^' V� ?o Clean,f- /Ju / L�R�tl tEu G to.ALiti' ,:.� 9 OF PrePP'0VAL Cane F + % i /} •e^ e� �i t O / Rased Ul ete/' % C*A-VEL --_EL 18 gr tl v"REq 4 I..,f't�Sti��� i T-E�OI ESIDENCE ` wry r S G•► t1`+� _ 695 GLEARWATER LANE EXISTING SANITARY SYSTEM \�ry %'' / r• - / � e=f" , y- Le ® (iVT(:��iVE NEW YDRK TO BE PUMPED OUT, I! / '! - l IB�• '�,j / �Iq_ ' BACKFILLED WITH CLEAN SAND ,` J AND QX ABANDONED ,' '-'�, ' l Dry ` / // \® IG- \ PALE/$ WN FINE SAND SP ALL CONSTRUCTION TO OCCUR IN FLOOD ZONE X I 00' TID L \ �A) /1./�- % IfEST Rnrrg 9p•)% / PIPED f WET/ SET CK / 'Septi � e',•'HOLE %' PROPOSED /•�..... - -EL 20 O G�'� C Q(H(�1es 8 ---,__.EXISTING CONTOUR -Tank ql' ' GARAG6•'••// 1/ H�a0), J 8 —RESTORED OR NEW CONTOUR '+-o -3 EL-181• /$ \�� �` �� 8 •••k••-REVISED CONTOUR 'Rnore �'i�Gr�pey A`• +ti�`$C¢ /f9O O• TO� IQy 0 -h -- •`\ on !/ `�. !, _ `• // 6`< EL+3R1' 10.8' WATER �R E ; i 1 / PROPERTY OWNER: de F(� ; l' A // JOSEPH and NORA FLOTTERON �t %'r °',e Op Stare Ratemng WtC`� �,i Wd!m Gradc FMi 154,DATE FILED AUG.IL•1922 HiOs�e e�� �c:��.S LOT 101 and 1/2 of Clearaater Lone M CON e -- e/M' TOUR ; OE mT,c< /' +� AMENDED MAP'A' of NASSAU POINT sox \ \ `r ?OOoPt, / �O SITUATE:CUTCHOGUE E ♦�<< ` _`` 'o'+, '�o G '•l' +)�� `EL 20 � TOWN OF SOUTHOLD PIP 1 T p , ry SUFFOLK COUNTY.NEW YORK �\ -`\`�` O ��`� _ 'c7°� �',•�_`X'• % •••�k SURVEY INFORMATION: O \� �"s" tom, ~, /.--.ash"- WATER IN PALE BROWN PO BOX 29iKNEW S FFOLK SURVEYOR C N �'�\\ 7 6 \. -q �'' ��- /*IC�� R(/g CIT� �� p *' NORTH SURVEYED:NOVEMBER 14.1992 . -_�-- - -' -EC /L �J 1 f�1�l FINE SAND SP UPDATED:OCTOBER 24.2006 3, 3e?�?, ��b 'ao9 � �q ELEVATIONS ARE REFERENCED TO N.G.V.D.of 1929 DATUM •?7 Off+ �� \ G�`��%� ' E EL/•� C.`'� C ENTIRE PARCEL IS FOUND TO BE IN FLOOD ZONE'X'BASED ON FREDERICK WEBER, ARCHITE �5� K FLOOD INSURANCE RATE MAP NO.3(.103C502 G Qk/? 41 EAST MAPLE ROAD (vim �QCC. �• j 5CTM6 1000-N8-O2-14.1 GREENLAWN, NY 11140 Q LOT AREA:44.185 S.F.(1.028 ACRES) �av�o t N 75 Og3� "------ __e4 a RevlsedNJULY 25 2008 k a� n Ir 4T Tip 6y ` `Bk g I of 2 ly o Fk oF�N415L T�ANo 7p SEE ATTACHED SPECIAL COMDz:ION L +4 off 0)V Z 7 NT Bf'ouN04R ��56g G 00 /NC, Y q OF NEW�Q GRADING PLAN di`WOP PLOT PLAN h a i tool ' i Exp\) / / I 1 1/2"0 -Water �, / 'l1n yu I / P / / SerTiice. Bury $� i r / i Exp ) ! -iV Below Grade (Typ.) I / 10' 150' Radius / Min. ( .�.—• to Well �Leacli►ng f' ool s , ---------- �- / \ ABlAKIDON E lSTfNG / �� 14 EXISTING �� o)�Xi'STING UN�CPA VED CESSPOOL �/ �� I� .RIVEWAY " EXISTING WELL / i . IN RESIDENCE ,�(i 1 /UTILITY /,d. I "-% CONC /UTILITY O / Clean,--I f�l� r out/ eaw ,/. �� �Gias� � 1.frll 1 Stone Fac / / / �'(� ZJZ 0 1 Poured one etc/ / � �� / / ut�•�( +�CO «- Retain g W II / PR.6 LD ICU / q`��® c� �.1�1��- � g�- Top Wail / I Cas'�4�/EL _ ------- - i11 �CVP' ° ° El 5 /. L -��7RIVEWA�'��� 7U/ EXISTING SANITARY SYSTEM TO BE PUMPED OUT. ` ': �' -' IB BAC'FILLED WITH CLEAN SAND / �; `., // / ` r1 4r°d •§�'_ AND ABANDONED V Drainage i o -- ii / 100' TfD L° `' �'�` in /' o„ Ring'(TyP ) / ,mac^ Odra �O� PIPE o i WETLAS �C _ / TEST / I: ° -- EL+13' / 'Septic ,�,`,�HOLE / .�O nm ' � °r °qn°y �j«. - SETS CK , _ Tank ar rr / PROPOSED !• . . . . - - EL �i .�q ,at 5.-tom 91< Y•' PIPE i /� / : ' d�`��' / GARAGE �°° O� emov Block ,LS' Remove ortion Curbing 2%�' : ♦♦ d O ` -- ' of E ng Drrv'eway `. r F O on roperty/ , -S ove�0 / bJ NORTH Re- stablish Grade`/ �$riLkn9;F +19 L+1 / SITE FLA� N fn Area of Extstrng ; �1 / Foundation Using : �' A / /)\Qn-Site Fill % \\` /' emtv9 y©Opp / Stone Retaining I" = 20'-0 !/ O / Wall in Grade D f`101-15 peck S' s t{ISTIAG H 7SE �,_�,� fi fip +18-6 FREDERICK WEBER, ARCHITECT 12' rouR ;' oFc� �� 5��� 1��c� // ,•� �I EAST MAPLE ROAD \ `sa �000,P•. / - 0 pEDgRc C�REENL�4LUN, NY II1�fO EL 20 wc� ��GK R• y/T�o JUNE 1-4, 2001 PIP . . . .. ry Q �o Fa �` Revised: JULY 25, 2008 \ �\ coNc . .\ O �/ �\ FkiSTpO, IJF� `; ; IC �Typ-) < i8 SURVEY OF LOT 107 & .µ CLEARWATER LADE AMENDED MAP "A " OF �i Age o�° NAS SAU POINT �1 FILE No. 156 FILED AUGUST 16, 1922 G SI T UA TE N VERN�D CUTCHOGUE y° EX'St`N 422°� TOWN OF SOUTHOLD MON c 2R' %; 2,°,�" �� ° �� SUFFOLK COUNTY, NEW YORK s ��° ��' S.C. TAX No. 1000- 1 1 8-02- 1 4. 1 / SEPTIC SYSTEM TIE MEASUREMENTS FOR MAIN HOUSE ,�O ' y�FFF� \ °otio�fi` %j �o �O�%p 1 0 0 0— 1 1 8—0 2— 1 4. 1 HOUSE HOUSE �� P/ \ F \\= 44 'F�s o » , CORNER �A CORNER© / �Q� �� S��P o \ s s SCALE 1 =40 / G�9roti o \ 'v� yFgT NOVEMBER 14, 1992 (SURVEY BY STANLEY J. ISAKSEN, JR., L.S.) SEPTIC TANK DECEMBER 19, 2009 POOL HOUSE FOUNDATION LOCATION 25' 62' ° \ w ti��° JANUARY 27, 2010 UPDATE SURVEY FOR S.C.D.H.S. COVENANT OUTLET COVER / 3 '02 o�G� CESSPOOL �� / o0 0o OAP` �� s AUGUST 7, 2010 CORRECTED NORTH PROPERTY LINE 5�P ° I( ti �• A OCTOBER 28, 2010 STAKE PROPERTY LINE ALONG CLEARWATER_LANE- COVER 1 126' 72' � ��� P O ° s- DECEMBER 8, 2010 REVISE TO SHOW RELOCATED_WATER L NE CESSPOOL 132' 64' / a�, ` 3 o� °'S°�y..___ COVER 2 b s — ,e W °• cam° �st ,> 'i'y; a€ �`i i AREA — 40,466 sq. ft. CESSPOOL � 47 N i t .�`��.ti.t"� �.�).+I'•f I.r__r�fc:f '�li' .� .,ir .�ke.iLi ��. e E�:��J 1 COVER 3 112' 52' �^Y 5�y��O o. ° t 'E� 4/ Lrt t�%C)t<is'."RU''o-FF.I.)VQ'0R',',',SFOR, 0.929 ac. r_. 2\ DISTRIBUTION BOX COVER 108' 59' CER TIFIED TO: = _. JOSEPH FLOTTERON III �� o�` 3� �o� //��+ 0 NORA FLOTTERON �t �' y>�Q� yaP eJ „cv °.I,�' i.�%5;s §i-:: .. 1.\.I�-�_�. .__.. -- - 0 O O�.Gp� __ ,. : �5�p� �� l .�ttfi :-,. Iia ,e 1 e e "t� ! e {,i r�=.tS C.+::F;Tti found to t -' / L�,p :�cissfrX ;csV 01T"�il�\L ; � PREPARED IN ACCORDANCE WITH THE MINIMUM Wafter J. Iti9i'o$SCi, Ft. ., '✓�ilv�} STANDARDS FOR TITLE SUR AS ESTAIR SHED Of ca of wa8t�3bf1"G�to Management BY THE LI.A.L.S. AND 9V f�PTE / OFOR SUCH USE BY T td60� £ N TITLE ASSOCIATION. SUBJECT i 0 COVENANTS %: RESTH;CTIOINS LIB'ER Z 6 S 3 Z D( oV- Ste" :: v'UW S o- ��D R ,° �QQ N.Y.S. Lic. No. 50467 /D UNAUTHORIZED AUTHORIZED THIS EY ALTERATION A OLAOR ADDITION � l y \ V SECTION 7209 OIC F THE NEW YORK STATE Nathan `Taft Corwin I I I OF 62° SLA7EIz WE EDUCATION LAW. 2'5 2g 6'�� p/ PATIO �� D LL�� COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor 2 ROCK THE LAND SURVEYOR'S INKED SEAL OR s' '°/ WALL EMBOSSED SEAL SHALL NOT BE CONSIDERED ' o / s°ECF MAY - 9 201 TO BE A VALID TRUE COPY. po N / CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Successor To: Stanley J. Isaksen, Jr. L.S. o pyyQ OS 3� ��IA/ IS PREPARED, AND ON HIS BEHALF TO THE Joseph A. Ingegno L.S. VV BLDG.DEPT. TITLE COMPANY, GOVERNMENTAL AGENCY AND 9 �� o...... TOWN OF SOUTHOLD LENDING INSTITUTION LISTED HEREON, AND Title Surveys — Subdivisions — Site Plans — Construction Layout p 'IS W U TO THE ASSIGNEES OF THE LENDING INSTI- 11��' F�lv ek�N�G4FDS '9O o TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 ON OCT 1jOAI IgNT�Y UNOgRY THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS 0� ?O0S /NC AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 REScheck Software Version 4.2.0 Compliance Certificate Project Title: Flotteron Residence Energy Code: 2007 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 23% Heating Degree Days:. 5750 Construction Site: Owner/Agent: Designer/Contractor: 595 Clearwater Lane Frederick Weber Cutchogue,NY 11935 Architect 41 East Maple Road Greenlawn,NY 11740 631 754-5555 0 0 Compliance:5.3%Better Than Code Maximum UA:950 Your UA:900 Gross cavity Cont. lazing U Assembly Area,or R,:-Value R-Valbe or e.. Perimeter U-FaqtQr Ceiling 1:Flat Ceiling or Scissor Truss 2945 38.0 0.0 88 Ceiling 2:Cathedral Ceiling(no attic) 627 30.0 0.0 21 Wall 1:Wood Frame, 16"o.c. 5364 21.0 0.0 233 Window 1:Wood Frame:Double Pane with Low-E 1010 0.310 313 Door 1:Solid 40 0.390 16 Door 2:Solid 34 0.440 15 Door 3:Glass 200 0.290 58 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 2771 19.0 0.0 130 Floor 2:All-Wood JoistlTruss:Over Outside Air 801 30.0 0.0 26 The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application.The proposed systems have been designed to meet the 2007 New York Energy Conservation Construction Code requirements.When a Registered Design Professional has stam nd signed thi page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specificati ns i c lia ce with this Code. Name-Title Sign ture `GK )30Date � �OFNE`N�O Project Title: Flotteron Residence V Report date: 09/10/08 Data filename: Untitled.rck Page 1 of 4 REScheck Software Version 4.2.0 Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: ❑ Ceiling 2:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor:0.390 Comments: ❑ Door 2:Solid, U-factor:0.440 Comments: ❑ Door 3:Glass, U-factor:0.290 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: ❑ Floor 2:All-Wood JoistfTruss:Over Outside Air,R-30.0 cavity insulation Comments: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials. If non-IC rated,fixtures are installed with a 3"clearance from insulation. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ❑ Supply ducts in unconditioned attics or outside the building are insulated to at least R-8. Project Title: Flotteron Residence Report date: 09/10/08 Data filename: Untitled.rck Page 2 of 4 Return ducts in unconditioned attics or outside the building are insulated to at least R-4. Supply ducts in unconditioned spaces are insulated to at least R-8. Li Return ducts in unconditioned spaces(except basements)are insulated to R-2.Insulation is not required on return ducts in basements. Duct Construction: All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric,or tapes.Tapes and mastics are rated UL 181A or UL 181 B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). The HVAC system provides a means for balancing air and water systems. Temperature Controls: ❑ Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: O Separate electric meters exist for each dwelling unit. Fireplaces: Fireplaces are installed with tight fitting non-combustible fireplace doors. Fireplaces have a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. Service Water Heating: Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: Cj Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title: Flotteron Residence _V Report date: 09/10/08 Data filename: Untitled.rck Page 3 of 4 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature(°F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(°F) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Project Title: Flotteron Residence Report date: 09/10/08 Data filename: Untitled.rck Page 4 of 4 As FRAMINGFRAMINGNOTES: FREDERICK ROBERT I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER WEBER 2. ALL SHEATHING TO BE AFA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD � _________ r--� �, _______________ _Post 2x6 _�------------------� �• ALL HEADERS BE SET 6' O'�IADNBDL'OCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. L------_-_ OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. ARCHITECT I ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL ( 3-2x8 IN b" WALL OR AS SHOWN ON DRAWINGS. Structural Column _— _____ I 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 9 8'-0" O.C. 3000# Safe Working " ' ______ I PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. Load- Provide "Simpson" , I---- ------------- -_ ------------- ==--=- (3) II /8" LVL Hdr. I•I I -_ -- - - Hollow Column Hold-Down 4 I (2) F.J. I Extend Hdr. ------ ,� I I I I L. DOUBLE FRAMING AROUND, OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. l I 1 I to Wall ,� I I I I 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. I •I I. f I �° I j 14" TJI 560, Ib" o.c. I 1 t41 1 I 1 I �� J 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. III I I I L I I ' } I I I 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL I I •I 2xI 1 IQ D.J.,, 16 oc I v I I I I 1 `n I .1 I ; _j 1 I AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. I III I I i III � 1 I •.1.: I O 1 1 I I : III bo I I 1 i 10. PLYWOOD SHEATHING TO) BE NAILED WITH 8D 8 4" O,C. EXTERIOR EDGES AND 6D a 12" O.C. INTERMEDIATE. I III I "Z------------j L-------=------J L------------Xj I > I 'I , \ I•I 1 I •I I E I _ ( o. I I I r I I I 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" I 16 ° ------------E, r--------------E, r-------------'5V, .I D. , I I I j 1 m j fu I I 1 I I \ I 1 1 .1 = 1•1 I OR APPROVED EQUAL. I rp I I !n I I ``� I I j I I r III i 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, I 1 I I u I x I o ^ III : I•I GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS I I •I � i I I al I al I III 16: III I I I U o 1 I o I I I •I �: I SHALL BE REQUIRED AT ALL_ LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR I 1 I I U I I I 1- 1 1 `I 1 \ III �: � III : I •I I PERIMETERS, HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. I I •I I � 1 v` 2' Cantilever D I I D r I 3 1 .1 0 \ 1 1 I n > 1 I I I I I I r 1'I I A 13, ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS 12" O.C. 1�{ '� } I 1 to Support I _ 2nd Floor ? I 1 ?I I I '1 j - i I i III I '°'� 14, PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. I I •I - `r I > nz I I 14 TJI 5b0, IC o.c, a l I O I I I x III I I I I (1 x� — u u 1 I 'I III <JJ I I I1 r j _ u l I �I I ----------->-j .l \ III = I I I - ----------- ------=----- I NOTE: MINIMUM HEADER SIZE ON IST FLOOR TO BE (2) 2xIO ----- _� I � I• I I — -------, r-------=---- , r------------- I I •I \ I r (6) 2x6 I I 1 1 ao } III I III m m i X Post i i i i r iIi m iii iIi i OLI I I I I 2x10 R.R.., lCoc I I I I `� I I I I cal I .I ; r 1•I 1 I III 2x8 C.J., 114" oc I I m 11 I I y l Il I - III I I I I I•I I I III I — I I I I Extend Hdr. m 1 1 (4) 2x6 I I 2x10 R:.R., 16 I I I I III I I I Post I I to Wall I III j I I I I O 2x8 C.J., 16 oc O is 1Il I ----W.44 (3) II 7/8": LVL Hdr. --------- ------=------ I I r_13) 0 I Hdr. I 1 :II: III I I I I I 11: III I t ' I I I 1 �. . J rl I I [D:II: J 1 I I 14" TJI 360, 16" o.c. I r l •I I O > b7 1 1 � 11 } IJ �I...................................�.. ..........................I I } 11 .........—I..I I.I.......................................................... ..........I ....................:.................,...I.i.. ....I ..... .................... ................... cil I..I............�•I I .. .m.. I I � m I 1 . . I LI I I :II; ao III I > ��I � I I i�-:II; � \ 1 •I _ III I I r III (4) 2x6 v I•I I Post II1 I — x (2) M" LVL Flush Hdr. `V I•I ---- J ———————————— ————————JL————=IL_------ ———————————————————— 11 I -------------------- LLW 1 ��v_ 11i 1I 1 I 14 TJI 360, IL" o.c. .. I r.l I � I DRAWING TITLE: (3) 2x1� Hdr. 1 I (3) II :8" L L Hdr. .7 = 11� I ---- — ---- - II JIII iii I I ....... ini I D).J. III ?I I III i n i I , STRUCTURAL � n1 �III - n �� � I FIRST FLOOR oc O III iIi `4 iii \� . } III I ----- --- — — E \�L �. . 1 — --- — — — �p As \� - I I v �C" � .�. . � III I _ �' I ----------' _ D R7 t (rid 1/8" LVL Hdr. ��p r JOB: _ I LVL Hdr. - - --- �� (3) II 7/8 LVL Hdr. (Drop) -_-_-_— -'�+i - ............ Lam== - - _ _ to p PS- �_———__ ———— m1 r»r _..__ — �`+ cv�u i tows°sotsc�otol FLOTTERON RESIDENCE \\-——.—————————-————————, I iii ii ii till rr< (2) IC 7/8„LVL w/ i 1 545 CLEARWATER LANE r CUTCHOGUE, NY 1 III 1111 rill! ) 1/2„ xll" r I I I ro ) p LVL — — — — TOWN OF SOUTHOLD ul i �ri _ LVL - _ Hdr. --___fi'. C n : SCTM 1000 118 02-14.1 - III "-�J __ - _ ! 1 Drop f__=_ _ -_�c.' Arjron » _ T 1 I x 1 a 11 !r ___-_ _--- r l A l r (3) III/ I - - (3) 9 1/2„ - - 'M 8 -_-_ V L i,r L Y (Dr ——_ ____f____ — Hd� _ _ ARCHITECT: _j (3) 9112 _-- _ L, l I i i cur -� __- _ u : r r » II (3 l _ t�?_�VL Hdr _ H FREDERICK R. WEBER 2 R.R.. 16"oc, iii — L._�. n .. 1» - -_ a ----_ -__ _ !r `�' t=_) Il 7/8„ L r 1 T T—____ __ _ — 1 41 EAST MAPLE ROAD — —r— 1 j 1 l j r __ l GREENLAWN. NY 11 140 T VL F J 1 t l . . . . . . . . . . . . . . . . . . . : : : : : : : : : : : : : l : 2:x10 J.. 16" o iii O I r 11 rrr .......................... ................. ! !1 ) 1 —________ 1 1 i 1 7 l + I 1 52 NOYAC PATH r r 1 l t I — WATER MILL. NY 11914 ° rr ►� r rr f 1 l j r r .O� l r I— i 1lr�l Pt M .............. U > 111 l --___ — — w l If 1 0 ►rrr II 7/8„ T J —— j _ r a __ (3) II 7/8 I TEL L31 154-5555 — _ r » r r 136Q..t6" L~ --- 1 j l = __�UL F I rr FAX 631 2LI-1084 ac.. —____ _J ► l LO j �rL j L——— __ rr th SEAL, ._ ,q _ oc.. ,Q• - l 4, l�,cK V V r X o i It 0. —� r 2` !")' .T.JG.36 1 l x Cell �, '—' I ( � j a r �(� t. 00 4' �L (FIuSh) Il r` 0 j j... O j _O r B L———————————————————————————————————————— — — __�, .. �.:.`_ » r+ j AS k j (3)_l g-_LVL (F » +r rt r? o II 7/8„ TJI :3 O ' cv {� �\ x �- _ ►r 1 6O 16" oc j `r! m r MBR Cl FEB 5, 2009 z:zl3) � t! "j i Gar. Roof JAN 2 2009 ____II 7/8" j 7/8„ TJ! N : r Misc. Wlndans NOV 20. 2008 __ U u _ ► — ____zz V L >;.J j 36O 16" oc j ! structure OCT 2'1. 2008 ai ° ___ r MR, Wmdow SEPT 15, 2008 Schedule STRUCTURAL - _ __ ' cv �---- - (3) 2x10 _ == j II 7/8„ TJI 3. ! RE V.:T-er SEPT 5. 2008 16" oc 1 O — _ —l _FIRST FLOOR PLAN �� ——�� � ____ — �=_®__�3) II— L vL � DATE: AUG 21. 2008 y I =_ __ __ j I _= __ J. r SCALE: 1/4" C — — zz=L11g zz(flail m Bec _ j ' JOB NO: w200L04 ___ —— _ k oP_Gara-ye � I DRAWING NO. S1 OF 52 ` ' B FRAMING NOTES: FREDERICK A8 I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER WEBER R T 2, ALL SHEATHING TO BE APAt RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. 3. ALL SUBFLOORING TO BE AIPA RATED STURD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD - 12 12 e e TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. -- -- ---------------------- 4. ALL HEADERS C-O" AND OWER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. ARCHITECT ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL ( 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. E. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED & 8'-0" O.C. i I PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. I • I 6. DOUBLE FRAMING AROUND OPENINGS (Skglights, StalrS, etc.) OR AS NOTED ON DRAWINGS. 1 I 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. I 8. ALL FLUSH WOOD CONNECTIIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. W 9. NAILING SCHEDULE SHALL BIE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL ar Iv 2x10 R.R., 16" oc �I 2xIO .R., IC oc AND PLATE. ALL EXTERIOR: NAILS SHALL BE GALVANIZED. I of 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D a 4" O.C. EXTERIOR EDGES AND 6D 8 12" O.C. INTERMEDIATE. U 2x10 C.J., 16" oc o, j 11. ALL ROOF RAFTERS SHALL IBE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY SIMPSON" I N OR APPROVED EQUAL. k I Q 12. ALL PRE-ENGINEERED LUMBIER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND HEADERS SHALL_ HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS x SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR j i PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. ,4 ! I A 13, ALL MULTIPLE LVL PRODUC-TS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS 6 12" O.C. I Al iIfItbo A`l14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. NOTE: MINIMUM HEADER SIIZE ON 2ND FLOOR TO BE (2) 2x8 OI 10 R.R., 16" oc 2x10 R.R.,116" cRooF I C.J., 16" oc J--- —————— / I (Left/Right) O I (3) 2 A 0 Hdr. ! A4) 2x4 I — — - - / I� 1 2x10 R.R., 16" de Ja\�e�o I I I (Center) Pitched Ceiling 7.• I /I = I 10 ---- .--� ------ ------ I \v I I I x 1 _}I I I I F00 lat cx o o I � I N ° 1r Ceiling \'' •. I I / I r I I I I \ I./(4) 2x6 2x12 Lme f Rid - I I 2x12 Line of Ridge _•.—' .. —9 --_. \ —. a — — — — —I— I.�. F- v ~ rnl i \ \I I I O U U /... U "I I I- l I I - I o i OD OD x 1 cv �a\�`� ) \. ! (( > 2x6 IN L------7\\ (F. \I I ! T . __-___- O . O I (\ Ox Pitched x /' x I I I �- Ceiling N \Q /.. ' N 2xl .R., 16 0� o'/�� I = k. \ I g +/ ''' I I I \ y III N DRAWING TITLE: / (_3) II--- LVL Hdr: w (2)-3/4"xll" I. i� - — — — / ! C: \_—— —=---� _-----p I' \ : ` I. I ��0�. I ATI xI \ = i. O R.R. i SECOND STRUCTURAL FLOOR �+ 1 I_ III °` x \ x / ry III 2x10 R.R..I ! I 2KIO R.R.. 16 I> 2x8 C. ..� - 16 oc I I I• x8 J I III I 6" oc / 2d0 \ I r_-- E 2x10 R. x 2x10 R. \ x •. mot- I. ! r � oc Ag �v 16 oc \I6 oc ao 1 t ———__ _ I I \- ! \ _ ? 1 _ Roof _, D X/ Illy N A7 JOB: I ''-- / (4) 2x6 13) II l/6' LVL Hdr. —.—_— 11� -t=___--. --------- x8 _ FLOTTERON RESIDENCE A TI;. . . RR x8 I ' -----(3)2-x o-�� - -- I roc- -- -, 11 I / (4) 2x6 __ _ t 1 545 CLEARWATER LANE ___ CUTCHOGUE" NY OD x 41 x III I v� v x8 �R 1 : .. ................ ...1.... \ II o �y x8 RR 1 _'L`-___ TOWN OF SOUTHOLD R of I u-' �Q�s./ ' __ i__ --- __ SCTM# 1000-118-02-1�4.1 c ed 1/�j LVL �\'S; O Celli O tY v'. a \ lY pe`�'/ ' II II - _ ___ ARCHITECT: TneD + I ti 2 (3) 2 _ FREDERICK R. WEBER dl x10 R.R 16" Hdr. Il -- _I,_, 41 EAST MAPLE ROAD L �., 2x12 gRidge �12 C t,ch O 1 !r oc 2x1p2x10 R. 2 d v rl GREENLAWN" NY II'140 Flat -_ ng u 1 R.R., If oc I II - o _ �-- �. u x � 16 I I II Ceiling ,� ___ o __ Ji N �; ° 1 o If 2x8 CI °c If r 52 NOYAC PATH III _ 1 IG oc it 1 WATER MILL, NY 1191L I....... _ --- __ =° .°; r 1 ►r Ir.•'' Roof �.. I U _ _ '� \. �-- 2x10 1 o _...��....... ........ ?x12 Lme o Q%>Y ___ I Iirw \, o, rl (Typ•) i TEL L31 'T54-5555 -_1 U. .. a.. - rdge aj L 1 __ t ►1 I FAX L31 2LI-1084 I Roof r I II x o�............... . �.. ..... CerlrnEg o 1 u X I ° O x 2x12 xu � \ I / I1 UI 1..... . k ° N �, _ O o ` cv►r-� __- �-r / rr ° I n (x I S �.Q --- ------;-------- I N =° r1 x -. rr o �� / • rr A I I / OIT—— I � ....... ..Q� .. (3) o XII w U ~ 1! . ..... ...... .... 2X6 _ II Fi\ a �'`_ cY11 O I Qi o rl... '• -.`. U 1 �..4 IN \\eJy I / n Pitched ► t1% ° I I Ridge 1 +i0\. - . +\Q - 1�-3 �µ ,'" •_. , . `JF I cy II Ceiling I - ....�. q, 1 1 u U ry /. W W 10 ry 11 vL Contra ous d. \�� �. 1 Ridge ►i cv ;o i ,` ' d z R ---------J- I -�' _ _ 11 ►1 r pee, l2) i ►1 =" '4 :;.;': , B ---(3) 2xl Hdr._(-21--2.x8 -Tw---- \ crtched 0 i 1' - _ I� __ ii I \\ey / L 4 r�VL Cont'—•_tt.� w/ (1) RR Each __- _ _ erlrng x 1 r 1Y --� __ �a �Q �,�J. d� 1 ►nuous►IRrd — -�` Z' '2l A8 Side \\ -__ � 1 � -► I p rYn�' `_ �'` �v �'\' i it geo U S !3) :� ; `� \ R.bof 3 L 2,dQ 1 1 1 x O II ° �`�' +-off.l ii fv '6 Above, 2xb V \ Nul / / __ rq MBR Cl u FEB 5. 2009 ---, ►1 573 m > `-1l II Gar. Roof JAN 2" 2009 _Hddr, r cv II / b -' \ I r ____ m Mix. Winaaws NOV 20" 2008 Ir / 2 �fY rl — _ Structure OCT 21, 2008 k10 R.R. Ir ScBheduleindo" SEPT 15, 2000 ___ Erne oP Over __ _ 1 r 2x10 .r! oc 2x10 \ ri x REV.:T-- SEPT S. 2008 STRUCTURAL _ . hang ITyA ) rr 2x8 �•R . 1�' c u y 1 T., !b„ Il DATE: AUG 21. 2008 SECOND FLOOR F) LAN ��°� � Roof Szdsturd (Uall. ti ►1 !r. • C a be SCALE: I/4" _ ►! �3) 2x�10 Hd rr tlnuotus FullnHerglht JOB NO: 11.4,t _ 11-0 C -__ -1(_ r 1 w200L04 A - Ir u t If I DRAWING NO_ Roof 1 - - 1 S2—_J D Al OF 52 FRA INN NO T'I=—S: FREDERICK I ROBERT !. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER • 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. - iljEBER B 3. ALL SUBFLOORING TO BE APA RATED STUDD-I-FLOOR, EXPOSURE 1, 3/9" MIN. THICKNESS. ALL EDGES OF PLYWOOD A� --� TO BE SET ON SOLID (BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. ------------- 9. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. ARCHITECT I r ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN �4" WALL t 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. ___________ 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 8'-0" O.C. I ----- ! (3) !I 7/8" LVL Hd;� 1 1 PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. 6. DOUBLE FRAMING AROU1`0 OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 14•" TJI 560, 16" ox. i i t� I l I I I �� = iIi 8. ALL FLUSH WOOD CONNIECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL " +' I• I .I f � I I H� , � I M CONNECTORS BY SIMPSON OR APPROVED EQUAL. ..I. .. .. ....., I.I 1 1 I I > I I 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM, ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL i t t I i oD i I i i I I i� : -1 I I AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. . . . . . . . . . . III II \ I _ I I � ' � I I I I � 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 9 �4" O.C. EXTERIOR EDGES AND 6D a 12" O.C. INTERMEDIATE. II I ;' I I I ------------j I-------=------J L-------------1,ll i ! I i t i x___________�� r__________•__�� r____________ c0, I III / III 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" III I I I �,I I -, III I i I, = 1• I OR APPROVED EQUAL. > i m i i 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, -1 III I I GIRDERS AND HEADERS SMALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS IN 1j III ^ I C<1 O I I O I I a l 1 I u I C REQUIRED L� BEARING Q I , iIi SH (ALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4 LVL RIM JOIST SHALL BE REQUIRED AT FLOOR p I I p I I �, t I \ III I I PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. A � �I I > I I � I(� r III III '�` 13. ALL MULTIPLE LVL FROIDUCTS W/ STEEL ELATES TO HAVE 2 ROWS OF 1/2" DIA, GAiV. MACHINE BOLTS W 12" G.C. .-_�I I +� ( I I I I I' I ; I.f A'1 �� ro 1 1 14 TJI 560 16 ox, � I I I.I x 14. PROVIDE FIRESTOPPING� AT ALL LEVEL PENETRATIONS. -- IIll 2+ f I m • —_ mj L------------=!� I \ I)I = III v I r—G8� �1F2�----�., .----------- p --L�ll � I• I I III > IUp�oFt-------, r--------------, r----------- � II I I 2nd Floor I I I I r I I I I I I III ++ I I I I ^ III r� 1 1 ��i \ ' 2xIC7 R.R., 116 oc 2x8 C.J.. 16'i� ri 2x10 5.R., 16"ocm III iIi ' _ I I I I I I•I 2x8 CA., 16" oc I I III ' --(3) II -1/8" LVL H t. I (3) II-�/8": LVL Hdr. I'I .—.—.—.—.—.—. —.—.——.—. —.. . -------------- ------------- lif I II II I I I I ` I I•I �-�/ I I I I I = iIi •1-1� ------- -----J 1--------------J L------= ------- -----, r---------------i r------=----- > I•I �— o I I I I � III � I•I `� i i i i � � `' '•' \ III I I I I III 1-4" TJI 360, IL" o.c. I r- I•I I ........ .................!. ... ...... ............................ :.�.. .........�..t.i.I.......................................................... ..........I. ......... t � iIi ' iIi ' ~ I I I I ~ r ill : I•ILL t I I I x t I I (3) II 1/8" LVL Hdr. I' ------- -----, r—————————————--- r------------ --——————--�' =----- i.i 'I I f I I i i i i i m l II III J I I I I II I I DRAWING TITLE: f3) II -- - L L Hdr. I C • f.--------- ---- STRUCTURAL �-- ��,� STRUCTURAL ---------i FIRST =L0^:' ````•• III • ' ----- f J I nl _ AI rr JOB: ,`� •• III �+ I ' � � �H ttl L l3) II /8_l_VL Hdr_ - -- I--1 ----- '_'1 lU 0 fff (3) It -1/8'� VL Hdr. _ --11L-------------- - __ O _ —---_---_— -- —' ``===_—:: �_ --- FL.OTTERON RESIDENCE ;nl i i i r (3) II 7,8"�V~ ~'-•�: \ c� O ��r ) tie' Stl. — _ _ U CLT�HO UE, NR LANE _ = -__ _ III I I ! (pro �` _ � o �' r 00 cv� TOWN OF SOIJTHOLD LVL pr - __ _ - P Conc, SCTM 1000-118-02-14.1 op) -____ Apron (3)!y� 7/g„ J nt I r f r. LVL (pro _ __ = ARCHITECT: f_(3) Il 7,8„ rr I rr = �_ _�_;_- _ FREDERICK R. WEBER _ _ i' 41 EAST MAPLE ROAD : : : : : : . . . . . . . . . . . . . . . . . . : : : : : : : : : I. - tlf i �.. .... . ........ . .. --- - : - ®r __-L vL fi.J. f! rr i y r - __ __ _ GREENLAWN, NY 11140 III O Iff m I i .. . ~r _ r L_ _` r , r i - 52 NOYAC PATH .... r o r __ r r , r r WATER Ml'L L, MY 1141L LA El r T EL 6311 IS' LVL FAX L31 2L1-1084 360; SEAL: 0 - . `--- 36p..l.6" 1 4i� 4`GK P_ t C 0 III O : : �' �' m. `f ,,L` ou 19. LVL --_ l ... . � :• Yti A, —� ~ ~— `� � t 5 5 6IN L �`o >�lush) : J1:3b0. 16" oc t p U u r - 8 VL F J T / 3b0. lb„ o � � - STRUCTURAL ti � ; � ; 3bo. 16" oc FIRST FLOOR T� I AN` o'I°�, � _ _-__ � �__=®___t 3) II 7 `� DATE: AUG 21, 2008 y _'L E.J. SCALE:zzzz fall , ` JOB NO: C --_—_" Back. P ' wlOv6vi ' -_ DRAWING NO. OF 52 FRAMING NOTES:E5: FREDERICK RODERT I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER WEBER 2, ALL SHEATHING TO BE ,APA RATED, EXPOSURE 1, 5/8" MIN. THICKNESS OR AS NOTED. g 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD Al I TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. 1 4. ALL HEADERSD 6'O"SHALAB OVER I SHALL IMUM OF BE SUPPORTED WILT d DOU3-2xBLE U IN PRIGHTS,WALL 9 0S SHOWN VE WITH DRAWINGS.ILE UPRIGHTS. ARCHITECT 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED e 8'-0" O.C. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. 1 1. DOUBLE UP FRAMING UNU)ER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 8, ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 9, NAILINC SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL 2x10 R.R., 16" oc �- 2x10 R.R., 16" oc AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. 10. PLYWOOD SHEATHING 70 BE NAILED WITH 8D 0 4" O.C. EXTERIOR EDGES AND 0 S 12" O.C. INTERMEDIATE. t 2x10 C.J., 16" oc I 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS. GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS J..] SHALL BE REQUIRED AT A.LL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR i i .. PERIMETERS. HANDLING, 517ORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. A '4 13. ALL MULTIPLE LVL PROIDUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS ® 12" O.C. H. PROVIDE FIRESTOPPINGr AT ALL LEVEL PENETRATfONS. U) Roof O ILy- 10 R.R., IC oc 2x10 R.R.,j 16" c I i Roof I 1 I II :.... I — � v I to Pitched ---- -- --------- ------- ------ J +� ea = II > 11 >x p \ p I / 1 � 1. N x \ X I I / 1 � II I Ceiling N �9 Lin of Ridge \ 1 I / I Line of Ridge= i. 1 U ----- -- ------------------ - / fY I \ I Pitched Ja\\/ O Ceiling / i II / DRAWING TITLE, / (3) It 1/8" LVL Hdr. w (2) 3/4"xll" tL l f]? 1 \ <.` I , _C`7 SECOND FLOOR I I 1 \ -17 2x8 C� .,N 31 16'� oc I 2x10 R.R., _._ 2x10 R_RL, IC o �•o h'ip >> 1�� �T I _ 2x10 R.R.;X�2x10 R. 2xIO C.J.. I6" o . r\ II I 16" o c Roof , / N \ Illm 1 II __ it JOB: / - \ I •��' I (3) II 1/8" LVL Hdr. w (2�3/4"xll" Sti. fL' u t — FLOTTERON RESIDENCE ..—........ T F S°!S CLEARI� TEt� Ll4tJE CUTCHOGUE, NY p o o \ I I I �3) 9 112 '�' u / ' cv L v°'. cjr" ' — i -_L_ ---�_ TOWN OF QOUTHOLD 3)-q SCTMt* 1000-I1E-02-I�#.! 1/� L VL _ ARCHITECT: R oof _ �, 1 cv ° ! `9 / 2 rt f3) 210 _ _ _ FREDERICK R. WEBER x10 R Hdr. I 41 EAST MAPLE ROAD 1 Pitc QC f I 16 ' oc ► GREENILAWN, NY 1111'IO 2 A 0 R.R., — _ . Cerlrned [Y ► t I t 2x10 tR, R'. -, Ib oc I--.—.—.—.—.—� g O 1 I , 14- oc 52 NDYAC PATH _ u o I I ° �,; n' ► t , o r 2x8 C T 1 " I t WATER? MILL, NY 11914 O _ _ �i `° I r r \ 1 r. b oc Roof j u x N :� — �- Lrne _ - `1 II \ i P j I 1 TEL L31 7I�">ii-'a5' 1� —— at -_ °f 2ldge t ! - _ _ u' \ I �, r 1 /. p FAX L31 aG1-108�€ t u Cer,'rng — . a __ ► --2! _ �\ ► !j L/ - 1 /' a - .... ..�..... o O 1 I x _ pOLC' .... .... .... � ' I ry ;° —'ice`-,,`d/ � •'n , / v+ �RF D A13� / , ► 1 = '— K R. F �. r�.�i............. .. 1 t- R, `� \ ' J a\\� v� __` - Q�G���, n �F��'� dge _ N w U _ LL 1 _ 11 ' T L ` ` x i ' it ch _ _ �_ (, 4dg-.._ Ct- B x� Cerhraed O t �'- _, _ \\ea /�\' ' ram✓ y/ 2 1 LVL -- U Al cy , I �� \ o � __.�. �\ Roof (3) 2x1� H _ , I O /\'�I ) N 1 16 oc , 'x REV.: SEPT 1a, 2008 STRUCTURAL --- _ __ - � 2x101R. 16 ` li Roof j 2x8 16 ' .T. - I DATE: AUG 21, 200✓9 SECOND FLOOR PLAN 01A --0C SCALE: (3) 2,fl I JOB NO: w200404 Hdr• � i Roof t DRAWING NO. _J NS 2 OF 52 II 24l_0„ 12,_0„ _5,l 2l_0„ 2,_0„ 3,_5„ 2,_0l, 11 F -4„ 8l, DA;Nr- ��� �- WINDOW SCHEDULE F�EDE�ICK 3, R08ERT I Brick !. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER Area WEBER Flue From : Chimney Taper " 2. ALL SHEATHING TO BE: APA RATED, EXPOSURE 1. 5/8" MIN. THICKNESS OR AS NOTED. Unit Model # R.O. Dpng Egr_ ltjC®CFG B Recreation Tapered 3, ALL SUBFLOORiNG TO IBE APA RATED STURD-I-FLOOR, EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD Room t� Square TO BE SET ON SOLID BLOCKING. GLUE AND NAiL PLYWOOD SUBFLOOR TO FLOOR JOISTS- ® DH302G 3'-O" x 5'-I" IYes 4AI JD Fireplace � JD Column (Typ.) 4. ALL HEADERS b -0 AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. ARCHITECT 12 iz °p ALL HEADERS SHALL ]BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 iN 6" WALL OR AS SHOWN ON DRAWINGS. © DH2626 2'-8" x 5'-I" No 3" 1 0o 00 helves J N p Boo Shelves ---------- -- S. T AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 8'-0" O.C. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS, DH544410 4'-6" x 5'-I" No Stone ------ cn 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. Hearth I I 1 I M ► I 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. D DH3021 3'-O" x �{'-5" No R Il s'3 0 ' OA Above Deck 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 10 I I I I (2• 1: I••I O I I w 2°x „ W I - t 1 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL O DH2622 2 -8 x 4 -5 No 3 1/2"� I I ,m I I I I I I I I I �.. /� /�. I I Bluster AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. ! I 91--- .,fail 11 II M 11 A S.tee.l .t'ipe I I : I 1 I I I I , : "' ► I I/2 c 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 8 4" O.C. EXTERIOR EDGES AND bD S 12" O.C. INTERMEDIATE. O DH302O 3'-O" x 4'-11, Na Column ` II. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" OR APPROVED EQUAL.. O ll ,DH2620 2 -8 x 4 -I No IG EAT: RO M I 1 I L� I I `a- 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-i-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, PORCHI IiA _ I I I I I I I I '°`_, L I I GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS uestonel I Oak I I I I 4L VE I I SHALL BE REQUIRED AT »ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR 0 2626 2'-6 I/2" x 2'-6 I/2" Na I I - - I I PERIMETERS. HANDLING, SiTORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. • I I - � � �I I I I � 1 i I I O I I J W12 2`-0 1/2"x 2'-O 1/2" No '�'` ! I i01 O i- QI i I ► m I 1 `� `ono I I '4 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF I/2" GlA, GALV. MACHINE BOLTS e 12" O.C. 0 A-1 i t �iyl o I i o f I I I ►- a 1 ! I I l i Al ° I I " 14. PROVIDE FIRESTOPPIN(G AT ALL LEVEL PENETRATIONS. C2 = I I 1, 6„ _ 23'=0" I 6- I i 0 i 1 L i i K F %^ 2'-C I/2" Na �� ' - --__.J L.-------______.�J L_---- -------.,-., I I I t l = G DHT3012* x - I -'' ---- , -------=- ---M, r----- ------- I i i i i 3,_0,l 1' 6" No i- 1I OHT2612* 2'-8" x 1'-6" II � 1 Dii Dii 9I'L 1 1 l O I DHT4412* I I I I in I I I I 1 1 $ I I ' 4'-6" x I'-6" No I I I I I I I I I c SQUARE FOOTAGE: jilt, _ „ „ „ b„ b,l 1' 4„ 116,l 1l_4„ 1 161, ,_4„ b„ _ ca. 6,l a- 8._0,l © 2816 2'-9 1/8 x I -6 No �- IST FLOOR: 2111 SF _Structural DropBeam `r 2ND FLOOR: 3221 SF Q I O No TOTAL LIVING: 5992 SF n/ I o n_C t✓-- ------------- K o II o II -a'- i i i�-Column : Pilaster COATS O iy I I GARAGE 900 SF O '�o �- - ``� I I I I (Tgp.) Oal; Z -0 e i i I I a yT PC CH FRONT PORCH: 224 SF (� WI.4 2'-0 1/2"x 4'-0 1/2" No $ ` I I I I b" 4'-0"m b" Bluestone I I oo PORCH IA: 146 SF L00, A Decoraitive Drop Bear L--- ---------J L------------- o - __ I 1 -'o PORCH IS: 120 SF -- 0 2 `�' -' I I _ TOTAL PORCHES: 490 SF O 4020 4'-0 I/2"x 2'-0 I/2" No ----^--------, r--- ---------, r— II � I I I I � I i 2 - Paneling ``� I I o I I F I I I I /� DECK 2A: 45 SF Model Numbers refer to "Kolbe", Heritage/Sterlingg Series, 1 1 I I DECK 2B: 3b SF Double-Hung/Awning/Fixed Wood Windows with K-IKron i t I a (5) Panel 4 I/2" Dn Itb [DINING ROOM o Door (T p.) FOYER Step 0n ido DECK 2C: 44 SF Finish and Plywood Panels for Impact OO E�11. = Oak. ]I, �...I...I.................. . TOTAL DECKS: 129 SF iC ...................................... I......... .... . ..................... ................. Oak.............. ... i.. ... ............ DOOR SCHEDULE I ► I O �, I 1 TERRACE: 368 SF (Beyond Porches) � I I l I 4,l 11,_/„ 61l T j4" I 1 Decorative Drop Bear I I I cn Structural Drop Beam iq 1 I Unit Model 4 i 8 Height I --------- t---- ---------� �------------- ----- --------------- - Width g I ---- .. -------- -------- ------ - —tr ----- : ------ ----- ------------- I LOO A I I I I Column C � I I � `r-- OI Front Door (Custom) I cn I I I I Panelin in Foyer 1 I I v I I I I to 4'- Hgt., U 0 "Kolbe', Heritage Series, T-10 118' x 6'-11 1/31" I I i t Ca This Part Hgt. I I a 2 Y. p Premier nswing French Door, 2868R 2'-8'x 6'-8" (Door)) DRAWING TITLE: O I I I I Structural Drop t`�pam Mall A�b ve Paneling MAiN 5TA1 ° I I Dinin I O Way g , , "Kolbe", Heritage Series, 5'-6 II/I6" x 6'-II 1/32" I ---------- -- - = I � � C 3 Li ----------'___ _ I Prpmt.-r In - �.C. - - FiRST FLOOR --- j Open to �� q,` '' 0 "Kolbe", Heritage ' '8` 4" I Above 12'-I" 6 (Iv 3 _ d„ Craftsman, PA 4982 Series. 2,I8"x86X S"'(Door) i 9 Insul 3/4 Hour Fire Rated „ , �``• L L ____= L ___ Bo 2_0„ 3,_q„ a 1.,. 1'�O 5-Panel Door 2-8 x 6-8 (Door PORCH iB r+ of r r J 3 _0l, 3,_0 q�_6l, 6 "Kolbe", Heritage/Garden-Aire, 6'-0 1/2' x 6'-10 15/I1" Bluestone OD °O O O Pocket o Sim n OD iy 9 ti3. 3,_9 0 Wide Stile Sliding Door, 6068R (2) 3'-0'x 6'-8" (Door') • BUTLER __ '`v - 2_ „ 3 g D „ `. Door, 3 �'-, .Q 2_ „ Kolbe , Heritage/Garden-Aire, 6-0 I/2 x 6 10 15/I16 Oak I i i - _ J 3 9" 6 A7 Wide Stile Sliding Door, 6068E (2) 3'-0'x 6'A' (Door) A t Structural Drop Beam z DW `G" JOB. ��� ------=------ �' -- - ; r0 CLDSST cv OD ;:: . 0. * Verify Operation o ------= --- ___-_ _____________ Oak FLOTTERON RESIDENCE co Se docu i 4 2�_8„ 2�_0„ 595 CLErARW=TER LANE Steel Pi e M E i+ I I r r Porch ~ �f 2 N at r 9 CUTCH.,�sJ�, P:, Column 0 Ln I I 1 r Wall l--ll ___ �' r 2l_6„ O it \ 3'-0" ' _ _ + ► ~� - TOWN OF SOUTHOLD TERRACE r � i � r i .� HA 2 � r P. Cony, A o SCTM� 1000-IIr�-02-I4.I M E oo i' L 1 r r 9' U!r X Apron n Bluestone ` 0 j ...Pocket o r Overhead Qo High 430 ;O - I r � {2) 2e or• 3 +r r r r + ARCHITECT: o ao KIT ; j r 1 9 wide -' r ___ _ Overhea x .+8 Hrgh z FREDERICK R. WEBER � Tile 1 r _ � r r � r d Door r 2'�O" 5' 0" 4'-0" 4'-b" ..2O" r :>? -_ - . _ _ '� Down r r ! ! rr 9' wr 441 EAST MAPLE ROAD r ............... r r ! Overhead po GREENLAWN. NY 11140 __ !� r r ► Hlgh --aL Step . . . . . . . . . . . . . . . .. . . . . Island r m F. _ r ° r r r ' r or r Grad _ I r ra AM( ?' 'R'O u Qj r r ° ' r r ! 1 I S 2 NO�YAC PATH�� WATER_ MILL, NY 11 .It ak �....r.......... ► �, _ r r r 1 1 -__ u r : ; +U �00 _ 1 r r TEL 631 IS-! U' - _ rr Tile _ r r rr ' J FAX L31 21,1-1084 y � SEAL: a�`cti/T o . _ -O O Ref./ I _ _ Up •�'� t------ - it ,. VA ------- OO O -Freezer J t �AG cv e ; < . '�� �c 45°(T�p.) - _ _ a 4„ Door .o r 4„ P �.1.. �`+ : s I n O 9° 12' 13" - + 01 6"k6-'-!O/!O"Ic Slab w/ r '0 rs56� tA-Tt (Parallel to o ; -___ u� 9'-0 !U r v- Rernf-. (Ty ) w(UF �' A pn I ` _ -1 Property Line) o M � U r b„ x Sawc t p p r v- � U I D , o - : ,_ - _ Util. 1'r�Q Y I r Uornts as Indicate x ' ry 8'-O„ Ill_8,l Iq'-8" % - ; ~-~ __ _ Sink r d 0 � C - Dr A D `O a- 3' _ D c: �� p 3 -O,l REV. Z 1'-31, J(_O ��D F 3'-O„ t I T F L ^ �--� F L A NN 0 3'-0" z,_l„ 3-_0„ 0 i 6, DATE: AUG 21, 2008 1_3„ D 1 SCALE: 1/4 = i O ff 1/4 _ 1 -0 C 3-_0„ Re 'arnrng wall in Sack: 1 JOB NO: w200604 9-o I/ °f Garage �o 2 ° DRAWING NO. l l . 3b'-0-- n Ai OF A10 28'-0„ 21-01, 81_01, --- - FRAMING NOTES: WINDOW SCHEDULE FREDERICK R4BERT T-C 2'-8" 11'-8" 2'-8" 2'-6" I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER Area RO EI'� Unit Model g 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN, THICKNESS OR AS NOTED. R.O. Opng E res g 3. ALL SUBFLOORING TO BE APA RATED STUDD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD A DH3026 3'-O" x 5'-I" Yes � Al I O TO BE SET ON SOLID) BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS, O 4. ALL HEADERS b 0 AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9 -0 AND OVER WITH TRIPLE UPRIGHTS. B DH2626 2'-8" x 5'-I" No ARCHITECT ° ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. __ �.... S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 98'-0" O.C. -- - PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. © DHS44410 4'-6" x 5'-1" No LlE-1 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. 1, DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. O DH3022 3'-0" x 4'-5" No 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. m j' 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL O DH2622 2'-8" x 4'-5" No z ILH - O oo AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED, - 7`� 10. PLYWOOD SHEATHINGS TO BE NAILED WITH 8D •4" O.C. EXTERIOR EDGES AND 6D a 12" O.C. INTERMEDIATE. O DH3020 3'-O" x �f'-I" No gR 2 I - - _ II. ALL ROOF RAFTERS S HALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. @G DH2620 2'-8" x 4'-1" No D C 2A --- I O 12. ALL PRE-ENGINEERED, LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS HO 2626 T-6 1/2" x T-6 1/2" No SHALL O PERIMETERS, HHA HANDLING, :STORAGE,QUIRED AT ALL AND RECAD AND TING ION OFNTS AT A COMPONENTSMUM. A SHALL BIEGLE 1 AS PER4" LVL RIM JOIST MANUFACTURERS SHALL RECOMMENDATIONS.S AT FLOOR A 0 - A 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS 8 12" O.C. O W12 2'-0 I/2"x 2'-0 I/2" No A� i M Al H. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS, K� FC2-0 2'-0 I/2" 0 No (' w 2 c DHT3012* 3'-O" x I'-6" No Q I I MU DHT2612* 2'-8" x 1'-6" No Rocof _ _ I EL. i 4'-0„ „ 2'-t8„ b„ Roof O DHT4412* -} - _ _ 2 LIN N 4'-6" x I'-6" No M. BA I - ;'_ =T © 2816 2'-9 1/8" x 1'-6" No ch r 20 �I'_4 I c"'v p N - ® N o C0 ie li ngd �°'l4/� ► Iv I oo / 1 I . SU W14 T-0 1/2"x 4'-0 1/2" No 10 --1y----------------�----------------) �i 2` �a��ej UPP R HALL I I cn TO 4020 4'-0 1/2"x 2'-0 1/2" No O _ I I a F `� Model Numbers refer to "Kolbe", Heritage/Sterlirn Series, Flat. Double-Hung/Awning/Fixed Wood Windows with K-Kron cn- Finish and Plywood Panels for Impact Ceilhng i I l i / 'ail I.C. I I I R D Line o Ridge i _ ' Line f Ridge- I I O - _ _\_._,-ie>_ _ i DOOR SCHEDULE --j I „ 6 18'-2" / L. i �1,_8, I 4„ _0,. I _O„ - / � I I ► S Unit Model # Width # Height �J� O l - i , :� = O - ----------- ----. I I I ---- - O Front Door (Custom) Pitched \/ "Kolbe", Heritage Series, T-10 1/8' x 4'A U'32' - O Ceilhng / i M IN S AIR i _ Premier Inswing French Door, 28b8R 2' 8"x 6'-8" (Door) DRAWING TITLE, C "Kolbe", Heritage Series, 5'-1 II/14' x 6'-Il 1/32' ---- \ 3 � ------- -- "� -- ` �' I N`�'� -� `�� Premier Inswing French Door, 5468 (2) 2'-8'x L'-8' (Door) ���®�® ���®� i O - "Kolbe". Heritage Series, T-10 1/8' x 6'-10 23/32 0 ID I i I Puli r. own I :r \ Rail I - 4 y Q ./ :2 i i A'.'. G'.air I _.,�._j Open--to — - O Craftsman, PA 4982 2'-8"x 6'-8" (Door) 7_� 5 Insu) 3/4 Hour Fire Rated 2_8'x 6-8' (Door) I 3 •0 .0 / � � I r 4 � I �.� � fy� S � O 5-Panel Door - O ens, to TowZr Roof _-L�i - ___ , I = --DEG' 2B A ove\(No loor Abo).e i _ -bKolbe", Herita e/Garden-Aire, d'-01/2' xG'-1015/14' iF G \ \ - r__ --- 9A L VE Wide Stile Sliding Door, 6068R (2) 3'-0'x 6'A' Door) °° \''• I I > a Roo; _- 5"-8" 6" 12'-6" i I b" I'-8" 4" I 1 - _ r !0" 2 _ ° Q "Kolbe Heritage/Carden-Aire, 6'-0 I/2' x 6'-1015�/16` ' 6" 'I 2 _ -7" >q 7 O Wide Stile Sliding Door, 6066L (2) 3'-0'x 6'-8' (Door) JOB: f (� Verify Operation `✓ 3'-9 2'-6 _T` FLOTTERON RESIDENCE _ ''dow G i , _,to 361_p„ 515 CLEARWATER LANE O �"J I `rSeat O o G i r CUTCHOGUE, NY C L� m A/ / `V Wt dow -- -� _ 9-6 1/2„ 3 _0,. 41, TOWN OF SOUTHOLD rn SCTr1# 1000-118-02-14.1 ! � _ - 4„ 2 \ I / Z_ - 1 ARCHITECT: Roof - i o II 8' LAUNpR 6„ � i r _- - _ -- -- Ir�'.EDERICK R. U.IE's3ER m I Y2 -_ _ 2 c ))14ched / 2 L _�{ „ ► - _ _ 41 EA5T MAPLE ROAD p Ll - � � Ceiling, . 1 C•sREEi�LAWN, NY II'140 _ 2a , s i rr 19 �4" rr' o , 52 NOYAC PATH D C 2C Bf 3 Shelves ,gbov - W _ I ' \ r ' ............... 6" Roof r WATER MILL, NY ilg �6 _ e - i of TEL 631 '154-5555 lrt v - �r L!_ R'rd- rr _ _ __ o I \ J 0'_4„ FAX L3) 24I-I08a$ 12,_O„ 1... _ _ _ - -_ \ jL 1 t� SEAL: d/ WFELLj ; ..°0 16"r Q. � . . !.i. `` -- _._.. v- \ 1 a��ey �--_ - �' ��'\ `���K �• /TFo Ridge _i Rid S " h v patched B O owe Al Ro , 6„ 2'-8" i'-1 "f/8„ �\\ R-6 1/2„ °f ,' _ r 6 t0'-q„ r 2 ' r / r n \ Lo 3'--o, I ' r r SQUARE FOOTAGE_ -_ _ _ 3-0„ , r ---a_ REV.: SEPT 5, 2008 _ t r ROOF p r r \ 10'-q DATE: AUG 21, 200E 2 2ND FLOOR: 2546 SF 13,-8' r i r r SECOND FLOOR FLAN ��� OVER GARAGE: 615 SF - rr '^ --_ SCALE: TOTAL 2ND FLOOR: 3221 5F `"'--- /�, = I,_O„ DECK 2A: 45 SF C JOB NO: ur2O0604 DECK 2B: 36 SF _ r r DECK 2C: 44 SF Al _ Roof DRAWING NO. 9`b 1/2„ 31_0„ D Al Of= A10 Roof: FREDERICK r� T °'k r:'2xl0 00d Roof Shingles K E3E1A � /4x4 Lathe WEBER R.R., 14" oc i 1�RC3 iil"ECT 6 2xl R �.. e• c, yP• �� '\ D_J I rrr 2x8 C.J. LA I rrri 16" oc lyr� EXERCISE T ical 2nd Floor 1 `� "�� Top of (2)2x6 E rr 1 Ir 1 yP: I 1 for Bearing of rr Jrl I Height p - 1 I�f��". Gara e Rafters = Hurricane' Strap yir r I I 1 ((2) :Risers 1 I �`�� � Klst�Floor of Tyyppical (Typ.- Alll Rafters) rr rr 1 I I a� /8") in cn 1 I IUaII E. �- I I ............................................ I o . ...............:............ o I - i I — 0 I Pitch Grade 24._�.. I _ Away from \ I House - Existing Grade `i GARAGE j EI +20 to 21 O_ I I Top of Subfl. EL +20'-0 1/4" I L -- ----------- --------------------------- ---1 i -° MI • ---------- ----------------'° I — Typical --------------------- -------------- , Found. J Stab p> Wall Hgt, 1' 0" =Lp+18'f 3 1/4" v in Garage SECTION DD LL I I DRAWING TITLE: S E C I I V ICI 5 -- -- ------------------ r I Ridge i I Ridge Ridgee 12 I Vent Roof: Roof: � I Wood Roof Shingles 9 1/2 _ h ood Roof Shingles j I JOa: b/4x4 Lathe 5/4x4 Lathe I I 2x8 2x10 R.R., IC oc IL" Interior oc. Ty I C.T. 2xlo R.R., 16" oc I ; FLOTTERON RESIDENCE / � 16p. � I R., IL" o I I 595 CLEARWATER LANE ATTkC I I CUTCHOGUE, NY I t I2x8 C.T. "Hurric ne" Strap "Hurricane" Strap I t 16" F.G. (Typ.-iAII Rafters) (Typ.- All Rafters) 2x8 C.J. j $CTM�t 1000TOWN OF �IIS-02-I'4.1 � HOLD 8" F.G. Bat 10" F. Batts- lb" oc R30c, Ty _-- R38c, Typ. S,/ " Plywood I N __------ I I athing to I -' tend over - I Batts F. Top Wall E (Typ.) 0" G. � I I ARCHITECT: R38c, Typ. ISoffit Vent (Typ.)o 6" 14'-0" 10'-8 L" T-0, 8,_0" IFREDERICK R. WEBER 411 EAST MAP' = ROAD t I GREENLAWN, NY 11140 I i I 12 i � BR 4 °D I HALL 2 I 12 �_ -°p 6" F.G. Batts I I 52 NOYAC PATH �' 0 i ' BR 2 I B;,T� R2I, Typ. I I WATER MILL, NY 11916 3/4 Plywd. I I 4 I/2 I '-' ' I I 4 I/2 Subf loot T O ;,Galt'. 14" I-Joist$, 2x10 RR ' 0) 19" oc, T I Deck IL" I-Joists. 16N' 'oc, FAX 311 26 1084 16" oc - Hanger yp• --i I 16" oc, Typ. `^ I 2x10 R.R. 16" oc, Typ. J � D ---- SEAL:� I-Joist o (3) 14" LVL Blocking _ _ I: 4,C� R`cK i I Ix6 T>kG, B>CB Header (3) II 1/8 LVL I Soffit (T ) I' „ ' t °� '`Z^� F cv .........2, . . i,. . - n................. n.................. , „ Header 9P 11} 8 ..........4.y0 2 -� -1.�.,1 •{._ 6 -1•_4 .. ............................. .......................... ... . ....................................... i I'I T - :.................... «, a' (3) Il �/8" LVL_/ 4 w/ (2) 3/4° x 11" I maw, I �:� °° -i Steel Pl. „Bay„ I LIBRARY HALL I i I l'-8" 6„ s�, I.IIle Alcove w ` I FA GREAT RO M ALCO L 1 6 F.G. Batts I I:t Window ( - I I:I 3l PI��w I r R21, Typ. 3/4" Plywd. Seat < i I�I � Sub loot :a I To of 5ubfl. . Subfloor I:I ,- I _I i I p � k-Q- 14 I-Joists, I I Top of Subfl. Zv I EL +20-0 1/4 ; 16" oc, Typ• I I:I EL +20'-0 I/4" 14„ I-Joists, I I, 1 I I:I - 16 oc, Typ. I ,., -------------- ------------------, ---------------------� �o WF Girder WF Girder °� I Reinf. P. Conc. I WF Girder (3) 14" ° DATE: AUG 2!, 2008 I I - Reinf. P. Conc. Slab I LVL F.J. I Slab 10" i i 1 „ I l i i SCALE; I I 10" R. Conc. I I 10" P. Conc. I I Found! Wall w/ I t I o �` - JOB NO: gi2oO104 I (2) # Bars, P. Conc. Q I To Bot. Foundation Walls I I I Cr E L R Found. Wall w/ (2) tx8 Bars, h1ECH. CELLAR HALL I CL. p I I 10" 22'-II" r �� 3'-�," I Top t Bot. Grade� i � � ' DRAWING NO. 4" P. Conc. Slab I I I I I r� w/ IVX6" 10/10 I I I I w P. nc. S a WWF Reinf. (Typ.) 22"x1C " Cont. 10„ ► I Top of Slab lUlwI , x i f T ) 22x10" Cont. ei. I I °i° Plit . Cqnc. Footing °I° I I I EL +10'-0" I !' P. Conc. Footing I L SECTION CC SECTION AA 0,= 1/4" CO ONvc FREDER'ICK ROBERT WEBER I' MIN. t 2' MAX. TRAFFIC ' CONCRETE LOCKING CAST R E DISTRIBUTION BEARING / CHIMNEY DEPTH G EL +16.0` IRON COVER BOX SLAB � 7TO GRADE GRADE EL +13.0' 4"(P APPROVED - ' ' MONO ARCHITECT PIPE, I/4" PER FT. - -. CONCRETE i ��' W PLUMBER CERTIFICATION MIN. PITCH 's INVERT ,xo INVERT COVER ,� POLY 1q'�,3? ON LEAD CONTENT BEFORE FF HOUSE INVERT 0 EL +il-� q EL +11.25 I O '�� N� a�gmer \A CERTIFICATE OF'OCCUPANCY EL +20.00 EL +14.0' LIQUI - INVERT - - DEPT °0 EL +13.5' ;INVERT ; M�N � � - ��' SOLDER USED IN WATER p FLOW - - 2" Above IEL +10.15 (3) - I �.� ���� �'` pQl�� SUr�Fr_Y'S?'STEM CANNOT INVERT BAFFLE SEPTIC pi Outlet I LEACHING i9 I +� (ZOp 55�`� EAZ ELD 2/10 OF 1% LEAD. HOUSE TANIK -v I a' MIN. EL +14.5` (150CJ G L.) PIPE, IP 8R PER FT. ICOLLAR POOLS MIN. PITCH i (`f Effective Depth) i �, ,qq ;BOT. OF POOL ; G �c I 2Or' .� ' bOV ;EL +6.15' 3' ; EL 12� Fi i 10`-O" lf1fN.) CONC* G N -�oLH I I MON "1 0 GUY PROPOSED L----------- ----------------i / 'i WIRE UTILITY �, P a NCY gyp,r E R03.T WATER ; �-d`O ` /./ POLE sl'vti/ v DO NOT PROCEED WITH SANITARY SYSTEM ' � / I � IS UNLAWFUL OFFRAMING FOUNDATION SURVEY MEETS REQUIREMENTS FOR t6) BEDROOM SINGLE FAMILY RESIDENCE CONC / I _ LOCATION i b�, MON / I iJUT CER I IFICa� I HAS BEEN APPROVED. ' �CU�ANCY 1500 GAL. SEPTIC TANK ; I r- ! ,' • Of= `. 400 S.F. SIDEWALL AREA OF LEACHING POOLS ��{G Connect t.e (3) POOLS, 10' DIAMETER x 4'-0" DEEP '00 ( Public Wader leer S1tWA 2 O I � MEET ALL S.C. DEPT. OF HEALTH SERVICES REGULATIONS. I Sp�ffrcations) A p j �S EXISTING SANITARY SYSTEM TO BE: PUMPED OUT, FILLED W/ ISO, Radius CLEAN SAND AND ABANDONED to Well �\ �y/ / // �' I ' // O APP i" VED AS NOTED0<1 , SITE DRAINAGE: \�' '� i r j -I ' // FEE 131 0 BY: U � / i / P;GTIFY BUILDING DEPARTMENT AT AREA VOLUME (Required) DRAINAGE STRUCTURES VOLUME (Provided) .i �'r `� / I i % // 765-1802 8 AM TO 4 PM FOR THE g g ���, i ` xp / 1 !/2"� ttlater 1oF0UNDATION - TWO REQUIRED House/Cara a l3) 8 Dia. x 4 High a/ g , r / FOLLOWING INSPECTIONS: IA.B,C Porches/Decks 4206 sr x .I6' Rain = bl3 cf Dome Top (Traffic Bearing) 693 cf �- /% Ser'rirce, Bury ► / ,r Ex Below I i / FOP, POURED CONCRETE p I Grade lT ) r 2. ROUGH - FRAMING & PLUMBING yp' I / 3. INSULATION oj�\��� / toOWeRadrus + ; / / 4. FINAL - CONSTRUCTION N�LIST House, Garage Roof and Covered/Waterproof Decks to have Gutters t Leaders r / LP2 Min. -- — ` — , Connected to Underground Drainage Structwres (T ) / i / �I'• � / BE COMPLETE FOR C.O. g g yp �Gti % �oo1s I '� TEST HOLE DUG BY ALL CONSTRUCTION SHALL MEET THE 8' Dome: 62 cf / - �� LPI �" ----------------------C'- / REQUIREMENTS OF THE CODIESOFNEW 8' Ring: 42.26 cf/Ft of Height �- / / i' r �� -- / McDONALD GEOSCIENCE YORI< STATE. NOT RESPONSIBLE FOR EXISTING \ AErAKrDON ��''' UNPAVED /ISTING / L �� SOUTHOLD, N.Y. DESIGN OR CONSTRUCTION! ERRORS. CESSPOOL �� �� o B.K3TlNG 11 / ,� RRIVEWAY �. _ - ON OCTOBER I3, 2006 / LL EXISTING WELLIN RESIDENCE O '� /' /UTILITY /•/ - / i '`CONC ORIGINAL GROUND EL = (�f.5 p /d Po I / /UTILITY , BROWN SILTY SAND SM ALL CONSTRUCTION SHALL / / ��' / POLE {D 21 TOWN OF 50117HOLD ZONING: ALL • ;,% / / �� / /' MEET THE: REQUIREMENTS OF THE DRAWING TITLE: 0 Clean1l -` ;' �lJ�L I� // I ZONING: R-�f0 CODES OF NEW YORK STATE. _ YARDS (PRINCIPAL): SITE PLAN / / jj _-- // l FRONT 50' SIDE (ONE): 1 ' SIDE (BOTH): 35' 1 / / REAR: 50' / ;tone FaC �, i ' Pourer nc et /•..'.• ' '-'/. / O / Retpin PROP�31=D -'' ,C(1 , Top t3UaW 11 j•'' / G1 �4-�/EL �• _ / MAXIMUM H �LiHT (PRINCIPAL): 35 , (2 1/2 STORIES) El 5 !•'� / -. RIVEW. 1''� / E�_I$--- • / RETAIN STORM WATER RUNOFF EXISITING SANITARY SYSTEM �� i / ,� j ,' ,;_- •j' / TO BSE PUMPED OUT, ` ••' ''�• / PURSUANT TO CHAPTER 236 BACKFILLED WITH CLEAN SAND / :`/ - ` 1B ;I / / / O OF THE TOWN CODE. JOB: AND ABANDONED 1 \ ;'-'�` �' /11 Drainages � / \ PALE BROWN FINE SAND SP ALL CONSTRUCTION TO OCCUR IN FLOOD ZONE X ' 100' TID L� `� A { A?1Ih % �rTEST Ring'(Typ.) RECONSTRUCTION/ADDITION PIPE ,' ; SETB CK EL+13 - / :Septic ° ,;;;HOLE / / O s �- EXISTING CONTOUR ELOTTERON RESIDENCE '__ /� % Tank ¢II / PROPOSED 20 �,__ >:L+1� GARAGE•• •/ s �-- RESTORED OR NEW CONTOUR TIFICATE ` PIPE �I�DIERWRiTERS CER 5% CLEARWATER LANE /O �O ,� EL AB 18.6' s 8 REVISED CONTOUR REQUIRED CUTCHOGUE, NY UTHOLD Block I }- id O, O SCT(9 1000 II8-02-1�4.1 Remove ortion /��]�Curbrng ��° �' a 4C r 'q `4-- .' of E ing Drrv'emay `: �=e Ali .' on ropertg/ �; move ,�• / .� ,� WATER 10.8 WATER 0 EA n9 1 E +19 L+! EL +3.-1' Re- stablrsh Grade ;`Brick / ARCHITECT: ` In 'Area of Existing �1 / PROPERTY OWNER: FLOOD ZONE 6'oundatron Using JOSEPH and NORA FLOTTERON COMPLY WITrH CHAPTER 46 ��Qn-Site 1=ill .si • • ' " FREDERICK R. WEBER / emo e a O�pO; / Stone Retaining FLOOD �� 41 EAST MAPLE ROAD E�,St�90 ���c� S / - Walt in Grade F # 56 S©UTHOLD DAMAGE ' REVENTION GREENLAWN, NY IiZ�IO D OLISk Deck `, ,,� ,� O � +18 6 M I DATE FILED AUG. IL. 1922 TOWN CODE. IT E _ 8 4 EK BELOtt�`� :^.�::. ' "4 / OO��J `� LOT 10-I and I/2 of Clearwater Lane in 52 NOYAC PATH coNc -- / 12 TOUR =<:ss_:tis c� ` �� r < f- WATER MILL. NY 119'16 AMENDED MAP "A" of NASSAU POINT M O N e::;•...;....;;;::;:::;: ;.�.. : `gyp OD / r -�O 4 � �F-�: :<: :;-: :fi . . 7 O�P , / L 2O SITUATE: CUTCHOGUE C -6 \\ >' 3;::. _r�' ::..::.. ............. •• / nj E TOWN OF SOUTHOLD TEL 631 15�4-SSSS PIP — •. ;;::.;:.: :. g -- :. .Y. :::.: ,, / /''• . . . . ...•' SUFFOLK COUNTY, NEW YORK FAX 631 2LI-108 ' : :<,.. .. .may= `;:.. ;;. :> �P,q SURVEY INFORMATION: PLUMB; NG :;'` ^<•;;. >. ' >..*:;::..... c / SEAL: F STANLEY ISAKSEN, LAND SURVEYOR ALL PLUMBING WASTE co>Nc s \\ �� O ski' ` ::-:.:::::::::>:< 4 ,•::•:::::;:::. r:<::::::::::::::::>::>::>::::>::, ry .)uell ----E� WATER IN PALE BROWN PO BOX 294. NEW SUFFOLK, NY &WATER LINES NEED G - O �i,1, ST�O. < :;::::;:-_ „ :::: <::;:;.:;;>;:;;:.::;:: ,/ IC 9P /8 NORTH F! E SURVEYED: NOVEMBER 14 1992 �1G BEFORE COVERW _ MOrN - z4 �� ;:: ::.:: : <:;;; <:::>:<:;<:;`;.>_<� �__ __ _ N SAND SP TESTI , .,;r:�._r�Ape o,� �,lt.;..::.:::;:::.:;:;:: --' FL )� SITE F L A N UPDATED: OCTOBER 24, 2006 6 ppG ic,- -----_ _ � fi `� , Ire - 20�_�,� 4v y�, �, ELEVATIONS ARE REFERENCED TO N.G.V.D. of 1929 DATUM 38 /.2, - ��� er4o.�ISI-I sr 9• FL `� z CK AB `� ENTIRE PARCEL IS FOUND TO BE IN FLOOD ZONE "X" BASED 01�1 N� 12,E FLOOD INSURANCE RATE MAP NO. 36103CG02 G � ( i ll �'� J� . - _ �C �I2 SOTI"1ARI000-4'ii�8� S IF.1(1.028 ACRES) /4, N 4 u/ FG CERTIFICATION OF" 0o(J T fi4 g NAILING & CONNECTIONS Sanitary AUG 21, 20018 REOUIRED 12' contour pJi1NEUG n 16, 20O6i O C o `4 T NOS N OC A/SU� ;,.4 � � rg g0(1��! D�T J�INE 1���I O� ��Y r ,7 r L (CODES OF — ��� n 2 4S, Y NEW Y c,lf, yE& TOWN CODES JOB NO, �,2Ov S0.4 O O Oo /Nc A AS REOUIrIEC .AND CONDITIONS OF SOUTHOLD TOWN ZB,A DRAWING NIO. SOUTHOLD TOWN PLANNING BOARD SOUTHOLD TOWN TRUSTEES N.Y.S.DEC OF AI FREDERICK 6" 6'-3 I/2" I'- I/2" 2,_01 1 ,}r-Dlr pr_Oer NOTES: ROBERT L O WEBER R.O. Steps I- DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER ` I$ r-------------- - Hose Areaway in ra e 'ifPARALLEL PARTITIONS AND AROUND ALL OPENINGS. Al -- l `v`-----------$ Bib ---------- - - 2- CONCRETE TO BE 3000 PSI AFTER 28 DAYS. 1 _____ _ ARCHITECT G -- - — - -�_- —'---'— —' — — O 1 3- ALL WALLS SEPARATING GARAGE FROM HOUSE r-------__ _ III --- r -- --� I TO BE I-HOUR FIRE RATED (5/8" TYPE "X" GYP. BD.) OStone ! 3 Ili I I 1 4- ALL STEEL GIRDERS BEARING ON P.CONC_ _____J I ,� I 10" P. Conc. Foundation I II " " Offset`�Tu�to -- --T�ear>l, III 1 I 3 Lok- door 18 Ga./ I FOUNDATION WALL TO i-rrtVE -r xb xl/2 B.PL. Reinf. P. Conc. III 1 6" slab w/ it ebars Wall w/ (2) #5 Bars (UNLESS OTHERWISE NOTED) Pass Ist Floor ! r / l Lintel/H r. (T ) I11 ! 1 Top $ Bot. and #'f Hose I : I : Firebox yp' III 1 �� ''•12" oc Each ay I I Bars, 48" oc Vert. 5- ALL COLUMNS TO HAVE CxIO"A/2" B.PL. Bib r' I I Firepplace w/ III 1 ! ( I ! I (Tgp.) (UNLESS OTHERWISE NOTED) 1 l 12 xl2 Flue I IP IO'-101r I ;1b, I 6' III I I 10 4i' 6'-1D" I 10 l b- GARAGE SLAB TO HAVE C'A" 10/10 WWF REINF. 1 I 1-1 . I I Y (`'' III I I I I I PROVIDE 1/2" EXPANSION JOINT AT SLAB PERIMETER. I I I��•, I : III `I a I I I RECREATION ROOM 4" I STOR G I 1 I O ► ! v � In v I ► I I I �- STEEL SHALL BE ASTM A-36 (EXCEPT _ I I I 8, I� o Tile o III 1 I I �" Ledge I l PIPE COL WHICH SHALL CONFORM TO i -I 1 I 3" Lok �Ioor 18 Ga./ I� ! Bsmt. FIoQr - -�III `61 Ifor Sup o t I III 6" Slab u4 Rebars Icy j `• l 1 U I 1 ASTM A53 ROUND PIPE). STEEL WORK SHALL ,o, _ I I I - El. +10 -0 - III I I I Metal : k I I A CONFORM TO THE LATEST AISC SPEC. 1 I 12" oc ach Way I I : l O O _I ill I I Patio :Slab I I A� I s s > I I A� I ! : I Ln 1n III l I ' 1 I 8- PROVIDE FOUNDATION PERIMETER DRAIN TO CONSIST OF O Ti i I_U . : I _ _ n1 I o I LANDSCAPE FABRIC OVER LAYER OF GRAVEL AND 1 Pool Tabl 1 I -iii CCeht� 1 1 1 b" DIA. PERFORATED. PIPE. PIPE TO DRYWELLS. t l� a1 1C1 I 1 ! I I l Glass 15'-O" lass Ii'-4' nl 3 Lo' Floor 18 Ga./ 1 I ! oors __Moors 1 6" Slave #4 ebars 1 I I I I I III 1 I l I I j,11i ��--- 12" oc Each Way0 I W 8 x 40 Ar irder w/ 2x -�'! (T I p III 1 1 ( yrA III l I Deh M '1 W T ! l r- -------' 12 et 3 3 L_-lit III I t ----- _ ' 1 ! �" Stud Wall Around III I I (J�e g 3 I/2" Steel Pipe III l t forRoom Perimeter, Column on 30"x 0"xl4" !I Insulate w/ 3 1/2I F G B R15 P. Conc. Footing III l i I I �•--- l i i I III a l i i t I A q' � l I I I I 1 - _1111 I r I = I I I N I I IID l ,4" 33,_41, �III 4'. Drr I, I�it 2' Orr I 10' ��`` I III V 1 I/2 A GAME ROOM I �k3 Wlndowsl ( I I I -' I (Above) I F- Tile Mill F- I I I 1 I4- Grade)I I Ping-Pong II! q I = I I I I ' x 1 1 V � p 111 q ! ------ -------Q -------- sr III l \\ I DRAWING TITLE: O ,-4� I W 8 x 40 Girder ui✓ 2x6 PI Typ.) I I3 �- - —r— I I FOUNDATION 3 1 2" Steel Pipe Co umn on 30"x 0"x14" 1 �•) I i I P Conc. Footing I D �\ �`4r_0rl �`�\. 15,_411 14„ �10"I l'-0" II'-6" I I ' _6 amP roof r_ Fou -ao 11 `�� `�� ����~ •. ! i J I '� _ 7'~O" all Below Grade 1 .I STORAGE 2 ! �t �• �• ! 1 I T Ist _ °4'': Al 3" Lok- loor IS Ga./ I I _Fl or i i -___- I 6' Slab w/ U11 Rebars I I W 8 x 40 Girder w/ 2x6 PI (Typ.) - - - --' ► -, ► 1 --_ 3'--f ��\ \ � —.—. ..—.—.—. —.—.—.—.—. .—.— �, ``-- I 1 OI ! _ sib 2'-6 JOB: 12" oc Each Way ,,, - 1 j _ Fill ! 8 3 '-0. . ................ ............................. r. .... I ° ;;,----- CL_A CL-g ► _ _ ! 5 _0,1 __�--_ __________-�� ---_ _J nl rr►'�-�� _. 1 —� t r r — — _ ,.2'-0" FLOTTER01d RESIDENCE -' 1 BLF U i i lass 3 3 -� t ,-_ _ _ I C1`RICAL _ 1 ! - _ __ 9_0„ 595 CLEARWATER LANE O II! II! I I `1 _ I I 1 'IrCUTCI-10 GUE NY x I 1 oors III III L_w 8 x 21 Girder 1 CL_C' `` CL 1 _ __ -- - 2'_0rr 4 Ledge Ih ul l►I _ l der y R'- � � r Sup ort of � PI (�ryP•) -'' `� -�---�_ __ 0r, I �' I 11 TOWN OF SOUTHOLD \ p - _ SCTM# 1000-110-02-14.1 etal Deck $ I I -; III > ► ---, -®•.._ ,_ 2-b Patio Slab I I III "- ul I Sev - r--L_ - -- Ice ► ---___ ARCH ROOM III I11 CEL HALL. t 1.1 �. rom we113 1 L - i I Tile u III � 111 The Filter r _ ►-_ ARCHITECT: o q- III III 1 er• -- _ - _ I I - rrr - eat --' �t FREDERICK R. WEBER �41 EAST MAPLE ROAD _ ..... I o 111 Jirll - .... f B mt J 0 3 - Cl� ll it _ +1 GREENLAWN. NY II'i�f0 :::::::: . ....................................... : " III 3 _� . .. .. .. . ....... 4 P. C nc. Slab w/_ O• � Support Wall I I I 6"xb" 10 10 WWF III uil r� 1 I u Q `- 1 _~ ! 52 NOYAC PATH Hold Down l I _ o tl Ir WATER 11915 III l J I ! II F MII I UY 3 Lok- Floor IS Ga./ I I Reinf. (T p.) III Ill I 1 CO Below Typical " I 1 tr Ill °& 6 Slab w/ 44 Rebars In I•- Is ! llndrrc ^� -_ ^^�� Bsmt. Wal! / I Ill E 12" oc Each Way I I I III Irr d- 1' Conc 1 IHeatP O ``T ( I r o FAX 631 261-IOS4 +v III P 3 1 1 t ► t ! I I EL L.91 191-97�g III '...I..... �a t I I III III P 1 ► » 1 t UNB ! 1 0o \�-------- 'll' ---------1 i ilil i 11 - P !1 XC17! ,gvATD i SEAL: �� I n1 111 t r MEC I I r 1 11I ull t IOrf-Fir d 7- P To s ! �,aMif f'oluPtl I I 1 �P` �R �--------------- -, I III lli ! IB Qrler p. Conc Flo r I ! 4„Por B arrrer y ene (_' ► !! ti xc K cyi ---Bb�'I1 I .►� In ill ► ..... � _ I ! COmpacte and 1 1 Q='° �� R• TF C4 i "' L- --------- -III ___- ! I ..: I I Ctravef Under ! Slab 1 1 ((l 8 x 2f ` _ 14C I !r p Co, n 1 I ;�; y;' .�. t": a x ,.. -� trder ° c Slab w/ °° _________________ w/ 9►st—F t /I , J E AI (T9P•� ; ! inf. yP•) wF D 10" P. Conc. Foundation --. A� Wall w/ (2) #5 Bars y- q'-0-- I t I 1 % c3 ,- Top t Bot. and #mot �\ �`__. , � ► (!l g x 21 cw ► kill 1 _ �� . ..I Bars,yP �{8" oc Vert. �\ -- _-��� /��__ �. Girder 2x6 }� u, CL-E 1 1 (T ) �:�J 2� 1 (79P•} I - � t 1 i N U G 8 _0 11r_prr Iq'-8° `--1. _ �� �\ �\ Or1 Ta k Gal. 10 `�p� 3'-0 _ �' wall wi 2j c Foundatr'4 1 " I DATE: AUG 21, 2008 FOUND .141 T 10 N 1 L A N � 2 �1" 3` O" TOP f 8ot, #$ $ars � t ''---, __ P/er w Fou Barg „ . and # 1 ``-- _ Cofor 13 kd o ion walls at 1 j SCALE: i/�r- - i -O 'S- 7,-3" 9P.) 48 Vert. 4 ,s` - _ of mn �TyP ) ta to b 12'Garage f 1 1/4„ = 11-O„ C 31_0,r - __- __ __ to Ret1 T h�k 1 JOB NO: w2006O4 A l `I'-o 1/2„ n Grade 1 � i DRAWING NO. 010) ed.1 J D A7 OF A10 O � 1 2'-0" 8'-4" 1'-41, 8'-4" 4'-01, 8'-0" 31_5" 2,-0" 2'-011 31-511 2'-O" 11-41, ON FIDA ING NOTES: WINDOW SCHEDULE FREDERICK J I ROBERT Brick I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGL AS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER Area �-�-� Flue From Chimney 1211-101, I 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. Unit Model U R.O. O n Egres 1� MER Tapered P 9 g Recreation Square 3. ALL SUBFLOORIN�G TO BE APA RATED STUDD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD A DH3026 Room _ /;� TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. ❑ 3'-O" x 5'-1" Yes A J❑ Fireplace di- = I, J ) Column (Typ.) _00 - = 4. ALL HEADERS b'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-O" AND OVER WITH TRIPLE UPRIGHTS. ARCHITECT 12 is i -1 ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS_ © DH2626 2'-8" x �'-I" No 3" - I oo helves ` �� p Boo Shelves ---------- -- S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 8 8'-0" O.C. Z� I --=-- N I PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. (C� DHS44410 4'-6" x �'-I" No =t!- `�' Stone ------ -� i� I I 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. �— Hearth I I I = I I I 1 ? M I I a 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. D DH3022 3'-O" x 4'-S" No I cw 1 1 I I , i I I Rail 3 O o ❑ lO I 1 I I (2) 14 B � �Qi I I Above Deck 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. I I M 1 I I I I f O I I w 2 x 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-100 NAILS AT SILL O DH2622 2'-811 x 4'-�" No W 3 I/2"� 11 1 1 I I \ iy_ I I B luster 6 M I I 4 I/2„ c AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. S_tee.l .Pipe I I I 1 1 N a F❑ DH3020 3 0 x 4 I No Column 1 .I.. I I 1 1 I I : _ I I - ID. PLYWOOD SHEA-THING TO BE NAILED WITH 8D �' 4 O.C. EXTERIOR EDGES AND bD 12" O.C. INTERMEDIATE. - " ------- ------� — ---------' I I I , o I I iy -- _ -__ - _ ________ I I : - I I 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" I I ❑ Orcll --- -- - --, - , `-- I 1 I I I u, OR APPROVED !EQUAL. I I I t 1 ❑G DH200 2'-8" x 4'-I" No PORCHI I(4 _ I I 1 GREAT: ROC M 1 1 i i " L i I 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-[-BEANS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, uestonel I I Oak I 1 I 1 �'' I I GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS HO 2626 2'-b I/2" x 2'-b I/2" No 1 1 1 1 1 1 AL VE � I I SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOP, HI I I I I O I I PERIMETERS. HANDILING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. I v I 1 A t I ❑ I O r- -� QI I 1 I _ m 1 1 I I `� °p I t A 13. ALL MULTIPLE LWL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS 8 12" O.C. O W12 2'-0 1/2"x 2'-0 1/2" No A� �`► 0 1 i o I l I I 0 1 1 I I I I '�� 14. PROVIDE FIREST�OPPING AT ALL LEVEL PENETRATIONS. 1' " i'. I e -7 I I 23'=0" I i a- o f � i'-G" 1 1 •",4- L 1 i K FC2-O 2'-0 i/2" 4 No --- ----- 00 1I o 1 ---- -- ----Mi r-------=- -- ti i r----- -------' l l I I 1 1 L� DHT3012* 3 -O x 1 -6 No I I I u I I UI Dii Dii i i i i ��� o M❑ DHT2612* 2'-8" x I'-6" No � I O I I I I 1 1 I I ' I O DHT4412* 4'-6" x I'-6" No ' 11 II II II & I 1 1 ❑ L❑ '' I I I I i 1 1 SQUARE FOOTAGE: ' llrl _ 11 611 �, 4„ �,�4„ I 16,1 ,_4„ 6„ 611 � OV_O„ I I © 2816 ' 1D b v 2'-9 1/8" x 1'-6" No IST FLOOR: 2111 SF TI _-_ Structural Drop Beam `� 1 I 2ND FLOOR: 3221 SF ® No t-__ - --- - p I 1 TOTAL LIVING: 5992 SF = O ' Column Pilaster COATS N j j GARAGE: 900 SF R ivo r l 1 I (Tgp.) Oak !4 i e 1t PO CH I I I � ! _ 1 I I I --Oak ni - 1 1 _ FRONT PORCH: 224 SF SO W14 T-0 1/2"x 4'-0 1/2" No �- 1 6" 4'-O"rn 6" Bluestone I I o0 t 1 I I _ PORCH IA. 146 SF Decorative Drop gea - ;' I t ' - ------------� L---- —————————J L------ - ----- o _ _ PORCH IB: 120 SF ------------, r---- ---------, r------------- 0 2 c� ,i I I o T❑ 4020 4'-0 1/211x 2'-0 1/2" No I I F-1FI I 2 = Paneling 1 1 TOTAL PORCHES: 490 SF i� I I — I I i I I t I i i /(5) i i DECK 2A: 45 SF Model Numbers refer to "Kolbe", Heritage/Sterling Series, FI I Double-Hung/Awning/Fixed Wood Windows with K-Kron Pan al 4 I/2" On ItaS DECK 28: 36 of j DI ING ROOM 1 0 Door lT p.) FOYER Step Gradd Finish an Plywood Panels or c DECK 2C: 44 SF F h d Plyw d �' I f Impact I I I V in N 1. 1. O.a.k...................... ..1. ................:...............C?...1...1.................. ..................Oak..........AD . ............_... ...:.. t TOTAL DECKS: 125 SF TERRACE: 368 SF (Beyond Porches) DOOR SCHEDULE l I I a--_ /ll I -1 1 7 I 1 411 llf_611 611 11 j411 II II L Decorative Drop Bear 1 I I N Structural Drop Beam M 1 t Unit Model - ------------ 1---- ---------� t------------- Width t Height I ----- --------------- - - _ - ------------ -------- ----- ----T @Fj) A I I I I ColumnJ I I 0 _ i— I❑ Front Door (Custom) cn I I I I Panehn in Foyer to 4'- " Hgt.. I U "Kolbe", Heritage Series, T-10 1/8' x 6'-11 1/32' m Premier Inswin French Door, 2868R 2'-8"x 6'-8" (Door) L3RAWING 1'ITLE: Cap This Part Hgt.Structural Drop Beam Wall Ab ve Paneling MAIN STAI elL Dr ng C g t �;Wal "Kolbe". Heritage Series, 5'-611110 x.6'-Il 1/32" ------------- IO - - 3'-0" " 3'-0" 8'-6" __ "Kolbe", Heritage Series, r'_ �► 2-10"Va x, FIRST FLOOD ' � 6'-I�23/32A A I O en totiy Craftsman, PA 4982 2-8 x 6-8" (Door) ___ nsul 3/ 1 u F. 15'-8" 6„ :-Il_2" 411 6,_3" I 411 I A ove 12�-I" L _ 2'-0�� T_0„ 5 f 1 ,car , tie Rated 2'-8"x 6'-8" (Door) t '_91, O 'S-Panel Door \l _ :3 . t���. PORCH 1B N �i ;� Ir _-r J J 9l 3 `0'" 3 _ 91_ "Kolbe", Heritage/Garden-Aire, 6'-0 1/2' x 6'-10 15/Ib' _ O Wide Stile Sliding Door, 6068R (2) 3'-O"x 9'-8" 0m) t t Bluestone °D O ❑ Pocket Sirh n _ ❑"i O 4!� " " 9 d" 16 g t t Door, 3° BUTLER' ---t-- _ � 2 , ,1 21- „ 3'-q" t t Oak I -� �° _ 3'- 2'-6" D 1 "Kolbe", Heritage/Garden-Aire, 6-0 1/2' x 6'-10 15/16 DlU J 91 A 7 O Wide Stile Sliding Door, 6068L (2) 3'-0'x L''-8" (Door) Structural Drop Beam I i 9' O 3 _O„ JOB: O CLOS cv ❑D 2,_ * Verify Operation -------- .... o ------= --- -- -- ----- - FT 0„ m 1LOTTERON RESIDENCE ------------- — Oak ❑ „' — „ �_0,1 -i 2117 --__ :fl (Uindow -8 ! -O - 595 CLEARWATER LANE Steel Pie M` O ' j 1 1 + ! Porch 2 N Seat �� ! q'_0„ CUTCHO GUE, NY Collumn _ in I I ! ! Wall O 3'-O" ;'_ - + ► �_ J TOWN OF SOUTHOLD TERRACE i i a r!r H�4LL' 2 O r P Conc, Apron SCTM 1000-III$-02-14.1 M- O ! ! 1 1 9' WideA r Bluestone i I ! Oak 7-ocket 11 ! I Overh a x 8' Hr96 := lJ ! r d Doo ! KIT HEN 1 r l2) 2g Oor' •30!''• r r ! ! ARCHITECT: o 1 ! _ _ ,�. r = O ! 1 ' II 9 Wide x .� - _ - 0 Tile 1 ! - - __ _ �! O r ► r t'erhead D High r FREDEF�'ICIG R. WEBER 2,JO„ 5, 0,1 4'-0" 4'-6" :21 JO,I ! :o --- `` : ry r ! J I Door ! r :o , i... ~- '_-- "-- Down ! r ! t 9 (Urde '°fl EAST MAPLE ROAD . . . . . . r 1 Step Island I ! cq -T `` !y t i r ! Overhead 8 High ! ---„� GREENLAWN. NY 11'140 Door Grad _ i + m _ A�`1( Y R ! 52 NOYAC PATH O 1 i _ - _ : ak 0 -�...I r r t`-__ _ r r r r WATER? MILL. NY 11911 rL ! ro u - I _ - _ 1 10 M Roo _ t_-- I f r TEL 631 15'4-5555 11.. a. fJ•ft�.� - I Tile --_ _ ! r ! \ FAX 631 261-1084 Qj ——— I _ I •tea. OD — ❑ W.p. I ;, ! a : , 'v �° -J _ j _i° SEAL: LL w _� l Li At �000 o ---- Ref./ - Up k �, '` i ------- O O O ------- --Freezer : " LL Pocky' = I Conc �Qj n O 9° 12, 131, `--_ '_ --_ 4 ;° I 4 j 6 k6" 10/1 Stab w/ i A� 1 _l,l 2 -8 (Parallel to _ _ +� 9`01" I+ �' Re1nf., lTy�� wl11F �� A �rr� x Property Line) __ 6" Sa = P Utrl. L,4UNDRY 1 N Joint tas O ntrol 1 �'1 �_ -_ __ -_ Trte r Indic 19'-8" .0 Sink r ry f ID I D 3 On 0-p3'_0,1 21-1" 3 -0„ -0" if= 1 PST FLOnp :�"�: Nil 3'_O„ D 3 6' J DATE: AUG al. 20013 y D - SCALE: 1/�� 1 1/4„ _ 1,-0„ C 3'_0" Re aiming U1all i f3 JOB NO: w2006O4 n ack:of Garage .° Al 9'-g 1/2„ , °- DRAWING NO. n Al I OF AIO 28'-0" FRAMING MOTES: W NDOW SCHEDULE FREDERICK 2'-6" 2'-8" I�'-8" 2'-8" 2'-6" ROBERT I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER Area 2. ALL SHEATHING VO BE APA RATED, EXPOSURE 1, 5/8" MIN. THICKNESS OR AS NOTED. Unit Model R.O. ppng Egres B 3. ALL SUBFLOORING TO BE APA RATED STUDD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD Al I O TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. ® DH3026 3'-O" x P-I" Yes r O 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. ARCHITECT - - ---- ❑i� ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL it 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. © DH2626 2'-8" x 5'-1" No Z1.=, " PROVIDE 2" SPAICE FOP. AIR CIRCULATION IN ROOFS. © DHSI4410 4'-6" x 5'-1" No LdL_ , 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. I1. DOUBLE UP FRAMIING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. @D DH3022 3'-0" x 4'-5" No 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL.9. NAILING SCHEDULEE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILLDH2622 2'-8" x 4'-b" No AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. - N 10, PLYWOOD SHEAT-HING TO BE NAILED WITH 8D 'a 4" O.C. EXTERIOR EDGES AND 6D a 12" O.C. INTERMEDIATE. O DH3020 3'-0" x 4'-I" No BR 2 I 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" DEC 2A ( - OR APPROVED EQUAL. O DH2620 2'-8" x 4'-1" No 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS i O 2 — SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR S 2626 2'-6 1/2" x 2'-6 1/2" No A PERIMETERS. HANDLIING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. 13. ALL MULTIPLE LV(L PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS 12" O.C. 0 W12 2'-0 1/2"x 2'-0 1/2" No Al CIE) A� 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 26 KU FC2-0 2'-0 I/2" No f -i L DHT3012* 3'-0" x 1'-6" No _ N O Roof O - I ," O _ CL. I 02'18- DHT2612* 2'-8" x 1'-6" No 6 _4 4„ `" 4,_0„ 6„ Roof 2 LIN N NO DHT4412* 4'-6" x 1'-6" No � O I I 6 cv BA o I r- I -� © 2816 2'-9 1/8" x 1'-6" No vm - 2 II -4 °° N o 77 T 2` I � F i No Pitched \L I 101 ip / I I SO Wm 2'-0 1/2"x 4'-O 1/2" No Ceiling d//� I Iv� i I I , \ � ---------------------- --------------� N c \ I 2 a��e% UPP R HALL I I u� O I I � 4020 4'-0 I/2"x 2'-0 I/2" No \ 0 i I I z Model Numbers refer to "Kolbe", Heritage/SterlingSeries, Flat _ \ I I / I I I Double-Hung/Awning/Fixed Wood Windows with K-Kron Ceiling Finish and Plywood Panels for Impact �� �` Line o Ride I I'/ I Line f Ridge 1 1 F R - - - - -_ - - -. g— — _Him - - I - - - - [ DOOR SCHEDULE --� m I I I io \ i i I � — I p I I = S Unit Model '$ Width t Height m , I \ I �0 O -T-------------------------------- II I I \I I .• O O Front Door (Custom) Pitched ja/ I j j\ j \ Q m "Kolbe", Heritage Series, 2'-10 1/8' x 6'-11 1/32' O Ceiling0 Premier Inswing French Door, 280R 2'-8'x 6'-8" (Door) DRAWING TITLE: � W 2` � � \. ..-•' � M INS AIR \ I \ a�P i C 3 "Kolbe", Heritage Series, 5'-6 11/10 x 6'A 1/32' ------------- O . 4' 4'Premier Inswing French Door, 5468 (2) 2-8 x 6-8' (Goa) SECOND FLOOR D I I I Pu!1 Down I - Rail I ® "Kolbe", Heritage Series, T-10 1/8' x 6'-10 23/32 I'- 3'-0" [1'-8" \'b ,�`% / I I Attic Stair 1 -1 \ —1 p = Craftsman, PA 4982 2'-8"x 6'-8" (Door) 2 I O —.:'c O en�o�llo O Insul 3/4 Hour Fire Rated 2'-8"x 6'-8" (Door) Oppe�v to Tow.�r Roof I I I � � � � H�A 5 i 5-Panel Door DECK 2B Abovc�(No loor Abovle O ri (�".LC. �., \ - = ___ __`` „ >b'-10 15/Id' i I I I L.� , \ Kolbe', Heritage/Garden-Aire, G'-0 1/2' x CD ODi O AL VE 6 I His \ Z \. _ tt Roof _ _- 7'-p„ l O g , I 1 _ _ Wide Stile Sliding Door, 6068R (2) 3-0 x b-8" (Door) \Q 8 4 _T__ � 10 2'_6„ r U "Kolbe". Heritage/Garden-Aire, b-0 1/2' x 6'-1015/I6' \o I I a O - q 2'-6" IIO'` `�'� �4 7 O Wide Stile Sliding Door, 6068L (2) 3 0 x 6 8 (Door) II _ 1 ` _ * Verify Operation _ 3' -\- '9 T-- r ------ t ---�-------- :Q UJI do _ 't 2'-6„ „ 2 6 10, 0 t _ 10'_q„ LaTTEaH RESIDENCE _ w O O I v \ Seat G G tr r 36'-p" 515 CLEARWATER LANE 2'-5" 3'-0" 3' 3'- "i CL. \ 2 p ! tt ____ CE!TCI IOGUIs, NY / CID M / ((!r dow __L_ 112. 3-_0„ TOWN OF SOUTHOLD 2L� ff�:�Qoo / at 3-_0„ - SCTM� 1000-110-02-14.1 q„ 2 / /_ , Roof � 5_ p t „071 M i - - -- ARCHITECT: , I LAUI�pR�. 2 r cn q„ L \ /. 6„ r 1 - FREDERICK R. WEBER n, I 2 26 6 _q„ t r _ 41 EAST MAPLE ROAD i D Pitched ► 6„ t ► `° - GREENLAWN, NY 11140 Ceiling _` 2� r f o t t Iq'�q" rr o 52 NOYAC PATH Bf� 3 es Roof r WATER MILL, NY 11914 o. ..... ..�.. ... _ o r t O I � - `r ------.. — Lrne - ` - -`�ti__ � - + \.\ tt 1 tt 10'_q„ t � TEL 431 'i54-5555 -_. r Can f ',d9 r Q I�' `- FAX 431 �t41-1084 O _ 12,-O„ 4, _8„ 6„ / 15'-0" . .. ..'.... r... 9 ____- __\ tL I rt / SEA.L: r / C L tr B R 4 .. i .... r r - d� rr / / ED APC � °° O / q� ......... Ridge N_ EFX ----- ob P Itched r y` h°we � Ceiling CL t -_ _ a\�j'/ 1 \dam � •-_._. O.� � ❑ 5 ,� `� i r _p„ i 1 \ �' —• J r 2 2 t It`I rt r rn 35 _0 3 -0- SQUARE FOOTAGE: _ 3'-p- �' r REV.: SEPT S. 2008 0 2ND FLOOR: 2546 SF 13,_8 rt Roof p i r► \ I0 _q„ SECOND FLOOR PLAN OVER GARAGE: 615 SF DATE: AUG el, 2005 y TOTAL 2ND FLOOR: 3221 SF ''�---� 1 O a SCALE: 1/40 = P-04 „ DECK 2A: 45 SF r 1 r JOB NO. w200404 DECK 2B: 36 SF DECK 2C: 44 SF ,q I -- __ t ` r DRAWING: NO. Roof t q `b 1/2„ 3-_0„ -- t q `6 I/2„ --- D �7 OF A10 FREDE RICF: r I r— I- ROBERT WEBER 12 ------- ___--- i I ARCHITECT o � � ------------ / / \ I 1 1 ) 1 / \ \ 1 C ` ------- ------ �:� ------�� I f -------------------------------------- i \ � I f I I I 1 I } I I I \ U )... .t.l.I il. I I,.N.. :H j i L H f l 1 1 i I ...I... ...... .. ...... ...... ... '.)..� ................................................\....��.............I.. .............. L..f U t ( 2 o f i t 6 l ' O O i1 t Ir ll/ , o e , tl i t � I/z 1y. � tL t t I' : ► r I I I I I' I f 1 1 # I `I l ' , ; , } 1, 1 ► t } ) ! , ' ' .f � 11 I ! 3 l ` i I � I I I I I _ i \I I f __ L,I It I } ' 11 d t _L 1171 , it j 1 11 1 i#, ' 1 I,. 1 1 It � � ' I , � I , �if '") l I I, I )� I I 1 l� 1 '',' `t. } '• 1 I ,t I �, ! ' +'' 1 1 1.L 1 I \� ( g� g1 pa _ = v Ll I I —————— —————————— U I Ilk, It I I I I li l 1 I I 1 } I l I I t I I k i l t l I 11 I 1. e 1 .� t k ► ! ! t ------------------------i .................................. �— ��: 211 , . 6 I o 0 0 i f t, 1. , I I I I E fill � I I ! i t ( i t } I 1 l 1 ) 1 I I I ! I i! f l 1 i 1. 1 ! 1 ! i 'i + 1 i tl 1 l it 1 , 1 1 11i ' I I I 'ti I 1 I 11 } el k 1, I` t ) 1` I' I ' I f j I I! 1 I e t 1 L L ° , , , 'III I \ l f I rLL_ -)-`,-ys-I-J--, ---------------- -- - t=,-f r=i-r - I—l=�-fir , =>-=PQ =Q==_ @___ ___-___________=====c== =I I I —--------------- { -t=- I I 0� I I I I I I I I I I H H H I I I �-A— I I I I LU SO!ITHMEST EL&E-V AT ION ---� E1 +12I I I I DRAWING TITLE: I I I I I I ri ri L, L r L, ELEVATIONS r-1 12 � I 1 12 JOB: ' �o FLOT i ERON RESIDENCE \ lxS Rake Board ' ED i � ET LANE o o0 r CUTCHOGJNY __________ / I 1 v 1 1- / T_ -_ _ Prii-ii- MA At t I: I I TOWN OF SOUTHOLD I I I t I 1 :I I SCTMV 1000-119-02-14.1 \ / / -- --r�-------- /---------\ \--------\1-- --- — ------------ ---- ---�/----- ----- rT— 1—tl— ' I— I ! ) 1 --I_I—i i — —'— -R —————-------------------------- \ I I i I. C } AP.CHITECT-- .......................................... .L I t....I..,.. .I...,......,..,..077 �. . ...�..,.. ... .............. ................. .. I I I I - i I. I,..L .... .. . ...t• '.:,'.;'.` li. i { 1 + .� f l 1 r \ l l I I I I I I I I I I d 1 \ i t l t l ' FREDERICK R. WEBER I I ,\ c , I t ; i rr } � � i ,I ') ' � s ' I I � I 41 EAST MAPLE ROAD , f 1 ', '' .I" I I I 1 I 'i - I I } do l m e I\ I +� �,• C I f ; ! : + I GREEAfLAWN. NY Ii��G f ! l 7 \ I'I I I I t `:F (� OI I I Idin ! 11 I f \ i ) O a 12 u f l 1 f l ) I I! I ) ; 't I I I ! , I I i i 1,\ t # g s p l' 52 NOYAC PA.T, . I I I I / I } I I f l l I I 1! WATER MILL, NY 119�6 l ) l I I I I f I , 4 I/2 r I 1 ) l } o LO: I I I ) ', TEL L31 '15�4-5555 MCI t f k f I ( l ! I t 4 \ 1 l l f { 1 1 i t FAX 631 211-IAaa4 If I 1 fl I I l k i ? I I ) I f _______=�===off _--- rt -- -- �--- --- Brick -----1-- Chimney SEAL:` -- -------------- ----- ---- r I — -I I 1fT1 --- eRE=f7 r-------------------------, I I , .---------r-------------------------------*-------- _ Wall w/ Box Bays, Etc. aj l I iew I l t: I dill I I ,A l i f L 1 1 } + I I d I :I Cf f f l k ! t I on Extreme Angie i l o In a l i # l j I 11 I I 1 } 1 I I 1 I I I +, ,+ a. A_ ........................ ............I.. .............. .I...... .. Windows in Bay to '� } I" 1 ,� I"'' � -,, to form a Single Unit ` 4 ` \ I 1 1 I° �I i � I I I — —1 �1 '1 f •I I 'I ®Ii e — I ) } _ I I I I I L•`ri .I ( + 1 i l '1 ) 1 i t i Il ll l t 1 :I f ` l 1 ' 11 1 I 1 ► I I I I , ) ! ) ! , f ) i L I � ' i I .I ;I I I 1 ,,' Column to be ;-i,;, / • ! i } I k I # I , i i I I I I ) J 1 ` i f ; e' ,i 1, ;► 6x6 Post, Encase in ` t Tapered Square l^ } k I #) } } I } I E Gar e D rs l i I l l II ) ) I I I. ) l i } } I l l B II II A B 'I I, z +, m VIL f :� Azek Trim, Strap I l 1 ! ) f I �' " } i # l I I �___ Top to Frame, Anchor �'� ial I I ' t I I � I � I I ;�; ) f ; r•i � + � � V , � k k __ Base to Foundation ( t k III Shi le 1 re I j II;- f ) II IIII 'I I ) I "I Shingle Flare I I T I. 1 l l j ial at Base of I I L___====�Q m ----------------- �=Q�= =r=== —. = Imo- ,:.� — — — — — — — — — — Shingle Wof i I j a = + Shl le II I = = REV.: (Typical) I I f------------------ ----- } lT seal) Bluestone Porch Floor L--------------- -- - I I I I I on Concrete Slab, DATE: AUG 21, 2000 Stone Facing on Stucco Finish on I I I I I I Wall Below i SCALE: I/Litl = I'-Ow I All Exposed Concrete -�" I I I I I Foundation Walls Unless I I I I I I I I I i t �4 Otherwise Indicated JOB NO: w2OO&O I I I I I I I ri DRAWING NO. I I I I Wall on I Face or Garage Wall as Viewed Head-on Extreme >1 < Main lj ace of Houle as Viewed Head-on Angle I I I I A ri __ iJ `� NORTHEAST ELEVATION I I l I E REDERICK i ROBERT / \ / ,•, WEBER ARCHITECT I � / H � / / 1 r _______________________ ______-__ ______________________ / \ : .. ....... ..t......... . ..... ................................... .. .............. ...................... ....... .. ........... ..........,.................... ........................._ _.. ......._ _ _.._..-_-.._.'.......................... ? I Il I I ! I t I I .................I.. .......................................... ............. _17I I I II II II ? I HI I I I II II o> l o o I o I I I ? o I I 0 o II 1 II II I I II O O � I I II I --- — ---- --- ----=---- OE ul II - ------------------------------n rr----- T T--:- TT--___..._____r ____rr -Tr--__rr___-_______T� ___�...�_ --___________-- -6Z® �.6�Q�Q�� ��ba � � _ =>��a I —- Lull a g m :a m __s_s - e:s e Q Q -r= s>_ Q e _0 _ I I I I I I I I •I ® I I I I I I I I FM :I I FM I I i_ I Eli 0 � o L2J ul 0 0 ; o . o I II II -----------I---------------------- I ,II I I I I I I I I I I I I I I I II I I I I I 1 1 I I I t I I I I II I I I I I I r I I I I I I I I I! I I I I I I I I I I I I I I I I? 1 I I I I I I I ? I I I I It I I I I I I I r III I I! I I I I I I NORTHWEST ELEVATION I I I I I I II I I I I I I I � V I I I I I I !? I I I I I I I 11 I I II I I I I I I I „ I I I I I I II I I I I I I I I/`} - 1 —O r r I I I I q I I I 1 I 1 I DRAWING TITLE: I I I I I 1 II I I I I I I I ------------------------ II - ------------------------------------ I II I I I I I I I T ----------- — ELEVATIONS r� -----------�------------------------TSC�-I----------------------------------- r�`� r� —1-1— --- ---� ---� L--- —=— -----� -----� End Wall or House as Viewed Head-on �✓ �--Face of Garage Wing as Viewed Head-on \ o --�--� ------- j - JOB: ff s' 'ti I r ; \ 1=GOTTER�N RFSIL�EN�E ' \\ 595 CLEARWATER LANE ! , IT I 1, CUTCHOGUE. NY -------------------------------- ----------------------- ell / // \ // //' 1 I 1 I , `•\ TOWN Of SOUTHOLD SCT n, 1000-1®_ _ M 11,. 02 I ,.1 —=-z-- --=— / --- — /----- -----� — ------ — ____-----_---_---- i_ ______________ I I — _+ �- iJ__� ________ _______ '= ARCHITECT: I....I..J...l..........1... j. I.. .. ... ......L..1..1...1.. /...i... ..1... ...: ! ..........,........... ( ...1..). �..1...:............ ... I 11 I •� I I l l I ! ( i t \. , I ! \, I. I I I )I I ; i. ...........i1.. .).\ 4 .`...I.. ................................ 1 1 i ! ► \ ! I l I) 1 I ) 1 l I I s'��'' � csslr-y c�C� .. ................................................................ .. ...i... ............... 1 �LDLI\VFW R. WEBER........................r...l.... . ... .. .... ...... ..L....r....}..... y.l � 1 i 1 ! I I t t ., I t 1 S 1, 1 , II `I I `I I 1 \. I 1. t r i q I { I 1 I -41 EAST MAPLE ROAD f l l 1 r I I I ! r l ' 1 ! 1 1 I I t 1 a { I I I r I\ GREENLAWN. NY 1114O 4 l r i I t ! ! o oII , Lg �l ! I I oI IIo t. + 'i. , t i I i 1 1 , I I II 1 ! t I i WA52 I�ER�HC , NY 11916 I r 3 O O I I. ti I I l l ! III L > 1 IL 1 I 11 l: 11 •i ( �I 1. ! ', 1 ' I .1 I Id1 , 'i' s ( , 1 ( 1 , 1 ) t i a I I. \I ---- ---- I r I 1 I d , ) ` 1 L )' I TEL 631 154-5355 ,ellI � ) ) 1 1. 1. y ,, , ,, i :� � � � ! 1 I. 1 ! 1 � :' �' 1 I I FAX 1312&1-IOr�g4 , , 1 :, } .: \ f 1 I 1 1 \ 1. , + f ( I ( �f t v It 1 :l 1 1, \, 1 1 � i I, I 1 — — ---------------=--------- — --- -------- — --_ --- -- —�_ = a!'@�\_____ __--:_- — -- ---- ------------ ---- is SEALS _ 6.6------_-- ®—®—m—.� �--mmm—®_---ffi—m�®—g�aa_a--sm__.a. b_--__es_�,_—��-- ®—�a------ ---------------- ------------- -------- -------- ----- — --------- --- ------ --------------- ------------ —'-= --', --------- �� ..r=9j T T Z T T T T T T-I` T 1'T41I� , V i T_ ': I' II i I l 1 I III; 1 I 1 < 1 I l l l I !1 i I I 1 1 i s Ell H FM .l.) I ' 1 ) ) i. i O O 1 1 h t � 1. r r ? is i /: l l I 1 tj ILL 1z r` ---- --- 1 t ' t; _ =m FI REV.: Bluespone I I �' J Y DATE: AUG 21. 2008 I I I I I I I I 1 I I I Porch Floor Stone 1 1 I j I d 1_ a I I I I I I I I I I r I ► I I I I I I I I I I I 1 1 I Veneer I I r l I SCALE: 1/�f = 1 0 r I ! I ? ! ! I I I I I I I I I I I JOB NO: m2OOf.O4 II I I I I I I I I I I I I I I I t I I I I r� L� ri L� ri ri I I I I II I II I II I L------J L-----J L-----J L------J i i i i i I I I Grade i i O O i i i O o f DRAWING NO. I E I +12' I tl I r I II I I I r 1 — Iii it f V-L_L_Lj 11 I I I I I 1 1 ' I I I I 1 1 I I ,4reawa —L—t,r� i I ----- �I �I ( I I I I __ _________� I ......µ L`��r ��`�titi�yL3L � � ,---------------L I I �iO IWS I ELEVATION r� . r ' `� r� ---r✓r------ � '— �__ —r—_11_—r----------- lT--------------i--------------I—'—JZT-------------------� L� Face of Garage Wing as Viewed Head-on �� End Wall of House as Viewed-Reaa-on I I I OF r-' r I Drop Footing --- --- I Drop Footing • I I � Roof: FREDERICK ROBER T Wood Roof Shingles 111B1=R 5/,4x f Lathe i [:2xlo R.R., 16" cc I ARCnlTc�.T I �i i N O o� r' 2AW R K �o / I6" oc, yP- o ., r � Q -- _ I / 2x8 C.j. cc : I 1 rr� 3'-O" 116„ yrN EXERCISE •� I r rr � , ��\\I I L O ox I T real 2nd Floor j \`� A•�� Top of (2)2x6 E rr I I yP: I n for Bearing of "Hlurricane" Strap Height I`t� rage C a Rafters = (T yp.- All Rafters) r�r rrr I (�(�) R8e�s _M M I ``��� Top to Tyyppical r _-�==� =l1='�//°����as� _ Ist Floor tUall r r 16- oc -Esefl �rir�ag T_ \ 6' I O ........Va- ................... I I It � I IPitch Grade 6„ z 24,_6„ 6„ t ,Away from I �+ !House (Existing Grade `i' GARAGE j (EI +20' to +21' 1 p I °- I ° ,Top of Subfl. I EL .20'-0 1/4" I -� =---==--=-—=—= --_=---___-___-----------=- ---� s-°-Q -------------------------. --------------- I Typical ----- --------------------- - , "- P75 Found. _ Slab o Wall Hgt, I' 0" ELp+18'f 3 1/4" in Garage I � 1 _J o -1— SECTION DD J I DRAWING TITLE: SECTIONS 28'-0" - -- : -- --------------------------__, r I II (2) 2x12 Ridge Ridge 12 Vent Roof: Roof: I I Wood Roof Shingles 9 1/2 Wood roof Shingles I JOB: 5/-{x4 Lathe 5/4x4 Lathe I t 2x8 [2xI0 R.R., 16" oc 2x6 C.T. 2 A 0 R.R., 16" oc I / Interior 16" oc. TyP• I FLOTTERON RESIDENCE o 595 CLEARWATER LANE ATTkC i I CUTCHOGUE, NY 2x8 C.T. oc / 16" Hurrrc ne Strap Hurricane Strap I I TOWN OF SOU T HOLG (Typ.-JAII Rafters) (Typ.- All Rafters) 2x8 C.J. ` I I 5CTM# 1000-118-02-14.1 F.G. Batts IC" F.G. Batts- I6" oc ---R30c_Ty __- R38c, Typ. 5/ Plywood I i N - - 10" F.G. Batts ! I I to tendndathi o oveerr _ . . � I I ARCHITECT: I Top Wall IL (TyhJ R38c. Typ. I I i p Soffit Vent (Typ-) I6 -0" 4" 101_81, 6" 8'-0" I FREDERICK R. WEBER �I EAST Mr4PLE P.OAD _ t GREENLAWN, NY 11'1e40 I En 12 = I R21F.T. 12 52 NOYAC PATH Batts � � WATER MILL, NY 119,E I 3/4" Plywd. 1/2 BR 2 BATH 2 P I/2 TEL 631 154-5555 Galt'. 14 I-Joists,2x10 RR ' Hanger ``' FSubfloor 16" oc, Typ. I I Deck ��„ o�, Typ: Idi" ioc, 2x10 R.R. FAX 631 261-1084 16" oc - _=i- _ 16" cc, Typ. SEAL: [-Joist (3) 14" LVL Blocking _ 4. �c R• -' I ..... t Ix6 TtG, B(CB t Soffit Typ.) .......4,"0,,.....o ................ , .................{,I Header (3) II '/8" Header I T-4 ... 6 11_41, ' i . !.- n S•t cn 1/8" LVL I t s I.I " a w/ (2) 3/'t" x I!" � � i Steel Pl• �o 6 I - y" I LIBRARY HALL I I 4' O" a i l'-8" go, '"'' t 3'-6" Ba I ' I Alcove GREAT RO M JALCONL 6" F.G. Batts I I:I Window u'- I R21, Typ. 3/4' Plywd. Seat I I I 3/ Plyw . I i I I:I Top of Subfl. e Subfloor I:I *= Top of Subfl. Sub loor I is 14 I-Joists, 14 I-Joists, �- I -�, EL +20'-0 1/4" 16" oc, Typ• _- I t l EL +20'-0 1I4° 16" oc Typ. -------------- ------------------� ----------------------- _ I I WF Girder WF Girder I WF GirderCIA (3) 14" °' DATE: ALIT ?I, 2nA5 Reinf. P. Cone. I I I = `) I Reinf. P. Conc- 10 1 Slab i LVL F.J. STALE; I/�4° I`-0" " I I I I Slab I I I I I I 10" F. Conc. I I I .� 10" P. Conc- JOB NO: �u200�04 I I Found! Wall w/ I I I ` P. Conc. ? Found. Wall w/ o- (2) #5 Bars, t I (2) #� Bars, �� I � R To � Bot. I p I To lot. Foundation Walls I I I " DRAWING NO. h1ECH. CELLAR HALL I CL, p l I 10 22'-II" r `� 3'-�" I ' P Grade I I I I I I I I II I I I it I r 'I" P. Conc. Slab 4 P. nc. r S a w/ 6"xd" 10/10 I i i t I w/`6"x I yP I 22"xlt Cont. 10" i I t Top of Slab WWF` i f. (Ti ) I 2210 Cont. WWF Reinf.. (T ) t I I t P. Cgnc. Footing I I I EL TIO'-O" I r P. Cone. Footing I °�° elo I el° °i° ------ - ------------- --- ----------------------------------- - ------ I L I ------------------------------- -- °° ---------------------------------- ------------ ---' --j ---j L__J SECTION CC. SECT1©N AA OF 1/-4" = 1'-0" 1/4" = 1'-0" F I N I S H S C H E D U L E SPACE FLOOR BASE CHAIR CROWN WALLS CEILING HGT. REMARKS _ I=REDERiCK ROBERT ' N WEBER sx Q is O N p U W w W o ;' v u to u7 cn `v _ _ to l _ o [[l [A to W � ci rn 0 - ARCHITECT Z W Q 0 Q Q U cn U v =I (Xl O c i z O _ fA F- t- 0 p ti " W W to o W w O O w c� Q0 W oU v m - z z U U W z W � u w m U z a Ln Z o ri 0) � �, W o o z a i— u, as v F 0 — Z U tr z U m }= N cn U tQ X i- FOYER ® ® 9'-8. Wainscoting (4'-0 High) COATS 0 ® el + POWDER ROOM ® 0 110 1 0 0 0 91-8" Wainscoting, (3' High) GREAT ROOM 0 0. 10 1 10 ® 0 q'-g" Coffered Beam Ceding DINING ROOM 0 01 0 10 1 lei el I 1 0 ol ° Coffered Beam Ceding Z O BUTLERS PANTRY 0 ® ® + ® q -8" U- KITCHEN 0 0 ~ FAMILY ROOM ® 0 Q q'-8" Coffered Beam Ceiling LIBRARY 0 0 10 0 0 HALL 1 ® 0 0 0 0 0 9'-8" Wainscoting High) CLOSET I 0 ® 0 0 0 9 -8 n HJ BATH I 0 0 0 0 0. lei 1 1 9'-8" Wainscoting, (3' High) MUDROOM 0 ® 1 1 G 10 1 01 1 1 T-g" Wainscoting (4'-0 High) LAUNDRY I ® 1 0 1 1 q -8 GARAGE I I 1 ® e MAIN STAIR 0 0 Is ® ® Varies Wainscoting, (Height Varies) REAR STAIR ® � C) Varies Wainscoting, (Height Varies) 0 UPPER HALL ® 01 0 0 10 0 MASTER BEDROOM/Alcove! 0 0 0 10'-0" Trag Ceiling �I��, MASTER WIC (His/Her) 0 + 0 8 -O �-9l QMASTER BATH 0 0 ® 8'-O" Wainscoting, (3' High) BEDROOM 2/Closets 0 ® 0 0 0 0 8,-0,, Wainscoting, (V High) BATH 2 O LAUNDRY 2 0 0 8 -O n! BEDROOM 3/Closet � � 0 � Ole 10'-0" Trag/ Beam Ceding BATH 3 ® 0 ® ® 8'-O" Wainscoting, (3' High) BEDROOM 4 0 0 0 0 ® 10'-0" Trag Ceiling/Guitar Wall HALL 2 0 ® 0 0 EXERCISE ® ® 0 0 0 8'-0" Trag Ceiling RECREATION 0 ® 0 ® 8'-O" Barn Board (4'-b" High) STORAGE 1 0 o ® 8 -O 11 GAME ROOM e 0 i 0 8'-O" Barn Board (4'-4" High) DRAWING TITLE: J 1/2 BATH 0 e 0 0 8'-O" Barn Board (3' High) 8'-0° SCHEDULES U STORAGE 2 0 INTERIOR TRIM STORAGE 3 0 0 C) 0 BASEMENT HALL 0 0 CL- A. B. C, D. E 0 0 ® 101 . 1 ELECTRICAL CL. (D 0 0 C) I MECHANICAL 0 0 '0I JOB: FLOTTERON RESIDENCE 595 CLEARWATER LANE CUTCHOGUE. NY iv TOWN OF SCTM# 10 H� 00 02-14.1 m � `r r 5/8 ARCHITECT: Ln _ GYP. BD. ao 441 EAST MAPLE ROAD iv GREENLAWN. NY 11140 2 3/4" �, 2 3/4" 3/4" 5 1/2,, 3/4" 2 3/ " ATH iy WATER MILL,NY 1191& It CROWN BEAM - TYP . 4 1/8" BACK 3f! = if-011 _ cn TEL 01 154-5555 / I I Half Full Size BAND FAX 631 261-1084 CROWN Half Full Size N 5/ WAINSCOTING �cic �h%T 3/4" - m - CHAIR RAILr%j Half Full Size .. BARK — BAND 3 " 1/4n 00 WINDOW = HEAD WINDOW / DOOR Half Full Size CASiNG - T I I . Half Full Size REV.: 3/4f' DATE: AUG 21. 2008 SCALE: JOB NO: w200t.o4 N '- Note: L DRAWING NO. N Where Window Sills — Occur Directlg - m c� Above Countertops, o, SHOE Eliminate Casing and I/2" Extend Backspplash to Underside of Shc N I/4 WIDTH AS REQUIRED I/4 WINDOW � � CASING WINDOW SIL L - 8 " BASE 4 /1BASE SILL MULTIPLE UNITS ELEVATION � OF A10 Half Full Size Half Full Size. Half Full Size Half Full Size S1MPS0N LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS / REDERICK� 2 x b TIE s EACH RAFTER i �� I I ICE SHIELD UNDERLAYMENT Joint Description I Nail Sizes Nall Spacing - � 1 REQUIRED - 24 FROM EDGE ROOF FRAMINGHURRICANE CLIP Rafter to Top Plate(roe-nailed) 3-8d per rafter WEBER \ TYPICAL. Ceiling Joist to Top Plate(Toe-nailed) 3-8d per joist ARCHITECT Ceiling Joist to Parallel Rafter(Face-nailed) 3-16d I each lap ALTERNATE POSITION OF Ceiling Joist Laps over Partitions(Face-nailed) 4-16d each lap HURRICANE CLIP USE Collar Tie to Rafter(Face-nailed) 2-8d per tie SIMPSON H3 Blocking to Rafter(Toe-nailed) 2-8d each end I Rim Board to Rafter(End-nailed) 2-16d each end WALL FRAMING Top Plate to Top Plate(Faco-nailed) 2-16d ' per foot Top Plates at Intersections(Face-nailed) 4-16d joints-each side SIMPSON H2 HURRICANE MST 3l METAL STRAP Stud to Stud(Face-nailed) 2-16d j 24"o.c. CLIP NAILED. FROM s ALL JACK POSTS { ) 16d 16"o.c.along edges PROVIDE 8d COMMON I Header to Header Face-nailed RAFTER TO STUD. - NAILS s 4" O.C. AT w/ 4 - 8d NAILS TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL EACH END - TYP. Top or Bottom Plate to Stud(End-nailed) 2-16d r 2x4 stud 5 - 8d NAILS EACH END SHEATHING. 2-16d per2x6 stud SHEATHING TO LAP TOP 2-16d WALL PLATES per 2x8stud APA RATED PLYWOOD TO !-� Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking(Face-nailed) 2-16d ''2 EXTEND TO TOP OF TOP �(- perfbot —f1— PLATE. ( TYPICAL FLOOR FLOOR FRAMING MST31 METAL STRAP ® JACK POST = = Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d per joist 8d MST2'1 ° STUDS Sridging to Joist Cron-nails d) 2_ eai.1 11 en. d.+ w/ 4 - 8d NAILS 948" O.C. Blocking to Joist(Too-nailed) 2-8d I each end I{ I_II SIMPSON MST B'o,.ldn e..c111 ee-Tnn plate Toeq.nallndl EACH END - TYP. _ . w.alg.., ..p. IY\V(Toe".YLVY, 3-1.6d each Wool I I/2" WIDE - 12 GAGE Ledger Strip to Beam(Face-nailed) 3-16d each joist 3 METAL STRAP e32" OC. ;foist on Ledger to Beam(Toe-na led) 3-8d per joist FLOOR JOIST I _ _� MAXIMUM. Band Joist to Joist(End-nailed) 3-16d per joist Band Joist to Sill or Top Plante(Toe-nail®!-) '�-1 wwr feet - re DOUBLE TOP---" - r�virFAu-HEATrim'-ft PLATE PLYWOOD SHEATHING TO OVER LAP BOX HEADERiu 2 x b s1b" O.C. BEAM - TOP + BOTTOM. _ - Structural Panels 8d C o.c.perimeter zone STUDS I I SIMP50N MTSA 18-Z W/ other W o.c..edges of (b) 8d NAILS TOP t panel, 12"o•.c.irrterior LU BOTTOM 9 32"I O.C. of panel fl I Diagonal Board Sheathing 1"x61or1"x8" 2-8d per support 1"x 10"or voider 3-6d per support TF vEILINIG SHEATHING /1-.� \1'a1111 d I J J/ 11 G U vyl,3liin rrsAuuOa� F.ni , Esuyc, 1{� new _SIMPSON MTSA 18-Z W/ , ,I (b) 8d NAILS TOP d Evwi9LL'°vnF.�THiI�G BOTTOM 9 32" O.C. I:I I-I Ali w SIMPSON L TP4-Z �!�! Structural Panels 8d (see table 3.9) II SIMPSON LTP4-Z i!i! Fiberboard Panels (0 8d NAILS TOP E = — (b) 8d NAILS TOP 8 7/16" 6d Wedge/B"field BOTTOM s 32" O.C. BOTTOM �' 32" O.C. 25!32" 8d 3"edge/16"field :. FLOOR JOIST NAIL SHEATHING TO SILL PLATE __ _ 8d NAILS 4" O.C. -- TOP OF FOUNDATION _ (SHEATHING TO LAP SILL PLATE) inboard 7 edge DRAWING TITLE. n Gypsum Wallboard 5d !I&'field - ,. 2 E M 5 R BAR Ha rdboard 8d I see table 3. r•T•.r to 3.9) I Parti cleboard Panels 8d see table 3.9(2) 2 x 6 SILL PLATES OD DET,41L S A Q TREATED. - - C A Diagonal nal Board Sheathing a o he thin oa S 11 11 1 n 1 1 x6 or1 x8 - 2- - 8d- ru rt ,r per support /8 lb � r 5 A.B. _ 0�.3 n- n _..I a .•_`:"- -'>! v • 4 yi'• ►01 wJ►rF 1 w SEE FOUNDATION 1V or�.lY..l S UNDATIO - _N DW - Y-8d 1 •iY V1� w/ x xWASHER. - - � r 2 2 I/ 4ii F _ •i OR DE I /S N REINFOR I G C N G r cDC ALV. OR FLOOR S SHEATHING G(HOT DIPP STEELSTAINLES�C II I V� ISOLATE WASHER FROM ���` �� I I! `� Structural Panels SILL PL W/ FELT STRIP ELEVATION 01' 1"or less 8d 6"e�dige i 12"field HOLDDOW R C I E.—CTInKi CR!Tlr.AL PATH greater U'�On hi IVV 6 �Y O/� IIVIY •�ftId 11 b 1/Awld Diagonal Board Sheathing JOB: 1"x6"or111x8" 2-8d raider per support 1"x 10"or 3-8d per support FLOTTERON RESIDENCE L- 1, w www{w w�}vl�w ww 1 .Iw If wall wlMiww'w ilw.l 595 CLEARWATER LANE I Nallingw reegLi-men"are bawaed on gall&I.e u ling nailed 6"on-center ua the panne) 'edge.n�sall shoo,11MG lv nanou /� ITr► 1 �• � v t►Id I O.Hoj U1__ 1 3"on-center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or a!terna;e connectom,Vuch SS sheer plates,shall be uQMeV to maintain the load path. 2When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to TOWN OF SOUTHOLD I be reduced to 1 -16d nall per foot. I SCTM# 1000-118-02-14.1 ARCHITECT: FREDERICK R. WEBER 141 EAST MAPLE ROAD GREENLAWN. NY 11140 DESIGN CRITERIA: 52 NOYAC 'PATH "WATER MILL, NY 11®Z® I GROUND SNOW LOAD - 45 PSF. WEATHERING - SEVERE TEL 631 154-SSSS 1 1/4" x 20 GA. (5ALV. STRAP 1 1/4" x 20 GA. GALV, STRAP FIRST LEVEL - 40 PSF. L.L. FROST LINE DEPTH - 34" FAX 1.31 261-1084 w/ 5-8d COMMON! NAILS IN w! 5-8d COMMON NAILS IN LIVING AREAS - 40 PSF. L.L. TERMITE - MODERATE TO HEAVY EACH END sib" O.C. EACH END sib" O.C. BEDROOMS - 30 PSF, L.L. DECAY - SLIGHT SEAL:_ RO0 F FL A N WIND SPEED - 120 MPH 1 I/4" x 20 GA. GALV. STRAP 1 „ 1 1/4 x 20 GA. GALV. STRAP SEISMIC DESIGN CATEGORY - B ICE SHIELD UNDERLAYMENT REQUIRED - YES - w/ 5-8d"COMMON NAILS TO w/ 5-8d COMMON NAILS IN M.T.S.3 FDN. Eib O.C. EACH END sib" O.C. NOTE: HIGH PRESSURE ZONES ARE ALL AREAS 4'-0" FROM ANY RIDGE, HIP OR GABLE ENDTa • DESIGN IN ACCORDANCE WITH AMERICAP� FOREST PRODUCTS WOOD FRAME CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. �V 2,_O,i MAX. �� •�;.r.�. . WINDOWS - GLAZED OPENING REV.: 'n� •-•K'� Iwo„'. -0" MAX. J " 2 - 8d COMMON DATE: AUG 21, 2008 NAILS TO SILL EX WINDOWS SHALL HAVE GLAZED OPENING PROTECTION FOR WIND-BORNE SCALE: 11'4 _ I'-O o ? s PLATE I DEBRIS�0 MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM - E 1994 AND OF ASTM E 188b REFERENCED THEREIN. IN LIEU OF IMPACT J0t3 N0: w20000-4 RESISTANT GLAZING, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS 4% ti,.fx t L` OF M/Ib AND A MAXIMUM GPAN OF 8 SHALL BE PERMITTED AS OPENING r�E, PROTECTION. ATTACHMENTS SHALL BE 2 1/2" u8 WOOD SCREWS, Ib" OC DRAWING NO. n r zk�"�` FOR SPANS UP TO V AND 12" OC FOR SPANS BETWEEN V AND 8' V I'�iPO N cNT .:r..R:..�_.,. {n9�huoa7;5>?� AND CLADDING r, s . GARAGE DOORS TO BE RATED FOR 120 MPH WIND LOAD_ PRESSURE ZONES CANTILEVER OVER FOUNDATION CANTILEVER OVER. FIRST FLOOR 14 IOF Al0 I FREDERICK ROBERT 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER ^.� 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" MIN. THICKNESS OR AS NOTED. WEBER B 3. ALL SUBFLOORING TO BE APA RATED STUDD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD A-1 TO BE SET ON STOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. a1. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. ARCHITECT ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. - 5. SOLID BLOCKING :SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 9 8'-0" O.C. a I 1 I (3) 11 1/8" LVL Hd / I I PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. •' I I Li 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. v t I I 1. DOUBLE UP FRAMIING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 14" TJI 560, I6" o.c. i i 1� 1 I �� = 1 1 , 1 f I I I 1 , 1I I 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY SIMPSON OR APPROVED EQUAL. ' p 1 ; I ...I..;. ......� 1•I d 1 1 I I ! I ! 4' I i 1 I I , > I I I 9. NAILING SCHEDULE: SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-10D NAILS AT SILL I j l :�' i I I � 11 I I N i I � 1 � -' I.I AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. � I 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 8 4" D.C. EXTERIOR EDGES AND 0 A 12" O.C. INTERMEDIATE. III0 I I ------------J I-------=------J L-------------.-II I I I I I -----f, r---__-______-e, r-----------_ '1 III III 11. ALL ROOF RAFTEIRS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" IIIt I I � I I I I .. I I I I,� I• I OR APPROVED EQUAL. I 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL ALL JOISTS, > i!i m i•i GIRDERS AND HEADIERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS. WEB STIFFENERS I ; I \ al I QI I \ I•I � -� III � I I I f I ``� o I I o I I s I I 1 I ► 1 I SHALL BE REQUIRED) AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS. HANDLIING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. ffA III \ I ; I I I 1 I -� III r l f A n.r '- n r•�r, r ♦ r ,r u • uur v ,nn \ e A7 I' >I I >I I ` I I = III ; ; 13. ALL MULTIPLE LVIL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2 DIA, GALV. MACHINE BOLTS 12 O.C. a}aa�t 1 I I i i 14" TJI 560, 16" o.c. `1 1 i x I 1 I!I 'a`7 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. I _ I L III ` iIl I•I -a ���\ I 61 1 UI I I.t : I• I �------------_J� ! \ 1I1 = 111 iIi � � —t-o-S-u�p•or�------�� r------------Q� r------------�-,II III I 2nd Floor I I I I i I i iIi I I I 11 t<1 III // III I III � I I I I I _ I: I Ly- 2xlO R.R., 114"oC J. I II II MII r iIi = 2x8 C.J., 10 oc iIi I I ! I 1 2xI0 R:.R., 1-4 oc I t 11 2x8 C.J., 10 oc 1 1 i7t --(3) II 7/8" LVL H rt. I (3) II-'1/8": LVL Hdr. -- - •—•—•—•—•—•—• _—_-_—------ — — — — ...... I•I { / I I I I iIi I II I I I I ------- v I•I �-I�•-14 11N I I I I i 2 iIi 6 ------- -----JL-------------JL------=------ III ------- -----� r---------------i r------------- > I'I I I I I o v I'I III ! f I I 0 III ap ICI \ Ilt 1 1 t l J III 14" TJI 3LO. IL" o.c. I : r l•I I I 1 I O O > III ..I.I.I.......................................................... ..........I. ...................:.................,.t. I . ............................ .I ......... ....................i..i...........................................i..i.....................:. . . � `' ! I I I . q I I I I � � \ ;•I I III III I I I I r III I•I � I•I I - I --- (3) 11 7/8" LVL Hdr. x ------- -----J L--------------J L------=------ -------------- - ------- -----i r--------------i r------------- —————————— -------- 1.1 I I � III ' I I I I �� I I' I•I I I I I I I m I II - J f f 1 1 (3) II 1/8•' L L Hdr. ;I \ III DRAWING TITLE: ------=- --- it l I t C ---- — ---- I) III i A7 STRUCTURAL FIRST F1 000 L---- ••• 11'� .•, III � I NN�'. - iIi ---�--, '•____�_+'_�` O `` . . flf I ' A7 N� nl H I n!� f JOB: (3) II 7/8: LVL_ Hdr. t �. N� III (3) Il 7/8'�LVL Hdr. _ _--_'-_ - -- JJ �+1 _ U _ fl.OTTERON RESIDENCE --AIL------ ---- III ----- - �y- ,-_ `_ k W o _ __----  - nI (3) II 7/8„�V.� `__`__ =° J 4 O r 595 CLEARWATER LANE III I 1 1 L �'/ r1 iTr-u0C.1 i= siv ,I r I VY 1 VI 1 Yv1 I\1 II! I I 1 2 Stl. (Oro O q o �3�II �_- ry cv z TOWN OF SOUTHOLD `— P SCTM8 1000-118-02-14.1 I III i : r LVL L 2 prop) C°nc. Apron 111 r VL (Oro -T` -#_ _ ARCHITECT: ul l r r f = ' i _-f_ _ FREDERICK R. WEBER ° - : ___ _ =(?) II 7/8 L V ' 1 r i -f-- _-__ _ 41 EAST MAPLE ROAD zz I. .�. . . Ill - I ........ ... • ` - _ `- - ___ L P.J._ r r r - - _ ___ GREENLAWN. NY 11140 _ _ iIi i t �:. - _ 52 NOYAC PATH .... r o ; r --- _ r r j WATER MULL, NY 1191c — —__ un .. ....�......... _ 1 -� --- r ; TJI 3 t- i _-�__ (3) Il 7/8„ T EL 631 154_5555 - O ► �0..16". ac. n _ ' LVL FAX L31 261 1084 zz 5EA �c n. ,Its ry 1..7./8." TJE.3bp, _J �`�� �., � i,. O L ,v hr �. - A7 _- 1 .LL >.. O 0 --_(3) 1-4 11 L VL ` r UI r 11 7/8„ 7- ! .. . P ' o (Flush)v ' JI :3� ru x oc -_- (3) II 7/g„ L ____ vL_P.J. i6'� oc OD STRUCTURAL �. Ti1340, I�" t�E�.. �o ' __ _ �3) DATE: AUG 21, 200E FIRST FLOOR' PLAN �a � ___ � =�____ 11 I :T_ _L L P.J. SCALE: n _ 1— Ir Zz z- zz z wall JOB NO: 2 1/4 C _--_snack_°f_GaraaP w1OVLv� zz _ DRAWING NO. ___ `-_-:J A OF 52 FRAMING N1O T ES: I'REQERICK ROBERT I. ALL FRAMING LUMBIER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER WEMEBER 2. ALI SHEATHiNC-s T(D BE APA RATED, EXPOSURE 1, 5/8" MIN. THICKNESS OR AS NOTED. B 3. ALL SUBFLOORiNG 70 BE APA RATED STUDD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD Al I TO DE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. 4. ALL HEADERS 6'-GO" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. ARCHITECT ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL d 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED e 8'-0" O.C. PROVIDE 2" SPAC;E FOR AIR CIRCULATION IN ROOFS. 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. 1. DOUBLE" UP-FRAMIMIG UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. (I j 8. ALL 1-L.USH WOOD.(CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 9. NAILING SCHEDULE: SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL 2x10 R.R., IC oc 2xIO R.R., 16" oc AND Pi.-ATE, itLL :EXTERIOR NAILS SHALL BE GALVANIZED. ( 10. PLYWOOD SHEATFHING TO BE NAILED WITH 8D V 4" O.C. EXTERIOR EDGES AND 6D m 12" O.C. INTERMEDIATE. 2x10 C.J.. IC oc 11. ALL ROOF RAFTS="S SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. O 12. ALL PRE-ENGINEEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-1-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS. GIRDERS /,ND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS, WEB STIFFENERS ul SHALL BE REQURED A7 ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS'. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. A I 'a 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS a 12" O.C. AlI Al 11. PROVIDE- FIRESTO)PP!NG AT ALL LEVEL PENETRATIONS. 1A Roof a � i\YF- 12 I I I II 10 R.R., 16" oc 2xI0 R.R.,i IC' c I I Roof �i�C.J., 14" oc I II I • T u \ 0 1 !, / ILd bi Ceiling Pitched \�d//� I 101 Iv / L i. I , i -\ --- ------� > 11 r Flat x u \. x u I I / 1 co jI j Ceiling `Q Lin of Ride \ I' 1 Line of Ridge •y I mI. I LL U I :4 oo / _� 40 N - ------ ------- e-- ------n' - \ C) I Pitched x Ja./ X ( i i\ 11 Wile a DRAW ING TITLE: Ceiling j I i \ Ij ri 1/8" LVL Hdr, w (2) 3/4"All I CSTRUCTURAL SECOND FLOOR x I I 2A0 R.R., 1 2x10 R.RL, I6" o�A - 16'� oc > oc I �R.: 2x10 R. .,j -' 2x10 C.J., 16" o ) _// \I6" oc / I . I coo = II l � r Kof - D� Ai JOB: x _11 1/18" LVL Hdr. w (2 3/4° (11" Stl R - _ _ ; -'-- -__ I�OTT RORESIDENCE r 595 CLEARWATER LANE v U CUTCHOGUE. NY O \ I u / ! L �/j Hdr. ; '"__ _ —�-_ 1 / T(?4tlN OF �9uTH®LD ° o -- _ --_ 5CTh1� 1000-I18-O2-14.1 / w ' !3)-q I/2, L-` N - ,L V �. ARCHITECT: 1 R Oct I p 0 _ I cy ° 1 `_� / / 2x t �3) 2410 Hd 411 EASFREDET I MAPLE WEBER D ( Pitched 11 f0 oc >'l 2x10 it NY li'i4O 2x10 R.R., _ _ _ _ _ — I R R - CsREENLAWN. ? _ __ �/ Ceiling p (Y u t 1 r !6" 52 NOYAC PATH 16" oc U -- -- _ :u �, 0 1 _ 1 u ► 2x8 C: ► °c t WATER', MILL. NY IiR'tL 1 N 1; 1� ° \ j T•, l6 °C 1; Roof j ` 1�~�'—' x _ 1 1 1 ; 1 -5555 i I u ;�: -_ „_ Lin ►-- i \ r > t 1 FAX 431 241-IO64 '� at e °f Ridge I ► - _ r t /' r -r o U Cerling - - SEALCie �kED ARC \Q U !t — i- RidgeJa\/\10 _ FC _ _ r� � hU. „A FQ 00 1; __ w (y -- Ridge _c ��.. Pitche B \\ _ Ceiling O _ t tr' -i Q% _ __ �a�\e/ \'�V �i \�� L Al00 \\\ Roof (3) 2'xl0 1{ 1 i t x /\ /J J', \ fir• \ - _•--_ _ t 1 1 cy / � i .�-- 2XI0'Ildr- t 1 / / i brn�ao < / xl 1 L`--?- Rtii 16" oc ;r \ RED(.: 5EPT S. 2008 `- 2x10 tR \ cv -� - _ _ ,� ► �� 7j o� Aug 21, 2o0a STRUCTURAL ,L ROOF r x8 T,, Ib" oc 1 DATE: SECOND FLOOD' PLAN ��� ; SCALE: 1.4 -D• ,y r (3) 1 JOB NO: a�200LD4 2�10 1'ldr. 1 Al _ __ r r DRAWING NO. _ Roof r S2 _ 1 _ 1 D Al OF 52 E L E C T R I C A L NOTES : ELECTRICAL SYMBOLS FREDERICK I- RECEPTACLES It SWITCHES TO BE "DECORA" (LEVITON), WHITE. SYMBOL DESCRIPTION RDBER-I- 2- DIMMERS TO, BE "DIVA" (Slide Control), WHITE. 0 DUPLEX RECEPTACLE WEBER ALL WIRING fFOR OVERHEAD DOORS TO BE CONCEALED IN CONSTRUCTION. 4- ELECTRICIAM TO SCHEDULE "WALK-THRU" WITH OWNER PRIOR TO BEGINNING WORK. W.P. DUP.REC.-WATERPROOF 5- ALARM CONTRRACTOR SHALL PROVIDE, INSTALL AND WIRE ALL SMOKE, HEAT, CO AND LOW TEMPERATURE: QI)GFI DUP.REC.-GROUND FAULT DETECTORS PER CODE (MINIMUM) AS WELL A SECURITY ALARM SYSTEM. PROVIDE CENTRAL STATION MONITORING. FZ1 6- AUDIO/VISUAL. CONTRACTOR SHALL INSTALL AND WIRE ALL TELEPHONE JACKS, TV CABLE OUTLETS, AND INDOOR/ ® DUP.REC.-FLOOR ARCHITECT • ` cv IIIIIIIIIIIII III1I III I t..\.IIr-I\\IIIIIIIIIIIIIi1I III I ----------- `----==;;=:------ ----------- o 2�®IIIIIII IIIIIIl IIIIII III�IIIIIIII IIIIIII�IIIIIiIlIIIII� - .—• �III IIIII� i _____°�_-�_ ,__-'____---1IIIIIIIIIiIIIIIIIIIIIII,IIIIiIII1IIIIII'"-I1IIIIIIIIIItIIIIIIII,IIIIIiII IIIIIIIII 1 O UT0D1OO! R S PE' A KER:--C—O—_ N N_E C TIO NS_ .-A L-L SPEAKER PEAKERI I1�►WIRES IRES T O lBbsEm t")H OM Er!1R UNS". (—O0 W M N—E.R'TO�r 1r P! ,R P ri OI VIDE SPEAKERS). . ------------- 1- ON SHINGLEED WALLS, WALL MOUNTED FIXTURES TO BE MOUNTED ON CEDAR WALL PLATE. I 1t rI r i ' J 1-t r rr r r ®❑f$i�l�sK FPp.�P D-r UP:G.R: E C .P- (I)S W I T C H O P ERi i_. 8— ELECTRICIAM TO VERIFY ELECTRICAL REQUIREMENTS OF ALL APPLIANCES & EQUIPMENT., SPECIAL OUTLET ELECTRICAL FIXTURES : O SURFACE MTD.—CLG. OWNER TO PROVIDE THE FOLLOWING FIXTURES (INSTALLATION BY CONTRACTOR): OF, SURFACE MTD.—CLG. (Porcelain) I— CHANDELIERS (DINING, FOYER, STAIRWELL, ETC.) 2- KTCHEN PENDANT. . . . . . . . RECESSED-CLG. 3- BNTHROOM WALL SCONCES WALL MOUNTED 4- SURFACE MOUNTED PORCH CEILING FIXTURES 5— ALL DECORATIVE EXTERIOR FIXTURES 0� DUP. FLOOD 6— PATH AND fPOST LIGHTS O-> HIGH INTENSITY, SWIZEL, RECESSED71— PADDLE FA1NS (To be Mounted on Bracket Spanning Joists) CLOSET LIGHT 91 ELECTRICIAN/GC TO PROVIDE AND INSTALL THE FOLLOWING FIXTURES: SHOWER LIGHT (Wet Location)I— ALL PORCELAIN FIXTURES 2— ALL RECESSED INTERIOR AND EXTERIOR FIXTURES (5"O,"HALO"), HOUSING $ TRIM (White) UNDERCAB. FIXTURE 3— ALL CAST ALUMINUM DUPLEX FLOOD LIGHTS. 4— UNCERCAE31NET KITCHEN FIXTURES © DOORBELL/CHIME _-__ ___-____- _______ ____ ________ ---- --------I ---- --------- � EXHAUST FAN AFFLI " NCES : PADDLE FANOWNERTO PROVIDE THE APPLIANCES, INSTALLATION t ALL UTILITY CONNECTIONS BY CONTRACTOR + ° PADDLE FAN LIGHT GFI ATTIC FAN ------------- -------- -- — ------------- ------ SPEAKER A TELEPHONE O CABLE VISION---- PLUNBINIG NOTES : O COMPUTER (Cable I Phone) I- PLUMBER SHALL TEST ALL DRAIN LINES AND ALL WATER SUPPLY PIPING BEFORE ENCLOSING WALLS. E LIGHT W/ HEAT/FAN/NIGHT LIGHT 2- ALL EXPOSED FEEDS AND ESCUTCHEON PLATES FOR WATER CLOSETS SHALL BE CHROME PLATED BRASS.3- INSULATE ALLL HOT WATER PIPING PER ENERGY CODE AND ALL COLD WATER PIPING TO PREVENT SWEATING. O THERMOSTAT 4- ALL DRAIN F'IPES RUNNING THROUGH IST FLOOR WALLS SHALL BE CAST-IRON TO REDUCE SOUND LEVELS. - FAN/LIGHT KPI 5- ALL HOSE B3IBS SHALL BE "FROST FREE" WITH SHUT-OFF VALVES IN BASEMENT. ................... � ........ ............................... .. ....................... '�-'� ' � '��' ' ! " ""'.' 6— PLUMBER TO RUN AND CONNECT PROPANE PIPING FOR RANGE AND GRILL. SMOKE DETECTOR Oco CARBON MONOXIDE DETECTOR To Post SWITCH Light SWITCH 3-WAY --------, r------------- ----- - ------- SWITCH 4-WAY SWITCH W/ DIMMER w SWITCH WATERPROOF DDRAWING i— TITLE: 0 =------ JAMB SWITCH p 14 ------=------w.P. KEYPAD ELECTRICAL GFI GFI _ ------ To end EXISTING PLUMBING FloorC andell FIRST FLOOR V. To nd Floor To Bsmt. 0 JOB: D ________ ____ _____ __ _ _ Do FLOTTERON RESIDENCE 5115 CLEARWATER LANE CUTCHOGUE. NY 2A I I w.p TOWN OF SOUTHOLD SCTM8 1000-118-02-14.1 3 � ARCHITECT: FREDERICK R. WEBER 41 EAST MAPLE ROAD . . . . . . . . . . . . . . . . . . . . . . . . . . . . GREENLAWN. NY 11140 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . r 52 NOYAC PATH� WATER MILL. NY 1111L TEL 1 FAX 631 a61-1084 M SEAL: 000 F----(P AC I AC 3 (liv/din) (mbr/br2 .. .0 REV.:ELECT : 1C...0AL ( Plumbing) DATE: AUG 21. ZOOQlamIbAC .1 (bra/ ) 4r ifFIr� F L V V R PLAN SCALE: 1/4" = P-O" JOB NO. w2001.04 NG RW. FI I tz1 I i i ELECTRICAL SYMBOL FEE®ERICIC SYMBOL DESCRIPTION ROBERT 0 DUPLEX RECEPTACLE WEBER Roof ,I :3" 3" 3"" 3" 3" I 3" W.P. DUP.REC.-WATERPROOF ------ -- - - �., ------------ J L —J L --------------��_----J�--------- JIL ---------- _I_ I - 0GF1 DUP.REC.-GROUND FAULT 2 I/2"i 2 I/2" ' 2 1/2" i 1 1/2" ' 2 1/2" ARCHITECT .. 2 I,/2" 1 r----�-_2 1�2'_ -- I 1 � DUP.REC.-FLOOR _ i DUP.REC.-(USWITCH OPER. 2 1/2 a � rt-"-�---- C� SPECIAL OUTLET I I I I i I I 1 i I I 1____l I lath 2 1 1 1 1 1 1 1 M. Bath I I Laundry 1 1 athl3 I I Q 1 1�2" 2iV2" 1 V2" 1 IY2" i 11>12" 211/2" 1 IY2" 1 _ I ly2° I 1 li 2" 211/2" 1 lh" 1 1' 2" I f O SURFACE MTD.—CLG. / I I l 1 I 1 1 I W 1 ► 1 I I OP SURFACE MTD.-CLG. (Porcelain) 2nd Floor I , ( 1 I I I I I I i I 1 �.-� 1 I 1 I I I I 1 RECESSED-CLG. -------- - - . .- - �- _. _- - -- -- t---1--- - - - ------�- -- I - -- +O WALL MOUNTED 3" 2" 2," 1 1 1 121" 3" 2" 2" 2" 3"2'" 1 12" 1 12" ' 1 ,(I�h C.O1------i------- i - C.O. DUP. FLOOD 1r'GFI �.•__ J' C.0_ i ' 3 1 ` 3" 04 HIGH INTENSITY, SWIZEL, RECESSED 2 i/2" I I �--- ,--- --j _T_--, I i 1 I 1 1 1 o CLOSET LIGHT 38 SHOWER LIGHT (Wet Location) ,{� Ppwder I I Kitchen I Pamtry jBath 11 j Laundry I 1 0� O p 2 IX2" I I O—� UNDERCAB. FIXTURE 1 1, 2" 1 1y2" 3'" 2 11'2" 1 1�2" 1 IX2" 1 11`2" 1 IY2" 3" (� I 1 I 1 0 cQ DOORBELL/CHIME 0GFI 1 I I I I 1 I DW i W i EXHAUST FAN I O I I I I Ist Floor— I ' F— F.A. I I ----- --- I --- _.------- -- --- --- --- --- -- --- -- ----------- 1 PADDLE FAN 2", 2," 3" 1 1 2" 2," - 2," 2„ 1 1 -- -- -- -- - - - -- - - ---I•----------- --- --- ---- ---- ------ ---- -- ----- --- -- ----------- 1 I I I 12" PADDLE FAN / LIGHT I I I To Approved 1 I C.O. Sanitar I -J Building Drain, �f" Diameter, I/8" per Ft., Min. Pitc 1 C.O. C.O. Systemy a ATTIC FAN Q ,ph O Pamtry I I sP SPEAKER `III 3A 11 I I�2" 2 IY2" 1 1y2" 1 1 1 1 1 1 I p TELEPHONE 1 1 I I 1 O0 Lj CABLE VISION Basement _ _ _ - COMPUTER (Cable d Phone) 3 "2," 11/2 LIGHT W/ HEAT/FAN/NIGHT LIGHT'� C.O. THERMOSTAT 3" 1 I II 1 I � � - FAN/LIGHT I I 0 i 1 1 O 11 SMOKE DETECTOR 1 1 I I OCAB i I I i PLUMBING SCHEMATIC NOT TO SCALE � co SWITCH RCON MONOXIDE DETECTOt<2 1 I I I I 1 it3 � I I �} SWITCH 3-WAY 1 1 SWITCH 4-WAY I 1 I 1 o SWITCH W/ DIMMER I i FTc I orst $w SWITCH WATERPROOF DRAWING TITLE: ------------------- 1 JS JAMB SWITCH ---- ------------r_r- 1 ' 1 ---`----, 1 KEY PAD ELECTRICAL I I I I ' I EX EXISTING Chandelier SC�1D FLOOR1 I Light Fixture In _ Tower Above if 4& I'. r __ JOB: r" — _._._.--_ _._._ $__________-- - ` _r`__ - 1 FLOTTERON RESIDENCE 1 i i 1 J r r 595 CLEARWATER LANE CUTCHOGUE, NY r TOWN OF 3OUTHOLD SCTMIt 1000-118-02-14.1 I G -- ,r --- _ — \ a 3 - ARCHITECT: O _ rr (D `---._ --_ _ FREDERICK R. WEBER Q `lB - GREEMLAWN.NY EA MALE ROAD0 52 NOYAC PATH ;CATER MILL. NY 11916 . -�-, T TEL L31 '154-5555 C , FAX L31 261-1084 � f I Ist FI or 1 i \ r ELECTRICAL ( Plumbing) REV.: 5EPT 5. 2008 AUG 21, 200� + DATE: SECOND FLOOR F) LAN o 0� SCALE: 1/4rQ e_ r 1/4" = 1"-o,' ```- Qp JOB NO: w200L04 r DRAWING NO. E2 / P2__J OF E2/P2 I CONC MON FREDERICK ROBERT R OBI WEBER _ c ONC' Uj MON ARCHITECT O � � UTILITY �',,�i.--' .-- ' POLE 1 EL 1.2 "� CONC i/ r- �,. N 1� ,- �� MON G / O GUY / .s O, WIRE triTILITY O, l / / I SOLE Y !� CONC / II MON J i I Connect te( n I �/oo Public Ula£er 7a 1 n (Per ,StWA O O ILH I Specffrcatrons) A p PN 1 J to0Wel adrus 01 /J/ ` t`Exp IIV / A +\���,�� /� � — •`' I _ _... 150' Rad,us I �+ � �----•- �i v / / — j to Well I ' G --- -- EXISTING ` \ — LP1 �', CESSPOOL �/ ��, A BAON II ; E�<ISTING I // a ST NG I L UNPAVED EXISTING WELL ��� //�LL i' gRIVEWAY IN RESIDENCE O / / / �' � - O ,( / ,' UTILITY /('�j POLE rON v \� I / ��/ , UTILITY POLE / , F ,-� I .> SOUTHOLD ZONING: Ffwl .o TOWN '' � �' N NC$: / `\ DRAWING TITLE: / C O 16 ZONING: ;a..�-� J 1 / ,'Stone (=ac / '--'" / �� Poured one ete/ / -'� j�/ SIDE ( _O SITE PLAN ' / SIDE (ONE). 15' t Retatn g Ul li / PRZ5PO-S1=D / SIDE (BOTH); 35' r Top Wall / / �-1'-A9 I / REAR: 60' F! . 5' / /_ RIVEWA- "% -_�___�___-- __-- EL IS MAXIMUM HEIGHT (PRINCIPAL): / EL ----~ 35', (2 1/2 STORIES) EXISTING SANITARY" SYSTEM ' 4 TO BE PUMPED OUT, BACKFILLED WITH CLEAN SAND :,Y`J- �- � Ig :r• • / / / / ANC) ABANDONED ' { / �j TIDes �' TA ! /' u' Drarn ge t/s / \0 PIPE p r' ,. ;; / Q- Ring,i`Typ.)WETLAi' - + _ ,.,'TEST / L 13 / ..:Septic / JOB,: SETS CK ALL CONSTRUCTION TO OCCUR IN FLOOD ZONE X � � � Tapk � �° �HOLE / �t�� / _•-�i �\ / - n'Jrr` r` �.� PROPOSED /, . . . . - - EL 20 /n /' '' %` ~+/��\'Y' ELtl5' -�'1' �xf�f2 Ct� / 8 ----_\ RECONSTRUCTION/ADDITI ,' ' s�, �, .i ` .�;• `,, .. 5'L;48 � __.EXISTING CONTOUR �� ► �� r i oN / FLOTTERON RCSIDENCls /v( EL 8 ��_�-- RESTORED OR NEW CONTOUR emove a. _ , d` 595 CLIEe4RIllATER LAND O 6E- 8 ' Clock ,- P.EVISED CONTOUP. 545 C EARWAOGUE, NY ' .'Remove ortron ���Curbtng ) �• � �;' • rof Ev. mg Dm`eway / ``� J-Sid O- ... O TOWN O on roperty/ = � Wi! OF SOI1T1-!OLD n�� <\� f?e- etAhtrsh Grade` ckn90 +fq L IS�� `� - / OJ �� I U�—I 1 In Area of EwsttngF / SCTMt� 000-118- 4. !` `"i, ooundatron Fill ng � On-5rte Fdi F.:;:.; .: , { i0„•' ARCHITECT:� ,DF,f1pLISF�. / Stone Retaining PROPERTY OWNER: �L xtST11tG t�Y�i)�E S� Wall m Grade JOSEPH and NORA FLOTTERON PROD c ERICK R. WEBER d' ! D.EK BELCH OF\/ CONC MON NTouK c T O >L, < : ' < � �41 EAST MAPLE ROAD ,,��,, 2 0 FMB+ 156, DATE FILED AUG. 16, 1922 GREENLAWN, NY 11140 0 0 / 0 LOT 10�1 and 1/2•: P Clearwater Lane in e g PIP' ^MENDED ^ ;F '., \' r\ Ij A •� / 20 M,\P of P\ASSAI! POINT 52 NOYAC PATH .. � L Yam. /' • WATERMILL N" ` i' �� /�. SITUATE: CUTCHD:GUE Ii ���" \ TOWN OF \ .:;:... SOUTHOLD TEL 631 754-S�v55 CONC SUFFOLK COUNTY, NEW PORK i sT,00, ` , _ X, '^\ y I=A>C G31 2�G1-108,f �:..:::. ;_>.. /r IC KTyp) -FC I8 SURVEY INFORMATION: . SITE iv` C ^ A (J�" ._ ^ Y 1F) LAN -,c, , ,.�Tr,i�LCY {SAr�SEN. LAND SUI�VEYOK'� _� ... ..: NORTH SEAL: �� a' ` "' PO BOX 294, NEW SUFFOLK, NY f , •7 O .\ w - ___ ,� y,� ,.-,{{:�;,�� . `"� SURVEYED: NOVEMBER I�, I�q2 ` D�Ygnrt9H +i �'�_\\ -_� I = ZO'— UPDATED: OCTOBER 24. 200G C�`'c'�r• .�.� C��r :: EXIS T Jt? ,I-jOUSEST!y y' _ �� , _` 444 "� ELEVATIONS ARE REFERENCED TO N.G.V.D. of 1929 DATUM ENTIRE PARCEL IS FOUND TO BE IN FLOOD ZONE "X" BASED ON �� F( FLOOD INSURANCE RATE MAP NO, 36103C502 G �< .BOTH# 1000' 118_�02-I-;.I — LOT A44,185 REA: S.F. 11.028 o0 � 1� �- �`1/ 12' contour JUNE 16, 2008 I O �? ��N rs r �,�r REV.: AUG GO, GOO.,,, DATE: JUKE H. 200 1 :art �•� ot .'�.CALIF: 1" ''0' i DRAWING NO. OF Al i