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HomeMy WebLinkAbout37630-Z Town of Southold Annex 5/12/2014 ,; N, P.O.Box 1179 54375 Main Road ' ► ,a' Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 36910 Date: 5/12/2014 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 825 Haywaters Rd, Cutchogue, SCTM#: 473889 Sec/Block/Lot: 111.-4-2.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 10/11/2012 pursuant to which Building Permit No. 37630 dated 11/13/2012 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Thorp,Dolores (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-12-0060 05-08-2014 ELECTRICAL CERTIFICATE NO. 37630 04-02-2014 PLUMBERS CERTIFICATION DATED 04-16-2014 Gr port Plumbing Autho • el ure __� �r NI, TOWN OF SOUTHOLD ,„„,„L.,,,,,, BUILDING DEPARTMENT TOWN CLERK'S OFFICE '$ f SOUTHOLD, NY 4419 0 ., * * BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 37630 Date: 11/13/2012 Permission is hereby granted to: Thorp, Dolores 77 S Park Ave Rockville Centre, NY 11570 To: construct additions & alterations to an existing single family dwelling as applied for At premises located at: 825 Haywaters Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 111.-4-2.1 Pursuant to application dated 10/11/2012 and approved by the Building Inspector. To expire on 5/15/2014. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,315.60 CO -ADDITION TO DWELLING $50.00 Total: $1,365.60 *": le----' Building Inspector Form No.6 TOWN OF SOUTHOLD. BUILDING DEPARTMENT TOWN HALL 765-1802 • APPLICATION FOR CERTIFICATE OF OCCUPANCY • This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accuratelocation of all buildings,property lines,streets,and unusual natural or .topographic features. 2. Final Approval from Health Depi 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 2110 of 1% lead. . 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliafice-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)lion-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 cpmpleted application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, • Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00: 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of.Occupancy-$25 . 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy - Residential $15.00.,Commercial$15.00 Date. `i"1� I`( eZfl '��� 'lew Construction: Old or Pre-existing Building: • (check one) . - or ... ation of property: • • /LS � 'l 5 .t oic c� . 6rt-clAtofi tie l h��SS6u liJ T) House No. • Street • . Hamlet )wnir or Owners of Property: •1L • • ktffolk County Tax Map No 1000,Section .1 1 Block 474 Lot 2,1 labd:ivision /l e4Deo '' r A RP 1,1M5,,[t4 Pot-sr Filed Map. 5(.. Lot: .30°) . • 'emit No. 74030 Date of Permit. if/ 3 - !2.. Applicant a� �``Ito 6°122 lealth Dept.Approval: Underwriters Approval: . 'banning Board Approval: • request for: Temporary Certificate Final Certificate: (check one) ee Submitted: $ 5i2• BO< Applicant Sian ��,�� �OF SOij,- o Town Hall Annex ��� ~ : Telephone(631)765-1802 Alig 54375 Main Road ; t Fax(631)765-9502 P.O. Box 1179 : G Southold, NY 11971-0959 't XA ^a-. .'or roper.richertCa�town.southold.ny.us .COUNT` \\''`"I ;ii° BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Thorp Address: 825 Haywaters Rd City: Cutchogue St: NY Zip: 11935 Building Permit#: 37630 Section: 1 1 1 Block: 4 Lot: 2.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-e SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200a Heat oil Duplec Recpt 45 Ceiling Fixtures 10 HID Fixtures Service 3 ph Hot Water GFCI Recpt 10 Wall Fixtures 7 Smoke Detectors 5 Main Panel 200a NC Condenser 2 Single Recpt Recessed Fixtures 33 CO Detectors Sub Panel NC Blower 2 Range Recpt 40a Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt Emergency Fixtures Time Clocks Disconnect 200a Switches 47 Twist Lock Exit Fixtures TVSS Other Equipment: 200a underground service, 1-combination smoke/co detector, 3-paddle fans, 4-exhaust fans Notes: Inspector Signature: Date: April 2 2014 81-Cert Electrical Compliance Form.xls /�0srcoi...A • i SV T o$ of , Town Hall Annex i ~ O �` Telephone(531}765-1$02 54375 Main Road ■ ■ Fax(631)765-9502 ■ P.O.Box 1179 ‘ G Q �� Southold,New York 11971-0959 Iv. �O rr1 urr1(7 �/�,r ■.irrr/ r/ BUILDING'DEPARTMENT , i 1 : -- ---:-----;-7::: - F17-77-41: 1 ,---:tr-4-t TOWN OF SOUTHOLD I'liD-f \1 ',' t R 16 2014 0 ' AAN 1 , 2014 CERTIFICATION Date: /!6//Y Building Permit No. .3 7, ..'© Owner: i/fo/2/P (Please print) Plumber: 47Z EEA(pla r 7-/p/errn i3;n7 / cr�J,3/t c iz /11.49P Z_Gi3,A i ,c,7 (Please print) I certify that the solder used in the water supply system contains less.than 2/10 of 1%u . lead. �_.-- am - ` (Plumbers ignature) Sworn to before me this I 1'44) day of H ` , 201 ' CONNIE D. BUNCH Notary Public,State of New York ��� M P No.01 BU6185050 Qualified In Suffolk County Commission Expires April 14,2 U 1L Notary Public, till—County �o;�pF SOplo<o`` 1(130 * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [VK3UNDATION 1ST [ ] ROUGH PLBG. [FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: S� � O . DATE ///7/..> INSPECTOR ` G� 37g; - oFSO� 0 \ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FO DATION 1ST [ ] ROUGH PLBG. '1J ] OUNDATI [ ] INSULATION '! [ ] FRAMIN /ST RAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Ca&A 4-14-- , dilud--#2 r) 7 j DATE 614F t I INSPECTOR At?-di ,:lAl ,,,,,,,___ 3 ? _43‘212, lq_, ,... . .-(f i# *1 :, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT N [ ] FOU ATION 1ST [ . ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ____rili ie-e-‘,,-1/ ‘)--,, DATE /2// / ' 3 INSPECTOR 1/4/f# (,- () ------, ,i'''Oiiiiii----_ ;'',`off' °6': :` TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTIO [ ] FOUNDATION 1ST [ ] R>dre PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ° CJ LC— DATE (1)-- I& (.5 INSPECTOR ,A---1 ,L"-' c A,j TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 6 dtK., DATE I/I'/1' INSPECTOR 37 (g 30 - ,,,,,,,,,, "40 SOU "i-Il,' Tin TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS N [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) • CO REMARKS: A0-14 i . i - , , / 7--7,-- (616,<__ Gi_ DATE hi 1 (11H INSPECTOR 744 FIELD I - • v N SORT DATE COMMENTS 1/ 07 / I .2: / -' • ,+I -1r'`'"IIF - FOUNDA 'ION(1ST) 41' ' a FOUNDATION(2ND) T--- — . • "fize.7 g gc‘s thxy--)_ az? AnfreAtall 1111.›. MIN PLUIVIBIlNG � � ....-miny • /7/5171P3 4 I INSULATION PER N.Y. STATE ENERGY CODE (� y L ,, • 04// FINAL • ADDITIONAL COMMENTS la -If A°&6 ;,g° r��� i+ 1 10113 C.- 4 L --1q p o 73 • • • • 1' • . o 9 • ;9 ;I . cti • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. 3 7 & Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Examined /173 ,201(h. Single& Separate Storm-Water Assessment Form Contact: �` Approved if/0 v ,20 / a--- Mail to:__ VV [A _ T Disapproved a/c Phone: (01) 15k-555S Expiration ' ,20/ Building Inspector APPLICATION FOR BUILDING PERMIT Date OCT, 6) , 20 12 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, hosing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. // ,, OC__ (Signature of applicant or name, if a corporation) 41 EAST YvVicf>1~.6 Rom RA Ltkix3t4, N4.4. V l 4 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder IDS gm Name of owner of premises 1,01_0 ' rmmin,' (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. r'bs J6 Plumbers License No. perst,wc, Electricians License No. FeTSp►�►� Other Trade's License No. 1. Location of land on which proposed work will be done: x,25 I+,�jw�ft�es Rom tl,AE, Ct- A House Number Street Hamlet County Tax Map No. 1000 Section t I \ Block 494' Lot a, 1, 1 Subdivision , c t W1 4.QV NAs-t,{ ftFiled Map No. t 5 fD Lot '3,of� owt.1¢7 134 1JP c -- Biro .actiIAT. 16, 1912 Gt u rizaPi ttEr , 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy SiNfa1,0 rAwe1 L1' �iplEULt,�t,s� b. Intended use and occupancy 6 ` X.. F'ls-Atu.-t DV�t�Ll.1t�1C� 3. Nature of work(check which applicable): New Building Addition X. Alteration X. Repair Removal )‹. Demolition Other Work (Description) 4. Estimated Cost 11.- ✓t��, Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. t � 7. Dimensions of existing structures, if any: Front 15 Rear 15 Depth 311 Height l Number of Stories I &l' '-t Dimensions of same structure with alterations or additions: Front 15 t Rear `15 Depth IV Height �-� Number of Stories '2. 51 115 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 145. Rear � O.�J Depth ' fit Et) 10. Date of Purchase i/0/85 Name of Former Owner 1 ,12.44,142 11. Zone or use district in which premises are situated (N —CIN1a OP-04u & 10)0a0.--w9 5, ., 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO , 13. Will lot be re-graded? YES NO X. Will excess fill be removed from premises? YES x NO 11 s,fiNezk AVE. X29 � 16 �T6b-`�9� 14. Names of Owner of premises dliloR5S�v2P Address 120e -w►tt.t.A Ctost,M t bone N� Name of Architect VREr> W Mock)hnzAAticz,r-Address Tat a ,aay°t1 Phone Nc 31)15¢55✓55 Name of Contractor pta lo►0c Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO <G. * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO k. * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO)< * IF YES, PROVIDE A COPY. 1 A SABRINA DOMES BUCHANAN Notary Public-State of New York STATE OF NEW YORK) NO.0181.16228030 SS: ( Qualified in Suffol k..ou ty COUNTY OF ■ My Commission Expires c 1 6fiK. V)1312 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the , 1•ST C )a 'C-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. Sw rn to before me this c p�_ day of 0 20 la r al LILO Notary Public Signature o Applicant - " Town of Southold - Chapter i. x p r 236 - Stormwater Management =t �, ;.• SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APP CANT NAME: Owner • ultant-Contractor or Other (Circle One) �- ,. to'ilk, Property OYVNEit(t!Different than Applicant) 1 n - bt,.o RttS 114e2e AddrT v, tIAA e us RA btitet_,f•r U°tiwt4 N. 11 . 5i o T I _,/��3� s ���.GA tzacr�►tuk _ ) 261-1,064. T i -� -� l Ij0 �o T l�7 Faxi i 1 webe archi 1 A yltl j coy—. E-iMan: Props ty Address:811.6 L� V yz$ cat _e►}rXi pription of Conatrncdon Activity,Proposed Stsuct nal BMPs,Sop "'T.": t ppp III 2a i ` Stabaliation BMPs,Project Scope and/or Sequence of Construction Adhvity Section tot ! (Provide Additional Pages as Needed) Name*?Contractor and/or Contact Person Responsible for lmplementatfon of SWPPP: (��.�1h2 c• ✓1 l t7Itsel C`�ti-PR �'TfXZ SC ,C�"O n.■ `'/ a_7 le Address: ,�� �� {�e (C�'t yV T1ey r'ham + Telephone tY [Fax* C}} ,v\,ti.. 11.1„X' S)'A rik YILA.r [�/ E-Mall I- aiWtUetti ON FIAT © ' r ••I. w._ •BENIN , RA./. > • Name of Persons Responsible for Installation a Mentenanee of Erosion Control Practice: p 1 ��O J SST+)� Address:u`c I(S� CST 4 K 1 o t� �2oi°�sL�fz �Lhll� �t, 1/�D(pl lJ Telephone it: Fax# N$"�k1�4 D^ ' I -f -Mail: hh.�-�'� /� y�,, tip 4 � �_ + 'Total Area of All 'Zf(\\Q,/�,/ Total Area of Land Clearing 50 f --" Project Parcels: 1J J ►1v1p c51� and/or Ground Disturbance: J 4/ . 1ts.F.r Acres) - (S.F.I Acres) _..._ Project Duration: Start End - - - . -- (Anticipated) '14a ° Date:IWIL 22t2_ Date:'{ t !pit (Number d Calendar Days) Will this Project Disturbe five(5)or More Acres at Any One Time During the Proposed Development? 1 Yes, No If YES:Please Answer the Following! a. Does the Applicant have a Qualified Inspector On I I I I - + Staff To Conduct the Required Inspections? Yes No b. Does the SWPPP indicate How Frequently the Site ( 1 J List the NAMES or description of all Potentially Impacted Waterbodies and/or Wetlands: Inspections will Occur and for What Period of Time? Yes No c. Does the SWPPP Adequately Identify Ali Temporary { I I I ! l and/or Permanent Soil Stabalization Measures? Yes No -- d. Does the SWPPP Adequately Identify a Complete i— 1 j . --_.._.-.-_._._. Project Phasing Plan? Yes No e. Does the SWPPP Indicate Additional Site Specific f°I 1--I Status of Impacted Walerbody:(eg.r►IIDL,303(d)listed,Impaired...) Practices that Will be Utilized to Protect Water Quality? Yes No f. Has the Applicant Submitted a Completed DEC Notice Of Intent and SWPPP Acceptance Form for Review 1 I I I Type of Impacted Waterbody:(eg Lake,Creek,Bay,Pond,sound,Freshwater Wetland-) by the Town of Southold? Yes No STATE OF NEW YORK, --- COUNTY OF 'ilk SS That I, �Wt ‘Y" � being duly sworn,de (Name of individual si Dowmen‘V14.\---t deposes and says that he/she is the applicant for Permit, And that he/she is the . I l (Owner,Contractor,Agent,Corporate Officer,etc) Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to ■ make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me this; ! i day of-0v Cr- ,20) . ■ Notary Public: ...R i (Mgnature of Appliiant) SWPPP Assessment FORM: 1 SABRINA DOMES BUCHANAN Notary Public-State of New York NO.01BU6228030 Qualified in Suffolk oun My Commission Expires ++, %pF soap:-,`O l0 : Town Hall Annex Telephone(631)765-1802 m�ax(631)765-5-g�5og 54375 Box 1179 ,i roger.richertdtown.SODUIOIa.nv.uS P.O.Box 1179 � O1 Southold,NY 11971-0959 '�`0 _!JCOUNI1,* BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: ,..2/.3A Company Name: Name: Wit/ License No.: 5-7 8 — Address: 0,p APPc arc c-o v o c-P ki V //77t Phone No.: c'16, S-6 l6 JOBSITE INFORMATION: (*Indicates required information) *Name: 7-140 D (2--P *Address: cer S /41 4 y j !EQ S i -r—ai o6 v/_ *Cross Street: VA AIS'rq pv' /L- *Phone No.: 6/ 6 - 02 S o - l 1 P 3 Permit No.: 37 63 0 Tax Map District: 1000 Section: \ l 1 Block: 11 Lot: , 1 *BRIEF DESCRIPTION OF WORK (Please Print Clearly) jY i Ea �ivo vAT-Ac,J `vlin/t� s 6 (Please Circle All That Apply) *Is job ready for inspection` NO Rough In Final *Do you need a Temp Certificate: 410/ NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION S oil ;C _ ,� Gig.✓Q ����- Ae 82-Request for Inspection Form ) \tc, ti FREDERICK 52 NOYACK PATH,(PO BOX 1374), WATER MILL, NEW YORK 11976 TEL 631.754-5555 ROBERT I 41 EAST MAPLE ROAD, GREENLAWN, NEW YORK, 11740 FAX 631.261-1084 WEBER ARCHOTECT October 26, 2012 RE: Renovation/Addition THORP/MICHAELS RESIDENCE 825 Haywaters Road, Cutchogue (Nassau Point), New York Attention: Pat Conklin Attached is a sanitary permit for the above project. Please let me know if there are any additional items required for the issuance of a Building Permit. Thank you. ei, EDERICK R. WEBER, R. ,) NO\i 1 2012 GAR F 52 NOYACK PATH,(P0 BOX 1374), WATER WILL, NEW YORK 11976 TEL 631.754-5555 FR `6)E ROCK 41 EAST MAPLE ROAD, GREEN-AWN, NEW YORK, 11740 FAX 631.261-1084 WEBER ARCHOTI!CT Na,. 0) , QvVU • To : soutiot_i:), &Let:4. (47.isvzicA,A__ tzD-, 141-toRtVvv\tztk Awri-frOefe 11% rL 161 - P—(A\ ) Q"l, .1 R--/b4 (A_\ . 1 10 tr2„, Irtv.tk_ <SlAcz ii,Y2A)Ft L..0-7LAwk.9.-- ea:zet& :EcEngErn1 � � � ► f Lli NOV 1 3 2012 [1:j BLDG.DEPT. TOWN OF SOUTHOLD ERO�� 52 NOYACK PATH,(P0 BOX 13741, WATER MLL, NEW YORK 11976 TEL 631.754-5555 �R� FRED 41 EAST MAPLE ROAD, (3REENLAWN, NEW YORK, 11740 FAX 631.261-1084 ROBERT WEBER ARCIKIOTI!CT ---INAl Z 3) (Lo1Z itvavtF t v,,Ltw•-7 G►kTUrlo(aut% , tbtea, rtz2vArt - 5102o flocs N '7F T2 up. fir Pidevwri-- 'i�G, TWA-NI 'u1, ,'/,„, iii Town Hall Annex . Telephone(631)765-1802 54375 Main Road ■illi 411 ∎ Fax(631)765-9502 P.O. Box 1179 li G 1 Southold,NY 11971-0959 =..* -... t%� .00UNTI,� ;” s.... -0°. BUILDING DEPARTMENT TOWN OF SOUTHOLD April 15, 2014 Dolores Thorp .825 Haywaters Rd Cutchogue, NY 11935 TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. tdk 0 1Lk Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 37630 —Additions/Alterations a- 376, 30 I Peter Michaels / Patti Thorp ,[_ -- _' 825 Haywaters Road 1 71'- Cutchogue, NY 11935 LI l.i; APR 1 7 2014 1 To whom it may concern, TOI/: i � Hi D As the owners of the property at 835 Haywaters Road in Cutchogue, New York, we understand and acknowledge that following the renovation of the house, which included the installation of a new septic system, the property must have landscaping undertaken before a certificate of occupancy can be issued. Specifically, steps need to be taken to ensure that a lawn is installed. This note is to record our promise that such landscaping will be undertaken. We have engaged Tommy McCaffery of Tommy's Lawn Care of Mattituck and will undertake to grade, supply topsoil, and seed and /or sod the existing lawn. The installation of an irrigation system will also be undertaken. We expect to begin the work within the next ten days. Peter J. Michaels April 15, 2014 .,, _ , _ _ L TOWN OF SOUTHOLD PROPERTY RECORD CARD r OWNER STREET �(�'J �j - VILLAGE DIST. SUB. v LOTV� !ag ' _•a I i I A —&.1-p�T � 0 et d 0 v 1-c 4 o,14 e 94? Air-,r,,d , A,� i-ctiv4 R�90. "a_ r FORMER OWNER N E ACR. ao I S W TYPE OF BUILDING Ir✓a)a z— q 0.- I ' 111,0 Y. 1` /EH REV SEAS. VL. FARM COMM. CB. MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS , /��0(46 , 4p., 22 Q?, , su,1d m e w L use, E, 0,:fi m / L! S!°G t i L �'1 L /boo x(14 O 7/1/77 SoL�} '��i, Soo, �/, oo�c 1�' Kiefol z itWf T 7:R.(5p ni 4WF p 3.1 e.---/ 4/, /V:e // ii •9/i6/k so/I 0N�� 410t z Jo /l Yah 4'a t,f, / .�,FA o a r e) 4" 2-0 a f` i V t.7 T/i S - 1_9841 e Sac-- Kyci - i t ; : 0,00>a o o ti -=z,--o 17 ( 0 o .�/ b .51a5/(157--L I a�t as�f - I r O --h.o,r _ . .. )Qo L c,. tJ c, G `boo ✓ 1/x//77 ,4_,D5105- ID /ores 14,` kor r2-fain s ItF•. es- - _ t0 AGE BUILDING CONDITION , t Ic _L pri NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable 1 Tillable 2 Tillable 3 Woodland Swampland FRONTAGE ON WATER Brushland FRONTAGE ON ROAD his-- @ 4q ; 191i= House Plot DEPTH A v 9/4 BULKHEAD Total ...... DOCK 41......■ _ zit- rhi li,ilLi ' - ,,,iv* imi 1 / ' ' .."■1 # , --■ ' . .. , ' *' .- ' 01 ■tsr • .,. .,,,,,, ,, ,- COLOR MEE 111111111111111111.11.1111.11 ie.t;I, : „ . : ., ZiV 111111111111111111111111.1111111.1111 . ..s. ' amen L. I . i .. . No ommoommoNNENN . . „t r...„ -AIL - hiZIL !FL'I'''' fli , I TRIM up 111•11111E1111111111111111111M pi AI 0 imimmunumpg. M ......_____ 1111111P111111111111111111111111111111111111 MMINIPMEIVIIIIISINIIIIIMIIIIIIIIIIIIINIIIIIIIIIII 1111111111Elaini11111i4031M1122111111 11111111111E1•1111111111111•1111 IiiiiiiiMIIIIER•11111111111111111 •III•MM1111111111lMiiiiiitIIIIIIII• 1111111111111111111111111111111M1111111 111111111.111111•1111111111•11111•11 IIIIM• MIIIIIIIIIIIIMMII•IIIMII•• , M. Bldg. IffriMIENIVEIN Foundation e Bath 2., 'C'' Dinette Extension Y.' e --7 -- 2., 0 PIM Basement ?"1--t-e.-C.' , Floors K M K. Extension &"- \..)-,r- .7 647) Mill Ext. Walls' ' e". -.- c--. Interior Finish IIIMM LR. . 4 Extension IIIIIIIIIIIIMINEIES 1 0 F" e Place Heat • L-e c.41-1 ',- DR' Type Roof _,..f.„ Rooms 1st Floor BR. Porch Nffilliffillffil " 0 Re eation Room 2nd Floor FIN. B. Porch Dormer Breezeway /0 r 1,44- 7 7/ ).--d I 0 0 ), 0 Vfeway Garage `).- 'Y' `A. / (i. , 3 0 c /1111 3U = Patio Mill11111.1111---7 = O. B. A Gli.'6(e if- .:1' 2,- ‘..'''''' -. 0 Total °AIME ---. ---, D. r. IP BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted: 1o(1 (( z Date Reviewed: spi,7, Applicant: VU,J -L Lek. Owner: 1) `1 It Architect/Engineer: Estimated Cost: SCTM# 1000- 1,1) - 4- - 61,1 Subdivision: Zone: Conforming? Property Address: 05- Ay,.,,x.Csr (A: 4c City: Pre COs? Building Permits (Open/Expired): BP -Z/C/0 Z- ,Info: BP -Z/C/O Z- ,Info: BP -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: REQ. Lot Size: tin Oryco ACT. Lot Size: 3 9, 461 REQ. Lot Coy. ACT. Lot Coy. REQ. Front A6T. Front REQ Side ACT. Side REQ. Rear PROP. Rear REQ. Height. ACT. Height IZ E st, ,Boil, SIDES A c T Project Description: A M/i.o,c, � �`� S ' a�k d /•-C-IA-L/ / t1-I . Waterfront? Y or N? If yes, water body: Panel# Flood Zone: Bulkhead/Bluff Distance: ADDITIONAL APPROVALS REQUIRED I2J Suffolk County Health: r N - If yes, *Bed#: 4 *Date:g__)/J//?*Permit#:le/6-1-1-6"6' ¢�'- Town Septic: V or 1■ - If no certificat'•n required: Y or N Received: Y or N By: NYS DEC: PRE-DEC 9/1/75 Y or N - Date: : Permit#: or NJ Letter- Notes: Southold Trustees: Y or N - Date: , Permit#: or NJ Letter-Notes: V Southold ZBA: Y or N - Date: / / Permit#: -Notes: Southold Planning: Y or N- Date: _/ / Permit #: -Notes: • Town Landmark C of A: Y or N DTE: / / *NYS CODE Com,�! . l a jpage 2): Y or N Notes: 45 e /i C/y ,-,,,, ,,1 • Fee Structure: Calculation: Foundation: SF SF X $ _$ First Floor: SF + Initial Fee: $ Second Floor: SF +Additional Fee ( ): $ Other: SF SF X$ =$ Total: SF + Initial Fee: $ + Additional Fee( ): $ TOTAL: $ , • • NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: .Ground Snow Load:20 Wind Speed; 120MPH Seismic Design Category:B . Weathering: Severe Frost Depth: 36" Termite: M-H Decay: S-M • • Design Temp: 11 •Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: • HEIGIIT/FIRE AREA: • TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: YIN • CEILING JOISTS: Y/N FLOOR JOISTS:Y/N ROOF RAFTERS: YIN LUMBER SPECIES AND GRADE: YIN WINDOW AND DOOR SCHEDULE: •MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE? YIN (RETURN TO PAGE ONE) Abandonment of existing sanitary system must be in rHEOOOR� /F comformance with department requirement Submit MARTZ, JR. BASIL N/0/F completed form WWM- '0 as proof. LOT g7 ASCIUT70 N/o/F JOSEPH J at MAUREEN •• DECKER LOT sa DECKER . -..—' LOT s9 S 34 19' 20" E 1 100.00' a% PROPOSED SANITARY SYSTEM NEW HOUSE (4 BEDROOM- MAX.) N) 1000 GAL. SEPTIC TANK N. p 300 S.F. SIDEWALL AREA OF LEACHING POOLS C0 °* (I) LEACHING POOL. 8' DIAMETER x 12' DEEP ' In - (V MEET ALL S.C. DEPT. OF HEALTH SERVICES REGULATIONS. I AM FAMILIAR WITI4 THE STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUFFOLK COUNTY 1^ ' tTi'rr1ENT OF HEALTH SERVICES SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES AND WILL ABIDE BY THE CONDITIONS SET FORTH THEREIN AND ON THE PERMIT TO CONSTRUCT. PERMIT FQOR�+' '�-' • A)L OF CONSTRUCTION FOR A PIPE V4 PERDFT. SINGLE FA ILY RESIDENCE AND MIN,PITCH I' MIN, l 2' MAX. LOCKING CAST TRAFPIC CONCRETE IRON COVER BEARING CHIMNEY DEPTH TO GRADE SLAB ff '! 4'9 APPROVED CONCRETE DATE 1 l l . REF. �,— ,3 _6 ) `12 •. ,a � ��.�., � PIPE 1/8' PER FT. COVER H. N0. I L.(f/.� 4.- ` MIN.PITCH ' NV.+L6' PLOW 'S DEPTH m I INV.+L4.6' /4#w ,' BAFFLE 1NV.+64.26' LEACHING ``/� in SE- IC POOL TOTAL •'' 'MUM BEDROOMS TANK :r (1000 GAL.) (300 S.F.) �' 3' MIN. LPI EXPIRES THEE S FROM DATE OF APPROVAL COLLAR ----37Th 8'_O. I (MIN.) a'-O' } _-_-150'-Radius HIGH SEASONAL GROUNDWATER (MAX.) --- TEST HOLE DATA / McDONALD GEOSCIENCE /- . SEPTEMBER 20,2012 / w ?• W \ 0.3 DARK BROWN LOAM (Oh) K // 0) X J W \ 3, BROWN SILTY SAND ISM) O // lK O \Z 9 \ / 3 - - 100' Radius \a .\ O l<Ll7< i -------- \\.0 z 0 -.JJ0 \\\ PALE BROWN PINE (9W) Z Z / . <- Zin(Q \\ TO COARSE SAND //Z ~O W n 0 // ABANDON - Na n I o --1 t.,Iii a] ,' EXISTING \ \ // < (pa // SANITARY ST \\ / M / ° F1ED M' NO WWATTERED / // ^- "�....- �\ \ K �� I // Existing g 1-s . 'CZ' 10 /�, L\ FO PROPERTY OWNER: / /// �r, Et ee.xAp` 1 �o, ,:� s, �� Q= I -PATTI THORP / D: * # n-T7 / / Exlstin• EXISTI . pO 825 HAYWATERS ROAD j / Garage DWELLING 8-L2 •Un:` ' I' ` m• HAMLET: NASSAU POINT I i c °z ' V ' P' O�O i p ill TOWN OF SOUTHOLD I I I Q. , � S)' ? /' `0 SUFFOLK COUNTY, NEW YORK/ / 041:511 s' .7 '3 1 RI SURVEY INFORMATION: I �,� I — 1 -1r- can NATHAN CORWIN, SURVEYOR I sPO. V II rn a r JAMESPORT, NEW YORK I 't'18 1 �Sep'ro - . ) SURVEYED: MAY 1, 2012 I LP� •Tdn FREDERICK WEBER, ARdHIT $m r..„-- fl LOT 309 OF AMENDED MAP A o� NASSAU POINT 1 w I,M°-, . G 41 EAST GREENLAWN, NY 1n4 I to et GREENLAWN, NY 11140 I t. C OWNED by NASSAU POINT CLUB 1 PROPERTIES. INC. II < I >9). I 3 n FILED IN THE SUFFOLK COUNTY1CLERKS OFFICE 1 W u I NEW to SEPTEMBER 21, 2012 I G.)m AS FILE No. 154, FILED AUGUST 14, 1922 1 c =t SANITARY I 1 ■ 0 ,' 0. I SYSTEM / :l V) SCTM: 1000-111-04-2.1 1 \ ' i O I LOT AREA: 39.444 S.F. (0.90481 ACRES) \ 0O 8 0 1 // \ N. 7 N I •°p /LLI SITE PLAN NORTH vv v? T /// \ / �u �$O / O /r = 40'-0" \ \\ oro ` WME1`0. // / ■ r- I- 0.120 ` ` . __ O O 560 \ �f - / .i•' .7/ O - is o 11 J O� NG �/ I i I1 111 Wet-' . 0 14"X8" Vent 'I Modl~'{j Deck AlongsM¢ New ~Jall as Requested I0'-0" 8' -4" Slab ~) Hdr, P. Cone. or BI, Found. OJall on )"xS" Cont, P. Cone, "Pin" Found. I . Dali w/ I IS) Bars ~T§D,) IUNEXCAVATEDI ;qB GaL Dehumidifier 0~1 Tank Location Cone. P~er Enlarge/Saw-Cut Ex P~pe D,,olum?, 2~"x~4 x12 P. Conc. Ftg. · / I3) ~ Bars Both UJags Ex Cone. al ~2) ~ t Bot. and DC, Vert. Cone. BI. a/ Homz. Ladder Stgle Relnf. E,/erU linc[ Course t ~ R~bars. 32" oc, Vert. (Fill Cavmtres) Sanltar~ LIe Dram Ex, st{~g C~n~. BI. Found~ Ex Exmtmg IIF Girder Line ~3'-~"" Above S~b)ii E× 4~ NOTES: I- DOUBLE ALL FLOOR JOISTS AND PRAHING UNDER PARALLEL PARTITIONS AND AROUND ALL OPENINGS, 2- CONCRETE TO BE 3000 PSI AFTER 28 DAYS. 2~- DAYiPPROOF FOUNDATION EIALLS BELOEI GRADE. 4- FOOTINGS TO BE S'-O" BELO~ GE:ADE {HIN.) ~- ALL STEEL GIRDERS BEARING ON P,CONO. FOUNDATION ~ALL TO HAVE 4"x~"xl/2" B.PL. ~- ALL COLUHNS TO HAVE C'xlO"xl/2" B.PL. (UNLESS OTHERaJISE NOTED) '~- STEEL SHALL BE ASTH A-3~, (EXCEPT PIPE COL WHICH SHALL CONFORH TO ASTH AB3 ROUND PIPE)· STEEL LUORK SHALL CONFORH TO THE LATEST AISC SPEC. FREDERICK ROBERT ~EBER ARCHITECT DRAUJlNG TITLE= FOUNDATION JOB: THORP /VIICHAEL5 RESIDENCE e2S HAY~ATER5 ROAD NASSAU POINT, NY TO~N OF 5OUTHOLD 5CTH~ 1000-111-04-2J ARCHITECT.' FREDERICK R. IIIEBER 41 EA.~T MAPLE ROAD GREENLAIIIN. NY 11140 ~;:2 NOYAC PATH IIJATER MILL, NY lift1& FAX &31 2&1-1084 FOUNDATION PLAN I/4" = I'-0" KEY REV.: DATE= OCT 3, 2OI2 SCALE: I/4' = I'-O" JOB NO: w2OI203 DRAIUING NO. OF Aa 2x4 Studs~ d" P. Conc. Slab Dn %~_mstmg 12) 2xl2" Heade~ [] Ne,J 9'xT Ovhd. Door L~ader E'Carrlage" Style) Lee of Ovhg. Wlndom Bt E~stlng 12" Header ~lanog. Frame for Removeable Screen ( Btorm Panels q'-9 I/2" Cig. Hgt. Slate on Blab IO'-O" Dn 9 I/2" ~ E~astmg 12" Header Exiting 12" Header T ~)oor Brick in 5and In '/" Io'-o" (E>astmg ~:) L Hose I Nero I ~) IKITCHEN BIqITINGI rT - Island [dr, E>~stlng Ridge Brick Mantle IL'V'NG Roo. I Raised Oak 5trip Line or Ovhg. ¢I 24'-O' (Existing ±) ~'-O" UJ~n~om Q IBEDROOM [. IPANTR O o Exmtmg 4x4 Po, st,~-,, Naa /.x4 Post., , Encase ~n Nee A~ek Encase m Ne~ 'Azek" Tapered C~umn ) Tapered C~[umn ,, Enclosure fll to 91) Enclosure Ill .to 9 ) FRAMING NOTES: L ALL FRAMING LUMBER 5HALL BE GRADE 5TAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER 2. ALL SHEATHING TO BE APA RATED. EXPOSURE I. ~/8" MIN. THICKNESS OR A5 NOTED. $. ALL SMBFLOORING TO BE APA RATED STURD-HFLOOR. EXPOSURE I. 3/4" MIN, THICKNESS. ALL EDGES OF PLYtUOOD TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PL¥1UOOD SUBFLOOR TO FLOOR JOISTS. 4. ALL HEADER5 C-O" AND OVER SHALL BE SUPPORTED [UITH DOUBLE UPRIGHTS. ff'-O" AND OVER IUITH TRIPLE UFS~IGHTS. ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN ~" [UALL t S-2x8 IN ~," [UALL OR A5 5HOtJJN ON DRA~JINGS. ~, 5OLID FLOCKING 5HALL BE PROVIDED FOR ALL JOIST5 AND FLOOR BEAM5 A5 PER N.Y.5. CODE OR AS NOTED · 8'-0" O,C. PROVIDE 2~ 5PACE FOR AIR CIRCULATION IN ROOFS. 4. DOUBLE FRAMING AROUND OPENING5 fSkOghte. Stirs, etc.) OR AS NOTED ON DRAIUINGS. 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITION5 OR AS NOTED ON DRA~JlNGS. 8. ALL FLUSH UIOOD CONNECTIONS SHALL BE FASTENED ~ITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. fl. NAILING SCHEDULE 5HALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x~ STUDS SHALL RECIEVE SHOD NAILS AT SILL AND PLATE. ALL EXTERIOR NAilS SHALL BE GALVANIZED. IO. PLT~OOD SHEATHING TO BE NAILED L~TH 8D e 4" D.C. EXTERIOR EDGES AND 4D · 12" D.C. iNTERMEDIATE. IL ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD UIITH GALVANIZED HURRICANE TYPE CONNECTORS BT "SIMPSON" OR APPROVED EQUAL. 1:2. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJ[ SERIES ~OOD-I-BEAM5 AND LVL PRODUCT5 OR EQUAL. ALL JOISTS. GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. IUEB STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE I 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS. HANDLING. STORAGE. AND ERECTION OF COMPONENT5 SHALL BE A5 PER MANUFACTURER5 RECOMMENDATIONS. IS. ALL MULTIPLE LVL PRODUCT5 IU/ STEEL PLATES TO HAVE 2 ROUJS OF I/2" DIA. GALV. MACHINE BOLT5 e 24" D.C. I~. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS, lb. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8% FIRST FLOOR l/4" = I'-O" Wall fT§D.) 0 Hem Oak St~rtl~ Floor Exmtmg Tm~, ~arnt Exmtlng JBEDROOH Nee Oak ® ® f2) 3'-O"x DbL Hung lC-fi" fExmbng ±) DH Else. leter PLAN 5hel Fire Ral~d H:uar th LIVING ROOM/FIREPLACE ILIINDOLU SCHEDULE ArEa Unit Hodel = R.O, Opng Egres= (~ ADH32~O S'-2" x S'-O" E.94 Yes (~ ADHSO48 3'-0" x 4'-g" No (~) ADHSO38 3'-O" x 3'-8" No 1~ ADH2448 2'-4" x 4'-8" No (~ ' AAN2020 2'-0" x 2'-O" No (~) APW4028 4'-O" x 2'-8" No ~} ADH20S8 2'-0" x 3'-8" No DOOR SCHEDULE Front Do~r Model Numbers Refer to "Andersen", A-Seines, Lo~-E4 Glass, [Uhlte Exterior All "Andersen" Gliding and Insmlnglng Doors to have 5QUARK FOOTAGE; 1ST FLOOR: EXISTING fIST): 141'1 BF NEW fIST): 224 SF TOTAL dST): l~43 SF 2ND FLOOR: NELU (2ND); 909 SF EXISTING FRONT PORCH: 4.4 5F EXISTING SCREEN PORCH: 209 SF EXISTING GARAGE; 308 SF EXISTING DECK: 2,00 5F KEY FREDERICK ARCHITECT DRAIUING TITLE= FLOOR ,JOB: THORP/HICHAEL, RESIDENCE 82; HAymATEE~ ROAD NA-e, EAU POINT, NY TOIIJN OF 8OUTHOLD 5CTtfS 1000-111-04-2.1 ARCHITECT: FREDERICK R. IIIE~.ER 41 EA-~T MAPLE ROAD GREENLAmN. NY 11'140 !12 NOYAC PATH lATER HILL, NY Ilql& TEL Z~,l 1!;4-;;;; FAX &SI 2(,1-1084 E~EAL: REV.: DATE= OCT 3. 2OI2 ~}CALE: 1/4' = I'=O' JOE, NO: m20120~, DRAWING NO. OP AB Roof Br,¢k ~ Chlmne§ I i Roof Roof mri ® ® Down [.tReg. B" E z 1"t'-8" -=R HALLI Hat~h-.. r---q' t ,9& EZZ FRAMING NOTE5: I, ALL FRAMING LUMBER 5HALL BE GRADE 5TAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER 2. ALL SHEATHING TO BE APA RATED. EXPOSURE h S/S" MIN. THICKNESS OR AS NOTED. 3. ALL SUBFLOORING TO BE APA RATED 5TURD-I-FLOOR, EXPOSURE I, 3/'? MIN. THICKNESS. ALL EDGE5 OF pLyWOOD TO BE 5ET ON 5GLIB BLOCKING. GLUE AND NAIL pLTUJOOD 5MBFLOOR TO FLOOR JOISTS, 'L ALL HEADER5 4'-O" AND OVER 5HALL BE SUPPORTED WITH DOUBLE UPRIGHTS. fl'-O" AND OVER WITH TRIPLE UPRIGHTS. ALL HEADER5 5HALL BE A MINIMUM OF 2-2xB IN 4" WALL I 3-2xB IN 1." UJALL OR AS SHO[UN ON DRAUIINGS. S. SOLID BLOCKING 5HALL BE pROVIDED FOR ALL JOI5T5 AND FLOOR BEAM5 A5 PER N.Y.5. CODE OR A5 NOTED ~ 8'-0" O.C. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. 6. DOUBLE FRAMING AROUND OPENINGS ISl,.§ll~hts, Stairs, etc.) OR A5 NOTED ON DRAWINGS. 9. DOUBLE UP FRAMING UNDER ALL POST5 AND PARALLEL PARTITION5 OR AS NOTED ON DRAWINGS. 8. ALL FLUSH WOOD CONNECTION5 SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL ff. NAILING SCHEDULE 5HALL BE A5 PER THE N.T.S. BUILDING CODE AS A MINIMUM. ALL 2x(. STUDS SHALL RECIEVE ~-IOD NAILS AT SILL AND PLATE. ALL EXTERIOR NAIL5 5HALL BE GALVANIZED. I0, pL¥IgOOD SHEATHING TO BE NAILED WITH 8D a zt" O.C. EXTERIOR t~DGE5 AND kD e IT O.C, INTERMEDIATE· II. ALL ROOF RAFTER5 5HALL BE ATTACHED TO THE PLATE AND 5TUB IUITH GALVANIZED HURRICANE TYPE CONNECTOR5 BY "51MPSON" OR APPROVED EQUAL. 12. ALL pRE-ENGINEERED LUMBER 5HALL BE "TRUSS JOIST" TJI 5ERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND HEADERS 5HALL HAVE BEARING STIFFENER5 INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. 0JEB STIFFENERS EHALL BE REQUIRED AT ALL LOAD AND BEARING POINT5 AT A MINIMUM. A 5INGLE I 3/4" LVL RIM JOIST 5HALL BE REQUIRED AT FLOOR PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENT5 5HALL BE A5 PER MANUFACTURERS RECOMMENDATIONS. 13. ALL MULTIPLE LVL PRODUCT5 UJ/ STEEL PLATE5 TO HAVE 2 RO~5 OF I/'2" DIA, GALV. MACHINE BOLTS e 2~" O.C. H. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 18. BRIDGING TO BE PROVIDED FOR ALL JOIST5 AND FLOOR BEAMS. SPACING NOT TO EXCEED E'. ® ® 22'-C' SECOND FLOOR PLAN I/4" I'-O" LUINDOLU SCHEDULE Area Unit Model t~ R.O. Opn~ Egre.~ ® ADHS2~O 3'-2" x ~'-O" E.94 Yes (~ ADH30't8 3'-0" x ~'-$" - No {~ ADHDO38 3'-0" x 5'-8" - No (~ ADH2(,48 2'-~" x 4'-8" - No (~ AAN2020 2'-0" x 2'-0" - No F(F~ APUJ4028 4'-0" x 2'-8" - No Model Numbers Refer to "Anders~n", A-Series, DOOR SCHEDULE Hode[ Numbers Re?er to "Andersen", A-Series, MESR CLO,SET 2ND FLOOR; NE[U (2ND): 909 SF KEY FREDERICK ROBERT ARCHITECT DRAIUING TITLE= 2ND FLOOR JOB= THORP/MICHAEL5 RESIDENCE 82E HAyaATER-~t ROAD NASEAU POINT. NY TOIIJN DP ~OWTHOLD 5CTI'I~ IOOO-II]-O'f-~.l ARCHITECT= FREDERICK R. IIJEBER 41 EAST MAPLE ROAD I GREENLAIJJN. NY II'l'fO =~2 NOYAC PATH mATER HILL, NY IR1& TEL &31 1~-~Bf5 ~AX &~ 2&-0~4 .SEAL= REV..' DATE.' OCT 3. 2012 SCALE= I/4' = I'-O" JOl~ NO: m2OI203 DRAIIJlNG NO. O~ A8 "Azek' EAST ELEVATION I/4" I'-O' 22'-;" J Ix~ "Azek" Rake All Ix4 "Azek" Boards H ¼ ,~ h II NORTH ELEVATION I/4' = I'-o" ProJect All Rake Boards New Roo? I×Z "Azek" Frmze Bal. Flashing Asphalt. Roof 12 Ix& "Azek" Fasc,a -- Nero IUood Shin B Alum. Outters ¢ Leaders 50UTH ELEVATION I/4" = I'-0" PREDERICK ARCHITECT DRAIIIINC~ TITLE.' ELEVATION5 JOl~= THORP RESIDENCE 825 HAY~ATER5 ROAD NASSAU POINT. NY TO~N OF EOUTHOLD 5CTH~ IOOO-liI-O4-2.1 ARCHITECT= FREDERICK R. WEBER 41EAST MAPLE ROAD GREENLA~N. NY 11140 B2 NOYAC PATH HATER MILL, NY llflg~ FAX &3l 2&1-1084 REV.= DATE; OCT 3, :3012 SCALE: I/4" = I'-O" JOB NO.' a2OI303 DRA~ING NO. OF AB N~ Asphalt 12 LUEST EVATION I/4" = I'-O" 5hlngl~ Fl~re on All Top Flare Deck 2×10 R.R., 2x8 ~8 I/4" F.G. ~ 1 I/2 Batts IR~OC) ~ 5hmgles 5/8" PIgwd. 5heathmg JCIRALL/LSPACE J "Azek" Fascm lx~ "Azek" TtQ, Shingles Drama e House UJrap Grade Found. SECTION BB I/4" = I'-0" 8 I/4" Batts 12 - · 5 I/2" F,G. LVL Jolt Alongside for 2nd Floor Load Batt5 (R~OC) IBASE" NTI I 8" Conc. BI. Found. lUall ICR^ LS ACd · 8" Found. Wall on 20"x8" Cont. P., Conc, Ftg, (9 ~elo:u Grad~) SECTION AA I/4" = I"-0" 5/8" PI! Sheathmg Nea 2xlO R,R,, I(." oc on All Top UJal / / On 5trap all 4em: 2x8 C.J. -Cut Bsck on "Azek" Fascia Ix/, "Azek" TIG, LUood 5h[ngles .' House lUrap 5/8" I§wd. Sheathing l/2" F.G. Batt~ (R21) Existing ILIVING ROOMI EXISTIN~ CONSTRUCTION I/2" VL ~/ 5ti. I~ f3) II 1/8" LVL (2) 3/4"x Il" 5ti. I~ __ Exmtlng Ist Floor JBASEV~ENT [ OC ~-E~stlng Bamt. Slab SECTION CC Grade on P, Conc. Footing I/4" = I'-O" FREDERICK ROBERT WEBER ARCHITECT DRAWING TITLE= SECTION.~ JOB= THORP RESIDENCE 825 HAYWATERS ROAD NASSAU POINT, NY TOWN OF 5OUTHOLD 5CT~J IOOO-III-O4-2.1 ARCHITECT: FREDERICK R. WEBER 41 EAST I~AP~ ROAD GREENLAWN, NY II"tl40 ~2 NOYAC PATH WATER HILL, NY lift1& TEL &3l ll;4-EI:EE FAX &SI 2&1-1084 E~EAL: REV.: DATE.' OCT 3. 2OI2 .qCALE: I/4" = I'-O" JOB NO= w2OI20:~ DRAWING NO. OF AB FINISH SCHEDULE ,~PACE FLOOR E~ASE CHAI~ CROIUN IUALL$ CEILING H~T, ~E~A~K5 uv~G ROOM ~ ~ · ~ ~ e-o" )INING ROOH ~ 0 0 ~ ~ ~ ~ ~ ~ 8'-0" B~tLe~ Pan~lmg (42" Hgt.) ~ITCHEN ~ O O ~ · ~ ~ ~ ~ ~ ~ 8'-O" Batten Pandmng (42" HgtJ KITCHEN 51TTING ~ O ~ ~ ~ ~ ~ ~ ~ Vaes Ix8 Vert. B& (Sash RaD HALL (K~tchen) ~ O O ~ ~ ~ ~ ~ ~ ¢-O" Batten Paneling (42" Hgt.) HALF ~ATH ~ ~ ~ ~ ~ ~ ~ ~'-O" BeeCh.rd (42" Hgt.) HALL (~edroom) · O O ~ ~ ~ ~ a'-o" BATH I ~ ~ ~ ~ ~ ~ ~ ~ 8'-O" Beadboard (42" Hgt.) ~ ~ e~ O 0 · · · · e-o" BATH 2 ~ 3 · O O ~ ~ ~ ~ s'-o" FRONT PORCH SCREEN PORCH ~ ~ ~ ~ ~ T-¥ Ix8 V~rt, BB. {Full Hgt.) ~A~A~E 5TAI~ ~Ham) 0 0 0 0 Van~ UPPER HALL (Linen) ~ ~ ~ ~ ~ 8'-0" STUDY ~ ~ ~ ~ ~ 8'-0" MBR I I I I I Varie~ P~t~hed Ceiling M BATH t I I I I t I 8'-O" B~abo~d H~" Hst.) BASEMENT ~ I ~ ~'-IO' · BASE BID 0 ALTERNATE EXISTING REMOVED .[, 2 CROLgN Halr P~II 8" BASE Hair Full tUINDOIII HEAD Halt Pull Size Note. UJhere ~mdom Edb Occur D~rect, lg Above Counter tops, Ehmmate Casm and Undemde of 5111 ~INDOt.U Halt' Pull _BACK BAND BASE Halt' Pull i, LUINDOUJ SILL- ELEVATION '1 BAND LUINDOUJ/DOOR CASING- TYP. Half Full Size I/4" A5 REQUIRED I/4" CASING MULTIPLE UNITS Halt Full 5~ze BEAM-TYP. S/8" GYP. CHAIR RAIL 1 Halt Pull Size - NOTE: PITCHED CEILING IN HER PROV DE "SIMPSON' GALVANIZED 'H2" ALL ROOF 'ERS 8" F.G. BATTS fR~OC (2) 2x4 TOP WALL PL. I~,) ~ I/:2" LVL HDR. fTYP.) TOP OF ROUGH OPNG.-~' FOR "ANDERSEN" WlNDOItlS= C-lO ABOVE SUBFLOOR ROOF; ASPHALT SHINGLE5 FELT 5/8" PLTt,UOOD SHEATHING f34" WIDE STRIP OF "ICE I WATER SHIELD" ~ ROOF PERIMETER) 2x/- BLOCKING/ INSULATION BETIUEEN RAFTERS NOTE; ALL PLYWOOD TO LAP TOP WALL PLATES CONTINUOUS SHEETS Ix2 SHINGLE MOULDING ION RAKES) ~.__TOP OF 2ND FL. GUTTER IIIALL PL. FASCIA ED. RAFTER I~. RIP FOR PITCH I(." D.C. T~G, "BEAD *, CENTERBEAD", "AZEK" SOFFIT W/ I/2" SCREENED VENT STRIP FRIEZE x 4 [tlINDOW HEAD CASING 5/4 x 4 WINDOW CASING SIZE (VARIES) $/4" pLyI~ID. SUBFLOOR (NAIL ~ GLUE) TOP OF 2ND FL. SUBFLOOR 112" DIA. GALV. BOLTS, Iz" C.C. TOP OF 1ST FL, PL. 12 ALUMINUM 'O I/2" F.G, BATTS (5oundproohng) (2) ')x~. TOP WALL PL.- f2) ff I/2" LVL NDR. ITYP.) ..... TOP OF ROUGH OPNG.-/ FOR "ANDERSEN" FRENCH DOOR5 i DOUBLE-HUNG ~JlNDOtUS= 4'-IF ABOVE SUBFLOOR lIST FLOOR I EXISTING SUBFLOOR EXISTING 2x8 F.J. 14" CC- Top ct Subrloor- Datum: O'-O" (VA ~.IES) ~IEZE CASING 4~ ENCA5 SIZE AZEK ANCHC IPORCH 1 SHINGLE5 NE~ ~O~ FELT SHEATHING 2x45TUDS. I&" D.C./ NEW I/2" F.G. BATTS (RI3) TOP FL. MOULDING ON GALV. HURRICANE CLIP, ALL RAFTERS - (~) ~ I/2" LVL Hdr. ITYP.) STRAP TO POST POST, ~IN SQUARE TAPERED 'RIM, STRAP TOP AND BOLT BOTTOM ITYP.) EXISTING SLATt -FRONT PORCH I · ~_:XISTING SLAB ~/8" · :~: ST____ON_~E P_O E___CH (~ EXISTING 8" COHO. EL. 3/4" = I'-O" ON I~"x 8" CONT. P. CONC. FOOTING fTYP., i~BATTEN -EXISTING CONC. 5LA~ CONC. I lll~.~oo~ mALL2-STOEYs~~ 6~OE,'~' ~o~,.., BALL SECTION CHAI~ RAIL 2 ~/4" = r-o" ~ */4": r-o" H~If Full lIST FLOOR] TOP OF lET PL. SUBFLOOR SILL PI. Ix8 5HINGLE FLARE fTYP3 · BASE OF FLARE TRIM BD. FREDERICK; ROBERT I[IEE~ER ARCHITECT 0 DI~AIIIING TITLE~ SCHEDULE DETAIL5 JOB.. THORP/MICHAEL8 RE.~IDENCE 82B HAYIIJATEE5 ROAD NA~,SAU POINT. NY TOIIJN OF 8OUTHOLD SCTI~S IOOO-III-O4-2.1 ARCHITECT.- FREDEt~ICK R. [liEDER 41 EAST MAPLE ROAD GREENLAmN. NY 11140 B2 NOYAC PATH IIJATER I'I LL. NY lift'/& TEL &~l FAX SEAL.' REV.: DATE= OCT $, 2012 SCALE.- I/4' "* F-O' dOB NO.' a:2OI203 DRA~ING NO. OF AB I =5ON LSTA - 20 GAGE RIDGE 5TRAP - ALL ROOF RAFTER5 x (, TIE ~' EACH RAFTER 51MPEON H2 HURRICANE __ CLIP NAILED. FROM RAFTER TO STUD. - TYPICAL ALL RAFTER5 S - 88 NAIL5 EACH END APA RATED PLYBOOD T¢ -- EXTEND TO TOP OF TOP PLATE. DOUBLE PLATE 2 x (, si(," STUD5 COPPER TERMITE ~,/ SILL SEAL ITYP,) SEE FOUNDATION DIIIG. -- FOR DESIGN/REINFORCING SECTION SHIELD UNDERLAYMENT REQUIRED - 2'f" FROffi EDGE POSITION OF HURRICANE CLIP USE SIHPSON HS PROVIDE 8d COMMON NAILS ~ 4" D.C. AT EXTERIOR EDGE OF ALL SHEATHING. SHEATHING TO LAP TOP IIIALL PLATES -HST31 METAL 5TRAP e JACK POET MET21 e STUDS e/ 4 - 88 NAILS n48" D.C. EACH END - TYP, SHEATHING TO OVER LAP BOX BEAM - TOP + BOTTOM. ./~-51MPSON MTSA J8-Z ~/ ((,) Sd NAILS TOP 1 BOTTOM · 32" O.C. SIMPSON LTP'i-Z B/ -I(,) 8d NAIL5 TOP t BOTTOH · S2" SHEATHING TO 5ILL PLATE 8d NAIL5 a 4" D.C. (SHEATHING TO LAP SILL PLATE) 2 x (, 5ILL PLATE5 ACQ TREATED. ~/ 2"x2"xS/l(," BASHER. [HOT DIPPED GALV. OR STAINLESS STEEL) [SOLA I ~ tUAEHER FROM 5ILL PL B/ FELT STRIP HURRICANE CLIP FLOOR JOIST HEADER / METS1 METAL 5TRAP e ALL JACK POETS m/ 4 - 8d NAIL5 EACH END - TYP. - 8d NAIL5 TYPICAL 51MPEON MST2~ -- 11/2" ~IDE -12 GAGE METAL 5TRAP e~2" DC, HAXIHUM. HTSA 18-Z B/ f4} 8~ NAIL5 TOP t BOTTOH ~ S2" D.C. SIMPSON LTP~i-Z B/ Iz) 8d NAIL5 TOP t BOTTOM ~ S2" O.C, OF FOUNDATION ELEVATION HOLD DOWN + SHEAR CONNECTION CRITICAL PATH HIGH PROVIDE 8d COMMON NAILS e 4" D,C. AT ALL HIGH PRESSURE ZONE5 NOTE: HIGH PRESSURE ZONES ARE ALL AREA5 4'-0" FROM ANY RIDGE, HIP OR GABLE END ~ EXISTING ROOF ,J~, TO REHAIN [ ~ PROVIDE Sd COMMON NAIL5 AT ALL OTHER PORTION5 OF ROOF TYPICAL. =ROVIDE 8d COM[ -~m-~i-L HIGH PRE >N NAILS e 4" O,C, SURE ZONE5 EXISTING ROOF TO REMAIN F OOF L,A,N I I/4" x 20 GA. GALV. STRAP e/ S-Sd COMMON NAIL5 IN EACH END siC' D.C. ~--~ I/'1" x 20 GA. GALV. 5TRAP (~/ S-Sd COMMON NAIL5 TO FDN. elC' O,C. 2'-0" MAX. 2 - 8d COHHON CANTILEVER OVER FOUNDATION ROOF FRAMING Ralfor to TOP Plate (Ton-nelled) 3 - 8d pa~ rafter Calling Jalot fo Top Plate cron-ne]led) ~ - ed per Joist Calling Jaiot to Pandlel Ralfor (Fens-nailed) 3 - 18d each lap Ceiling Jotal Lapa over Peditione (Fens-nailed) 4 - 16d each lap Collar Tie to Rater (pane-nallnd) 2 - 8d per fie Blneldng to Raitar (Tee-nailed) 2 - 8d each end ~ Bored to Ralfor (End-nailed) 2 - led each end WALL FRAMING Tap Plate to Tap Pnde (Fane.nailed) 2-1ed ~ per font Top Plates at Intarae~oon (Fene-onlled) 4 - led Jolnto-onch b~ud to ~ (Faon-oailed) 2 - 16d 24" D.C. Header to Header (Fane-nailed) led 16" o,c, along edga~ Top or Bottom Plate to ~dJd (End-nellnd) 2 - t6d per 2x4 otud 2-16d per 2~i otud 2 - led per 2~8 stud Bottom Plate to Floor Jolet, Bon~Jolot, EndJnlM or Blocking (pace-nailed) 2 - led ~'~ per foot FLOOR FRAMING JMat to 8111, Tap Plate or GIMer (Ton-oniled) 4 - 8d per IDiot Bridging fo JolM (Toe-nailed) 2 - 8d each end Blearing fo Jolot (Ton-nallnd) 2 - 8d each end Blaaldng to ~111 orTop Plate (Ton-nailed) 3 - led each blank Ledger ~ to Beam (Fane-~allnd) 3 - 16¢1 onch Jolet Jolot on Ledger to Benm (Tea-nallnd) 3 - lid per Islet Band Jalot to Jalot (End-nailed) 3- led per IDiot Bail Jalot to SOl or Top Plate (Ton-nailed) 2 - led ~ der feet ROOF SHEATHING 8tmeluml Panels ltd 4" D.c. perimeter zone other 3" O.D. ndgne of panel, 12" O.D. Infodor of penal Diagonal Board ~bealhing l'x6"or t"x6" 2-Od per nupport l'x 10" or wider 3- 8d per ~tlpport CEIENG 6HEA'n-IING Gypoum We#beard ~1 7" edge 116" liaid WALL SHEA31'IING ~da~ml Panele 8d (nee table 3.9) Flbefzoa~ Panaln 25132" ed 3" edgel 6" lield Gypsum Wallbeard ed 7" edge 11 D" liald Hmdbemd ed (see table 3.g) Pa~dc/choard Penaln 8d (see table 3,9) Diagonal Bo~d 8honthlng t' x 6' or 1" x 8" 2 ~ 8d per support 1" x 10" or wider 3 - ed per nupport FLOOR SHEATHING · f~uotural Panain t" or leas 8d 6" edge 1 t2" field gl~afor then 1" 1Od 6" ndge/6" field Diagonal Bemd Sheathing l"x6"er 1"x8" 2 -ed per zoppolt 1" x ~6" or wider 3 - ed per tupport ~ Nailing requlremenf~ am boned on wall sbeathlng nailed 6" omeentar at the panel edge. If wall sheathing le nailed 3" on-center at the panel edge fo amain higher nhear eapecttlon, nailing requlmmen~ for ~a~alural membem cheil be doubled, or altomote nennentom, such sa ehonr pintos, shell be used to maintain the Iond path. 2When wall sheathing le cootlnuon~ over onnee~ed membem, tho ~bulMnd number of nelle chair be pomlided to be reduned fo I - 16d nail poi font- I I/4" x 20 GA. GALV. 5TRAP · / S-Sd COMMON NAILS IN EACH END el(," O.C. ~1 I/4" x 20 GA, GALV, 5TRAP ~/ S-Sd COMMO>N NAILS IN ~ EACH END el~," O.C, 2'-0" MAX. CANTILEVER OVER FIRST FLOOR DESIGN CRITERIA: GROUND 5NO~ LOAD - 4S PEF, FIRST LEVEL - 40 PSF. L.L. LIVING AREA5 - 40 PEF. L.L. BEDROOM5 - 30 PSF. L.L. BIND SPEED -i20 MPH SEISMIC DESIGN CATEGORY - B ~EATHERING - SEVERE FROST LINE DEPTH - 3~" TERMITE - MODERATE TO HEAVY DECAY - 5LIGHT ICE SHIELD UNDERLA¥11ENT REQUIRED - YE5 DESIGN CRITERIA: DESIGN IN ACCORDANCE BITH AMERICAN FOREST PRODUCTS BOOD FRAME CONSTRUCT[ON MANUAL FOR I + :2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. WINDOWS - GLAZED OPENING EXTERIOR IIJINDOLU5 5HALL HAVE GLAZED OPENING PROTECTION FOR [UIND-BORNE DEBRIS TO MEET THE REQUIREMENTS OF THE LARGE MI551LE TEST OF ASTM E I¥1(, AND OF ASTM E 188(, REFERENCED THEREIN. IN LIEU OF IMPACT RESISTANT GLAZING, LUOOD STRUCTURAL PANEL5 ~ITH A MINIMUM THICKNESS OF l/l(," AND A HAXIMIJM 5PAN OF 8' SHALL BE PERMITTED A5 OPENING PROTECTION. ATTACHMENT5 SHALL BE 2 I/2" S8 ~OOD SCREIUS, I(," DC FOR 5PAN5 UP TO ~' AND 12" DC FOR 5PAN5 BETBEEN C AND 8' GARAGE DOOR5 TO BE RATED FOR 120 MPH BIND LOAD. FREDERICK ROBERT EBER ARCHITECT DRAIIIING TITLE: CODE DETAILS JOB, THORP/HICHAEL,5 RE,51DENCE a2; HAY~ATERS ROAD NASSAU POINT. NY TO~N OF 5OUTHOLD 8CTHI 1000-111-O4-2J ARCHITECT: FREDERICK R. roBBER 41 EAST PIAPLE ROAD GREENLAIIIN, NY 11'~40 ~2 NOYAC PATH "lATER HILL, NY II~l& TEL 131 I~i4-EEEE FAX &31 2&l-IDB4 SEAL= REV.= DATE: OCT $, 2012 SCALE= I/4' = I'-O' JOB NO: e2OI203, DRA~ING NO. COMPONENT AND CLADDING PRESSURE ZONES OP A8 2x4 ~ Existing (:2) 2xl2" Header L~ne at* OvhcL Header E~ast. mg 12" Header Existing 12" Header D top {~F~.' ~ Nero 12) ~1 1/2" LVL Hdr. IDrop) Line of' Ovhg. ~1 Ne~ ql/2' LVL Hdr, (Fbh) IVerlf§ (,x(, Post, Encase in Ne~ "Azek" Tapered Column T') Enclosure (Il" Lo Anchor Bolt to Found, l Strap 1,o Header LUall FRAMING NOTES: L ALL FRAMING LUMBER SHALL BE GRADE 5TAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, ~/8" MIN. THICKNE55 OR A5 NOTED. 3. ALL SUBFLOORING TO BE APA RATED 5TURD-I-FLOOR, EXPO5URE J, St'P MIN. THICKNE55. ALL EDGE5 OF pLyILIOOD TO BE RET ON SOLID BLOCKING. GLUE AND NAIL PLT[~OOD SUBFLOOR TO FLOOR JO[ETS. ~}. ALL HEADER5 4'-0" AND OVER SHALL BE SUPPORTED ~ITH DOUBLE UPRIGHTS, ~'-0" AND OVER ~ITH TRIPLE UPRIGHTS. ALL HEADER5 SHALL BE A MINIMUM OF 2-2xa IN 4" ~JALL t $-2x8 IN ~" OJALL OR AS 5HOOIN ON DRAOIINGS. B. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED s 8'-0" O.C. PROVIDE 2' 5PACE FOR AIR CIRCULATION IN ROOFS. L. DOUBLE FRAMING AROUND OPENING5 ISE§hghts, 5Lalrs, etc.) OR AS NOTED ON DRAUJINGS, 'L DOUBLE UP FRAMING UNDER ALL POST5 AND PARALLEL PARTITION5 OR A5 NOTED ON DRAtUINGS. B. ALL FLUSH I[[OOD CONNECTIONS SHALL BE FASTENED LUITH RATED GALVANIZED METAL CONNECTOR5 BY "SIMPSON" OR APPROVED EQUA[L. ~. NAILING SCHEDULE 5HALL BE AS PER THE N.Y.5. BUILDING CODE AS A HINIMUM. ALL 2x4 STUD5 5HALL RECIEVE ~;-IOD NAILS AT 5ILL AND PLATE. ALL EXTERIOR NAIL5 5HALL BE GALVANIZED, IO. PLYWOOD SHEATHING TO BE NAILED 0JITH 8D e 4" D.C. EXTERIOR EDGE5 AND /~D e 12" D.C. INTERMEDIATE. I1. ALL ROOF RAFTER5 SHALL BE ATTACHED TO THE PLATE AND STUD ~ITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIHP5ON" OR APPROVED EQUAL. 13. ALL PRE-ENGINEERED LUMBER 5HALL BE 'TRUSS JOIST" TJI SERIES ILIOOD-I-BEAMS AND LVL PRODUCT5 OR EQUAL. ALL JOISTS. GIRDERS AND HEADER5 5HALL HAVE BEARING STIFFENER5 INSTALLED A5 PER MANUFACTURER'5 RECOMMENDATIONS. ~JEB STIFFENERS 5HALL BE REQUIRED AT ALL LOAD AND BEARING POINT5 AT A MINIMUM. A SINGLE I 3/~" LVL RIM JOIST 5HALL BE REQUIRED AT FLOOR PERIMETERS. HANDLING. STORAGE, AND ERECTION OF COMPONENTS 5HALL BE AS PER MANUFACTURER5 RECOMMENDATIONS. IS. ALL MULTIPLE LVL PRODUCT5 UI/ STEEL PLATE5 TO HAVE :2 ROUJS OF I/2" DJA. GALV. MACHINE BOLT5 · 24" O.C, H. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. IS. BRiDGiNG TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. 5PACING NOT TO EXCEED 2ND (lET FLOOR FLOOR FRAMING PLAN) I/4" = I'-0" PROVIDE "SIMPSON' PHD]-Z HOLD-DO~N FROM STUD ~ALL/[UALL PL. TO FOUNDATION ~ALL PROVIDE 112" PLYDOOD lONE SIDE OF LiIALL) FOR 5HEAR [UALL FREDERICK ROBERT ARCHITECT DRAIIJlNG TITLE.' ')ND FLOOR FRAMING fiST PLAN) JOB= THORP/HICHAEL5 RESIDENCE 82t; HAymATERR ROAD NASSAU POINT, NY TOmN OF SOUTHOLD BCTFI;t IOOO-III-O4-2J ARCHITECT: FREDERICK R. I~EBER 41 EAST IIAPLE ROAD GREENLAIIJN, NY 11140 B:3 NOYAC PATH mATER HILL. NY Ilql& TEL &31 lS4-GIiE; FAX &31 2&1-1084 REV..' DATE: OCT 3,o :3Ol2 SCALE= I/4' = I'-O' JOB NO: 1112OI203, DRAUIING NO. OF 52 I EZ L4 / / LVL H~r. lmm.) 2xlO 0¢ II / 2xlO RJ~,,I ~." Dc FRAI'IING NOTE5: I. ALL FRAHING LUPIBER SHALL BE GRADE 5TAI~PED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. :2 OR BETTER 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" fllN. THICKNE55 OR AS NOTED. 3. ALL 5UBPLOORING TO BE APA RATED 5TURD-I-FLOOR, EXPOSURE I, 3/4" fllN. THICKNE55. ALL EDGE5 DP PLYWOOD TO BE 5ET ON 5OLID BLOCKING. GLUE AND NAIL PLTNOOD 5UBFLOOB TO FLOOR JOISTS. 4. ALL HEADERS I,'-0" AND OVER SHALL BE SUPPORTED [IllTH DOUBLE UPRIGHTS, 9'-0" AND OVER NITH TRIPLE UPRIGHTS. ALL HEADER5 5HALL BE A fllNIHUFi OF 2-2x8 IN 4" ~ALL I 3-2x8 IN (," UIALL OR A5 SHO[[IN ON DRANINGS. [;. 5OLID BLOCKING SHALL BE PROVIDED FOR ALL JOIST5 AND FLOOR BEAH5 A5 PER N.T.5. CODE OR AS NOTED s 8'-O" D.C. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. 4. DOUBLE FRAHING AROUND OPENING5 (Skylights, Stairs, e~.c.) OR A5 NOTED ON DRANINGS, 9. DOUBLE UP FRAPIING UNDER ALL POST5 AND PARALLEL PARTITION5 OR A5 NOTED ON DRAWINGS, 8. ALL FLNSH WOOD CONNECTION5 5HALL BE FASTENED NiTH RATED GALVANIZED HETAL CONNECTOR5 BT "51IIPSON" OR APPROVED EQUAL. fi. NAILING SCHEDULE 5HALL BE A5 PER THE N.¥.5. BUILDING CODE A5 A NINIHUH. ALL 2x~ STUD5 SHALL RECIEVE ~-IOD NAIL5 AT 5ILL AND PLATE. ALL EXTERIOR NAIL5 SHALL BE GALVANIZED. lO. PLTt~OOD SHEATHING TO DE NAILED NITH ND ~ 't" D.C. EXTERIOR EDGE5 AND (~D a IN" O.C. INTER~IEDIATE, lt. ALL ROOF RAFTER5 5HALL DE ATTACHED TO THE PLATE AND STUD NITFI GALVANIZED HURRICANE TTPE CONNECTOR5 BT "51HPSON" OR APPROVED EQUAL. iN. ALL PRE-ENGINEE'RED LUflBER SHALL BE "TRUE5 JOI5T" TJI 5ERIE5 WOOD-I-BEA]IS AND LVL PRODUCT5 OR EQUAL. ALL JOISTS, GIRDER5 AND HEADER5 5HALL HAVE BEARING STIFFENER5 INSTALLED A5 PER HANUFACTURER'5 RECOHflENDATIONS. WEB STIFFENER5 SHALL BE REQUIRED AT ALL LOAD AND BEARING POINT5 AT A ~'IlNIItUII. A SINGLE I 3/z[,, LVL Rltl JOIST SHALL BE REQUIRED AT FLOOR PERIHETERS. HANDLING. STORAGE, AND ERECTION OF COHPONENT5 SHALL BE A5 PER PIANUFACTNRER$ RECOH~ENDATIONS. 13. ALL I1NLTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE N RONS OF I/2" D[A, GALV. IIACHINE BOLT5 ~ N4" O,C, 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. I[;. BRtDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAP1S. SPACING NOT TO EXCEED 8'. [2) 9 I/2" LVL Hdr, ROOF FR AMIK . L 12ND FLOOR AN) I/W' = I'-0" FREDERICK ROBERT EBER ARCHITECT DRAIIIING TITLE: ROOF FRAHING (::2ND FLOOR) JOB,: THORP /HICHAEL$ RESIDENCE 825 HAY~ATER$ ROAD NASSAU POINT. NY TO~N OF 5OUTHOLD 5CTHS IOOO~11-O4-~.1 ARCHITECT: FREDERICK R. ~EBER 41 EAST ~APLE ROAD GREENLAaN, NY 11340 E2 NOYAC PATH · ATER HILL. NY IIfl3& TEL FAX z3d :2"-1-1084 REV..- DATE~ OCT 3, 2OI3 SCALE.: I/4' ' I'-O~ JOB NO: m2OI203, DRA~ING NO, OF S2 E> [] Ex Pan/ ' xLo¢. L~ght Ex Oil Vent T To k xL oc. New '\ -4 ........ / / Ex Ex ¸Ex ,Ex ==× xLo¢. Ex Ex xLo¢. Ex GIB x (Lhex xLoc. ELECTF ICAL NOTES: I- RECEPTACLES $ SWITCHES TO BE "DECORA" (LEVITON), WHITE. 2- DIMMER5 TO BE "DIVA" (Side Control), WHITE. 3- ELECTRICIAN TO SCHEDULE "WALK-THRU" WITH OWNER PR[OR TO BEGINNING WORK. 4- ELECTRICAL CONTRACTOR SHALL PROVIDE. INSTALL AND WIRE ALL SMOKE AND CARBON MONOXIDE DETECTOR5 PER DRAWING5 AND CODE REQUIREMENTS. 3- ON SHINGLED WALLS, WALL I'IOUNTED FIXTURES TO BE MOUNTED ON CEDAR WALL PLATE. ~.- ELECTRICIAN TO VERIFY ELECTRICAL REQUIREMENTS OF ALL APPLIANCES ~ E(~UIPMENT. ELECTRICAL FIXTURES: OWNER TO PROVIDE THE FOLLOWING FIXTURES (INSTALLATION BY CONTRACTOR): I- CHANDELIERS (DINING, FOYER, POWDER. ETC.) 2- KITCHEN PENDANT 3- BATHROOil WALL SCONCE5 4- SURFACE ilOUNTED PORCH CEILING FIXTURES g- ALL DECORATIVE EXTERIOR FIXTURES (.- PADDLE FANS ITc be Mounted on Bracket Spanning Joints) ELECTRICIAN/CC TO PROVIDE AND INSTALL THE FOLLOWING FIXTURES: I- ALL PORCELAIN FIXTURES 2- ALL RECESSED INTERIOR AND EXTERIOR FIXTURE5 ~"HALO"), HOUSING ~ TRIM 3- ALL CAST ALU~IINUVI DUPLEX FLOOD LIGHTS. 't- UNDERCABINET KITCHEN FIXTURES ELECTRICAL FIRST FLOOR PLAN I/4" I'-O" APPLIANCES: OWNER TO PROVIDE THE FOLLOWING APPLIANCES, INSTALLATION I ALL UTILITY CONNECTIONS BY CONTRACTOR I- RANGE: SO" ~/ t4) BURNERS I OVEN- ELECTRIC 2- REFRIGERATOR: DEDICATED/GROUNDED 20 AMP RECEPTACLE, (HIGH) 3- DISH WASHER: 4- KITCHEN HOOD: PLUMBING NOTES: I- PLUMBER SHALL TEST ALL DRAIN LINES AND ALL WATER SUPPLY PIPING BEFORE ENCLOSING WALLS. 2- ALL EXPOSED FEEDS AND ESCUTCHEON PLATES FOR WATER CLOSETS SHALL BE CHROHE PLATED BRASS. 3- INSULATE ALL HOT WATER PIPING PER ENERGY CODE AND ALL COLD WATER PIPING TO PREVENT SWEATING, 4- ALL DRAIN PIPES RUNNING THROUGH IST FLOOR WALLS SHALL BE CAST-IRON TO REDUCE SOUND LEVELS. ~- ALL HOSE BIBS SHALL BE "FROST FREE" WITH 5HUT-OFF VALVES IN BASEHENT. ELECTRICAL SYHBOL DESCRIPTION DUPLEX RECEPTACLE t~.~,. DUP.REC.-WATERPROOF ~aFI DUP,REC.-GROUND FAULT DUP.REC.-FLOOR DUP.REC.-U)SIJJITCH OPER. SPECIAL OUTLET SURFACE HTD.-CLG. Op SURFACE ilTD.-CLG, fPorcelam) RECESSED-CLG. WALL HOUNTED DUP. FLOOD HIGH INTENSITY, SUlIZEL, RECESSED CLOSET LIGHT SHOWER LIGHT ~Wet Locatmn) UNDERCAB. FIXTURE (~ DOORBELL/CHIME EXHAUBT FAN '=~ PADDLE FAN ~<~ PADDLE FAN / LIGHT E~ ATTIC FAN SPEAKER TELEPHONE CABLE VISION COi'IPUTER fCabl~ ~ Phon~) [~ LIGHT W/ HEAT/FAN/NIGHT LIGHT THERHOSTAT FAN/LIGHT SMOKE DETECTOR ~)co CARBON HONOXIDE DETECTOR SWITCH SWITCH 3-WAY 5WITCH .4-WAY SWITCH El/ DIMMER SWITCH WATERPROOF JAMB SWITCH [] KEY PAD EX EXISTING ×Lo=. EXISTING LOCATION FREDERICK ROBERT ~EBER ARCHITECT DR A[IIINQ TITLE.' ELECTRICAL 1ST FLOOR THORP/I'IICHAEL,5 RE,51DENCE B21; HAyI/IATER8 ROAD NAE, SAU POINT, NY TOIUN OF SOUTHOLD 5CTMS IO00-III-O4-2J ARCHITECT~ FREDERICK R. ~E~ER 41 EAST MAPLE ROAD GREENLAIIIN, NY 11140 ~2 NOYAC PATH IIJATBR M LL. NY ~'1/. TEL &~l FAX /,31 2/'H084 SEAL= REV.= DATE; OCT 3. 2012 5CALF: I/4" = I'-0" JOB NO; ~201203 DRAIUING NO. OF E2 CO ELECTRICAL SECOND FLOOR PLAN I/4" = I'-0" ELECTRICAL SYHBOL5 STMBOL DESCRIPTION ~ DUPLEX RECEPTACLE (D ~.p. DUP.REC.-UJATERPROOF (~ C,F~ DUP,REC.-GROUND FAULT ~] DUP.REC.-FLOOR ~ DUP.REC.-fl)SIUITCH OPER. (i) SPECIAL OUTLET O SUE]PACE HTD.-CLG. Op SURFACE IqTD.-CLG. {Porcelmln) '(~ RECESSED-CLG. rO WALL MOUNTED C]~ DUP. FLOOD ~ HIGH INTENSITY, SWIZEL, RECESSED ~ CLOSET LIGHT Q SHOWER LIGHT fWet. Location) ~ UNDERCAB. FIXTURE (~ ~ DOORBELL/CH[ME [] EXHAUST FAN PADDLE FAN c=. ~ PADDLE FAN / LIGHT ~ ATTIC FAN ~ SPEAKER ~. TELEPHONE O CABLE VISION ~ COHPUTER fCable ~ Phone) ~ LIGHT UJ/ HEAT/FAN/NIGHT LIGHT (~) THERMOSTAT -~ PAN/LIGHT (~) SHOKE DETECTOE~ (~)co CARBON I1ONOXIDE DETECTOR ~ SWITCH ~ ~ SWITCH 3-WAY ,~ 4 5WITCH ,'[-WAY ~o SWITCH W/ DIHMER ~ m SWITCH WATERPROOF dS JAMES SWITCH [] KEY PAD EX EXISTING FREDERICK ROBERT WEBER ARCHITECT DR AIIJING TITLE= ELECTRICAL 2ND FLOOR JOB: THORP/IIICHAEL5 RESIDENCE 82; HAyBATERE ROAD NASa, AU POINT, NY TOffiN OF ~OUTHOLD 5CTH# IOOO-III-O'I-'M ARCHITECT; FREDERICK R. UJEISER 41 EAST MAPLE ROAD GREENLA"IN, NY 11140 ;;2 NOYAC PATH ~ATER HILL, NY II'~l& TEL &SI lS4-SEB$ FAX &~l 2&1-1084 REV.: DATE= OCT ~,. 2OI2 .~CALE.. I/4' = I'-O" JOB, NO: m2OI20$ DRAIIIING NO. OF E2