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Fat Town of Southold 7/15/2021 kc P.O.Box 1179 C* - 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42162 Date: 7/15/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1700 E Cedar Point Dr., Southhold SCTM#: 473889 Sec/Block/Lot: 92.-1-3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/2/2020 pursuant to which Building Permit No. 44586 dated 1/10/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including first and second floor decks, covered porches and attached shed,to existing single-family dwelling as applied for. The certificate is issued to McDonald,John&Lori of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44586 5/12/2021 PLUMBERS CERTIFICATION DATED 4/15/2021 N P K. Sw ey u ho z d Signature TOWN OF SOUTHOLD �D`�c�� BUILDING DEPARTMENT a y TOWN CLERK'S OFFICE $ o s SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44586 Date: 1/10/2020 Permission is hereby granted to: McDonald, John 109 Wetherill Rd Garden City, NY 11530 To: construct additions and alterations to existing single-family dwelling as applied for per Trustees & DEC approvals. At premises located at: 1700 E Cedar Point Dr., Southhold SCTM # 473889 Sec/Block/Lot# 92.-1-3 Pursuant to application dated 1/2/2020 and approved by the Building Inspector. To expire on 7/11/2021. Fees: CO -ADDITION TO DWELLING $50.00 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $656.00 Total: $706.00 Building nspector r 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 inlc 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 fi-oin 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. Conuuercial 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,oi•buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swinuning 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. December 3, 2019 New Construction: Old or Pre-existing Building: (check one) Location of Property. 1700 Cedar Point Drive East Southold House No. Street Hamlet Owner or Owners of Property: John McDonald & Lori McDonald Suffolk County Tax Map No 1000, Section 92 Block 01 Lot 03 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: X (check one) Fee Submitted: $ Applicant Signature Building IDe2artment AIRDlication AUTHORIZATION (Where the Applicant is not the Owner) I[WeJohn E.McDonald & Lori E. McDefttMig at: 109 Wetherhiil road (Print property owner's name) (Mailing Address) _ Garden City, NY 11530 do hereby authorize Tem Samuels (Agent) Samuels and Steelman Architects to apply on my behalf to the Southold Building Department. Y(Oer's Signature) (Date) John E. McDonald rint Owner's Name) FYIA ner's Signature) (Date) ,ori E. McDonald (Print Owner's Name) _ Town Hall Annex Telephone(631)765-1802 54375 Main Road r"-.- - .�` Fax(631)765-9502 P.O.Box 1179 � ��`""� ' � -7s � ® - sean.devlinCa_town.Southold.ny.us Southold,NY 11971-0959 CUUd BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: John McDonald Address: 1700 E Cedar Point Dr city Southold st: NY zip: 11971 Budding Permit#- 44586 Section 92 Block 1 Lot 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 55 Ceding Fixtures 10 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 9 Wall Fixtures 15 Smoke Detectors 4 Main Panel 150X2 A/C Condenser 2 Single Recpt Recessed Fixtures 53 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights 32' Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect 300A Switches 6Q 4'LED Exit Fixtures Pump Other Equipment: 300A Service Disco, 30 Circuit Panelx2 22&20 Used, Fridge, Gas Oven, DW, W/D, FanTech Air Purifier, Micro Notes: New House Two Story w/ Crawl Inspector Signature: ,, � :- Date: May 12, 2021 S.Devlin-Cert Electrical Compliance Form.xls pF SOS Town Hall Annex Telephone(631)765-1802 54375 Main Road e012 Fax(631)765-9502 P.O.Box 1.179 G Southold,NY 11971-0959 BUELDING DEPARTMENT TOWN OF SOUTHOLD MAY 2 4 2021 J CERTIFICATION rrCA Date: �I)Sld6c-)l Building Permit.No. Owner: �C&Pald (Please print) Plumber: /,'O'z e, -S�F_�y (Please print) ^� I certify that the solder used in the water supply system contains less than 2110 of 1% lead. (Plumbers Signature) Sworn to before me this day of 20 l Notary Public, �lrt FQ I County SABRINA M BORN Notary Public,State of New York No.01806317038,Suffolk Counjy Commission Expires Dec.22,2022, a BUILDING DEPARTMENT'-Electrical Inspector � ,L�I1`TGpl,� TOWN,0 FSOUTHOLD Town HaII Annex- 54375 Main Road PO Box 1179: Southold, New York 119:71 0959 7V hone 631 765=1802 FAX; 631):"'765- 9.502 P { ) _{ „<.... ro err doutholdtowrin ov seand southoldfawnra ov- .:,... ,.-.,..-.-: �+a�:x. zz�x_. �-,ekf.§?....,.. ..:r •n:�ast M war:'.._ _ :.a:i.,.,.� = cPP�L1,QA FOR:.ELECTR.ICAL.INSPECT [C) ` ELECTRICIAN INFORMATI-ON {All Inf ,ormatron Rquiredj Dater o'w 4 Company Name ..g - _.. ..--._ .. .......... _ ._ Name _ ., -rr '. _. . _. 2 _.. ...._ L�oense No �`?g emaik, 6sj1Z 4& A oc.. - AWrese - _ '3:c ::x..._-- a_� '__ - Sa v = ofz:.._ c_4..? ... Phone.No JOB $IINFORMATION (At Information Reduired). Name _:_......_ . - ....._..:.; ._ _—,.. ;Addres „ ,.._ .. _c� .. _.. �.- a2... pi ..i. ��/1 r�F ..S_ouTi� o vim_. .. /....... Cross Street r Bldg,Permit# �{�} �J (� emal TM 3 OR05IF.DE RI;I T....I(7NV OF �NQ�tK{Pte..�se._Print Cteariy) n� L ....y.s . ..... .... . . f_.. CErcle,. ►1a.Th��.APPty_ s fob ready for inspect�ca.n�: YES / NO Rough In Ftrtal D© ou aed a Tent Gerttfcal dr. YES ` NO Y. Issued On; p q Tem,.p lnformat:a�n (Ail inforltjaUor�.re ulred� Service S; 3 Ph Si e n3.00- 4A #Meters ...... ........ Id Meter# New::So,.,*d . : Fire.Reconnect- Flood Reconnect _S.ervice Reconnected-Underground .dvefrhead Under rdttnd Laterals 1. 2 H Frame Pole. Work done on Service7` Y N Additional lnfarmaAron',. PAYMENT.DUE W[TH APP ]CATtO S 0�e Request for insp.e 10n Fortn:zls J _— t �� o�5f Solfr, � o # # TOWN OF SOUTHOLD BUILDING DEPT. courm ' 765-1802 INSPECION , [ ] FOUNDATION 1ST ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING ] FRAMING /STRAPPING [ ] FINAL [ ]--,FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] -ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKScz-61q-- S 18 Gp� "F414 z B( QA2 W/ kha QIA4 0 0r DATE ?O)0v INSPECTOR l �Va of soil # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [�] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ j FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ' _,� PRE C/O REMARKS: C70<< S�YX���t � C `rte =-1 Aol (- DATE I INSPECTOR o��Of SObIyO ICJ 1 7( vi CLI^ y/J # # TOWW OF SOUTHOLD BUILDING DEPT. °`y�nurm � 765-1802 INSP-ECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: �� ��9 � /f Ott G ,✓- 'd SS W-1 R W- -s- 15-u-p?oJ-4" `icy m 19 DATE r s 2.1 INSPECTOR # TOWN OF SOUTHOLD BUILDING DEPT. �y ao courm ' 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] -FOUNDATION-2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE•-& CHIMNEY [ ' ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) lr IK ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: `V I hJA-1,-- f chl, LAUf 94-T a A_J —0 � DATE INSPECTOR 0��0450U1yo 1C.�ec4__� P—nM f � 6 # # TOWN -OF SOUTHOLD BUILDING DEPT. `y�nuxn '� 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] .ROUGH PLBG. [ ]. FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE-& CHIMNEY [ '] -.FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: r - Anr eA _ ,�G s�,;;-N) A Ort t! lJ y)fP,ZS_ LAO t ` 0 Aa,- �1r�1 � re an 14 rJ-1 bJ A DATE INSPECTOR I _ 1• S A M U E L S & S T E E L M A N September 22, 2020 Southold Town Building Department Main Road Southold, NY 11971 Re: McDonald Residence 1700 Cedar Point Drive East, Southold, NY Building Permit#44586 1 am administering the construction of this project, and can hereby CERTIFY the new footings and foundation, which are located in a small area under the waterside edge of the Kitchen. They meet the requirements of the construction documents, Building Permit and Code. The vast majority of the existing foundation remains. Thank you, STATE OF SOMAS M �gRCHITE� Tom Samuels Ls-, V FA SEP 2 4 2020 ' BI�Fq'p u r rG ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 t.. k . -� :'� I .; -I; :.,;.•, __ .d� +II =.,C. }+,_' w '�. -lam, - �i R ------------ t t ""_ Zk 8N fAA tiY i Ao `7 i I 30 y I ,MX'III yyI I N�rls 1'4 't y iA i I i. rN�-��Y�� Y k.4-p4 kt rZ�� � � - r � X♦ µ 9 T � �v � 4 •,, 3 r e � S 04 r q:'N i'P I ]Y iii I 6 ' 1 r, 1 a i���al�Y�alit�l��l$i��d':,I� xiri'I• r,. � ''!BSN �dlWr 1k����rs� to _ s•�" ins '�„' ., i-. V •�t w 10 R k e I,l " kllr TUFA+- i3 �:� ' I "; ✓y�'. I*+ ����I I � � ,I I' I � I�r'I.,I I Ii � Ih P� � rr i IT- Ila ai" VB ,Y'C17d -,ft"2., t y s . I r;y k F- } r2, j k�' o �t t S A M U E L S & OCT - 5 2020 S T E E L M A N October 4, 2020 Southold Town Building Department Main Road Southold, NY 11971 Re: McDonald Residence 1700 Cedar Point Drive East, Southold, NY Building Permit#44586 1 am administering the construction of this project, have inspected and can hereby CERTIFY the insulation. It meets the provisions of the ResChek, requirements of the construction documents, Building Permit and Code. Please put this certification in the file for the project. Thank you, 51NTE OpN OOHS C �4'� M a r A C/) m N 0T 8350-1 Fpq �C Tom Samuels ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 F. �Ia�''aAV '•Y't�;,C�,I<. �' � L1�►,L-[�-1t�4Ca; R,,a�u�n- - Affidavit Of 2015 IECC Compliance Date: 4/30/2021 Inspection Address: 1700 Cedar Point Drive, Southold NY This is to Certify that on 4/6/2021 the above address has been tested in accordance with the provisions of the 2015 IECC as amended by the 2016 New York State Supplement: 402.4.1.2 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accord with ASTM e1827 and meets the minimum standard of: 3ACH50 Conditioned Floor Area: 2766 1 Blower Door Test Result: 1180 Conditioned Volume: I 8757 JLeakage in ACH50: 2.46 402.4.1.2 2015 IECC Compliance: I PASS 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has been tested b t construction test in accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152,and meets the minimum requirement of: <4 cfm25pa per 100 Ft2 lof conditioned floor area. System 1: Exempt Leakage CFM@25: 0 Supply R-value: na Return R-value na System 2: Exempt Leakage CFM@25: 0 Supply R-value: na Return R-value na System 3: Leakage CFM@25: Supply R-value: Return R-value Total Combined Leakage: 0 CFM@25 Leakage Limit: 111 CFM@25 _ *** EXCEPTION-All ductwork and air handler is located within the building thermal envelope. 403.3.3 2 2015 IECC Compliance: PA55 Signature of Certified RESNET HERS Rater,: ? , s r���:: HERS CIA Provider: t ►= II \\ `' I Performance Systems Development 124 Brindley Street, Ithaca NY 14850 f SAY 2 4 2021 Provider ID#: 1998-072 mI accarella -Certification #3587347 607-277-6240 1'F"tTt Notice of independent Status.As per the requirements the 2015 Building Code of NYS, New York Building Technology Group Inc.and/or it's Inspectors(Raters)are not and shall not be owned,controlled by,or have shared financial interest with the owner of the project,the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third party Inspectors(Raters),New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. 159 Route 25A, Bldg 1 Suite B, Miller Place, NY 11764 Telephone:631495 0289 Fax: 631509 4538 Email: NYBTGTB@gmail.com FIELD INSPECTIOZ�REPORT I -DA E CO MENTS 4—� FOUNDATION (IST) 3 dJ H ------------------------------------ FOUNDATION (2ND) ILz �O ROUGH FRAMING& lurr+ rr/ PLUMBING y •_ r INSULATION PER N.Y. H STATE ENERGY CODE FINAL (�G ADDITI NAL COMMENTS � CIIX O a -,q, 9-75® pie G4 O z x e r 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 Q` Survey SoutholdTown.NorthFork.net PERMIT NO. SU Check Septic Form N.Y.S.D.E.C. Trustees f� Flood Permit Examined (J 20 ' , _Z6Storm-Water Assessment Form Contact: Samuels & Steelman Architects Approved d� 20 0� �. ,p� ' Mail to: 25235 Main Road NY 1193b Disapproved a/c utc ogue, �,•', _ Phone: 631 734-6405 Expiration_#::�,20 BuiIdt Inspector APPLICATION FOR BUILDING PERMIT Date December 3, 20 19 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.�Certiflcate 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. e (Signature of applicant or name,if a corporation) 25235 Main Road Cutchogue NY 11935 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Architect Name of owner of premises John E. McDonald and Lori E. McDonald (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done:_ 1700 Cedar Point Drive East " j . ' :Southold ' House Number Street„ ;i ,. , ;,,,,x> , , iF,;{ Hamlet . County Tax Map No. 1000 Section °Block `01� Lot 03 Subdivision ---- "'`u' ` ` 'Plied-Map N6. ---- Lot ---- Z. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy SINGLE FAMILY RESIDENCE b. Intended use and occupancy SINGLE FAMILY RESIDENCE 3. Nature of work(check which applicable):New Building Addition V Alteration Repair Removal Demolition Other`'York (Description) 4. Estimated Cost ---- Fee --- (To be paid on filing this application) 5. If dwelling, number of dwelling units na Number of dweliin_g units on each floor ----- If garage, number of cars 5. If business,commercial or mixed occupancy, specify nature and extent of each type of use. - --- 7. Dimensions of existing structures, if any: Front 69'-7" Rear 28'-3" Depth 42'-1" Height 26'-3" Number of Stories 2 Dimensions of same structure with alterations or additions: Front 69'-7" Rear 28'-3" Depth. 42'-1" Height 26'-3" Number of Stories 2 B. Dimensions of entire new construction: Front ---- Rear ---- Depth --- Height ---- Number of Stories --- �. Size of lot: Front 194.03' Rear +/-300 '(irreg. shorelir'66th 200'(irreg. shoreline) 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated R 80 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO V Will excess fill be removed from premises? YESV NO 109 Wetherhill Road 14. Names of Owner of premises John & Lori McDonaldddress Garden City, NY11530Phone No. Name of Architect Tom Samuels Address 25235 Main Rd CutchP Able No 734 6405 Name of Contractor Address Phone No. 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. b. Is this property within 300 feet of.a tidal wetland? * YES X NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. (see attached ) 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 X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) COUNTY OF Suffolk Tom Samuels being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the Architect (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this — �,day of CI A166— o ° LAUREN M MCI(ISSICI( `-- Y PUBIC-STATE OF NEW YO Notary Public No.®1M Signa re of Applicant ®ual'dsed m Suffolk County My Commission Expires May 23, 2020 917 i t . Glenn Goldsmith,President � � Town Hall Annex Michael J.Domino AS ,, v_ `_ 7h 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III Southold,New York 11971 A.Nicholas Krupski � Tele hone(631) 765-1892 i, g � Fax(631) 765-6641 Greg Williams '�' � . �Owl `�° Dpi § " i BOARD OF TOWX TRUSTEES November 19, 2020 TOWN OF SOUTHOLD }��',' f(}� t Samuels & Steelman Architects J\', 25235 Main Road N0 3; 0 2020 {Cutchogue, NY 11935 t j F2117- Attn: Thomas C. Samuels _ RE: JOHN & LORI NMcDONALD 1700 CEDAR POINT DRIVE EAST, SOUTHOLD i SCTM#: 1000-92-1-3 Dear Mr. Samuels: `The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, November 18, 2020: RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative :Amendment to Wetland Permit#9467 for an as-built 877sq.ft.wood deck which wraps 'around a portion of the first floor of the dwelling; and as depicted on the site plan prepared by Samuels & Steelman Architects received on October 20, 2020, and ;stamped approved on November 18, 2020. ;Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. �If you have any questions, please do not hesitate to contact this office. ;Sincerely, !Glenn Goldsmith !President, Board of Trustees GG/dd ;rr Glenn Goldsmith,President w. Town Hall Annex A.Nicholas Krupski,Vice President �"++ Qt� ° 54375 Route 25 P.O.Box 1179 John M. Bredeme er III Y Southold,New York 11971 . Michael J.Domino Telephone(631) 765-1892 Greg Williams * Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD ; CERTIFICATE OF COMPLIANCE 1833C Date: July 11,2021 �3 THIS CERTIFIES that the reconflo e�ng_pexvious,,gtavel,dridewav by remo�ii g, as mimately-485 sfexis'ting dtiveiv and'iiistalliri -error"oxitiaate1 .435 sf iifriew:pervious gravel .drivewa ,'c�+ lear,'approxinatel�►955 sfiexistinglruali and construct<l8'x3.4''swimming pncil , yitIi interior sua;7`30sq#t�on�arade inasoriry'riooI Natio •i'ncludm�pool cojiirig�and-ste�iping_stone lrathto :patio ,re=grade area,ad' to'swixririiipool andatiolii�`usingxon=sitool exca�atiori=ma#erial'ti� raise ade-less'tlian 1`&''�install a cool dr +ell.pool equ went;ani 4�liiah pool enclosure°fep ft =coinstnict�5 5'�x•16=5'parclt�=addition�aricl�''X::6''one-s"t8r�:adtiition Yci an`e�istin'�twaa�tor�•,,single-family . dwelling-replace-bv&head utility°liiies tli undo--fa`6ui d"ufilitissy remove eiisting'wke fencin `grand.ga& -located adjacent to the°shoreline- and maintain existing 6:5, ,x-8' wooden kayakrack;as-built'877s6ft:, "vvcoil deek=wliicli wraps'around`a>iiortari afth`e.first floor tif�t`he dwelling insfall a.2Q-kw Kohler, 'propaiis=fired aii iliac iiower generatoi oxr'a3? 5''precaAconaretuslab•withthe condition that a sound `reducing uuparatus>is installed to aide in.the reduction.of noise riaade,by'th6 pool equipment; At 1706 edarP'dint-,Driv&Eas't,=S6uthold Suffolk County Tax Map#1000-92-1-3 Conforms to the application for a Trustees Permit heretofore filed in this office Dated April 8,2019 pursuant to which Trustees Wetland Permit#9467 Dated May 15„2019 was issued and Amended on January 15,2020 and Amended again on November 18, 2020 and Amended again on June 16,2021 and conforms to all of the requirements and conditions W of the applicable provisions of law. ; The project for which this certificate is being issued is for the reconE r�u a of existin,g,,pefrvious °gavel 'driveway by renio`yin apprt ximately485 ifof existing`drivewiw-and installing,,anoroximately 43S sf of ,. iew` envious gravel drive'v i"k.cle_Mproxhrd6tely 955 sf rif 6iistihk b`r'ush and c6n'sfitct=18'ac34'' ,swimming pool with°intetibrspa 73 sn ft on'-gr'adc mai6niry"po6l'patio 7including;pooI c6ping,'1 and stelipiiig ixto"ne,path'to°patio re=grac3'e area�adjacentto swimming pool and°natio by using-on-sitepool ,exca�%ation material to raise`grade lass°than-l8" inafall a oohdryw_11 pool equipment and 4'high pool, enclosure,fencing;constructS-,.-5''x'16 5' potdh addit'ioriand 21 x'6'orie-story addition to an<e�cisting t�vo- .stem single=family-dwe'lling•-replace'overhead utility lines with underground utilities—remove existing wire fencing and safe locate-adjacent-to the shoreline'and4naintain existing 6.5' x 8'wooden kayak rack; as-built'877sq ft.wood deck•which MMs•around a�ortion.of the first floor of the dwelling-�instal1 a ,20 kw Kohler propane-fired auxi1ho power,generator.on a 3'x5'precast•conerete slab-,-,Ai ith the condition• that a sound redtiaing gpp4tAtus-'is iiistalled'to aide'k the reduction of-noise made by the pool equipment. The certificate is issued to John&Lori McDonald owners of the aforesaid property. 4 Autho _ ed Signature NEW YORK STATE DEPART 7-NT OF ENVIRONMENTAL CONSERVA N Facility DEC ID 1-4738-02872 PERMIT `Linder the Environmental Conservation Law (ECL) _ Permittee and Facility Information Permit Issued To: Facility: JOHN MCDONALD MCDONALD PROPERTY 109 WETHERILL RD 1700 CEDAR POINT DR EISCTM#1000-92-1-3 GARDEN CITY,NY 11530 SOUTHOLD,NY 11971 Facility Application Contact: EN-CONSULTANTS 1319 N SEA RD SOUTHAMPTON,NY 11968 (631)283-6360 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 719.209 NYTM-N: 4545:44 Latitude: 41°01'50.5" Longitude: 72°23'32.8" Project Location: 1700 CEDAR POINT DR. SCTM#1000-92-1-3 FAIR HAVEN INLET/CEDAR HARBOR Authorized Activity: Reconfigure existing pervious driveway. Install 18'x32'pool, 766 square foot patio and drywell. Construct 2'x6first floor addition, a 5'6"x16'6" covered entry porch and 162 square foot stone walkway. Add a 380 square foot non-turf buffer to the west of the recbxifigured driveway. All work must be done in accordance with the plan prepared by Thomas C. Samuels,R.A. dated 4/2/2019 last revised 9/6/2019 and stamped NYSDEC approved 10/1/2019. Permit Authorizations Tidal Wetlands-Under Article 25 Permit ID 1-4738-02872/00005 New Permit _ Effective Date: I0/1/2019 Expiration-Date: 9/30/2024 Page 1 of 6 NEW YORK STATE DEPART SIT OF ENVIRONMENTAL CONSERVA'1 1 Facility DEC ID 1-4738-02872 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL,all applicable regulations,and all conditions included as part of this permit. Permit Administrator:SHERRI L AICHER,Deputy Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony o k,NY 11790-3409 t 0 Authorized Signature: Date /91 Distribution List EN-CONSULTANTS Bureau of Marine Habitat Protection File Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS -Apply to the Following Permits: TIDAL WETLANDS 1. Prohibition Period for Nesting Birds To protect nesting shorebirds, including threatened and/or endangered species,no regulated activities may occur between April 1 and August 31,inclusive,of any calendar year. 2. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 3. Notice of Commencement At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project,the bottom portion of the form must also be signed and returned, along with photographs of the completed work. Page 2 of 6 NEW YORK STATE DEPART 'NT OF ENVIRONMENTAL.CONSERVA" 'N NOW Facility DEC ID 14738-02872 4. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Thomas C. Samuels,'R.A. dated 4/2/2019 last revised 9/6/2019 and stamped NYSDEC approved 10/1/2019. 5. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland)and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 6. Materials Disposed at Upland Site Any demolition debris,excess construction materials,and/or excess excavated materials shall be immediately and completely disposed of in an authorized solid waste management facility.These materials shall be suitably stabilized as not to re-enter any water body, wetland or wetland adjacent area. 7. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 8. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. 9. Clean Fill Only All fill shall consist of clean sand,gravel,or soil(not asphalt,slag,flyash,broken concrete or demolition debris). 19. Vegetate All Disturbed Areas The permittee shall revegetate all exposed faces and disturbed areas to prevent soil erosion prior to the project completion or expiration date of this permit,whichever comes first. n. Long-term Plant Survival The non-turf buffer shall be planted with native;species and the permittee shall ensure a minimum of 85%survival of plantings by the end of fivegrowing seasons. If this goal is not met,the permit holder shall re-evaluate the restoration project in order to determine how to meet the mitigation goal and submit plans to be approved by the office of Marine Habitat Protection NYSDEC Region 1 Headquarters SUNY cQ Stony BrookJ50 Circle Rd 'Stony Brook,NY11790-3409 12. Install,Maintain Erosion Controls Necessary erosion control measures,i.e.,straw bales,silt fencing, etc.,are to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good and functional condition until thick vegetative cover is established. 13. Maintain Erosion Controls All erosion control devices shall be maintained in good and functional condition until the project has been completed and the area has been stabilized. 14. Driveway/Parking Area of Pervious Material Driveway and parking areas shall be constructed of NYSDEC-approved pervious materials. Page 3 of 6 NEW YORK STATE DEPART" XT OF ENVIRONMENTAL,CONSERVA7 i Facility DEC ID 1-4738-02872 15. No Pool Discharges to Wetland There shall be no draining of swimming pool water directly or indirectly into wetlands or protected buffer areas. 16. No Drywells in or near Wetland Dry wells for pool filter backwash shall be located a minimum of 75 linear feet landward of the tidal wetland boundary. 17. Direct Runoff Away from Tidal Wetland and Buffer Roads,driveways,and parking areas shall be graded to direct runoff away from tidal wetlands and protected buffer areas. 18. No Changes to Septic System This permit does not authorize any alteration,expansion or replacement of existing septic systems. 19. Incidental Disturbance to Vegetation It is the responsibility of the applicant to remedy any incidental disturbances resulting in damage or removal of wetland vegetation. Upon completion of construction activities, any disturbed areas shall be planted with the appropriate marsh vegetation. Please contact the Bureau of Marine Habitat at(631)444-0295 for more information. 20. Contain Exposed,Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains(or other NYSDEC approved devices)placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 21. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may he caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes,and no claim or right to compensation shall accrue from any such damage. 22. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if,in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health,safety or welfare of the people of the State,or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work,obstructions,or hazards caused thereby without expense to the State, and if,upon the expiration or revocation of this permit,the structure,fill,excavation,or other modification of the watercourse hereby authorized shall not be completed,the owners, shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 23. State May Require Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not been completed,the applicant shall,without expense to the State,and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require,remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. Page 4 of 6 Am NEW YORK STATE DEPART NT OF ENVIRONMENTAL CONSERVA' 4 W&AW Facility DEC 11) 1-4738-02872 24. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments,fuels,solvents, lubricants,epoxy coatings,paints, concrete,leachate or any other environmentally deleterious materials associated with the project. GENERAL CONDITIONS -Apply to ALL Authorized Penlnits: 1. Facility Inspection by The Department The permitted site or facility,including relevant records,is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71-0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit,including all referenced maps,drawings and special conditions,must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department,issuance of this permit does not modify,supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal,modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal,modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790-3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations:Tidal Wetlands. 5. Permit Modifications,Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification,suspension or revocation include: a. .materially false or inaccurate statements in the permit application or supporting papers; Page 5 of 6 t NEW YORK STATE DEPART' NT OF ENVIRONMENTAL CONSERVA' 4 Facility DEC ID 1-4738-02872 b, failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions,orders of the commissioner,any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A:Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee,excepting state or federal agencies,expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives,employees, and agents("DEC")for all claims,suits,actions,and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with,or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims,suits,actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions,or to any claims, suits,or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors,employees,agents and assigns of their responsibility to comply with this permit,including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental.Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits,approvals,lands,easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the peimit. Page 6 of 6 Scott A. Russell ��°Su kvG 51FO]KIM[WA\T]EIK SUPERVISOR C MA NA\(GrIEl\CENT SOUTHOLD TOWN HALL-P.O.Box 1179 u' 53095 Main Road-SOUTHOLD,NEW YORK 11971 o - Town of Southold ' *� CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOL17E ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑Eff A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ST B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑&C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. 11211). Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. 0 E6 E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Proper[)Owner,Design Professional,Agent,Contractor,Othei) S.C.T.M. 1000 Date District NAME Tom �Samuels 92 01 03 12/19/19 c'�� 3NV l�✓ A�� Section Block_ Lot FOR BUILDING DEPARTMENT USE ONLY**** Contact Information 631 734 6405 Reviewed By: /t - - - - - - - - - - - - - - - - — _ - -Date_ _ - - - Property Address/Location of Construction Work: —EeApproved 1700 Cedar Point Drive East forprocessingBuildingPermit. tormwater Management Control Plan Not Required. Southold, NY 11971ElStormwater Management Contiol Plan is Required L_ (Forwaid to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 �o�suF�ot,�oo BUILDING DEPARTMENT-Electrical Inspector Cm Ca TOWN OF SOUTHOLD o • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 y�®! Telephone (631) 765-1802-FAX(631) 765-9502 Temporary Certificate # �7 q 9 Date D-7 — 2020 Customer Name WborlaJd Electrician Name I p Address 1700 FC-ed p a, J?fld NY Phone -5 0 e-mail e-mail Cq6 f Vf I D kQL - c6rn Phone License# E Size__jD0 A Phase Overhead Underground _ #of Meters 1 Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#F Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This veritica on is vali, r 9 s from the dat ove. Authorized by (/—v. BUILDING-DEPARTMENT- Electrical Inspector 01,1D TOWN OF SOUTHOLD, « ' Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971'-0959 Telephone (631) 765-1802 - FAX-(631) 765-9502 ;ro etr southoldtownn - ov- seand south6ldtownn ov w ._ A,`PPLI-ATION FOR ELECTRICAL INSPECTION, ELECTRICIAN INFORMATION (All Information Required) 'Date; Company Name:,,. GLS I M Name: .4 ,L2 .License No.:s7g email: 6s 4)t- ,Address: 0 3o x a t WI-4 o e--s> << 4 71 Phone No.: -6-16 616 JOB SITE INFORMATION (All Information Required) -- Name: �a 2t Lott c a �� Address:, / _ �_ C g5aA2 oiNr 7/1 po � 0 U-17, !q / Cross Street: Q a iz P, n L u r Phone - Bldg.Permit#:� --44 5 B(o y email - - Tax Map:District., 16005etion: _ _ -a_ Block: _ 1 Lot: 3 BRIEF DESCRIPTION OF WORK (Please Print Clearly) /,.V s Circle All That Apply: Is job ready for inspection?: YES / NO Rough,In Final Do you need a Temp Certificate?: YES NO Issued On Temp Information: (All information required) Service Siz1 Ph. 3 Ph Size: 3 00 _A # Meters, Old Meter#, New Service Fire Reconnect- Flood Reconnect- Service Reconnected- Underground - Overhead Underground,Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Informatio ;; PAYMENT DUE WITH APPLICATION, Request for Inspection Form.xis i PERMIT# 1 Address: Switches r" lbo Outlets - l 1 GFI's 1Xl I 1 Surface Sconces ` HH's UC Lts Fans Fridge HW r Exhaust Ovenw'` Dryer /� �I J' � I 'J lift, Smokes DW l: Se ice Carbon Micro I Generator Combo ' Cooktop Transfer AC l� AH Mini Special: Comments. VP vroecr C/0"I A0 t? cam/ - 1 �oSaFkt-co BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 CM CIO - Southold, New York 11971-0959 y p� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a southoldtownny.gov sea nd(d�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail information Required) Date: Company Name.- Name: ame:Name: License No.: email: Address: Phone No.: JOB SITE INFORMATION (All Information Required) Name: Address: Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect - Flood Reconnect - Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Formals Town Hall Annexe �y Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 ; P.O. Box 1179 y ZE Southold, NY 11971-0959 JIB BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: December 3, 2019 Owner: John McDonald & Lori McDonald Location of Property: 1700 Cedar Point Drive East, Southold, NY Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): a Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): Tom Samuels, Samuels & Steelman Architects Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1'/2015 6" DIAMETER ' REFLECTIVE WHITE REFLECTIVE RED PANT ME#187 i H 1/211 STROKE The construction type designation shall be 661991 6611109 cc ip$I 611V"or ccV» to indicate the construction classification of the structure under DESIGNATION FOR STRUCTURAL section 602 of the BCNYS COMPONENTS THAT ARE OF t • .• f- , TRUSS TYP ,c`O� STRUCTION ® "F 99 FLOOR FRAMING, INCLUDING ■ ■ GIRDERS AND BEAMS ccR�� ROOF FRAMING 5 kUJILDI � � � "FR" FLOOR AND ROOF FRAMING STANDARDS AND CODES S A M U E L S & S T E E L M A N December 20, 2019 - - • Southold Town Building Department Town Hall Annex Main Road Southold, NY 11971 Re: RENOVATIONS &ADDITION TO THE McDONALD RESIDENCE 1700 Cedar Point Drive East Southold, NY 11971 SCTM # 1000-92-01-03 This project includes the renovation and modest addition to an existing two story residence, including new windows and exterior finishes, a new front porch, and a new interior layout including new finishes and mechanical systems. Attached documentation includes the following: 1) Building Permit Application 2) Four (4) sets stamped Construction Drawings 3) Survey 4) ZBA determination, including de minimus finding 5) DEC permit 6) Trustees permit 7) Drainage work sheet 8) REScheck version 4.6.4 9) Notice of Utilization of Pre-Engineered Wood Construction 10) Owners'Authorization 11) Application for Certificate of Occupancy Please review the enclosed and get back to me with any questions. If application is complete, please prepare a BUILDING PERMIT, and contact my office with a total fee for same. As always, I appreciate your efforts. Sincerely, Thomas C. Samuels ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 S A M U E L S & S T E E L M A N November 30, 2020 Southold Town Building Department ; D,+ Main Road , n Southold, NY 11971 NOV 3 0 2020 Re: McDonald Residence BUT 1700 Cedar Point Drive East Southold NY Building Permit#44586 I hereby apply for an amendment to this permit, to include the following: #1 Replace existing deck with new, in slightly altered configuration. The structure of the existing deck proved to be insufficient, with deterioration of wood framing, and lack of proper foundation. The existing deck measured 887 square feet; the new deck will measure 885 square feet, or 2 square feet less than existing. #2 Enclose portion of front porch, as a new unheated exterior closet. #3 Open wall between Kitchen and Dining Room, with new, larger beam overhead. #4 Re-arrange layout of walk-in Closet and Fishing Shed, all within existing footprint. Please see attached FOUNDATION PLAN and FIRST FLOOR PLAN showing the new layout with notes, all bubbled. See also SITE PLANs, stamped and approved by the Southold Trustees and NYSDEC. Please review and get back to me with any questions, then prepare an AMENDMENT and send to my office. Thank you, Tom Samuels ARCHITECTS 25235 MAIN ROAD CUTCHOCUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 l 1 /,/z 2� 1 t5q-,1 J4 sow �1 • OISO Ur�,®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ® �� lyCOW,�� BUILDING DEPARTMENT April 26, 2021 TOWN OF SOUTHOLD Samuels & Steelman Architects 25235 Route 25 Cutchogue, New York 11935 RE: McDonald, 1700 Cedar Point Drive East, Southold TO WHOM AY CONCERN: The items arked below are required to obtain your Certificate of Occupancy Chapter 236, Soil stabilization required. l Electrical Underwriters Certificate. (631-765-1802), a-AZ J'�l Final Board of Health survey. V Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees #765-1892) Final Planning Board Approval. (Planning # 765-1938) Final i e Inspection from Fire Marshall. (631-765-1802) torm Shutters required for all glazing Energy Test Results and Manuals required Ina elevation certificate from surveyor. Spray Foam Insulation Certification from a NYS licensed architect or Engineer BUILDING PERMIT: 44586-Z additions/alterations Ef4 � ' S.C. T.M.# DISTRICT: 1000 SECTION: 92 BLOCK:1 LOTS LAND N/F OF Moureen Naughten Sullivan 16 Foxgglove Row Riverheod, NY 11901 1455 E Cedar Point Dr 1000-92.-1-9 DWELLING - T DRIVE EAST � - CEDAR PAIN \ 194..01' U.P. \\ y1\ Up N 82°40120" ELL OL \ `P`S6'o f) LAND \ \ Any , po \ \ 1Ta "3 \ 1 ► IC�\\ \ Doniele Cociopppo 00�r \ \ I r'o Gp s 282 R der Rd c: \ 8 2 ManhossetY NY 11030 s`�� \\ \\ I 2� Fl/ \ •�\ ouo roy�� Via= ` 1455 Inlet Way o \ \ \\ f ST��c\ ��\l \ �\ ro c^�\\\ •��� DWELLING 41 \\ \\ \\oG2 \PERGOLA OVER BRICK STOO� \ ♦\ \\ \\ �\ \ ��N WO \ \ \ LIQ > a DE'Ck 1 \ \ EXf A TING SEPTIC SYSTEM S.e DIV[�Mf N t 8 I 8 go, le:>p/NG 4B, �g 7 6 I 4 I ► l 1 j j N %�` I I 5 ,i ! % D 4 5 6 ®PILE I I / / 1 �.S•�� I-s ��r 2N9'FLR DECK / / / ' TIE LINES ALONG MHW MARK — � VER WOO 9 OQ "DECK 00 •" // 1 STORK-- i'' //� �// n n W/2ND FLR DECK j / `�ON EXISTING ERM. SHE x 12.3' fig.A's' ON Dol p,' 00 ep 4 I \ 1 I \ \ / TIE LINES ALONG MHW MARK ' I o�D \ / W _ e !:;' s�r qS n_ .••,E .`p 65 y0�"� y�� FIRM PANEL #36103C0167H 7HE WATER SUPPLY WELLS, DRYWELLS AND CESSPOOL S. O"� 1 LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS _ 2 3 �� AREA: AND OR DATA OBTAINED FROM OTHERS 6�0 •S), - - ' , Y ELEVA]70N DATUM: -.NAVD88 19.60 " 1110 UNAUTHORIZED ALTERATION OR ADDITION TO TI-11S SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY ?Z"k, 06.98' S 79°1T57 W t g, MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY, GUARANTEES INDICATED HEREON SHALL RUN 28'2Se yy �`Qs ONLY TO THE PERSON FOR WHOM THE SURVEY!S PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING lNST177jTlON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS777U770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY MAP OF: CERTIFIED TO: JOHN E. McDONALD; FILED: LORI E. McDONALD; ' SITUATED AT. SOUTHOLD TOWN OF: SOUTHOLD SUFFOLK COUNTY, NEW YORK KENNETH M WOYCHUK .LAND SURVEYING, PLLC Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILEN 18-86 SCALE: I"=30' DATE;SEPT. 25, 2018 PHONE (631)298-1588 FAX (631) 298-1568 N-YS. LISC. 'NO. 050882 _ maintaining the records of Robert J. Hennessy k Kenneth W. lloychuk TOWN OF SOUTHOLD 'BUILDABLE LAND NYSDEC "ADJACENT AREA" REV1510Ns si(s/Iq KAYAK RACK `Ye/I q CONFORMING LCAT COVERAGE TABLE LOT COVERAGE TABLE TERRACE IO/26/Iq w/SPA f 5A5E LOT ARE10 A: 4'7,112 5f 5A5E LOT AREA: 47,112 5f Q.ATA.. X9/20 REPLACE SCTM # 1000-91-1-3 EXI5TING DECK, ADD 57RUCTURE5 EXI5TING PERCENTAGE PROP05EP PERCENTAGE 5TRUCTURE5 EXISTING PERCENTAGE PROF05EP PERCENTAGE BAGGHARIS PLANTS HOUSE: 1,633 of 3.4791o' 1,647 of 3.500/11 HOU5E: 11655 5f 5.4'790/6 1047 sf 3.509/6 PROPERTY: 1700 Cedar Point Drive East SHED: 120 5f 0.25% 120 5f 0.25% 5HFD: 120 sf 0.25% 120 sf 0.25% ADDRESS Southold, NY 11971 DECK: C103 Sf I.QI% 0160 5f 2.04% WALKWAY: 1-74 sf 0.3'7% 162 Sf 0.34% OWNER: John E. & Lori E. McDonald POOL: 0 sf 0% 612 of 1.22% TERRACE 4 GOPINS: 0 Sf 0% '730 sf 1.55% 109 Wetherill Road Garden City, NY 11530 �- TOTAL: 2,656 sf 5.63% 3,363 5f 7.143'0 DECK: C103 of I.Cf290 CI55 sf 2.04% > POOL: O sf O% 612 5f 1.30% SITE: 49,671 Sf= 1.14 ac TOTAL: 2,630 5f 6.01% 4,22Q 5f b.C15% WETLANDS: 2,559 Sf = 0,06 ac J LAND N/F OF ZONING: R-80 O I Mau een Nau hten Sullivan 16 Fox fove Row SURVEYOR: Kenneth M. Woychuk, PLLC W = l ' verheoCg 14 5 E CedarYPaintpDr PO Bf?�C 153 10 DWELLING�g \ Aquebogue, NY 11931 O o �p License # 050882 �. NOTP: ber O 5 20 Dated: Sept. 25, 2018 ---- -- Six Bacchoris halirnifolia shrubs to be ELEVATIONS ARE REFERENCED planted alon tido! wetland boundar on --- p 9 y TO N.A.V.D. 88 DATUM ---- --` \ east side of property, between _. --- \ reconstructed deck and wetland boundary-Shrubs to be planted in 5-gallon containers, W I EAST at least 4'O.G.D.R I V E \ ROPOSED 4 HIGH POINT PROPOSED POOL OPTION OF EXISTING PERVIOUS GRAVEL POOL FENCE ,� CEDAR EQUIPMENT DRIVEWAY TO BE REMOVED, 644 sf XiSTING WOODEN KAYAK < RACK 8'x6.5' TO REMAIN � $ PROPOSED OR LL \ W FOR POOL BACKWASH EXiSTINs OVERHEAD UTILITY ROPOSED SILT FENCE L T N M O LINES TO BE PLACED DURING CONSTRUCTION UW "75 FT SETBACK I E uNDER&ROUNa I PROPOSE 5�y� �----- PROP05ED q5S 5F AREA OF EXISTING O FROPOS D EDGE O LAWN s 194' --•••, ,",•• <r' BRUSH TO BE CLEARED, SHOWN HATCHED c \ rr I ---. U.P. •� ,,.,,,.. �" RATOR 7,•,,, *,° u, rt LIMIT OF AREA TO BE RE-GRADED AROUND �� ❑ _' PROPOSED POOL & TERRACE USING ON SiTE '40'2 " E 6 •••• � (" " ✓ `\�\�'`' ,1 xy' `✓. '\� < '`�', �;, ;` � MATERIAL EXCAVATED FROM POOL. GRADE ` r N g2 0 5 •�- ""' _ '� �✓ .: `r \4\x�JGRANGE LESS THAN IS" �. d ,/ U P� "M�•!. '' L�, is ,.\\ `�� t --LIT KK11 � \ ' '+'A ..- �..""". \: `.: ( �/ T \\ .••� O Y.a, CedarBeachR O 1 •\ \ y I /'y' itis . � ;,' \` \X, 1, TIDAL WETLAND5 BOUNDARY A5 a -----' `;�\,K ���'�:i,. ,� ' �` �! ' ��`p , /�� %' : ��• v' DELINEATED BY EN-GONSULTANT5 L�" '\ ,� .;'�/, ,'' �"-. ',�► t'�\ .�.i� 4 \l` Mal o NGNA-n1&1 ', �<'I' C� I �'.f: \�,� �;� Vic ,% �` �, - Q ,��,,p` `\ <,,.;!t� •��p, ALONG SHIN 6••26-IS "$a �aw� U VEGETATED BUFFER , ' •Lr Dy \ ° '_. ..>.. ;• u `X a SHOWN HATCHED �, �. 'X. a. ON zhfE X 1 1 � r x i Calor 0 •'\. h f\ h. ..� "' x '� \' LOOD ZONE LINE m ro Beach . U �4/l 3 Q Creek; Cedar LAND N//F DF /r ..� • /',/ � 1 /" _ ).•;:, V' Rt� c Beach I; W i Anthony Cacloppo © ' j ,p b Danieie Caciop o ��-' ` ` . ¢ ENLARGED L zO '- T 0 CEDAR HARBOR . v County �pp �, x f. NEW1°QoL ��� 1 (EL S .; , INLET �� m p Park � 282 Ryder Rd v '� '.',�' l: z PORTION 6' Ib�x3�F LAi�-SHEET #3 ;'• NY 11©30 x C9 �r� I: EXISTINb FL OD0�s, a 'lea Manhasset, ! ' b12 of — "!5 s1:TBA� LINE ZO X Y Q� a 'N 1 11 1 Q 1455 Inlet Way p t PERVIzws 1 _,, K E .;t:` p\ 1000-92.-7-4 �y GRAVEL-TORE AIN N ya ', � , i��• F'ROP051=17 5TQN1: TERRACE E i`.y �x. � � EXIT[NG NATURALLY VEGETATED ? DWELLING "Q TQ REMAIN 1 `, COPIN& ON &RADE,150 of FOOD DNE LINE { � u 1,240.of y'F $X \ c;: H N GRED Cedar Point ted P __ Q <' / POSED STEPPI 6 tq ` ;� tJ BUFFER 5 OW HAT t.1TT�i~, PATH TO PO PECONIIC PATIO`I�UGRAS5 JOINTa b C BAY: TO t5 ADE \ C \ CA ;,• ,r �"` ;,,'�; '1+ ' XISTING WIRE FENCE .-* .\ � ;..- \ $.b;,/; ,•`�.F,x�j! ^ ;` } � '� � CSM cA x> ••f �,� 1 `�`, � ,, �' , . +�1.�: D• � .�;: OBE REMOVED PROF'05ED NON-TURF BUFFE APPROXIMATELY 350 SF •� �, ` *J :`�. .11]..�...y� ,..k-.j. Y-3.Cb.' s„� / .. /',",X, < -•.5i „�.:.;:':;;::-; 1. �/ f,\ , » A r i %\` `x, ;-i.,l_�....A s.l:. ...µ.._�':"� •'�.Gi "+.. ✓, ..y' ' `:.. ..,... l:7 {� t. �'`' ` .. , !4V \ C Tt DRAINAGE A G E CAL..CULATiO �" X15TiN6 orris �'• X .✓ k �:�:�1 ,�:, ,�,..," w 6T0 =r 1 '"%��`'''`� 17 r+/NEw� � � 1 ,r, tS` G tRADF-1 2 sf I . . :' ���t. ;,'? ;: F:`�, I ` \ r'� �S'� AREA OF DRIVEWAY DW-A) g -O XiTtNwcr�tots I \ l 't �� DRY WELL AREA x RAINFALL x RUNOFF FAT z h /, \ TO TLA cJ T 4�IEo10� fFJlSC'.� I PORTION OF NEW\ 1 - GOR TIDALET ANDS BO U DAR AS O GH 1 �, I DECK ADDED: ib of \ y (DW-A) 2,025 5F x (2/12 FT.) x 0.7 - 256 GU. FT. co < 3. E TRY i WfN1�IOR: �; `- ;`: 8 \ + '� - L ` !' ''' (!� USE: (2) 6' DIAMETER x 4' HiGH POOL d s ` 6 XISTING FLAG POLE .- DELINEATED BY EN -CDNSULTANTS 6-2 IS �x` '�,';, ,k NEw .'' :` > y1 •� ' ;if +io5 (/, "`, K`; 1`' ENTR PC�C� ;, /' g PORTION OF EXISTi�Ib ( ) S' X s{' STOP .. �c ,I ; sir A NtlMi l ( DECK REMOVED, Ip of I / .F✓ � 2 M DRAIN RING J E 33'7.8 GU. FT. o AREA OF NEW P RVIOUS GRA L I fG; PROVIDED REGU a Q ' r r„T i t I +-"�; '. N �p 337./6 GU. FT. > 236 CUU. FFT. W J• r ; DRIVE W/STONE CURBING, f?Jz f / I cO • 1 I / =;� ';t AREA OF RESIDENCE 4 1 O O D 51 T FENC %� ` �' / + �X. <° / / / J / ;,,, ;� , Cs? _ DW-B W• a 3 C 1 + I ` . .. / / / �� i DRY WELL AREA x RAINFALL x RUNOFF FACTOR DURING CONSTRUCTION 6 J 1 >,�4 ;%: A,GE // // / / / , ' Cn LU, d ( /12 FT.) x 1.0 - 161 CU. FT. � • / %; T,, eGI� i ,ca I i \ ; (DW-B Q66 5F x 2 , ' / / ! x,';t _,. ,, .r .. USE: (1) V DIAMETER x 4' H1GH POOL ��11 EF / - RFACE / ) f (1) 8 X 4 STORM DRAIN RING = 165A CU. FT. k 8•�'-2” E)q �\'1''./ r � / / I `` I /` i 1 1 • EX STING SEP G ,,�,i. �.. TING 1 �° ,. � / J ��"`,? � '� SYSTEM TO REMAIN (/ ,r HOUSE TO/ TLA ' µ' \ / NU5GD i ) PROVIDED REGtUIRED � N. s.' y 166.11 GU. FT, > 161 GU. FT. ' op \ r' / \ G a / / I ' • N N I, �Dy�� ---- - 1 �'� AREA OF RESIDENCE y;r�,. , G , / / co' ,,� DRY WELL AREA x RAINFALL x RUNOFF FACTOR 3 75 FT SETBACK LINE 6X'`� /� •. ...- _ r j 1,1'16 5F x 2/I ,. ( 2 FT.) x I.O 200 GU. FT. i r/ C" 2 /.41 /' ry USE: (2) 5' DIAMETER x 4' HIGH POOL j yxd> x.i,x. l r -1.G / // /' ' r:') (2) VX 4' 5TORM DRAIN RING = 557.8 GU, FT. �`3:aP,1i� EXISTING SHED TO '. '� 7, i SCJ / / / ./• ? 0 ,+ ` y, iS .� ,�J „ W �2.2, PROVIDED REQUIRED ;w REMAIN 1'02 sfu J 1 /rj / ';� $'26 337.6 GU. F"f• > 200 GU. FT. `r ' / �,< . I 11.60 17 Ji, \ / / o, r r' '' •, 89 1254" W FAIRHAVEN INLET `A/ �,WN �'✓''''; 'j /�� /• g�� V� ° ROP05ED SILT FENCE `•� n \ XiSStN ?.r, � i % shy. / �j , (k�J r+Iro SOURING CONSTRUCTION T E T H ®L �i - "` K '.% �` %, NO SCALE y / �:�, . `::! r;, / PROJECT NO; i. EXI5TING N TURALL , `x � , ',i ' ' � ' �r'�� �' TEST HOLE DATA 11/18113 ELEV+6.0' 1114 VECGETATED BUFFER ti 1 � �' >,` ` i! �/f;' \ �, �> �y� r���yf\ �A / a XI5TINC7 CATWALK, DRAW S{-#OWN HATCHED i f. �' �y. ,',�; ,y..XOp) N BY: UT t ` ,, RAMP AND FLOAT 2FT. MIXED SAND AND LOAM ti. r j KED BY: X' / r ir`', %�� .�.\ X�.�� "�•O� TO REMAIN CHEC k � x '�% J X ' I C 11 X' / ' GOD '';.`' ,' W k X `' `\�' Nom.;. XX>/T;1 :, /�• XISTING TIMBER GREYISH BRAWN 1- S TIE LINES ALONGx Ir.:` .f>. >:` _ y;,. �; 4: a K r;` / T. IN AN P +1.01�' ; .''' WALLDATE: HIGH WATER MARK n` '< 412119 yX� ,, �k WATER IN GREYISH BROWN I �v ' FLoo 'n FINE SAND SP SCALE: ~ ' ,° "y�, TIDAL WET ANDS BOUNDARY 1 /• s1 L N RY 20' 0" '�, , ` �:X /;' f ) �X, �0 tx AS DELINEATED BY COMMENTS: WATER ENC `t - j,. r' / ,. ,i., �;. r COUNTERED 5' l � �'. ;� u'' . Fi• '� EN-CONSULTANTS 6-26-18 SHEET TITLE. k >;:.�, k : .'i;�i. .� '� •,gyp BELOW SURFACE ELEV+•1 �. > >k � ., . � ,,� ,,• SITE PLAN tr1`•, `� ,'\. .T • �' 62 , � TIE LINES AL©NG V > y;X;. x ' HIGH WATER MARK r ,/ tk7• p� :`,i • ,fig rj �``'•�._...._ _..—••! 23?��� FAIRHAVEN INLET APPROVED Gw 19 60 62 i `' r P I. .. I 1 1'? .-.., SHEET NO: ` 16.98' �g•12 57 SCALE. 1 20 0 ,�n� � T .� 85'2825'6 W BID & PERMIT SET DEC SUBMISSION TOWN TRUSTEES SUBMISSION 1 R REVISIONS SWPPP NOTES AND DETAILS GENERAI_ STORMWATER POLLUTION PREVENTION NOTES TOP OF EXISTING GRADE PERMANENT STORM WATER RUNOFF CONTROL MEASURE CAST IRON FRAME AND COVER SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE TO GRADE (AS REQUIRED) WIRE FENCE W/ Development activities for this project will consist of: FILTER CLOTH 1. Installation of temporary erosion control measures (silt fence barriers), see detail 1 &2 TRAFFIC SLAB (SEE PLANS FOR LOCATIONS) FILTER CLOTH MIN. 6 SURFACE 2. Clearing of landscaping in areas shown on Site Plan � \ DRAINAGE \y 3. Clearing of trees and brush in areas shown on Site Plan BELOW GRADE _FLOW 4. Demolition of existing structures and associated building and site components \\ \ \\ ol \\ \\/ 5. Excavation for the new foundations and swimming pool n /\ / / \ 6. Construction of the new foundations, building structure and swimming pool 7. Construction of underground electric and utility lines from the utility pole to the new building 8. Construction of a new underground water line from the existing on site well to the residence 2 B ® ® ® ® H ® ® ® 48" DIA TEMPORARY STORM WATER Z DRAINAGE 9. Installation of on site drainage structures (permanent storm water runoff control measures) 0 s'MIN ® ® ® ® ® ® ® ® ® O BASIN RUNOFF CONTROL MEASURE 10. Filling and grading of soil above drainage structures Z O 11. Construction of new terraces ard walkways 4 ® ® ® ® ® ® ® ® E9 BACKFILL EROSION & SEDIMENT CONTROL DETAILS O 12. Construction of new driveway and parking areas including grading and driveway surfacing ® ® ® ® ® ® ® ® ® D_ MATERIAL NO SCALE ® ® ® ® ® ® ® ® ® CL A 13. Installation of new landscaping plants, lawns as required GLEAN SAND 14. Removal of the temporary erosion control measures ® ® ® 29 E9 ® E9 ® E9 AND GRAVEL Z LIJ SITE DATA x O O GROUND WATER Site Area: 49,671 sf= 1.14 ac - Receiving Waters: PECONIC BAY SE NLAOE� SITE - Contractor: N/A � I 0 PERMANENT STORM WATER / FLAN�, SHEE ` 5 0CO POLLUTION CONTROL MEASURES RUNOFF CONTROL MEASURE Q In accordance with the provisions of the Town of Southold, chapter 236, storm water management and erosion and STORM DRAINAGE RING TYPICAL / PROPOSED SILT FE E sediment control measures including, but not limited to, the following shall be employed during construction: NO SCALE DURING GONSTRUFE N Q W A. Existing vegetation to remain shall be protected (by installation of construction fence or other approved means) SEE DETAIL 2-2 and shall remain undisturbed. / EXISTING WOODEN KAYAK Z F- B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas and the length of time RACK 8'x6.5' TO REMAIN PROPOSED SILT FENCE DURING PORTION OF EXISTI 6 ~ Q that areas are exposed. A maximum of 1 acre shall be disturbed at one time unless written permission is granted CONSTRUCTION SEE DETAIL 2-2 PROPOSED NEW DRYWELL �^ by the NYSDEC. Graded and stripped areas shall be kept stabilized through the use of temporary seeding as PERVIOUS GRAVEL PROPOSED SILT FENCE DURING Cl) O W FOR POOL BACKWASH DRIVEWAY TO BE RE OVER CONSTRUCTION SEE DETAIL 2-2 required. Seed mixtures shall be in accordance with the soil conversation service recommendations. (8x4), SEE DETAIL I-2 � � j C. Bare soils shall be seeded within 14 days of exposure, unless construction will begin within 21 days as sections O are completed, or if construction on an area is suspended, the area shall be seeded immediately. 9 5 IMIT OF AREA TO BE RE-GRADED AROUND _ a. Seed preparation -scarf soil if compacted, remove debris and obstacles such as roots and stumps. •• .•-•-•' PROPOSED POOL 4 TERRACE USING ON SITE P P scarify P P g 194.••1 \ b. Soil Amendments CEDAR P INT U.P �\ MATERIAL EXCAVATED FROM POOL. GRADE 1. Lime to ph 6.0 DRIVE EA T \ \\ GRANGE LESS THAN 18" 2. Fertilize with 6600 lbs of 5-10-10 or equivalent per acre (14 Ibs/100 sq. ft.) E 6 7 \ �� ���� _ �0,, PROPOSED NEW DRYWELLS Z c. Seed Mixtures N 82°40 20 5 \ \`� ` �:J`,,,r FOR 5TORMWATER RUNOFF2 01 1. Temporary seedlings .• •4� •. •• mos+sT \ 8\ �� ----- �\�� -,+* (8x4) SEE DETAIL 1-2 O O a. R. a rass annual or perennial) 30 lbs. per acre 0.7 lbs per 1 000 s ft. \ , I /,I,G \ \ ` `, /;• y g ( p ) @ p ( p q. ) TIDAL WETLANDS BOUNDARY AS a •\ \ 1 �i�R \ ,*,'; r `_' \`\� )� �• sv' DELINEATED BY EN-CONSULTANTS b. Certified Aroostook winter rye (cereal rye) @ 100 lbs. per acre (2.5 lbs per 1,000 sq. ft.) use winter rye \\ II / \ otic[ \ 8 �. �,. •s 0 N if seeding in October/November. � F �9 ` :_ s I.L. ,;• . -,r; ;rt• h� ALONG SHW 6-26-I S 2. Permanent seedlings-See Landscaping plans \ I FLOOD FLOO �-\ �� 1 ZONE AE zoNE x FLOOD ZONE LINE D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall be 2 \ ° \ ~. , � , ` # diverted awe P P •\ \ \ (EL 6) �\ ,<<�'')`; "';•:. _ ,,�,,�.`--- \ � ay from cleared slopes. �.�� \ \\ �(2 A`i r'.r `>+ W E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage O •� \ �: r '`'.�n* ZONES ROPOSED LIMIT OF GLEARIN6 AND �+ \ \ I (EL 6�� ?, ,`' DISTURBANCE 13,000 S.F.+/- PP P 1 P P P g .\ \ U systems. Sediment barriers shall be installed along the limits of disturbance prior to the start of construction and s ` \ 3' EI . ' SED F oD ) ' k '�P. shall be maintained until construction is complete. \ \ -- F. A stabilized construction entrance shall be maintained to prevent soil and loose debris from Dein tracked onto z \ \ 8� \ ` ' J`' INLET TO p 9 \ \(, PROP ED ST62NE \ \ ` 1' \ \' , 8.4+ TERRA ON 6fdADE � local roads. The construction entrance shall be maintained until the site is permanently stabilized.Any sediment x � � r tracked onto public roads to be removed or cleaned on a daily basis. FLOOD ZONE LINE \\ \\_ \ Po sTEt�I�l6 \\ J'•' . . CEDAR HARB0R To Qooi� �� G. All runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets installed on .6 -� PATIO, ss JOINTS \, ��� P p 9 appropriate P •\ \ \ / / STEPS To E site shall be protected from sediment buildup through the use of a ro riate inlet protection. \ PROP05ED NEW Z \ NG�TE \. . I +6.6 / / h x / / \ \ \ { CP., - H.Appropriate means shall be used to control dust during construction. n i �� \ \ DRYWELLS FOR \ W HOUT�EA I. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems shall be STORMWATER RUNOFF a? \ �' \ 9 cleaned and flushed as necessary. (8x4) 5EE DETAIL 1-2 ,^ \ 1' ? ' y, T1 G)_ J. The contractor is responsible for inspection and proper maintenance of erosion control measures. Inspections \ � .< x YVD DECK \ � � \ v' � must be performed eve seven calendar days and immediate) after periods of rainfall greater than one half inch. \ every Y Y P g EXISTING DRIVEWAY LOCATION .8 Maintenance measures are to include, but are not limited to, cleaning of recharge basins, sediment traps and TO BE RECONFIGURED V \ \\ I I 1 �\ 1 \ \ r', S, drywells, cleaning and repair of sediment barriers, repair of berms and runoff diverters, and cleaning and repair of \ \ 1 I kIST1101. WO STOR inlet protection devices. TIDAL IAETLAND5 BOUNDARY 1 \\ 1 I 4 BEDROOM 0 ' r I \� 1� 11 \ Q• M t \ I 1 r .iN'i-srizlo.,' �: . EXISTING FLAG POLE a AS DELINEATED BY � �_� 8 -. � � � K. During construction, the contractor will comply with all local regulations concerning the disposal of solid waste and I 1 ttNcOJA,�,IORiNSNC 9 2'xb' ONE STORY 7 6 1 4 M debris and toxic and hazardous waste as well as sanitary sewer and septic stem regulations. Temporary EN-CONSULTANTS 6-26-I S 1 1 8 CHAk6t;Itd.�U9 bt: ADDITION I I 5 -� o de rY P Y 9 P ryv - / o M fencingshall be erected as shown on Site Plan along with the placement of dum ster s to control the buildup of AREA OF NEW PERVIOUS @RAVEL I Cx. ° 9 P P P I I B bROONt5)y, �_= I I I // \ N --I• W Z 3 x '; Z$T 1�!i r-L k / / I 1 COCA w debris. The contractor shall pericdically clean up any debris accumulated along the temporary fence and empty DRIVE w/STONE CURBING y x I / ~ a z LL 1 7 1 EL E1( +10".b >=„ „ / 1 \ c- CSS W• czi the dumpster's regularly. � / / r EXISTJN6 2nd PROPOSED SILT FENCE DURING 1 ` / I Q N �,~ / FLR./DEGK TO LtJ• to 0 N x M CONSTRUCTION SEE DETAIL 2-2 4 I I v EXISTI l�rD.__ / / c�\ The contractor will report any required modifications to the SWPPP necessitated by field conditions or construction 1 REMAIN I � -` activities to the Engineer/Architect for revision of the SWPPP where appropriate. EXISTING SEPTIC I / \ -- �� ,, �/ l ,F l SYSTEM TO REMAIN I / ` DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE I / \ / / .' 0)n / Construction materials shall include concrete wood forms, buildinglumber and associated metal attachments, 00 / / / ' / G �' / / // �` •": N PROPOSED NEW / / / �� `� / �. precast concrete septic/drainage structures, prefabricated building components (windows, doors, cabinets, flooring DRYWELLS FOR / ��\ ,� ,// �/ �� � �Oj materials, finished roofing and siding materials, lighting fixtures, plumbing fixtures), gypsum wall board, batt and rigid 5TORMWATER RUNOFF / ���� insulation, piping for plumbing, outdoor paving materials. (8x4) SEE DETAIL I-2 I / �' �' �'' ��� /'• -� .eco Waste materials shall include demolition materials from the existing building structure, unused building materials and P trash from construction workers meals and drinks. Project site shall have a dumpster that all waste i / / // i � '' ' / materials will be temporarily stored and dumpster shall be emptied weekly by a private carting company. /// ' � ' ' / / /•• 5�+ 2� C.tsEty 1.0 EXISTING SHED I / / 1• V� 12 0 o C. s �� TO REMAIN / I �t \ / �''� // �' 8 S 3 S 89�'12'S4'? W 5 6 °" '�E'''� J.l t,, 1) TES' T DRAINAGE CALCULATIONS I - - .. i =. I I \ '' ' '/ / 6 � �° PROPOSED SILT FENCE NO SCALE AREA OF DRIVEWAY (DW-A) 1 \ / TEST HOLE DATA 11/18/13 ELEV+6.0' DRY WELL AREA x RAINFALL x RUNOFF FACTOR W j 1 �� ,' 'rjg' , [k�J DURING CONSTRUCTION (DN-A) 2,023 SF x (2/12 FT.) x 0.7 = 236 CU. FT. I \\ �� � ,' •QZ �o SEE DETAIL 2-2 USE: (2) V DIAMETER x 4' HIGH POOL i \\ -- -___, '' ,' �• 5g ��` PROJECT NO: 2FT. MIXED SAND AND LOAM (2) 6' x 4' STORM DRAIN RING = 33"1.8 GU. FT. j� 1 -___-___- / i �• PROVIDED REQUIRED �\ i ��� i' EXISTING CATWALK, 1714 337.8 CU. FT. > 236 GU. FT. \ �' h � RAMP AND FLOAT DRAWN BY: GREYISH BROWN + I 11 `� /���' �,' �,� TO REMAIN UT 5 FT. FINE SAND SP ELEV 1.0 AREA OF RESIDENCE (DW-B) z 1 ` DRY WELL AREA x RAINFALL x RUNOFF FACTOR 1\ \�� FLOOD /�''' ,'' A) Q) EXISTING TIMBER 05 CHECKED BY: WATER IN GREYISH BROWN (DW-13) 166 SF x (2/12 FT.) x 1.0 = 1(61 GU. FT. 1 �'�, ZONE x _ -' / � WALL TS 1 FT. FINE SAND SP USE: (1) V DIAMETER x 4' HIGH POOL \ -----j // /•'/ ry PROPOSED NEW DRYWELLS DATE: 1 (1) 5' X 4' STORM DRAIN RING = 168.11 CU. FT. TIE LINES ALONG I \ / COMMENTS: WATER ENCCtUNTERED 5' \ / FOR STORMWATER RUNOFF 10/10/19 PROVIDED REQUIRED HIGH WATER MARK \ / / •• (8x4) SEE DETAIL 1-2 BELOW SURFACE, ELEV+'IA' 165A CU. FT. > 161 CU. FT. \ FLOOD // SCALE: - il FAIRHAVEN INLET ZONE b E /� TIDAL WETLANDS BOUNDARY 1 - 20 - 0 \ AS DELINEATED BY SHEET TITLE: AREA OF RESIDENCE (DW-C) l ` .�6 EN-CONSULTANTS 6-26-18 DRY WELL AREA x RAINFALL x RUNOFF FACTOR FLOOD ZONE LINE ,� .� (DA-C) blab SF x (2/12 FT.) x 1.0 = 200 CU. FT. �� �' •, tx� SITE USE: (2) 5' DIAMETER x 4' HIGH POOL •• 5 (2) 6' X 4' STORM DRAIN RING = 33'1.6 GU. FT. ° � •• '� '' SWPPP PROVIDED REQUIRED �' '� , 33'1.6 GU. FT. > 200 GU. FT. � W`, ��---___---' /•• 52 � TIE LINES ALONG N, •` /• '' HIGH WATER MARK PLAN z � $2 0, E N 65 N ,, �•.� • • .•_..� 7:5.° � -5 FAIRHAVEN INLET � I 633�S), - - 19.6 622 ' v �� _ �� SHEET NO: 8 16.98 ,� 79.12'57 SCALE: 1 - 20 -0 52825 w BID & PERMIT SET REVISIONS YSDEC "ADJACENT AREA' rN ►� KAYAK RACK LOT COVERAGE TABLE scTM # 1000-92.-13 - BASE LOT AREA: 4-1,112 sf PROPERTY: 1704 Cedar Point Drive East ADDRESS Southold, NY 11971 57RUGTURE5 EXI5TING, PERGENTA&E PROPO5EL7 PERGENTAC5E OWNER: John e & Lori E. McDonald 109 Wetherell Road HOU5E: 1033 sf 3.47% 1,641 sf 3.50% Garden City, NY 11530 5HED: 120 sf 0.25% 120 5f 0.25% SITE: 49,671 sf.- 1.14 ac WALKNAYITERRAGE: 1`I'4 sf 0.57% 1,565 sf 3.169a ' L7EGK: 0105 5f 1.C12% cf60 5f 2,0490 WETLANDS: 2,559 sf = 0.06 acLU LAND N/F of POOL: 0 sf 0% 600 5f 1.21 ZONING: R-80 � Maureen Nauohten Sullivan TOTAL: 2,530 sf 6.071% 5,1012 of 11.072% SURVEYOR: Kenneth M. WO Chuk PLLC ,,.j 16 Foxglove Row Riverhead, NY 11901 PO Box 153 01 dar Point E CeDr TOWN OF S O U T H O L D "BUILDABLE LAND Aquebogue, NY 11931 1000-92.-l-9 � DWELLING co License # 050882 : LOT COVERAGE TABLE Dated: Sept. 88 2018 ELEVATIONS ARE REFERENCED BASE LOT AREA: 47,112 sf � TO N.A.V.D. 88 DATUM _._- -- 5TRU0TURE5 EXI5TIN& PERGENTA&E PROP05EP PERCENTAGE goml. M All P Ilk I - HOL)5E: 1,633 5f 3.4?% 1,64-7 sf 3.50% LUUATIO xls-tr - 5HED: 1207 sf 0.25% 120 sf 0.25% EAST �EN 3Y'�vc DECK: C105 of I.Cl19O C1�60 sf 2.04% � Uj�►T� a Uj R NT �ro RGMAIt POOL: 0 sf 0% 600 sf 1.2796fiC_ D-A TOTAL: 2,65+6 sf 5,63% 3,32"7 sf 1.06% '" 3 l„� PROPOSED POOL � PROPOSED 4` HI&H � co 1~QUIPMENT PORTION OF EXISTINCS PERVIOUS RAVEL DRIVEWAY TO BE REMOVED, 455 of POOL FENCE a hRa PROPOSED I7RYWE 1 PROPOSED SILT FENCE C�ar� toUj FOR POOL BACK ExISTIta6 avER�#EAv uTiLiTr DURING CONSTRUCTION €s `✓� LINES TO BE PLACED 5,6'JV '75 FT SETBACK INE ur�ER6RaurD tilatn wre 5��'1 4 �, -- PROPOSED a58 5F AREA OF EXISTING ~' Ba Rd ~` FROPO 6 194.01 BRUSH TO BE CLEARED SHOWN HATCHED * m6E OF LAWN x ' TING WELIL U.P. ? c> a \ ... • sr LIMIT OF AREA TO BE RE-GRADED AROUND �"w r m w Cedar" �� �� N'� i .�@i1Cti Cedar '-- :z�'�:r�::,�. ..�... .>. fi Creek ' ..` Beach PROPOSED PMOL $ TERRACE U51N& ON SITE .4 v County --f'� 82'4Q'2p E s _ - _rr .. :� \ w - FROM POOL. GRADE ' � � MATERIAL EXCAVATED � � d,. ! � Park / , z U.P N max\ O ,, �+,�`\ ,,,',,"; . F` CHANGE LESS THAN 18" , ' r r �� key .r.. � � STS � "' ♦ \�"{/ d' gAf 0 0 �� 'l: '''+► cS TIDAL NETLANDS BOUNDARY As $ Z CL DELINEATED BY EN-GONSULTANT5 � point \�;� # t �' :��°✓: t f.� `,\ ', ALONG 5HW 6-26-IS Cedar Poen tit t1. `;..,. 1 ti I=1.ac�n I !~ I� cca# r 7 \ ZONE AE# Zp \♦ J< I3AY. 1 NE X LAND N//F OF •� \\ ' 1 {EL 6) �� \,:<� FLOOD ZONE LINE SITE Anthony Cocioppo �,> 4 # Doniele Caciop o U \ \ 1 �{3 8 ` . \ ;''' ``Y:h r Q (J y; tS' Uj 282 Ryder �d • ;' '- \ZO \v:. :ap ; Manhasset, NY 11030 ���" .; �'' -t'4R7lott };'' � '75 1'1 FLOOD �� la''' x j+ INLET TO CEDAR HARBOR 1455 Inlet Way �'. ,y� EXI5tIN& NE ooL \ �._,_:;�.. . . 1000-92.-1 y .�• 1�. ,.,... v�< , � ZONE X � >.r��'''�0 C`- DRAINAGE CALCULATION -4 �' a " © Pl*RVlou� . �- : SETBAcS�K < ` ; ° `E 0 +� DWELLING • C1 bRAVEL I)R#(Y>r � r \ f;%;. ..�, \ . ; TO REMA�M. . , 4 , / / sus; '>�''�; ,. LINE �\ <� \ ? .. , J' AREA OF DRIVEWAY (DW A) FLOOD ZONE LINE pC7��, Q \ ` ✓ ` ;r '� ,- l,�-r \ f �,'�� Yl. ;u�� '- TTMR E oK Uj;, -' �'�. DRY WELL AREA x RAINFALL x RUNOFF FACTOR 1 , I:M4 sf �, '� rJ = � �t \' (DW-A) 2,023 SF x (ZIl2 FTU x O.? 236 GU. FT. <� , USE: (2) 8' L71AMJ="t'ER x 4' HIGH POOL +6.4 '� 4, �� � ►'�k �pd�. EXISTING WIRE FENCE! (2) 8' X 4' STORM DRAIN RING = 53'1.8 GU. FT, �A. }' a' """ ..(\� t } *' \ +� '�` • ^, .t,, ti, ti• (, `� '' ,� TO BE REMOVED PROVIDED REQU#RED r. p '8 ,'_r'` .8�`. " ,s �c. ..` :, •.' '•: k 'C �. `` 1r, \ \ ' ►,' C� 337.8 GU. FT. > 236 GU. FT, NY STONWALk \ YiiL7E O}i `� Sit`-t" fp 'sr I t \ 1 `x Vis✓ © a8 ?• s F . , i ., CS'., t Y 4 CH TO TLA ra fKy blvCOI�y 1 # \ 1 lman TIDAL WETLANDS BOUNDARY NEW 'uNTR ! �Zr ti , # AS ` t ' ..*. , i tof2.�;;� ,,`%.%y g i ,-�.. � tf3Ttzi I d � DELINEATED BY EN-CONSULTANTS 6-26-16 t NSW C.G�VERW t ,' "�y' t ,, ;:;:' ,;`. 7 6 "'L, EXISTING FLAG POLE • it. ✓ :ENCivA:rsN ltd< , x ONE STORY 5 4 # ENTRY PORCH tHa A NiSZ-N AI?b►TION # I r NO SCALE -! ca AREA OF NEW PERVIOUS GRAVEL #;, I 4 ` i EXISTIN¢a Tl STARY r ... ..ti ,� , •- DRIVE vi/STONE CURBING 435 sf # t 1 r,; ts NLi ✓. ,° 1 I „-: NCID TEST HOLE DATA 11118/13 ELEV+6.0 W } ' I , j # 4 BEDROOM' HOUSL� - ; + U. z a 7. . r < ' � ;,<%. 1 J w1 INT�RIOf J / ( : : t,W x PROPOSED SILT FENCE P� ,�, ,; �' '' --r- cl T r 2nd REN ATIf NS NcD w ► *'?- CD. INN 1 i"LR,Ii?1WGK TO ( ! �-- I < { . T. MIXED SAND AND LOAM a c� uj DURING CONSTRUCTION _ ! `r :: ( +` '` ' ` REMAIN GH J r , At 6E IN NO. Lit °� 82' t . WT ' B, DO5EXi ,EXISTING SEPTIC � � Gin REYISH BROWN HOUSETOLANN -SAND SP +1.01 SYSTEM TO REMAIN O d F--• u /j G. / JJ I �� '; `�? ,-'' j� /f 1 •l t�.N WATER IN GREYISH BROWN FINE SAND SP 11 FT, l / f� i"' Q ""r✓ r / ,y�� C(j_ COMMENTS: WATER ENCOUNTERED 5' • J cb ?� 1 •-' �'S' �'� r'r 'r ••/• ..r..G:}-� .*. BELOW SURFACE, ELEV+1.0' "15 FT SETBACK LINE r / a l �,dM,:.-:- rr / • l ! / I r ,•I' //r r ! �,. OF XISTINSHED TO s- 1.5 REMAIN 102 of 611.60, G ' �' r / `�\ � ,' o,,s rr r f r r � `••. -• ' S 89'12'54" W u' FAIRHAVEN INLET # ` G tAW� r r' / �/ PROPOSED SILT FENGE W $3 �F .15't1N rrr r / .- _500 J DURING CONSTRUCTION 50-A i o I r le j 7 4 - r f g EXI5TING CATWALK, APPROVE[ BY DRAWN BY: BOARD UT c� �� D SMA N FLOAT �1~ TRUSTEES FLOOD .-r'r ,'f A� • CHECKED BY: _ ZONE x _..-� ,� .,�' rylb TOWN OF SOUTHOLD TS _____ f .• EXI5TIN6 TIMBER TIE LINES ALONG ,. •/' C9 WALL DATE MA' 15` ,� DATE: H16H WATER MARK �� �� '• / 412/19 • \ FLOOD ' SCALE: i \` ZONE AE rr TIDAL WETLANDS BOUNDARY V = 201 - Orr \ (EL 6) fr 1:60 AS DELINEATED BY t SHEET TITLE: FLOOD ZONE LINE rrrr �''j j .,\o EN-CONSULTANTS 6-26-18 WIRE FENOF WI N '� �,, r' ./ � SITE P Lf� FILTER CLOTH -'' c� 1. r FILTER CLOTH MIN. 6" SURFACEis?�,• -_____- �' 62 TIE LINES ALONG DRAINAGE , BELOW 6r� RDE FLOW �'� / � O� HIGH WATER MARK ' N`• `\ �� ��`.�` '� 7p ``••,,...�., .._.•./ 2 8 �� FAI.RHAVEN INLET � 19 » PLM SAY 14 2019 I, SHEET NO: TEMPORARY STORM WATER ��'' 16+98' 9.1257 SCALE: 1 " = 20'-0' � RUNOFF CONTROL MEASURE 83'28'25 1M EROSIM & SEDIMENT CONTROL DETAILS � NO SCALE DEC SUBMISSION TOWN TRUSTEES SUBMISSION REV151ON5 %2/20 REPLACE ROTTED DECK FRAMING I REVISION #I . 12 13 LINE ABOVE OF EXISTING DECK TO BE REMOVED LINE ABOVE OF NEW DECK - - NEW DECK FRAMING EXIS INS DECK FRAMING TO REMAIN - - - -� 12" DIAMETER x 36" DEEP NEW CONCRETE FOOTING ® BMW =; OLLJ z jj I / III III IIII �, I / _ 2x10®Ib" TR._WD. J015T5 - - INFILL F INC AT NOTCH IN \\ z 0 I!� II II FLOOR A VE. PROVIDE cj) I !! III 1 (2)2xI0 FLUSH HEADER III \\ O 1 \ � \ Ei 0 (2)2x10 TR. WD. GIRDER, HELD \ I - \ Q DOWN TO FOOTING w/&ALV. 5TL I� �ryl I - - ..:f `\ I STIRRUP (TYP,) -- I WLj > I 2x 10 TR. WD. LEDGER, Q ATTACHED 5ECURELY TO GONG. FOUNDATION, FLASHED LINE OF DECK ABOVE TO REMAIN Z Z EXIS�TI^ NG GIRDER \ i O i F— Q. Q 2x10 TR. M. ED&E JOIST I Z- EXISTING FOUNDATION FOR ROOF O W j ( J z REMOVE EXIS NG BATT INSULATION - DECK COLUMNS TO REMAIN IABOVE, COMPLIME. PROVIDE NEW 0 j CLOSED CE-1 I 5PRAY FOAM W O INSULATION AWVE, TO R-VALUE `\ II II II I p NOTED IN SPE O IFIGATION fl \ Q -7uj PORTION EXI5TING HO 5E CANTILEVER5 OVER !L EXISTING GONG. SLAB BELOW I FOUNDATION WALL. P VIDE NEW 6" FOUNDATION ( --- -- ---- ----- --- I I \\ WALL ON I b"x8" GONG. F TING r.:"_' "°'" — '�i •i'i:•1'ntit;:iv:'�;.t�1: �4.. ��• ��� 'v»' ::S%,MGti•1::i � \ , XX Fm ATGH CHASE ABOVE FOR DUCTWORK TO EXISTIN55 FOUNDATION TO REMAIN ! I EXISTING GIRDER 5ECOND FLOOR Z bxb TR. WD. P05T TO 36" Q PROVIDE NEW 24"1S t. REMOVE PORTION EXISTING , I\\ �/ I (- - VERIFY SIZE OF PROVIDE NEW FLOOR FRAMING LEVEL I BELOW &RADE FOR _ - r —OPENING.B�'LVIEEN���hhCCaTIN_6..-b__ FRgpd1N6�-AgpV€-REFRAME__ EXI5TIN6 GIRDER TO E- w/EXISTING, w/R-1q BATT INSULATION, 5/4" 511PPORT OF STOOP ABOVE r I NEW FOUNDATION t__I 2" LOWER, FOR FLUSH SILL I � \/ I III REMAIN I i "PLYW37. SUBFLOOR -. l- •^--" -- - �- -- ----=--..- I O SHOWER \ I I F� I ( _ - - - - - -- - - - -- - - - - I --- -- NEW 16" SCS. PIER ON I/ _\ I I I— -III ad Z• x8 u- 24"x24"x10" FOOTING 1- -- - j I 0 �- -- -- -�� I LINE OF NEW FLOOR Q• M DEHUMIDIFIER PLUMBED I IFURNAGEI I II �- - -I I PLAN 4 PLUMBING w PROVIDE DSL. 2xb PLATE ON GONG. SLAB N I I I FIXTURES ABOVE I AND 5LOCKIN6 TO SUPPORT NEW FLR. J �. Y I TO WASTE LINE I IABOVE III �. ��I I FRAMING UNDER WALK-IN CLOSET ABOVE y o otz i LJ- - n 13-O I ( I� I W J• c8i � x EXISTING GIRDER _ _ _ _ _ _ ,� GH4E ABOVE FOR In _ _ _ - -- - r - - - - 4 N c9 2 2 I I I ATCH> I RETURN FROM Ist FLR N — g W. N II HA>3oGE — — — — — ��� _ � 2x8®Ib" 2x8®Ib" - - - I-- - -- � (�• I (I I( Q TR. M. D.J. TR. M. D.J. — — — L _ LEDGER AT — — — I - - - i x YiALL5 24" 50. ACCESS HATCH IN FLOOR ABOVE (3)2x10 NT _ STAIR L NZ- =ry - - - ��-�- 3)-2x6-ice WH- - I- - - - - ---fI - ---- - OF - ------ - - I C. � G 16" SO. x 36" DEEP GONG. PIERS p�c or83 n FOR SUPPORT OF NEW FRONT PORCH ABOVE. PROVIDE &ALV. CAST-IN-PLACE STIRRUP FOR ATTACHEMENT OF FRAMING PROJECT NO: i I I 1714 I DRAWN BY: TS CHECKED BY: i i't t i DATE: �, r_: 10/10/19 ��0 SCALE: 1/41f = 1' - 0" - SHEET TITLE: I ax m ff 'nag PEP Li ruu A FOUNDATION SCALE: /4" V -01' APPROVED BY '" r r, -; PLAN BOARD OF TRUSTEES I� ;l TOWN OF SOUTHOLD k'3 OCT 2 0 2020 / DATE AIb". It UZOSHEET NO: CONSTRUCTION SET REScheck Software Version 4.6.4 Compliance Certificate Project McDONALD RESIDENCE Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,825 ft2 Glazing Area 22% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1700 Cedar Point Drive East John E.&Lori E. McDonald Tom Samuels Southold,NY 11971 109 Wetherill Road Samuels and Steelman Architects Garden City, NY 11530 25235 Main Road Cutchogue,NY 11935 531 734 6405 Compliance: 18.5%Better Than Code Maximum UA: 617 Your UA: 503 Maximum SHGC:' 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Assembly or Cavity Cont. 1.1-Factor UA Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,648 19,0 7.0 0,035 58 Ceiling 1: Flat Ceiling or Scissor Truss 1,177 30,0 7.0 0,028 33 Ceiling 2: Cathedral Ceiling 315 30.0 7.0 0.027 9 Ceiling 3: Flat Ceiling or Scissor Truss 166 30.0 7.0 0.028 5 Wall 1 East First Fir:Wood Frame,16" D.C. 672 19.0 7.0 0.041 17 Window 1:Wood Frame:Double Pane with Low-E 10 0,300 3 SHGC: 0.33 Window 2:Wood Frame:Double Pane with Low-E 17 0.300 5 SHGC: 0.33 Window 3:Wood Frame:Double Pane with Low-E 6 0.300 2 SHGC: 0.33 Window 4:Wood Frame:Double Pane with Low-E 22 0,300 7 SHGC: 0.33 Window 4 copy 1:Wood Frame:Double Pane with Low-E 22 0.300 7 SHGC: 0,33 Window 6:Wood Frame:Double Pane with Low-E 35 0.300 11 SHGC: 0.33 Window 7:Wood Frame:Double Pane with Low-E 12 0.300 4 SHGC: 0.33 Window 7 copy 1:Wood Frame:Double Pane with Low-E 12 0.300 4 SHGC: 0.33 Project Title: McDONALD RESIDENCE Report date: 11/21/19 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\McDonald\Energy Pagel of 3 Calculation.rck V Gross Ar'a Cavity cont. Perimeter Window 7 copy 2:Wood Frame:Double Pane with Low-E 12 0.300 4 SHGC: 0.33 Door 1:Glass 47 0.300 14 SHGC: 0.27 Door 2:Glass 73 0.300 22 SHGC: 0.27 Wall 2 East Second Fir:Wood Frame,16" o.c. 469 19.0 7.0 0.041 13 Window 10:Wood Frame:Double Pane with Low-E 14 0.300 4 SHGC: 0.33 Window 10 copy 1:Wood Frame:Double Pane with Low-E 14 0.300 4 SHGC: 0.33 Window 12:Wood Frame:Double Pane with Low-E 17 0.300 5 SHGC: 0.33 Window 12 copy 1:Wood Frame:Double Pane with Low-E 17 0.300 5 SHGC: 0.33 Window 12 copy 2:Wood Frame:Double Pane with Low-E 17 0.300 5 SHGC: 0.33 Door 3:Glass 72 0.300 22 SHGC: 0.27 Wall 3 West First Fir:Wood Frame, 16" o.c. 672 19.0 7.0 0.041 24 Window 15:Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.33 Window 16:Wood Frame:DDuble Pane with Low-E 13 0.300 4 SHGC: 0.33 Window 16 copy 1:Wood Frame:Double Pane with Low-E 13 0.300 4 SHGC: 0.33 Window 18:Wood Frame:Double Pane with Low-E 9 0.300 3 SHGC: 0.33 Window 18 copy 1:Wood Frame:Double Pane with Low-E 9 0.300 3 SHGC: 0.33 Window 18 copy 2:Wood Frame:Double Pane with Low-E 9 0.300 3 SHGC: 0.33 Window 21:Wood Frame:Double Pane with Low-E 4 0.300 1 SHGC: 0.33 Window 22:Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.33 Window 22 copy 1:Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.33 Window 22 copy 2:Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.33 Wall 4 West Second Fir:Wood Frame,16" o.c. 469 19.0 7.0 0.041 17 Window 25:Wood Frame:Double Pane with Low-E - 16 0.300 5 SHGC: 0.33 Window 25 copy 1:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.33 Window 27:Wood Frame:Double Pane with Low-E 3 0.300 1 SHGC: 0.33 Window 27 copy 1:Wood Frame:Double Pane with Low-E 3 0,300 1 SHGC: 0.33 Window 27 copy 2:Wood Frame:Double Pane with Low-E 3 0.300 1 SHGC: 0.33 Window 30:Wood Frame:Double Pane with Low-E 4 0.300 1 SHGC: 0.33 Window 31:Wood Frame:Double Pane with Low-E 7 0.3DD 2 SHGC: 0.33 Window 31 copy 1:Wood Frame:Double Pane with Low-E 7 0.300 2 SHGC: 0.33 Project Title: McDONALD RESIDENCE Report date: 11/21/19 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\McDonald\Energy Page 2 of 3 Calculation.rck Assembly Gross Area Cavity Cont. or U-Factor UA Perimeter Wall 5 South First Fir:Wood Frame, 16"o.c. 422 19.0 7.0 0.041 16 Window 33:Wood Frame:Double Pane with Low-E 18 0.300 5 SHGC: 0.33 Door 4:Solid 21 0.370 8 Wall 6 South Second Fir:Wood Frame,16"o.c. 448 19.0 7.0 0.041 15 Window 34:Wood Frame:Double Pane with Law-E 17 0.300 5 SHGC: 0.33 Window 34 copy 1:Wood Frame:Double Pane with Low-E 17 0.300 5 SHGC: 0.33 Window 34 copy 2:Wood Frame:Double Pane with Low-E 17 0.300 5 SHGC: 0.33 Door 5:Glass 39 0.300 12 SHGC: 0.27 Wall 7 North First Fir:Wood Frame,16" o.c. 395 19.0 7.0 0.041 11 Window 37:Wood Frame:Double Pane with Low-E 4 0.300 1 SHGC: 0.33 Door 6:Glass 93 0.300 28 SHGC: 0,27 Door 7:Glass 39 0.300 12 SHGC: 0.27 Wall 8 North Second Fir:Wood Frame,16"o.c. 448 19.0 7.0 0.041 17 Window 38:Wood Frame:Double Pane with Low-E 17 0.300 5 SHGC: 0.33 Window 38 copy 1:Wood Frame:Double Pane with Low-E 17 0.300 5 SHGC: 0.33 Window 40:Wood Frame:Double Pane with Low-E 4 0.300 1 SHGC: 0.33 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with th mandatory requirements listed in the REScheck Inspection Checklist. Name-Title SiqAature Date Project Title: McDONALD RESIDENCE Report date: 11/21/19 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\McDonald\Energy Page 3 of 3 Calculation.rck TOWN OF SOUTHOLD "BUILDABLE LAND NYSDEC "ADJACENT AREA„ sRX5/ 15KAYAKRACK LOT COVERAGE TABLE LOT COVERAGE TABLE TER CONFORMING TERRACE SITE W/SPA BASE LOT AREA: 47,112 sf BASE LOT AREA: 47,112 sf 1o(s/20 REPLACE SCTM # 1000-92.-1-3 EXISTING DECK, ADD 5TRUOTURF-5 EXISTING PERCENTAGE PROPOSED PERCENTAGE STRUCTURES EXISTING PERCENTAGE PROPOSED PERCENTAGE BACCHAR15 PLANTS HOUSE: 1035 sf 3.47% 1,647 sf 3.50% HOUSE: 1055 sf 3.47% 1041 sf 5.50% PROPERTY: 1700 Cedar Point Drive East SHED: 120 sf 0.25% 120 sf 0.25% SHED: 120 sf 0.25% 120 sf 0.25% ADDRESS Southold, NY 11971 DECK: 103 sf 1.11% 160 sf 2.04% iNALKINAY: 174 sf 0.57% 162 sf 0.54% OWNER: John E. & Lori E. McDonald 109 Wetherill Road 0 0 POOL: O sf O/o 612 sf 1.22% TERRACE � COPING: O sf O/o 730 sf 1.55% 109 City, NY 11530 }- TOTAL: 2,656 sf 5.63% 3,563 sf 7.14% DECK: 103 sf 1.12% 155 sf 2.04% Z POOL: O sf O% 612 sf 1.30% SITE: 49,671 sf = 1.14 ac ., TOTAL: 2,530 sf 6.01% 4,221 sf 5.15% WETLANDS: 2,559 sf = 0.06 ac J LAND N/F OF ZONING: R-80 Mau een Nau hten Sullivan 16 Foxgrove Row SURVEYOR: Kenneth M. Woychuk, PLLC verhead, NY 11901' tPO Box 153 z 14 5 E Cedar Point Dr 1000-92.-1-9 DWELLING Aquebogue, NY 11931 O O License # 050882 NOTE: per 13/20 Dated: Sept. 25, 2018 Q Slx Baccharls halimifolla shrubs to be ELEVATIONS ARE REFERENCED _ planted along tidal wetland boundary on TO N.A.V.D. 88 DATUM 0CO east side of property, between Q \ reconstructed deck and wetland boundary. _ -'— /� S Shrubs to be planted In 3-gallon containers,E 1 \ ROPOSED 4' HIGH at least 4'O.G. WT DFIV POOL FENCE � _ ~F OINPROP05ED POOL ORTION OF EXISTING PERVIOUS GRAVEL C4EDAF X15TING WOODEN KAYAK Q EQUIPMENT DRIVEWAY TO BE REMOVE 644 sf RACK 8'x6.5' TO REMAIN Q PROPOSED DRYWELL -11'-6" \ CO O W FOR POOL BACKWASH EXISTING OVERHEAD UTILI ROP05ED SILT FENCEMIL LINES To SE PLACED DURING CONSTRUCTION LOC T 10 P14' M A` P z W '15 FT SETBACK LINE UNDERGROUND O > s PROPOSED a58 5F AREA OF EXISTING PROPOSED EED&E OF PROPOSED 6 19 •0 •• v' BRUSH TO BE CLEARED, 5HOWN HATCHED U.P. = 0 RATOR 7 .. •• '\ •. x �n", \ sz LIMIT OF AREA TO BE RE-GRADED AROUND a° Q •l. / p;, w \}', \ y PROPOSED POOL $ TERRACE USING ON SITE a Q" E 6 ,� •' �, \ � } `' '%� :, MATERIAL EXCAVATED FROM POOL. GRADE ~ N 82 4 _ 0 2 5 �, >u %T „>"tJ /�, k0 EDG O ,\ �>'r CHANGE LE55 THAN IS" a ach Rd 0. Z U.P.� 4 / F-1jS ." \�: I ` ' EXIST LAWN TK.I"� = (C.- Tq Be O O \' Z 0 r l I /��jti = � ; j'� \�\ ' , of � •'� TIDAL WETLAND5 BOUNDARY AS a �J `r9} \ ti !!V �> \ \, DELINEATED BY EN-CONSULTANTS Main INC NATURALLY I \ \ }"�8xb�.; ` " \l \' �� `' > � 4� 'C �,XX� �. � •s , ALONG SHW 6-26-IS Baw�ew W \ O > f cp Rb VEGETATED SUFFER � ,LOD }��\. SHOWN HATCHED 2 \ ,�o ONE! \ �' �� kl 'CO \ ;\ .\ h� LOOP ZONE LINE m w � Beach \ h / '\ � O \ \' \ } m ' aCreek Cedar LAND N`F OF �� 3 i ___ �j S m� c Cedar Anthony CocioPPo O p�� �'` Ph''t9 oSED ¢ ENLARGED P L ZO '�' c c aC cP rk W Doniele U-1- o �. •� �. O\ NEW OL (EL INLET TO CEDAR HARBOR mm eaarP � V 282 Ryder �' L ` PORTIO LbF \ � ' ' y �d s \ „x - 18'x3 �, �. m PLAil�SHEFT #3 FL OD ��. rc ' c�' O �� r mm ake Manhasset, NY 11030 �, y " ��'9% p\Y'� EXISTI G\ 612 sf y \ O' s' o s, e O 1455 Inlet Way •� SETBA�!\C LINE zo x 1 7 O rN C 1000-92.-7-4 ©� �< GRAVEL D VE ' 1^� \ c ,, a LL > ,� PROPOSED 5TONE TERRACE d u ^ EXISTING NATURALLY VEGETATED m DWELLING TO REMAI \ �>;"c 8.\+ COPING ON GRADE, '730 sf \ J0 '�� / �.k / $x POSED STEPPIh(G vj `�;,.� " ` �� � BUFFER SHOWN HATCHED ' Cedar Point Rd LITTLE" r FLOOD ZONE LIVE 0� ,� '° I,2ao sf \ ��. ;�' � � � � • (� �, \ >` '}� .: 5 PATH TO POOL U� Q 'Q A1C.`. PECONIC v Y� \ / PATIO- GRA55 JOINTS \� / �" \ BAY \ \ �Sr?"� : ;.h d C ems" /._:" TEPS TOG E �� ,�`�QO \\ SITE Y _� �' p .. , cp�' X15TINC WIRE FENCE v _ gyp° > 't' \ \ ` \:�Q' ,QQ'0 �'� \ �,1, TO BE REMOVED PROPOSED NON TURF BUFFS v, . q / Gj, \ \ \,g• X:�, >- .�\ ti �X \ \ APPROXIMATELY 380 5F ° ,;h, DRAINAGE CALCULATIONS 4 �� \ 1 � \ ,uL, re% 37 MEN 1 I O \ \ \ L, 1�, I . s \ sft VWDE oal \ 1 \ } AREA OF DRIVEWAY DW-A GRADE,.1621sf I \; \ `�,�.�_ , `\\ I \ 1 \ �\ 0 ( ) 06 Z• \ 11_O" 15TIt�iG�"TY!t0 5T OlZ { `�� I \ 1 '\ �,, DRY WELL AREA x RAINFALL x RUNOFF FACTOR TLA DS 13E©ROOM 4=5� I PORTION OF NEW\ 1 1, \ � I ) 11 TIDA WETLANDS BOUNDAR 'A5 O GH TO ,. . ,, " I DECK ADDED: I6 sf \ (DW-A) 2,023 5F x (2/12 FT.) x 0.7 = :236 GU. FT. co Q. M \ E TRY x�. �vfx�.�RIDS., 8 \ XI"� F` DELINEATED BY EN-CONSULTANTS 6-2 18 � y _+10.55; 9 7 6 f\T h, XISTING FLAG POLE USE: (2) 8 DIAMETER x 4 HIGH POOL \ NEW OVE i ; R NOV/AtIONS/('NO; PORTION OF EXISTI C, 4" " (2) 8 X 4 STORM DRAIN RING = 33-1.8 GU. FT. o EN TR PORG CHANGE" I<NIJBR \ I DECK REMOVED: p sf I 1 J� PROVIDED REQUIRED J o AREA OF NEW PERVIOUS GRAV 5'-6"xl '-6" = I o >- 55-1.5 e x`1 " I FJ I / I / -9 NCA GU. FT. > 236 GU. FT. W J• W 3 DRIVE w/STONE CURBING, ?a0 s � k 11 i 0 ;� n.. \`\ / Ia z x v Io6 \\ / / // /I / r{ •�'' AREA OF RESIDENCE (DW-B) � W PROPOSED SILT FENCE a N c� DRY WELL AREA x RAINFALL x RUNOFF FACTOR o 4 DURING CONSTRUCTION 6 1 �, 1 yXY AGE // // / / ~ ), W• `� x x. EGK / / / / c� ;�/ � 1- - (DA-B) abb 5F x (2/12 FT.) x 1.0 = 161 GU. FT. 82'-2" / I >=qGE // / I l ' 1 I 1f U5E: (1) 8' DIAMETER x 4' HIGH POOL EX STING SEPTIC $XI TING I ���< I : ,�/` HOUSE TO/ TLAND nl:a __ /�/ / // / }x> x I t }.' (1) 5' X 4' STORM DRAIN RING = 168. 1 GU. FT. SYSTEM TO REMAIN / S "\, ___ / / / (0 n PROVIDED REQU I RED Dye•00 ��/ �. 168.9 GU. FT. > 161 GU. FT. (� , '7 � /'� o �b, AREA OF RESIDENCE (DW-C) � C , � � DRY WELL AREA x RAINFALL x RUNOFF FACTOR 75 FT SETBACK LINE j j�} i $x4 /'/ , }' /•• �` '�•D� (DN-C.) I,IMI6 5F x (2/12 FT.) x 1.0 = 200 GU. FT. /•• ry USE: (2) 8' DIAMETER x 4' HIGH POOL / I �2�' /' /' /' •. (2) VX 4' STORM DRAIN RING = 337.8 GU. FT. \�Or N W J- EXI5TING SHED TO ! / 1 d�. ' / •�j7 „ W 2?0 " PROVIDED REGUIRED °�'�_ \ REMAIN 102 sf ' ' ✓," k` _7 ' 6 1 30 33'1.8 GU. FT. > 200 GU. FT. 11.60 S 3 S 6� \ z } \\ `o,, f >' / S 89°12'54 ' W �" fi FAIRHAVEN INLET ► Y' --- Y . :y k;� I WN � ��'` /' fro ,, � ° ROP05ED SILT FENCE " :�°•..,?_ue ��' W \ \� XISTING xy, �• DURING CONSTRUCTION E TEST HOLES C) I 0- > ��� _----- -� > C NO SCALE PROJECT NO: h — X ' \v?�� �• TEST HOLE DATA 11/18/13 ELEV+6.0' 1714 EXISTING NATURALLY I : \< DRAWN BY: VEGETATED BUFFER � v''. :� Y :' / . h XISTING CATWALK, } \1.> �\ ,y.- �,O RAMP AND FLOAT UT SHOWN HATCHED z > �. "- <' hj p� TO REMAIN 2FT. MIXED SAND AND LOAM � T .O CHECKED BY: \ ZONE. _ r X /� .�• �CO X15 G GREYISH BROWN �- TS TIE LINES ALONG \ /,\/X-/\"\ �.r}\ �/ /• NALL TIMBER 5 FT. FINE SAND SP ELEV +1 ' DATE: HIGH WATER MARK I / 4/2/19 } �x � / •• WATER IN GREYISH BROWN ov �" �/ • FINE SAND SP SCALE: �� _ � rr '', bNl=,AE f\. // •/' i � TIDAL WETLAND5 BOUNDARY 11 FT. 1 20' _ 0 6) 1'Y, �b AS DELINEATED BY COMMENTS: WATER ENCOUNTERED 5' SHEET TITLE: \ '/ EN-CONSULTANTS 6-26-18 \ � Lb0 .X 'ONE / �• . 0 BELOW SURFACE, ELEV+1.0' `• }/ Z '\ SITE PLAN / ' TIE LINES ALONG /• �1 62 HIGH WATER MARK - �, 2 FAIRHAVEN INLETP L AP' , 19.60 „ 62 I v �� _ 11 f0`.' 3 f; ;!�� SHEET NO: ¢< 16.98' 79.12157 SCALE. 1 - 20 -0 85 62825)� I/I/ 93PBID PERMIT SET �(? DEC SUBMISSION TOWN TRUSTEES SUBMISSION �� " REVISIONS q/22/20 REPLACE ROTTED DECK FRAMING REVISION #1 B 12 13 LINE ABOVE OF EXISTING DECK TO BE REMOVED LINE ABOVE OF NEW DECK _ — _ NEW DECK FRAMING EXI5 INC DECK FRAMING TO REMAIN ul i — ——— _ ------- - - -_ —--- — _ —1—_ - -- L -J L - - - - -J 1 12" DIAMETER x 36" DEEP NEW I _ CONCRETE FOOTING 1 = = = = = = =• — ';'. 1 '. II IIS/ II II III III IIII O Z 2x10®I6" TR._WD. JOISTS INFILL F MING AT NOTCH IN \\ Z I I� II II II FLOOR A 01(E. PROVIDE \ Ocn III I (2)2x10 FLUSH HEADER III \ \ F- O I ` Q (2)2x10 TR. WD. GIRDER, HELD cn DOWN TO FOOTING W/&ALV. 5TL i STIRRUP (TYP.) I `'I I Lu Q > I � 2x10 TR. WD. LEDGER, I \ p ATTACHED SECURELY TO ♦♦^^ GONG. FOUNDATION, FLASHED I 1 \\ V♦ II II II I \ LINE OF DECK ABOVE TO REMAIN Z Z ? EXISTING GIRDER Y rr CL 2x 10 TR. WD. EDGE JOIST EXISTING FOUNDATION FOR ROOF O W 1 z REMOVE EXISTTNG BATT INSULATION — DECK COLUMNS TO REMAIN Z () Q ABOVE, COMP ETE. PROVIDE NEW rmam CLOSED CELL 5PRAr FOAM \\ W O INSULATION AB VE, TO R-VALUE II II I O NOTED IN SPECIFICATION ui PORTION EXISTING HO 5E CANTILEVERS OVER I u EXISTING GON . SLAB BELOW I I \ FOUNDATION WALL. P VIDE NEW 8" FOUNDATION — — — —————— _ — —— — — — — — z \ WALL ON I b x8 GONG. F TING F ----1- I ( T ATGH tu L I J — GHA5E ABOVE FOR I DUCTWORK TO I EXISTING FOUNDATION TO REMAIN SECOND FLOOR I LL _ � EXISTING GIRDER Z z - - Q PROVIDE NEW 24"ISI REMOVE PORTION EXISTING 1 \ / VERIFY SIZE OF — PROVIDE NEW FLOOR FRAMING, LEVEL 6x6 TR. WD. POST TO 36 r — — I I I O x s „ OPENING BETWEENI E ISTING 6 FRAMING ABOVE. REFRAME \ EXISTING GIRDER TO �– W/EXI5TIN&, WR–Iq BATT INSULATION, /4 BELOW GRADE FOR NEW FOUNDATION L- I 2 LOWER, FOR FLUSH SILL I \/ II I III REMAIN I PLYWD. 5UBFLOOR O SUPPORT OF STOOP ABOVE \ I I�- --I I — — — — — — — — — —SHOWER - - - - - - - - - - I � NEW I6" 50. PIER ON L J z Z I x8 24"x24"xi0" FOOTING �r— _�� I I LINE OF NEW FLOOR N Q• MCD z I� I III L — I PLAN $ PLUMBING 1 j PROVIDE DBL. 2x6 PLATE ON GONG. SLAB - 4 DEHUMIDIFIER PLUMBED I FURNACE I I I FIXTURES ABOVE 1 AND BLOCKING TO SUPPORT NEW FLR. I TO WASTE LINE IABOVE 1 I `�II I FRAMING UNDER WALK-IN CLOSET ABOVE v, a 0 M X 1 � 0 , � 1 ( III w �• w z W -1 51–O w z 3 x I _ _— z LL EXISTING GIRDER _ _ _ _ _ _ � w• � CD - - - -_ — _ _ _ � - - — � I � - - - - - - - a N c) 24'�c2° CHA E ABOVE FOR m _ — — — HATCH I I I I RETI�RN FROM Ist FLR cV — — — W• N = I II ABoGE _ - - - - - - - - cs Q F.... r - - - - - - r^ 17, r — I — 2x8®I6" 2x8@ I6" - — — — — — co N F 1111 II O TR. WD. D.J. TR. WD. D.J. — — — L L — I I FII LEDGER AT — — — d) � WALLS 24" 50. ACCESS HATCH _ IN FLOOR ABOVE _ r (3)2x10 ONT - - - -� - - - - - - - STAIR L Nz �I~: — — — — — 3}2x8 FWD=_L. �t i Q E Y 8' 1 zil 4„ I6 50. x 56 DEEP GONG. PIERS FOR SUPPORT OF NEW FRONT 0J'R r N U PORCH ABOVE. PROVIDE &ALV. CAST-IN-PLACE STIRRUP FOR t A ' ATTACHEMENT OF FRAMING PROJECT NO: 1714 II DRAWN BY: TS CHECKED BY: DATE: 10/10/19 SCALE: 1/4 = 1' - 0" SHEET TITLE: Fm 0 U im" FL)k R" T 10 P L A vNim FOUNDATION SCALE: 1/4" = V -0" PLAN SHEET NO: CONSTRUCTION SET REI�ISIONS X6/20 KITCHEN OPENING ID co B 8/24/20 FRONT CLOSET LINE OF EXISTING DECKING TO BE A B q/2/20 SQUARED DECK REMOVED: 18 SF REMOVED 12 13 7/6/20 WIG 4 FISH SHED LINE OF NEW DECKING: 16 SF ADDED REVISION #1 (NEW DECK w/NEW FRAMING) i i I I I I I I I CENTER NEW DOOR AND DOOR Lu / NEW IPE DECKING ON I I /- \ / I I I ABOVE ON PORCH COLUMNS TREATED WOOD FRAMING I I C Y RED X I O z II iII/-(2)2XoHP5660 MU ILI0 ��//��46 DHG3460# I I F 6 0 G I I I co - - Z 0 UL x10 HDR. _ _ (3 -1/2"I LVL HDR. O WIN ON HE DS AT e'AFF MO IND d F INC AT INDE . REF E IN O w/AD.1 NO NT WALLS Q co LLJ Q z I ( � 0 o x co m I V NE OD R bench GO YRy Z =ry I I EX HEI AIN i = — O O II DELI — a NEW SHOWER DOOR. SEE ELEVATIONS PROVIDE EXTERIOR PROPANE VALVE FOR Q 0 a INSTALLATION OF BARBEGUE i > WINDOW HEADS AT 8' Ai-,F ; I SHVA,EG DHFLR I B'-q" 2'" 2" REVISION OSEE-ARRANGE O W DHG2849 DHd2849 DHG2849 I L T AND FISHING Z () i cV FG 6080 DHG 056 SHED) ', 1 O CD _ W _ — J I I O R C1I I R/F / E STING BEAM ABOVE. VE ILY SIZE TO ARCHITECT a' — _ _ — — _ (3)2x10 HDR V G2640 •. ..___ WINDOW HEADS AT 8 AFF 5t EXIST'& I S REVISION #3 (OPENING AT KITCHEN) Uuj VE mom AT TO LLI- _ +�� HAI LL I I +�� = I R/F maker counter O OSS G��L I l w Imo-- 2.-O" I I cv = � 2-o � G - I I O RPO Q - +� MASTER EXISTING GONG. _ I I Q NEW WOOD FLOOR d) ? DROO �I FLR. TO REMAIN K I TG r I I RE ABOVE. — — I 14 PROVI ENE FRA I G T q' AFF =N m EW WOOD FLOOR w _ x 1N1 CzY NEW TR. WOOD FRAMED STOOP w/IPE DECKING, — _ _ _ _ 0 CD 0 � � I I o/ �I - M S R o PVC, TRIM ON SIDES 4 RISERS x O N RE Lo I qVE EXISTING TI I FLR. I 0 O5 O' dl ��� —1�I �RR E �lEw PLY _ _ — - , „ X NEW wI - I k4ALK-IN I I D� x�0 UN E AY 1$ WD. FLa R - cxy i _3 „ = TILE FLR. z � -8 q-o � DIRECT � I o i I CLOSET III =ry oz FURNACE NEW MOOD FLR. ON 12"d. STORAG CASED BEAM 2"d. STORAG ®q,��� �ENTR-T` I — L — ueen s/4" PLYWD. ON 2x10 III r Z FLR. FRAMING III (A Q• M o to N 8sr I - - - — - - - - o I POWDE3AT�I o +`� I Ir — — — PCM 026 DHG 640 DHG 640 III Y v I WD. FLR.I ` WD. FLR. _ — M€GH— ON-DEMAND HOT `" L — — L — — X PO ROOM WA R HEATER J DHG2640 ~ REMOVE LOW, CURVED FRAME WALL. NEW // I— — — — — — LV J• F a z x ELECTRIC METER WILL BE LOCATED ON POLE, / , O — — x g FOR UNDERGROUND POWER ( d — — _ _ HATCH TO CRAWL SPACE = W• M = a \� 101 I I / 2'-4" 5'-O" 8'-O" 1 a in 0 — — ' GOYS ED PORCH — — REMOVE EXISTING SHINGLES, a..• N c=i x COMPLETE. RE-FRAME AS REO'D. Q F, cq 7 I I �HG2640 >/\ '' in AT NEW OPENINGS. PROVIDE NEW DRAINABLE OUTDOOR SHOWER I / \ \" \\ UP CEDAR SHINGLE SIDING PER SPECS. �• w/HOT 8 GOLD WATER I ; / \ < j ✓✓\ PCM 026 REMOVE EXISTING STAIR. PROVIDE \ \ IPE TEP TO GRADE NEW STAIN LANDING NEW STAIR w/GUT STRINGER w/FLOOKING TO BETWEEN FLIGHTS. SEE SPECS. \/ \ 6._ y2" I MATCH 1< Y I I CMT15Y460 MT15 0 I \ \ FENCE I CMT15-60 EXISTING CURVED TOWER-FORM MULTI IPARTOWINDOW REMAIN, w/NEW �P�L��;l�CC p \ REMOVE EXISTING TRELLIS, BRICK \ \ STOOP AND WALKWAY, COMPLETE NOTE: \ \ PROVIDE (2)2x8,MINIMUM HEADER T 1^t.5T0f�E j RRACE ON -O" \ CON6:5SLAB A GRADE. AT \ PROVIDE 4"-SLAB,/``'ITCHED AS \ HOWN 6x8°,�ONO. 6"t, \ / \ BEAM REINF,.: Vt�2)#4 REBA-\ PROJECT NO: � AT �176E5� , \/ \" � 1714 � �\\\ \ � I DRAWN BY: \ v\\ \ � �� CHECKED BY: TS \ \ REVISION #2 (CLOSET AT FRONT PORCH) DATE: 10/10/19 \ \ \ ! SCALE: - SHEET TITLE: <\ \\ 1st FLOOR \\\ \ I F L 0 0 R P L A PLAN ,;> \ �� lot SCALE. 1/4 - 1 -0 �\ c. i� � �� SHEET NO: \ SA I MM I NS FOOL \ v SEE POOL DRAWINGS 4 SPECS \ \� ��" X CONSTRUCTION SET REVISIONS NYSDEC "ADJACENT AREA" SITE DATA rooJ KAYAK RACK %/la CONFORMING LOT COVERAGE TABLE SCTM # 1000-92.-1-3 TERRACE to/28/Ia w/SPA BASE LOT AREA: 41,112 of PROPERTY: 1700 Cedar Point Drive East ADDRESS Southold, NY 11971 STRUCTURES EXISTING PERCENTAGE PROPOSED PERCENTAGE OWNER: John E. & Lori E. McDonald HOUSE: 1,633 sf 3.47% 1,647 of 5.500/0 109 Wetherill Road SHED: 120 sf 0.25% 120 of 0.25% Garden City, NY 11530 WALKWAY: 174 sf 0.37% 162 sf 0.3496 ARP��OVEp AS NOTED TERRACE � COPING: O sf O% 750 sf 1.55% SITE: 49,671 sf = 1.14 ac /fes WETLANDS: 2,559 sf = 0.06 ac Uj z DATE: D B.P.# _[ ,�6 DECK: 103 sf 1,12% 160 sf 2.04% � FEE: BY:-- POOL: O of 0% 612 sf 1.50% LAND N/F OF ZONING: R-80 TOTAL: 2,550 sf 6.01% 4,231 sf f 3.18% 0 NOTIFY BUILDING DEPARTMENT AT Maureen Naughten Sullivan SURVEYOR: Kenneth M. WO chuk PLLC 765-1862 8 AM TO a PM FOR THE 16 Fox rove Row y --I FOLLOWING iNSPECTIOhiS: Riverhea NY 11901 PO Box 153 (� 1455 E Cedar Point Dr �� Aquebo ue NY 11931 = 1. FOUNDATION T'Jr^ REQUIRED 1000-92.NG TOWN OF SOUTHOLD BUILDABLE LAND g ' v� FOR POURED CONCRETE DWELLING 2. ROUGH - FRAMING & FLUME"ING License # 050882 z 3. INSULATION LOT COVERAGE TABLE Dated: Sept. 25, 2018 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.C. O BASE LOT AREA: 47,112 sf ELEVATIONS ARE REFERENCED � V) ALL CONST'RUCT!ON SHALL MEET THE \ TO N.A.V.D. 88 DATUM STRUCTURES EXISTING PERGENTA6E PROPOSED PERCENTAGE ' REQUIREMENTS OF THE CODE'OF NEW _ Q YORK STATE. NOT RESPONSIBLE FOR — — — HOUSE: 1,633 Sf 5.4-1% 1,647 of 5.50% ❑ E 13 DESIGN OR CONSTRUCTION ERRORS. — SHED: 120 sf 0.25% 120 sf 0.25% LOCATIO — I'M MAr DECK: 103 sf I.11% 160 sf 2.04% — — — El AST POOL: O sf O% 612 sf 1.22% Q W - - DRIVEPROPO END E HIGH TOTAL. 2,656 sf 5.63% 3,363 of 7.14% m Z COMPLY WITH ALL CODES OF P oINT PORTION OF EXISTING PERVIOUS GRAVEL \ m NEW YORK STATE & TOWN CODES CEDAR PROPOSED POOL DRIVEWAY TO BE REMOVED, 644 sf EXISTING WOODEN KAYAK a Q AS REQUIRED A: EQUIPMENT \ RACK 8 x6.5 TO REMAIN a O W AND CONDITIONS Of- a Cedar Bea�"Rd 7 a PROPOSED DRYWELL EXISTING OVERHEAD UTILITY PROPOSED SILT FENCE ---- u- FOR POOL BACKWASH c a LINES TO SE PLACED DURING CONSTRUCTION � "Qa W Mal 75 FT SETBACK LINE uNDERGRouND 5,y�j S PROPOSED a58 5F AREA OF EXISTING Yvleq,Rd O UI+ J4` 4 - 'IIJIiI'aJI��C BRUSH TO BE CLEARED, SHOWN HATCHED PROPOSED s 1 g 4.0 ....•• \ ` •' � � ` � Cedar — = SOUTHOLD TOWN TRUSTEES EDGE OF LAWN Beach TING WELL U.P. _ � ------LIMIT OF AREA TO BE RE-GRADED AROUND �ro� 3 a` Creek Cedar Q Beach_._ N.. 's,DEC � 7` '' yy R PROPOSED POOL � TERRACE USING ON SITE qa m ce a� CPa�icty I- / 1 ` \'{may 1v. �" E 6 ? r.. • \. '� � MATERIAL EXCAVATED FROM POOL. GRADE m dere z N 82 40 2 Jr ..�-, , `y �� N r y�~"� EDG o C �,�� CHANGE LESS THAN 18" �� c a1nt �� akes { �< y ~ U.P 4 ,__ ,...•-- n i fid-�sT \\ i "X x �: / /. --EXIS LAWN \ 'i j Quo e rN O O �ti fiu ,_. �;, \ U � cS` TIDAL WETLANDS BOUNDARY AS " Q. •� \ I `9 Q0 \� � �`. �C. �� . '�_1 v` DELINEATED BY EN-CONSULTANTS / Cedar Pont Rd LITTLE" NN OCCUPANCY OR EXISTING NATURALLY > p \ �� 7 ° 0 .�� ! %1�. �, ALONG SHIN 6-26-18 PECONIC W LL VEGETATED BUFFER bb \ J ;?"� �\ � y, Qg" \ ,(, ,' BAY.. Q USE IS UNLAWFUL, oe �, <�� K o SHOWN HATCHED �. \ \�! !� xl '� \� , �\ FLOOD ZONE LINE SITE j u s W �_ ,,, LAND N//F OF �''�,�� \ � �"` � � --_ � b ��� ,,; WITHOU i' CERTIFI``�' Anthony Cacioppo p . •'� y 0� 9 t PI�9 osED < �� 4L ENLARGED P L zO \^I:* i Daniele Cacla a �,� \ NEW QOL �, �- INLET TO CEDAR HARBOR v 282 Ryder ��+ tri^ PORTION CAF IaX3�` �` LAT�h HEFT #3 (EL . OF OCCUPANCY Wd � FL oD ��f \ v' •`9 Manhasset, NY 11030 �; �'` " J` - EXISTING\ 612 sf DRAINAGE CALCULATIONS o 1455 Inlet Way •�• � �00 ,'�O' � PERVIOUS\ � ——j, 7S SETBA��G LINE zo x ,�` " � 'k>I O> 1000-92.-1-4 �LGRAVEL DRIVE �' -^•C.•._� V PROPOSED STONE TERRACE a \ ` EXISTING NATURALLY VEGETATED DWELLING . _ TO REMAIN y 8. +, COPING ON GRAVE, -t3o sf r AREA OF DRIVEWAY DW-A ✓ K- I,2go of \ \ / POSED STEPPI G �. BUFFER SHOWN HATCHED DRY WELL AREA x RAINFALL x RU FLOOD ZONE LINE x \ OT ti { L RUNOFF FACTOR r,� ST CANE PATH TO P f9F1AlI�ACE INSPECTIONS ARE REQUIRED `! `" �?. ,' TUB y b PATIa 1I /(5RASS JOINTS,\ �' ��\\' \ - "� (DW-A) 2,023 SF x (2/12 FT.) x O."I = 236 GU. FT. Contact TOS Engineering at 765-i 56i)before �� ' 8 �,r �� �P \ �`� USE: (2) 5' DIAMETER x 4' HIGH POOL g g �z \ � " 4 kx. /-STEPS TO bNZ�DE .�\ '�. \ �!1' . ��CA+ EXISTING WIRE FENCE (2) 8' X 4' STORM DRAIN RING = 331.8 GU. FT. Pnckflll,OR Provide Engineer's Certification � � �(i a, TO BE REMOVED PROVIDED REQUIRED that the drainar�has been insta ,ed to Coee. „-� � -:-,% � � �-�? � � ,k 0 � PROPOSED NON-TURF BL E _ \ g �s :, _ ` �\ �� U'F- \ �.� \\ _ 337.8 GU. FT. > 236 GU. FT. APPROXIMATELY 380 SF � � � � �" - 7.s � I �� X�'i,r:�� �1=xi�Tlr�� � �U\\ p. � \ ��• `k '�,� 5ft WIDE Old . ��. ,��`�• '�, ;\ 1 ,i� \ 1 �r 'yr��j,L �+�''CS+ x \ GRADE, 162`sf I I \ All exterior lighting o, z x \ q _O° .Xis. ri��. ►�o'��bR I I \ 1 �. \\ ����„�,. 00+ ots . Installed,re laced or TRY O GH TO TLA DS 4" Ii�ROyot�l'i�touslT I I \ �, ,I.X \ M P f,d RCOR _ i I co Q • TIDAL WETLANDS BOUNDAR 'AS ,_, I . , �. ` \` g 8 7 6 i' ;1` N EXISTING FLAG POLE TEST HOLE / 1 repaired shall conform DELINEATED BY EN-CONSULTANTS 6-26 15 1 NEW ovE D No ATI�N� tit sX6 ONE STORY v a � x " � I I Y "> r 172 ENTR PORCH q .k Yr> I tANGN; l9MBER�' _ ADDITION NO SCALE J o to Chapter , 13 s-6 XI -6 xnj-3EDR0(6h?15),�Yr I I AREA OF NEW PERVIOUS GRAY 1 - ! I TEST HOLE DATA 11/18/13 ELEV+6.0' � +�f the Tia Cock '„ 1 <_'> h� I I I _�, N w . L 3 1R^Sl N:SLR.. / 00 w z X DRIVE w/STONE CURBING 7a0 1 `-O xr I / i X W ' }>�,. 10:6 � i ” _ ° ' a Z iz PROPOSED SILT FENCE I I /� T x l I z?� �.�� W• < M 0 n ^ —EXISTAN6 2nd / • I ! FLR.A7EOK TO / / I- ; 2FT. MIXED SAND AND LOAM a N °o DURING CONSTRUCTION '¢ ;.' 6 I } r" X� tr Ttxb wD _ i REMAIN i / ca ' " m g W. N M 82'-2" tEXI TING / i 4� cK _ GREYISH BROWN Blower door EXISTING SEPTIC ;�" HOUSE TO/ _\__ -- x I k� ,, 5 FT. FINE SAND SP E +1.0' end ductwork x / TLANI25 \ �i / / ��� ( .f Cl) a) SYSTEM TO REMAIN / W \ ����� � / I / , WATER IN GREYISH BROWN testing required. 0 � / ,,- h o 0o X �. , Via,_;,_ r , �'� ^N FINE SAND SP ,� i Oma' ,�� ,' <�' r Lo CO co 11 FT. W ^ COMMENTS: WATER ENCOUNTERED 5' v " I �• ;/ 11o, -�j-�O •'�� BELOW SURFACE, ELEV+1.0' PLUMBER CERTIFICATION 75 FT SETBACK LINE y r u. I �`% ,j /•' cy�` ON LEAD CONTENT BEFORE x CERTIFICAI E OF OCCUPANCY EXISTING SHED To---- X j �,�u''� y S,ZFj" W 12'6 �j0 ,5� 5r G SOLDER USED IN WATER REMAIN 102 sf �� ' I" x 11.60' 3 8 6l• a SUPPLY►YSTEMCANNOT \� < S 5 �� o DI. `\ s ' " ' S 89°12'54" W T EXCEED�J10 OF 1/ LEA I / f- ` ' FAIRHAVEN INLET �6 PROPOSED SILT FENCE k I � TIIr W I ; \ TING �� .;.�v ���% " �g• , �� DURING CONSTRUCTION XIS S PROJECT 1714 ALL-PL0MB1114 WASTE. x, DRAWN BY: EXISTING NATURALLY j' ,�\�`%`'� h � EXISTING CATWALK, &WATER LIKES NEED`' RAMP AND FLOAT UT VEGETATED BUFFER y\ , l'�� %�xy \i� ,p TESYIIvG BEFORE COi'ERING" SHOWN HATCHED z 'u�c ` y' J' ' ti \ �j' o� TO REMAIN ..,F 6D , ,,�,, "� .O CHECKED BY: ONE} � � EXISTING TIMBER TS TIE LINES ALONG u '� ;"� i '� •• WALL DATE: ELEd�TR'CAL HIGH WATER MARK I �' 412/19 � � SCALE: I��SPECTION REQUIRED11 FLOob �\yn � ,� , bN / �' �1 TIDAL WETLANDS BOUNDARY 1 = 20 - 0 b),' ' Ctj� AS DELINEATED BY ' SHEET TITLE: t \ X ' �• .��0 EN-CONSULTANTS 6-26-I S n <\ TRLtSS N •�, �, � � . � yx� � SITE PLAN zDIBk ,x Rr7ioU,"RED N 1 loeTIE LINE5 ALONG N_ '•` v > /' �1 .9 HIGH WATER MARK !L �• ' `•. . .�• 2� �' �' 6 FAIRHA VEN INLET 'A - � 633 S>, �- ...— —•' 1 9.60 „ 62°21 I v SHEET NO: 1s.9s' ,� �g°12'57 SCALE: 1 " = 20'_0" ^ F 85 28 25 W BID & PERMIT SET DEC SUBMISSION TOWN TRUSTEES SUBMISSION SWPPP NOTES AND DETAILS REVISIONS GENERAL STORMWATER POLLUTION PREVENTION NOTES TOP OF EXISTING GRADE PERMANENT STORM WATER RUNOFF CONTROL MEASURE SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE CAST IRON FRAME AND COVER WIRE FENCE W/ TO GRADE (AS REQUIRED) FILTER CLOTH Development activities for this project will consist of: 1. Installation of temporary erosion control measures (silt fence barriers), see detail 1 &2 TRAFFIC SLAB (SEE PLANS FOR LOCATIONS) FILTER CLOTH MIN. 6" SURFACE 2. Clearing of landscaping in areas shown on Site Plan 3. Clearing of trees and brush in areas shown on Site Plan BELOW GRADE DRAINAGE E FLOW 4. Demolition of existing structures and associated building and site components 5. Excavation for the new foundations and swimming pool 6. Construction of the new foundations, building structure and swimming pool 7. Construction of underground electric and utility lines from the utility pole to the new building 8. Construction of a new underground water line from the existing on site well to the residence �j ® ® ® ® ® ® ® ® ® 48I DIA TEMPORARY STORM WATER Z DRAINAGE 9. Installation of on site drainage structures (permanent storm water runoff control measures) N s'MIN ® ® ® ® ® ® ® ® ® BASIN RUNOFF CONTROL MEASURE 10. Filling and grading of soil above drainage structures o ® F ® ® ® ® ® ® ® ° BACKFILL EROSION & SEDIMENT CONTROL DETAILS J 11. Construction of new terraces and walkways w ® ® ® ® ® ® ® ® ® w MATERIAL . NO SCALE O 12. Construction of new driveway and parking areas including grading and driveway surfacing � ® ® ® ® ® ® ® ® ® Lu TO BE 13. Installation of new landscaping plants, lawns as required B ® ® ® ® ® ® ® ® GLEAN SAND 14. Removal of the temporary erosion control measures ® ® ® ® ® ® ® ® AND GRAVEL SITE DATA n O O Site Area: 49,671 sf= 1.14 ac GROUND WATER _ In Receiving Waters: PECONIC BAYSEE I 0 Contractor: N/A PERMANENT STORM WATER PLAN SHEET 5 0 POLLUTION CONTROL MEASURES RUNOFF CONTROL MEASURE In accordance with the provisions of the Town of Southold, chapter 236, storm water management and erosion and STORM DRAINAGE RING TYPICAL / PROPOSED SILT FE E sediment control measures including, but not limited to, the following shall be employed during construction: 1 NO SCALE DURING GONSTRUGTI N A. Existing vegetation to remain shall be protected (by installation of construction fence or other approved means) SEE DETAIL 2-2 UJ and shall remain undisturbed. / EXISTING WOODEN KAYAK Z B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas and the length of time PROPOSED SILT FENCE DURING \ RACK 8'x6.5' TO REMAIN that areas are exposed. A maximum of 1 acre shall be disturbed at one time unless written permission is granted CONSTRUCTION SEE DETAIL 2-2 /ROPOSED NEW DR''WELL PORTION OF EX15T1 G Q Y PP P 9 temporary 9 FOR POOL BACKWASH PERVIOUS GRAVEL p W b the IVYSDEC. Graded and stripped areas shall be kept stabilized through the use of tem ora seeding as PROPOSED SILT FENCE DURINC� required. Seed mixtures shall be in accordance with the soil conversation service recommendations. DRIVEWAY TO BE RE OVED CONSTRUCTION SEE DETAIL 2-2 C. Bare soils shall be seeded within 14 days of exposure, unless construction will begin within 21 days as sections (8x4), SEE DETAIL I-2 � � W are completed, or if construction on an area is suspended, the area shall be seeded immediately. 5 IMIT OF AREA TO BE RE-GRADED AROUND a. Seed reparation -scarify soil if compacted, remove debris and obstacles such as roots and stumps. 6 194.. 1' •, ,, . •••+\•' S' PROPOSED POOL TERRACE USING ON SITE O W/ P CEDAR P INT U.P. •• MATERIAL EXCAVATED FROM POOL. GRADE Q b. Soil Amendments p- `\ \ �, GRANGE LESS THAN le?" Q � 1. Lime to ph 6.0 DRIVE EAVT " E 6 \ \\ "\\\ \\ \` I PROPOSED NEW DRYWELLS 2. Fertilize with 6600 lbs of 5-10-10 or equivalent per acre(14 lbs/100 sq. ft.) 0 \ - O, \ Z c. Seed Mixtures N 82 40 20 5 \ \`� \ lr,' „� FOR STORMWATER RUNOFF ® _ 4 • • Cb+, \ \ �� ��� �,•\ (8x4) SEE DETAIL 1-2 O O 1. Temporary seedlings ., .•� 1 tis s \ 8\\ a. Ryegrass (annual or perennial) @ 30 lbs. per acre (0.7 lbs per 1,000 sq. ft.) ` '1 TIDAL WETLANDS BOUNDARY AS b. Certified Aroostook winter rye (cereal rye) @ 100 lbs. per acre(2.5 lbs per 1,000 sq.ft.)use winter rye \ ��P \ 8 DELINEATED BY EN-CONSULTANTS UJ 101� if seeding in October/November. \ I \ ��/ \ ..,. �V„y ,. \ \ ALONG SHW 6-26-IS \ 1 FLOOD FLOO ''`K' '°`k =' •." \ \ 2. Permanent seedlings-See Landscaping plans 1 ZONE AE ZONE X ti \ it :,'ti: ,sus , \ D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall be ••\ \ \ (EL 6) F\ FLOOD ZONE LINE diverted away from cleared slopes. �.�� \ \\ 6 �r 2 ____ \ �:; i :: ^M "+'' `'r''`r' � LIMIT OF CLEARING ANDO .,�..-.. ZON � \�2��c �.E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage '� •\ \ .F � #� •� �,- �.<-:,=+�. \ SED (EL 6� ZIS�)POSED TURBANCE 13000 S.F.+/s stems. Sediment barriers shall be installed alon the limits of disturbance rior to the start of construction and tS \ \ `Y 9 P � � FL OD \ \ �': '� tJ' .� O shall be maintained until construction is complete. �� \\ \\ \\ t ',�c' -- `\ Zo x \ \ �� ; O- `s' \ . � o INLET TO o� \ 8� . ;. i' ? .� F.A stabilized construction entrance shall be maintained to prevent soil and loose debris from being tracked onto �Z \ \ , P 9 \ � PROP ED ST62NE \ \ \ �\ ?�• J1 \ \ a 8.4+ TERRA ON VZADE ), local roads. The construction entrance shall be maintained until the site is permanently stabilized.Any sediment \ x \ � � \ \ �{• '� � r tracked onto public roads to be removed or cleaned on a daily basis. FLOOD ZONE LINE ` r } oPo sm_!`�y6 :•< <q• CEDAR HARBOR p 5 H TO POOL \ \ \ STAGING ARE,N _ \ \ ,., G. All runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets installed on \ \ } ' PATIP ss JOINTS �, site shall be protected from sediment buildup through the use of appropriate inlet protection. •� \ \ \. i / 1 . STEPS TO E \ \ \ \ ACP PROPOSED NEW Z \ NC,"K,`TEH. Appropriate mate means shall be used to control dust during construction. DRYWELLS FOR PP t g ••� \ \ HOUT�EA I. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems shall be STORMWATER RUNOFF �. \ 9 \ \ \ \ \ cleaned and flushed as necessary. ` � (8x4) SEE DETAIL 1-2 0. J. The contractor is responsible for inspection and proper maintenance of erosion control measures. Inspections \ ` -!.8 Z4 �n�; �. . � DECK \ \ \ \ \ �',, , • .^ t_r' � \ \ 1 \ \ sr. Sz must be performed every seven calendar days and immediately after periods of rainfall greater than one half inch. EXISTING DRIVEWAY LOCATION \ \ b I �, Maintenance measures are to include, but are not limited to, cleaning of recharge basins, sediment traps and � \ 1 \ 1\ \ \ TO BE REGONF I CURED _ ( U O 0S Z drywells, cleaning and repair of sediment barriers, repair of berms and runoff diverters, and cleaning and repair of \ \ 1 I 15i'JNG 56R I \ 1 \ \\ \�` 0'.,, TIDAL WETLANDS BOUNDARY 1 \ I I aRaor�r�-r'ousSe I \ I 1 \ N Q- L o inlet protection devices. 1 1 K. Duringconstruction, the contractor will comply with all local regulations concerning the disposal of solid waste and AS DELINEATED BY I Irx /�N7ERI01 ". I I - .; \ ,,y�� 8 EXISTING FLAG POLE `� P Y 9 9 p � �/t', tCl�` 9 7 6 I 4 a EN-CONSULTANTS 6-26-I S I 1 I I t�ENa,. . �. \\ , 2 xb ONE STORY I I 5 �, � J g. Y debris and toxic and hazardous waste, as well as sanitary sewer and septic system regulations. Temporary 8 wAN60!KUNiB1t� / ADbITION � \ K a° o 1 I �1=` E»Rd6t» )' / i / \ ° y M fencing shall be erected as shown on Site Plan along with the placement of dumpsters to control the buildup of AREA OF NEW PERVIOUS GRAVEL I I I � 1, � � / I I I / \ ��" \� N � W J• W Z � X iRs NL2 >` debris. The contractor shall periodically clean up any debris accumulated along the temporary fence and empty DRIVE w/STONE CURBING I _<_ / I Q0 a 7G, 1 �> x \_' / l / I / Wim` � w. 0 Ui 1 ELEV 410`.by,� 1 / 1 I ¢ z LL the duimpster's regularly. PROPOSED SILT FENCE DURING I t I I ' z ExISTaN6 2nd / / / r> F �y�� M 0 41 Y '' / FLR./DEGK TO // / II j ;. ¢ N o The contractor will report any required modifications to the SWPPP necessitated by field conditions or construction CONSTRUCTION SEE DETAIL 2-2 4 1 I ExiS WD / REMAIN / / I W' activities to the Engineer/Architect for revision of the SWPPP where appropriate. I 1 I / I � <�. ��' �� , / � / I ?i �.. 1 3 Q �• o EXISTING SEPTIC ;y, -- , �� SYSTEM TO REMAIN ► / / --- �� / / / ?, _,j (0 n DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE I / / \ ^x / / �. ! l 0)►� C0 N' Construction materials shall include concrete wood forms, building lumber and associated metal attachments, 00 I / \ �' / / / '.;J,•I N PROPOSED NEW / / / �� `\ G / o precast concrete septic/drainage structures, prefabricated building components (windows, doors, cabinets,flooring DRYWELLS FOR / // �� ,- ,'/ / sum wall board, batt and rigid / / -- - '' tr` d materials, finished roofing and siding materials, lighting fixtures, plumbing fixtures), gyp g' STORMWATER RUNOFF ►"� / -- �� , � �� O cb insulation, piping for plumbing, outdoor paving materials. (8X4) SEE DETAIL 1-2 I / 0' ' �' �' �' /• -�O' Cb Waste materials shall include demolition materials from the existing building structure, unused building materials and / ✓ �' �' D� products, trash from construction workers meals and drinks. Project site shall have a dumpster that all waste I / / / I ��' �' /' �� �• , S OF 1,.c-Ls' -0 materials will be temporarily stored and dumpster shall be emptied weekly by a private carting company. I �� / .• 57 2� ,+ �� = EXI TO REMAIN / �� x.8,26'' W �j� �� Ora s I# Gtr • I � \ 11.60 3 6� ti N •� � S 89°12'54" W IL-AT EST HOLE DRAINAGE CALCULATIONS I 1 ' --:0004r NO SCALE AREA OF DRIVEWAY (DW-A) I II \� ,�'/ ' g6 `� ° PROPOSED SILT FENCE <41/ °1��35b'� U� TEST HOLE DATA 11/18/13) ELEV+6.0' DRY WELL AREA x RAINFALL x RUNOFF FACTOR W i 1\ \\\ , ���' moi' 'rjg'2 p�� ` DURING CONSTRUCTION T \ /• °O o SEE DETAIL 2-2 PROJECT NO: (DW A) 2,023 SF x (2/12 FT.) x 0.7 256 CU. FT. \ USE: (2) 8' DIAMETER x 4' HIGH POOL >00000� 2FT. MIXED SAND AND LOAM (2) 8' X 4' STORM DRAIN RING = 35'1.8 GU. FT. j� `\ _'------------- ' 1714 PROVIDED REQUIRED I \ �� / EXISTING CATWALK, GREYISH BROWN � 337.8 GU. FT. > 236 GU. FT. �" I \ �� i' � � ,� RAMP AND FLOAT DRAWN BY: CD I I `\ �' h TO REMAIN 5 FT. FINE SAND SP ELEV +1.0' AREA OF RESIDENCE (DW-B) z I II ��� �'� ^�' � CHECKED BY: UT DRY WELL AREA x RAINFALL x RUNOFF FACTOR \ FLOOD i A •O EXISTING TIMBER WATER IN GREYISH BROWN FINE SAND SP (DA-13) 166 SF x (2/12 FT) x 1.0 = 161 GU. FT. \ ��,,\- ZONE x ,-' � �• W WALL TS 11 FT. USE: (1) 8' DIAMETER x 4' HIGH POOL \ ---- i/ (1) 8' X 4' STORM DRAIN RING = 166A CU. FT. TIE LINES ALONG \\ // /.• C9 FOR IV PSOTORMWATER RUNOFF DATE: 10/10/19 COMMENTS: WATER ENCOUNTERED 5' PROVIDED REQUIRED HIGH WATER MARK I BELOW SURFACE ELEV +1.0' I65A CU. FT. > I61 GU. FT. \\ -- �ooD ��/ •/• (8x4) SEE DETAIL I-2 SCALE: ' \ ZONE AE 1" = 20' - 0" FAIRHAVEN INLET TIDAL WETLANDS BOUNDARY \\ (EL 6) �'' `b AS DELINEATED BY AREA OF RESIDENCE (DW-C) ( \� .��`bO,�Dc EN-CONSULTANTS 6-26-18 SHEET TITLE: DRY WELL AREA x RAINFALL x RUNOFF FACTOR \ FLOOD ZONE LINE ,,• �.� (DA-0) 1,116 5F x (2/12 FT.) x 1.0 = 200 CU. FT. � `\ SITE i tx USE: (2) 8' DIAMETER x 4' HIGH POOL N� N ` \` �'/ /.. Gj (2) 8' X 4' STORM DRAIN RING = 337.8 GU. FT. (D `� �' /• SWPPP PROVIDED REQUIRED .� ,_ /• TIE LINES ALONG 55"1.8 CU. FT. > 200 CU. FT. Q V? ---- 62 N+ •` / ��lig 0% HIGH WATER MARK PLAN • .. IH FAIRHAVEN INLETP LF, =A H, N 633 s) 19 60' „ 69- N 16.98' g•�2'57 `� SCALE: 1 �� - 20'-0" SHEET No: J d 85°2825'1W 4 BID & PERMIT SET WIND-BORNE DEBRIS PROTECTION FOR OPENINGS [ , -. OT 3 STRUCTURAL REVI EVN BY STEVE MARESGA, PE FOR WALL OPENING PROTECTION OF 120 MPH 3-SECOND WIND GUSTS I aO-0-7 WEST MONTAUK H I OHWA`I', HAMPTON BA`T'S, NY I I c14C ( MAXIMUM MEAN ROOD HEIGHT: SS') sIMP50N LSTA - 20 GAGE PHONE CSI X28 �f480 RIDGE STRAP - ALL ROOF RAFTERS - 2 x 6 TIE ® EACH RAFTER USE/OCCUPANCY IN Ir IN VIEW OF STRAP. CLASSIFICATION DESIGN CRITERIA: c, i r ICE SHIELD UNDERLAYMENT S I N6LE FAMILY RES 1 DENT 1 AL SHUTTER A S%S E LY "I I REQUIRED - 24 FROM E06E DE51 GN IN ACCORDANCE W 1 TH AMERICAN N.T.5. oil' N, ° FOREST PRODUCTS WOOD FRAME W, FOR PANEL SPANS: 0 < 4'0 WIDE SPAN I N, CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE 23/32" (3/4") APA 5PAN-RAI7ED 48/24 SHEATHING GRADE PLYWOODI HEIGHT PRESCRIPTIVE METHOD \ (OVERLAP AROUND OPENINGS 4") ALTERNATE POSITION OF I 1 • HURRICANE CLIP USE 55' -OII MAXIMUM ASSEMBLY: I,- I I 51MPWN H5 GROUND SNOW LOAD - 45 P5F. ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ °I I FIRST LEVEL - 40 PSF. L.L. O UJ Z #10x3" (w/ WA5HER5) GALVINIZED OR 5TAINLE55 STEEL I I LIVING AREAS - 40 P5F. L.L. WOOD SCREW ® I6" O.G. 51MP5oN H2 HURRICANE 11�_ C) d ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: I ( " CLIP NAILED. FROM BEDROOMS - 30 PSF. L.L. RAFTER TO STUD. - WIND 5PEED - 150 MPH V� J #10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-I/2 ( W/ WASHERS) I I TYPICAL ALL RAFTERS MACHINE BOLT @ 12" O.G. l 5 - ad NAILS EACH END SEISMIC DESIGN CATEGORY - B z _ I WEATHERING - SEVERE 0 - I APA RATED PLYWOOD TO • e - EXTEND TO TOP OF TOP PROVIDE 8d COMMON FROST LINE DEPTH - 36 11 i= uj � I PLATE. NAILS ® 4" O.G. AT � \ - I EXTERIORSHEATHINED&E OF ALL TERMITE - MODERATE TO HEAVY 0 •'� I TYPE OF CONSTRUCTION DECAY - SLIGHT IN J CONVENTIONAL LIGHT FRAME WOOD ICE SHIELD UNDERLAYMENT REQUIRED - YES C( Lj � II CONSTRUCTION 0 LTIPLE SECTION ASSEMBLY: 1/4" THICK BOLTS a 2' 00 0 Z GENERAL NOTES o I °1 I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY I I I 0 I I ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL SHALL BE DESIGNED AND BUILT IN ACCORDANCE Q Q I I I 1 I I PLYWOOD SHEATHING CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. CONSERVATION CODE, AND LOCAL AUTHORITIES. Lu I I I I I „ TO OVER LAP BOX 14. THIS STRUCTURE HAS BEEN DESIGNED IN O � ♦ W I , - 1�- BEAM - TOP + BOTTOM. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY Z v U 1 I I I MINIMUM 28 DAY STRENGTH OF 3000 PSI CONSERVATION CODE. 1 1 I I I I SIMPSON MST2'1 W p I I/2" WIDE - 20 6A6E 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL p I I I I I I I METAL STRAP ®48" OG. LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. n„ 1 °� 1,� I°r- 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE ASSEMBLY i I 1 1 I 1 ! I DOUBLE TOP STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. SHUTTER I 2 x 6 0I6" O.G. PLATE PARTITIONS, EXCEPT AS NOTED ON DRAWING. N.T.5. I II 11 STUDS 17. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE I I I 5. BRIDGING TO BE PROVIDED FOR ALL J015T5 AND GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM FOR PANEL SPANS:4' OR WIDER SPAN ' FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. A-325 BOLTS, 3/4" DIAMETER. I 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I I 1 1 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND (OVERLAP AROUND OPENINGS 4") 1 1 I I INSURANCE NECESSARY TO PROTECT THE ENGINEER WRAP + NAIL 5TRAP VERIFIED BY CONTRACTOR(S) PRIOR TO START OF 2x4 STRONG-BACKS ® 24" OG 1�-' I°J - AROUND SILL PLATE 4 - 8d NAILS CONSTRUCTION AND ORDERING OF MATERIALS. THIS AND OWNER. 1 I I I AT ANCHOR BOLT FOUNDATION HAS BEEN DESIGNED FOR A 501L 11, DO NOT BACKFILL AC-+AINST FOUNDATION WALL5 ASSEMBLY: I I SIMP50N MST27 BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. U. PREASSEMBLE PLYWOOD TO 2x4'5:. # 10x3" (w/ WASHERS) GALVINIZE:D OR i 1 1/2" WIDE - 20 &ASE LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT I METAL STRAP ®4e" 00. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL STAINLESS STEEL WOOD SCREW @ 12" O.G. NAIL 5HEATHIN6 TO SILL PLATE CONCRETE SLABS TO BE COMPACTED TO 95% AND IN BASEMENT ( IF HPPLIGABLE ). POSITION NEAR 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ ad NAILS ® 4" O.G. RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. 0� Z , o #10x3 (w/ WA5HER5) GALVANIZED OR 5TAINLE55 STEEL ;f�;,,. CD WOOD SCREW a I6" 0.0. ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: ~' M 2 - #5 R:EBAR ' "i. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 2'. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND co Q • 2 x 6 SILL PLATE ON EACH LEVEL OF DWELLING AS REQUIRED BY r ti A00 TREATED. SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER #10 TEE NUTS ATTACHED TO BLDG. w/ #IOxI-I/2 ( W/ WASHERS) Y ~: BY TRIPLE UPRIGHTS. ALL HEADERS TO BE NEW YORK STATE BUILDING GORE. J g • o MACHINE BOLT ® 12" O.G. SEE FOUNDATION DWG. ?tis }- v�Q O to ; . . . MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. >-" FOR DESIGN. ,..; .::.. 5/8 x 12 A.B. ®48 OG. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO ow x W -� •1ju z w/FENDER WASHER. 8. PROVIDE FIRESTOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT =Q z" A' ''�"''"tri' PENETRATIONS 1� D® S GLAZED OPENING NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE � W .0� w HOUSE BE UPGRADED WITH HARD WIRED 9. PROVIDE FLASHING AT ALL ROOF BREAKS, ¢cM•, C o PROTECTION 15 REQUIRED FOR ALL GLAZED AREAS. CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. W • N o IN ACCORDANCE WITH LARGE M1551LE TEST OF ASTM E 19x6 AND OF ASTM 1886. D DECKS ETC.. 23. THE NYS CODES ALSO APPLY TO ACCESSORY CONTRACTOR MAY USE: WOOD STRUCTURAL PANELS IN LIEU OF THE ABOVE MENTIONED WINDOWS. HOLD DOWN 'F SHEAR CONNECTION 10. DO NOT SCALE DRAWING5. STRUCTURE DESIGN. v M PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH N CO) • =° HARDWARE PROVIDED., FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATH 11. ARCHITECT NOR ENGINEER IS NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND !LOAD ALIGN WITH WINDOW JA,rK POSTS , HEADER + SILL PLATE. FOR THE INSPECTION OR SUPERVISION OF PANELS TO BE MAINTAINED ON SITE. SHALL COMPLY W/N`I'SBG CHAPTER #2304.1.6 THIS CONSTRUCTION PROJECT. FEDERAL, STATE LABEL LOCATIONS ON EACH PANEL. AND LOCAL ZONING AND BUILDING GORE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ,•� NAILING SCHEDULE FRAMING NOTES I - A yy `,•;" TAKEN FROM 2015 EDITION INTERNATIONAL RESIDENTIAL CODE I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4C983� DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR o.c. EXTERIOR ED6E5 AND 6 d a 12" o.c. BETTER. SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL 51ZE5 INTERMEDIATE. h 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. II. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING 1804 RAFTER/TOP PLATE 3-166 (TOE NAILED) AND WATERPROOFING SHALL BE SPECIFIED BY ARCHITECT. PROJECT NO: O <,lo o CEILING JOI5T/TOP PLATE 4-5d (TOE NAILED) 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, DRAWN BY: CEILING JOIST/PARALLEL RAFTER 5o (FACE NAILED) EXPOSURE I, 3/4" MIN. THICKNESS. ALL EPC OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UT CEILING JOIST LAPS OVER PARTITION -7-16d (FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE COLLAR TIE/RAFTER 4-I0d (ea. end 1-1/4" strap) NAIL PLYWOOD 5UBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED BY: GABLE ROOFS .....:, .,. BLOCKING/RAFTER 4-6d (TOE NAILED) �� TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE TCS �- 4. ALL HEADERS 6 -O AND OVER SHALL BE SUPPORTED DATE: o <,to RIM BOARD/RAFTER 4-16d (END NAILED) CLIPS AT ALL PERIMETER JOIST TO GIRDER TOP PLATE/TOP PLATE 2-16d (FACE NAILED) WITH DOUBLE UPRIGHTS, 9-O AND OVER WITH CONNECTIONS. 10/10/19 TOP PLATE AT INTERSECTIONS 4-16d (FACED NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A . PR - NGINEERED LUMBER SHALL BE GEORGIA SCALE: a STUD/STUD 2-16d (PAGE NAILED) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. 13ALL EE h HEADER/HEADER Ibd (PAGE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL NTS TOP or BOTTOM PLATE/STUD 3-16d (END NAILED) AND FLOOR BEAMS AS PER N.Y.5. CODE OR A5 NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND SHEET TITLE: '> o o ® 5'-0" O.G. MIN. PROVIDE 2 SPACE FOR AIR HEADER Io o (45 BOTTOM PLATE/FLOOR JOIST 3-Ibd (PAGE NAILED) S SHALL HAVE BEARING STIFFENERS INSTALLED CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB o JOIST/SILL, TOP PLATE or GIRDER 4-Sd (TOE NAILED) DOUBLE FRAMING skylights,AROUND ALL OPENINGS ( sk II , STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BRIDGING/JOIST 2-I0d (TOE: NAILED) 6. stairs etc. ) OR AS NOTED ON DRAWINGS. y 9 BEARING POINTS AT A MINIMUM. A SINGLE I 3/4" STRUCTURAL :jh GABLE ROOFSBLOCKING/JOIST 2-I0d (TOE NAILED)BLOCKING/SILL orTOP PLATE 3-16d (TOE NAILED) -7. RIM JOIST SHALL BE REQUIRED AT FLOOR NOTES & 00 '1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL O Io < o X45 LEDGER STRIP/BEAM 4-16d (FACE NAILED) PERIMETERS. HANDLING, STORAGE, AND ERECTION OF 100< o iso JOIST ON LEDGER/BEAM 3-16d (TOE NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. COMPONENTS SHALL BE AS PER MANUFACTURERS DETAILS PROVIDE ad COMMON NAILS ® 4' o.G. BAND JOIST/JOIST 3-16d (END NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. HIP ROOFS AT HIGH PRESSUREZONE - R BAND JOIST/SILL or TOP PLATE 3-16d (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY „ AT INTERIOR PORTIONS R IONS OF OOFOF - TVP. 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF II/2 DIA. Io < o Fa iso O PLYWOOD ROOF DECKING ad @4" O.G. EDGES, ®8" D.G. FIELD "TECO" OR APPROVED EQUAL. GALVANIZED MACHINE BOLTS a 12 O.G.. STRIP SHEATHING 8d (ONE/RAFTER) SHEET NO: PROVIDE 8d NAILS ® 4" O.G. AT PERIMETER INTERIOR PLYWOOD WALL SHEATHING ad ®4" O.G. EDGES, ®8" O.G. FIELD 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. PORTIONS OF PANELS IN HIGH PRESSURE ZONES. PLYWOOD 5UBFLOOR DECKING ad @6" O.G. EDGE5, @12" O.G. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING 15 AN INSTRUMENT PREPARED TO NOTE : a = 4 FT. IN ALL GASES SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE CONSTRUED AS A CONTRACT BETWEEN BUILDER ARD COMPONENT AND CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVANIZED. OWNER. r-J_j BID & PERMIT SET A B 12 13 uj —Ell /ice I / I 1 O UJZ co INFILL F�OVINMG AT NOTCH IN `\ O FLOOR E. PROVIDE \ O X 1 (2)2x10 FLUSH HEADER \\ uj Icn \ pLLM _ - U) ` p w 1 Q > 06 \ to I+ \\ LINE OF DECK ABOVE TO REMAIN Z ~ Z L EXIST IRDER \ O O 1 I 1 \ 0. > Q REMOVE PORTION EXISTING DECK TO PROVIDEI J O p SPACE FOR F CONSTRUCTION OF NEW = — EXISTING FOUNDATION FOR ROOF Z U FOUNDATION AND INFILL OF PORTION NEW z REMOVE EXIS N& BATT INSULATION — DECK COLUMNS TO REMAIN FLOORING ABOVE d ABOVE, COMP ETE. PROVIDE NEW CLOSED CELL PRAY FOAM \ W O p�I INSULATION AB VE, TO R-VALUE \ p - - - - - - - - - - - - - - - - - - O NOTED IN SPECIFICATION F1 \\ uj PORTION EXISTING HOUSE CANTILEVERS OVER I t? EXISTING GONG. SLAB BELOW I I \ FOUNDATION WALL. PROVIDE NEW 8" FOUNDATION — —— — — — — —_--— ——— —— — — — — — — — — — — \\ WALL ON 16"x8" GONG. FOOTING r — — — — — — — — — \ �-- - -r I - - - - IFLiz AFI�N x I L — ATCH Lu Ll CHASE ABOVE FOR x DUCTWORK TO EXISTING FOUNDATION TO REMAIN 1 EXISTING GIRDER ' SECOND FLOOR z Q PROVIDE NEW 2, 15 REMOVE PORTION EXISTING \ / VERIFY 51ZE OF PROVIDE NEW FLOOR FRAMING, LEVEL 6x6 TR. WD. P05T TO 36" I ( � BELOW GRADE FOR _ _ W� OPENING BETWEENI EXISTING 8 I FRAMING ABOVE. REFRAME I \ / C� I I=XISTING GIRDER TO j w/EXISTING, w/R-11 BATT INSULATION, s4" SUPPORT OF STOOP ABOVE r NEW FOUNDATION 1 2" LOWER, FOR FLUSH SILL I 1 \/ II 1 ISI REMAIN I PLYWD. SUBFLOOR � I I sHowER I / \\ � iF j__jI I — — _ — _ _ _ J NEW 16" So. PIER ON �_ (— Z 24"x24"xIO" FOOTING _ i� 7 I LINE OF NEW FLOOR (A Q• M PROVIDE DBL. 2x6 PLATE ON GONG. SLAB z I I L — PLAN 4 PLUMBING Y DEHUMIDIFIER PLUMBED I I I —� I � I FURNACE 1I I FIXTURES ABOVE I z I AND BLOCKING TO SUPPORT NEW FLR. J � o � X 1 TO WASTE LINE I IABOVE 1 1 �nI I a o M Lu 11113 3'-O" III III FRAMING UNDER WALK-IN CLOSET ABOVE >0 L _J - - n I - - WJ• WZ3x — — — — _EXISTING GIRDER — — CJI I _ a Z w W• U � WLn Ln_ — — - - - - - J- - - a z — — — — CHA4 F ABOVE FOR in 7Ttt11�� 22� - - - - HATCH I I I I RE RN FROM Ist FLR — — — — — — W. N c2i II ABODE 2x8®I6" - - :2x5@16" — — �-— — — cn co- rI I I I TR. WR.D. D.J. TWD. D.J. L — I I - FI F� LEDGER AT — — — WALLS A 24" 50. ACCESS HATCH x — xIN FLOOR ABOVE _ — — — (3)2x10 c�NT _ — ,I= — — — — STAIR L NG — — — — — -2�r8 TR-WD.— _ M Sq '1 "- ✓1 16" SQ. x 36" DEEP GONG. PIERS FOR SUPPORT OF NEW FRONT .- PORCH ABOVE. PROVIDE &ALV. CA5T-IN-PLACE STIRRUP FOR " ATTAGHEMENT OF FRAMING PROJECT NO: 1714 DRAWN BY: TS CHECKED BY: DATE: 10/10/19 SCALE: 1/411 = 1' - 0" SHEET TITLE: VuUNDATION FLA i I Mm FOUNDATION SCALE: 1/4" = V -0" PLAN SHEET NO: a BID & PERMIT SET A B 12 13 ui 1 1 CENTER NEW DOOR AND DOOR O LLJ Z I) ABOVE ON PORCH COLUMNS .. r Iii G fi� D i t ,� N EXI! TI q(5 W4 064Nr I I I D I I Z s' O I iRuppcN .44.1111 111111 II � ( MU-1-Z i l l ( 111 ~ O I)FG 6 6LU I I F 6 0ct L xl0 HDR. _ - (3 -I/2"I LVL HDR. Q W WW IN OHE DS AT ' AFF �_ > REMOVE J14INDINO----,\ 06 AT INDEN RAMS INE 0 w/ADJAC NT M,LL5 ` NEW PRIVACY GRILLE. SEE ELEVATIONS Z �IL (N\ 0 zt� EXI5TING OUTDOOR 5HOWER TO REMAIN O I 0. p w/NEW FINISHES. PROVIDE INTERIOR D1. x VERTICAL Ix(5 T46PVC, WALLS, FULL HEIGHT clim I� OM Q NEM POOP FLOOR. GO Y ERF a EX HEI AIN D O W AGK 0 NEW SHOWER DOOR. SEE ELEVATIONS W O PROVIDE EXTERIOR PROPANE VALVE FOR mill O INSTALLATION OF BARBEQUE „ ti HVAC CHASE I uj Al fij'� EG SEG D FLR 4 G - N D6P. _ i i4 � (3)2x10 HDR 0 11111 L - I - - BEAM ABOVE.- VE II- SIZE TO ARCHITECT 1 - — -ry _ WINDOW HEADS AT &' A G2640 m. N -- 5t EXIST'G 5 8� I I I �� v NEW GYP. BD. ON II A AT IR NAL T ( ��� T— ( ��� - �I 4� WALLS 4 CEILING O ( II VED CRO55 G(14 I LE I I 2-o I I o I I WALK-I N I I 2'-O" O EXII5ICING BEAMS 4 G#( '. BD. I I DI - - N OL05ET II CL�, ABOVE TO REM IN R/F I I`l I I�1C7 l/ Q �sr� ~ 7 NEW WOOD FLR. ON II III III NEN NOOD Z N = MAST - -8/4- J = o IIK I TG II FL o. o +�� 1�iZ00 �I R-FRRAMr>a� ry RE _ ABOVE.O - m ■ ' EW WOOD FLOOR p! I - - X51=A1� II I I PRO ENE SRA I G . T q AFF _ � -�- - - - - � �- - - - -_ I I = I — M 5 R _ o � ad Z. NEW TR. NOOD FRAMED STOOP WIFE DECKING, - N x PVC, TRIM ON SIDES 4 RISERS p O I II II I p, A f cv +�o � Q• M o 10 x RE VE EXISTING TI1�i�I FLR. 0 3-3 -O oo `� - - - L'R 1P.M uEI_P_L`LW - - - - x NEW = w xo m UN E AY 4WD. FLR - I 3 „ TILE FLR. z1 Lu I ( =Fu VENT L ry J o R to III II II `r 5-8 q-o DIRECT i SHED 12 a o ' o z FURNACE % EXISTING GONG. FLR. _ W J' w z w x 12"d. STORAG 2"d. 5TORAG ®q,�+� I`�T � I - - - L - queen TO REMAIN r W wU. CASED BEAM _ - - - o OL. 6� I // . - - - - ' eh O 19 v o I POWDE �/ HATCH oBELOW / _ _ = _ = m �� + I I +�� I - - - PCM 026 DHG 640 DHG 640 N BATHI ,, N MEOHP ON- MAND HOT W• = M v I WD. FLR.I I / Lk - N L - UP ROOM INATER HEATER Q �- -_ - _ DHG2640 REMOVE LOW, CURVED FRAME WALL. NEW /— �_ L - - - - -- - - - / X O - ELEGTRIG METER WILL BE LOCATED ON POLE, / WD. FLR. -jr V - - = H N N r _ FOR UNDERGROUND POWER OAT H TO CRAWL SP GE / I I �I - - - REMOVE EXISTING SHINGLES, DHG 640 FRA I 18'-II° A�NEW OPENINGS. APROVIDME AS INEW DRAINABLE OUTDOOR SHOWER I i \� UP CEDAR SHINGLE SIDING PER SPECS. vi/HOT 4 GOLD WATER / �i_4n \ qui f 5r..�riiTFFT / REMOVE EXISTING STAIR. PROVIDE -" - \I �,,II// � < �IP TEP O GRADE NEW 5TA1 LANDING i NEW STAIR w/GUT 5TRINGER p>G�N-r-v��}.o \\ '� `�2° bye\ �,, w/FLOOING TO BETWEEN FLIGHTS. SEE SPECS. t�� �/ G• 5A4j� � I MATCH // Py / \ I CMT15Y460 MT15 0 b ,i CMT15Y460 EXISTING CURVED TOWER-FORM \ f 1 1 I FRAMING TO REMAIN, WNEW y L J2�2 -�J� - L( MULTI-PART WINDOW REMOVE EXISTING TRELLIS, BRICK PROJECT NO: \ STOOP AND WALKWAY, COMPLETE PROVIDE (2)2x8,MINIMUM HEADER 1714 AG �� DRAWN BY: W,STONE tERRAGE dN � / 10 DIAMETER FIBERGLASS GOND SLAB AT Gf�ADE. \ COLUMNS PER SPECS., w/HOLD TS PROV6E 4"1SLABjP}TG} F_ AS DOWN STRAPS, GAP 4 BASE CHECKED BY: x HONN, ONO. RAPE SLAM"�?EIN ( )#4 REBAR DATE: AT L`D6E5 10/10/19 SCALE: 1/4" = 1' - 0" SHEET TITLE: �Q 1st FLOOR X I PLAN �% i % SHEET NO: �\ \SFA X SCALE. 1/4 — V -0" � X �>' SNIMKN& POOL_,� BID & PERMIT SET \ SEE POOL DRAWINGS 4 5FE05 \ i Millis A g — REMOVE CURVED PORTION OF DECKING AND 12 13 FRAMING. RE-FRAME AS REQ'D. FOR RECTANGULAR DECK VERIFY ' O LIJ Z tt 11111011111 111% m I INSPECT CONNECTION OF DECK BEAMS TO HOUSE ♦c ' GK WALL, AND REPLACE EXISTING FRAMING ANCHORS �+♦ O o I \ Z MENEM w/NEW. ENSURE WATERTIGHT CONNECTION AFTER INSTALLATION OF WATERPROOF MEMBRANE O \ ~ um! =ry \\\ ce0 HG30564 DHG 056 HG30564 GP6C80 FG1120 \ Q i _ \ Wlift Lu INDOW HEADS AT4 b" AFF ==- \ Q 12'-4" 08 f - - - - - - - - - � ins N \ Sb REMOVE EXI5TING DECKING, CEILING BELOW AND - - - - - - - - - -DIEL r- RAILING, w/EXISTING FRAMING TO REMAIN. PROVIDE I BAMS, AN IN15H \ �° NEW TR. WTAPERED TO D. SLEEPERS ON TOP OF JOISTS, z Z O C) — — — A — \ y4":1'-0" TO OUTER EDGE. PROVIDE %" EXTERIOR GRADE = GT I I I NEW I I10®IIb° \ PLY WD. DECKING, AND WATERPROOF MEMBRANE. a - -I I - \ PROVIDE NEW IPE DECKING ON TAPERED SLEEPERS, ;t, c \\ FOR LEVEL AND WATERPROOF ROOF DECK a REMOVE OR055 GABLE ROOF m 0 NEW �d8- - - I - I- - - - - - - _ \ > Q COMPLETE. EXTEND FRAMING AS REQ'D. o I uee I T I � I� 0O o \\ 0 FOR SIMPLE GABLE ROOF OVER KITCHEN 3 4" I I NEW WO D FLOOR O W 1 I I \ z V \ O _ ti N I I I I CHASE FOR \\ ui \ 5'- 2" -� HVAC •; 8y 11 , � � � . -- - - - - - -- --- - 4'- b'-6" D 049 DHG 049 \ 3: Li 7 CUES - -- - -_> _- _.- �f\ ; - - - - - _ ,,. �\ f \ / C) ,\#2 ; .\ f'-( f: /x X �; �5- p �V / \ \ EXISTING DECK STRUCTURE TO REMAIN OVER GLO5ET �� , OOf� Loo ING SHED BELOW. REMOVE DECKING, INSPECT WATERPROOFING BELOW, AND UPGRADE A5 REQUIRED. �v I PROVIDE NEW WOOD DECKING PER 5PE05. twin bunk \ o� '\ ;* ,,x: \/ \ i \i \ \Iy Aj to �i /`\ / ! / \ REMOVE EXISTING STEEL BAR HANDRAIL, COMPLETE. PROVIDE NEW GABLE RAILING PER SPECS, ANCHORED X DG�G I . % N i N. I SECURELY TO FRAMING BELOW (cs 5-T. \ k I_XfSTING SLOPr D \ o - Kitchen - \NSWxld®Ib \�L'G. 15 '5.,ABO T f - r be►ow F GLC. TO REMAI I co Q / �, I. / \\� l^�OOD FLOOR I Y M / ,/ Ili c_v.. ' , / \ / ` \% I a o M \ / WOOD FL RINGS \ / .,�\y, \ /`� I j L<FL 11 \ /' .\ � ' �\ I W -jw Z N1= 5'VT�I F GEILIN�. w uee \ a W \ . W• U) Q N 0 {O x\I1 7 - - P 2 6 DHG 434 DHG 434 W. N = us # _ :21-411 5'_O" " 2 g'-O '-3/211 '-411 Ip1_�211 N co)• HG 056 G 0564 2 - - - - AT AREAS SHOWN HATCHED, REMOVE EXISTING EW ROOF DN FLOOR, WALLS, 5U5FLOOR AND JOISTS BELOW. PROVIDE BLOCKING AS REO'D AT EXISTING EXTERIOR iNALL5, NEW 2XIO@16" FLOOR JOISTS, AND NEW INTERIOR WALL FRAMING �< R� \ / REMOVE EXISTING SHINGLES, �� �,`'r'e,SA`��'vtc� NEW WODD STAIRS, LANDING COMPLETE. RE FRAME A5 REQ'D. . �� �,/ ,� CMT15�2 MT1520 AT NEW OPENINGS. PROVIDE NEW AND HANDRAI L5. SEE 5PEG5. W. CMT1 Y420 CEDAR SHINGLE SIDING PER SPECS. e , PROJECT NO: 1714 DRAWN BY: TS CHECKED BY: DATE: 10/10/19 SCALE: 1/4111 = 1' - 01' S E C N D F L 0000' Fmm"k "Ph Lm N. SHEET TITLE: r SCALE: 1/4" = V -0" 2nd FLR. PLAN SHEET NO: BID & PERMIT SET A B 12 13 ullV O UJZ � o cnJ Z ® O O cl) P: uj ❑ cn ❑ w Q > REMOVE EXISTING ASPHALT SHINGLE ROOFING, 0 COMPLETE. PROVIDE NEW ASPHALT SHINGLES ON ❑ 50# BLDG. PAPER, PER SPECS. cA I Iz Z 0 O REMOVE POUR EXISTING SKYLIGHTS AND CURBS. INFILL G- FRAMING AND DECKING AT OPENINGS Q Q REMOVE OR055 GABLE ROOF COMPLETE. EXTEND FRAMING A5 REOV. 0 W FOR SIMPLE GABLE ROOF OVER KITCHEN i EW ALUMINUM GUTTER PER SPECS. VERIFY V \I'N5TALLATITON ULOCATIONS w/ARGHIT)=GT PRIOR TO O I w a I � I � lu > I I I I I I I I cif z VifNTEE7 CAPI N Q• I I � a I I 'o ° W J• F z w a _ z u W. 0 w Q N 0 � W• N � � I I � �• i —— — — —— —— — — ——— — — — — — —— REMOVE ANGLED PORTION OF TOWER ELEMENT TO HEIGHT SHOWN. PROVIDE NEW TOP PLATE, I FABRICATED OF BUILT-UP CURVED PLYWD. SECTIONS. PROVIDE NEW 2x8 ROOF RAFTERS IN CONICAL FORM, WFLEXIBLE DECKING AND ASPHALT SHINGLE ROOFING OF NEW YpR cl i �N PROJECT NO: 1714 DRAWN BY: TS CHECKED BY: CHECKED 10/10/19 SCALE: 1/411 = 1' - 0" SHEET TITLE: v%%jul- rLAllm SCALE: 1/4" = V -0" ROOF PLAN SHEET NO: BID & PERMIT SET A B 12 13 REMOVE ANGLED PORTION OF TOWER ELEMENT TO HEIGHT SHOWN. PROVIDE NEW TOP PLATE, REMOVE EXISTING FINISH. PROVIDE 12 RAKE OVERHANG FABRICATED OF BUILT-UP CURVED PLYWD. SECTIONS. w/PVC FASCIA 4 SOFFIT, v4/Ix8 FRIEZE BELOW PROVIDE NEW 2x8 ROOF RAFTERS IN CONICAL FORM, w/FLEXIBLE DECKING AND ASPHALT SHINGLE ROOFING FLUSH PVG PANEL, PAINTED Ixb CURVED PVG FASCIA, w/3-1/2" PVC GROWN BELOW 1211 LEVEL OVERHANG w/Ixb FASCIA. ON 12" WIDE CURVED PVC FRIEZE BOARD ui PROVIDE METAL ROOFING, FLASHED FOR WATERTIGHT CONSTRUCTION EXISTING ROOF FRAMING TO REMAIN. PROVIDE NEW UNDERLAYMENT AND SHINGLES. AT EAVE, PROVIDE FLUSH Ixb FASCIA ON Ix8 FRIEZE IV FLUSH PVC. CORNICE PI GROWN - - - - - - - -- - TOWER PLATE_ OUJ Z Ixl PVC FILLET 3-1/2 PVG GROWN OVER TOP CASING, w/CAP 4 DRIP FLASH ZAr O FLARE SHINGLES OVER Ix8 ON Ixb REMOVE EXISTING SHINGLES. � i— PROVIDE NEW ASPHALT M 0 PVC FRIEZE BOARD SHINGLES ON UNDERLAYMENT - HG243 HG243 PREFABRICATED GABLE RAILING, O DHG3056 DHG3056 p SECURELY ATTACHED TO FRAMING Q (n 1' --ck r C T 5 420 BELOW. SEE SPECS Q NEW IPE DECKING OVER Q W Ixb PVC FASCIA PI FRIEZE BELOW WATERPROOF MEMBRANE > - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - -GOND FL0006R GUTTER PER 5PE05 ON Ix8 PVC POROH RQQI Tl5 15 Ix8 PVG FASCIA CONGEALING GUTTER BELOWcn FASCIA. PROVIDE CASED BEAM Ixb OVER IxIO PI FRIEZE ~ BELOW. SEE SECTION I z Z O — O REMOVE EXISTING SHINGLES AND � a CORNER 504RD5. PROVIDE NEW 30# M 20 BLDG. PAPER AND CEDAR SHINGLES 10 DIAMETER FIBERGLASS COLUMNS HG264 HG264 HG264 HG264 PER SPECS, w/6" EXPOSED ` Q PER , WI CAPITALS AND BASES •_ - - - - -- PVG ORNAMENTAL SHUTTERS. O 0 SEE SPECS. V ` NEW WOOD FRAMED DECK WIFE i SURFACE, PVG CASINGS ❑ F-I ui C - - - - - - - - - - - - - - - - - - - I` — — — — — — FIRST FLOORuj r EXISTING FOUNDATION TO REMAIN > I I I Ir`77 - - - - - � - - - - - I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � w E s i" ru I` 10 N. SCALE: 1/4" V -0" e B A ca Z. 13 12 co Q. C, 0 _.A2• R REMOVE EXISTING FINISH. PROVIDE 12" RAKE OVERHANG W - ~ x w/PVC FASCIA 4 SOFFIT, w/Ix8 FRIEZE BELOW = a i LL EXISTING ROOF FRAMING TO REMAIN. PROVIDE W < M 5 a NEW UNDERLAYMENT AND SHINGLES. AT EAVE PROVIDE FLUSH Ixb FASCIA ON Ix8 FRIEZE FLUSHPVG PANEL, PAINTED W• a N v In a cq 12" LEVEL OVERHANG w/Ixb FASCIA. Q F- PROVIDE METAL ROOFING, FLASHED FOR FLUSH PVG CORNICE w/3-1/2" PVC GROWN WATERTIGHT CONSTRUCTION fA N Ixl PVI FILLET PREFABRICATED GABLE RAILING, SECURELY ATTACHED TO FRAMING BELOW. SEE SPECS FGP3080 FG 0 DHG30564 DHG3056# REMOVE OR055 GABLE ROOF Off- 1113E W)1"`�., HG304 HG30 COMPLETE. EXTEND FRAMING AS REO'D. cr� sQ"'QrrA>� FOR SIMPLE GABLE ROOF OVER KITCHEN ` �a `,• _ 'G 40� ". NEW IPE DECKING OVER WATERPROOF MEMBRANES ., Ix8 PVC FASCIA CONGEALING - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SECOND FLOOR a V - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - n C1a35n' t GUTTER BELOW INFILL RECESS AT WALL w/NEW FRAMING, WINDOW 4 FIN15HE5 PROJECT NO: o 1714 ' DRAWN BY: m DHG 849 DHG2849 DHG2849 TS EXISTING 6" ROUND STL. HG264 D G 056# FGP60 FGP3080 F 0 DHG3460� DHP5660 DHG3460� I i CHECKED BY: COLUMNS TO REMAIN Ji DATE: EXISTING MAHOGANY DECKING 10/10/19 TO REMAIN SCALE: - - -- - FIRST FLOOR 1/411 = 11 off SHEET TITLE: - - - - - - - - - `�- - - - - - - - - - - - - - - - - - - - - ELEVATIONS IM- SCALE: 1/4" = V -0" SHEET NO: BID & PERMIT SET REMOVE ANGLED PORTION OF TOWER ELEMENT TO HEIGHT SHOWN. PROVIDE NEW TOP PLATE, — — — — — — — — FABRICATED OF BUILT-UP CURVED PLYWD. SECTIONS. PROVIDE NEW 2x8 ROOF RAFTERS IN uj CONICAL FORM, w/FLEXIBLE DECKING AND 12 i ASPHALT SHINGLE ROOFING m �a - - ----- Vri uj FLUSH PVC CORNICE Y4/5-1/2" PVC°GROWN Ixb CURVED PVC FASCIA, w/B-1/2" PVC GROWN O Z PREFABRICATED GABLE RAILING, BELOW ON 12" WIDE CURVED PVC FRIEZE BOARD 0 SECURELY ATTACHED TO FRAMING im BELOW. SEE SPECS - c O 5-1/2 PVC GROWN OVER TOP CASING, w/GAP 4 Z NEW IPE DECKING OVER DRIP FLASH WATERPROOF MEMBRANE '� ~ o DHG3056# DH03056* n UJ LINE OF NEW PORCH ROOF LINE BEYOND Q O M 0 06 — — — — — — — — — — — — — - - - - - - - - - - - - N - - SECOND FLOOR BUILT-UP PVC FRIEZE DHT 020 GUTTER PER SPECS ON Ixb PVC Z _Z r FASCIA. PROVIDE SED BEAM BELOW. SEE SECTION O O Ix8 PVC FASCIA CONGEALING GUTTER BELOW EXISTING 6 ROUND STL. COLUMNS TO REMAINa Mg15I � =�y FG 180* FG 80 10" DIAMETER FIBERGLASS COLUMNS Q c� PER SPECS, w/GAPITALS AND BASES Q r � w NEW WOOD FRAMED DECK w/IPE V EXISTING MAHOGANY DECKING TO REMAIN zSURFACE, PVC CASINGS w O — — — FIRST FLOOR Lur I II� - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - L - - - - - - Iff% U I M NO mmTH t' L PE "ll ilk I SCALE: 1/4" = 1' -0" otS z co <. " M c. r 5 r � L F O � REMOVE ANGLED PORTION OF TOWER ELEMENT — — —— — — —— — W J. z X TO HEIGHT 5HOWN. PROVIDE NEW TOP PLATE, a z < FABRICATED OF BUILT-UP CURVED PLYWD. I EXISTING ROOF FRAMING TO REMAIN. PROVIDE D W• 0W SECTIONS. W o SECTIONS. PROVIDE NEW 2x8 ROOF RAFTERS IN I NEW UNDERLAYMENT AND 5HINGLE5. AT EAVE, a o CONICAL FORM, Y4/FLEXIBLE DECKING AND I PROVIDE FLUSH Ixb FASCIA ON Ix8 FRIEZE W• N x M ASPHALT SHINGLE ROOFING U i FLUSH PVC CORNICE w/3-1/2" PVC GROWN N N- REMOVE EXISTING 5HINGLE5 AND CORNER BOARDS. PROVIDE NEW 30# BLDG. PAPER AND CEDAR 5HINGLE5 PER 5PEG5, w/6" EXP05ED DHG30564 DHG3056* DHG3056+ 8 FG 6 68 OF N W Yp PREFABRICATED GABLE RAILING, 5EGURELY � P'G Q�'��` ATTACHED TO FRAMING BELOW. SEE SPECS - - - - - - — - - - - - - - - — — - - - - - - - - - - - - SECOND FLOOR t — — — — — — — — — — — — BUILT-UP SECTION FOR WATERPROOF ROOF ` DECK. SEE SECTION FOR DETAIL I'-lo PROJECT NO: = 1714 EXISTING 6" ROUND STL. COLUMNS TO REMAIN DRAWN BY: NEW WOOD DOOR PER SPECS. TS DHG3060� STAIR LANDING = / NEW OUTDOOR SHOWER DOOR, FABRICATED CHECKED BY: OF IxFVC FRAME w/V-GROOVE PANEL. PROVIDE STAINLESS 5TL. HARDWARE DATE: \ EXISTING MAHOGANY DECKING TO REMAIN 10/10/19 SCALE: - - - - - - - - - - - - - - - - - - -RST FLOOR— - - - - - - - - - 1/4" = 1' - p.. - - - - - - - - - - - —i - - - - - - - - - - - - - -- -- - - SHEET TITLE: 1 ------------------------------- - - - - - - - - - - - - - - - - - - - - - - ELEVATIONS 0 U H E L E V A 10 IN SCALE: 1/4" = V -0" SHEET NO: BID & PERMIT SET REVISIONS ui REMOVE EXISTING ROOF SHINGLES AND SKYLIGHTS COMPLETE. PROVIDE UNDERLAYMENT AND NEW ROOF SHINGLES PER 5PEG5. PROVIDE VAPOR SEAL AND BATT INSULATION FOR 'HOT ROOF' CONSTRUCTION O UJZ NEW CEILING FRAMED w/2x5®I6", LEVEL WUNDERSIDE OF r Q EXISTING CA5ED BEAMS (TO REMAIN). PROVIDE BATT INSULATION AND GYP. BD. FINISH BELOW cj) O Z O P O � W l \ \ /y / , /• / J REMOVE EXISTING FINISH EXTERIOR TRIM. PROVIDE NEW PVC Ixb Y X X X x 1� k� 'k X X a X. X X . �. / X �' / V/��i X. �X � X k FASCIA, SOFFIT AND Ix5 FRIEZE BELOW �_ 10 08 REMOVE EXISTING FINISH, INCLUDING ROUND WINDOW. PROVIDE D m TTI NEW PVC PANEL OVER PLYWD. WFLASHING AS REOV. - - Z %Z \ \% \, /\ ✓ O J 'Yi " Y; ^. 1. X. Y ,, X FRAME NEW OVERHANG BETWEEN GABLE ENDS, ANCHORED O SECURELY TO FRAMING, w/g/4" PLYWD. DECKING, METAL ROOF, Ixb 0' PVC FASCIA, SOFFIT AND GROWN MOLDING BELOW < 0 m /\ \ /, \/, , EXISTING BEAMS (3) TO REMAIN PVC CORNICE PANEL, FULL WIDTH Q � X- X ,CX ,) - XX X � f � 1 X _ NEW CEILING FRAMING, INSULATION AND FINISH, IN PLACE OF EXISTING - GYP. BD. FINISH (TYP) - O LJ Ixl PVC FILLET MOLDING CONTINUOUS LOWER CEILING TO BE REMOVED i \ __ k Z V --------- --- \---------- -------- W o EXISTING CEILING FINISH AND FRAMING TO BE REMOVED _ PVC GROWN MOLDING w/TOP GAP b FLASHING /�T \\\ = NEW VINYL GLAD WINDOWS. SEE PLANS/ELEVATIONS 8 SPEC. IN LINE OF EXISTING ROOF OVER KITCHEN BEYOND / \\\ - uj r � \ O NEW FLOOR FRAMING, LOCATED 12" ABOVE EXISTING. SHORE EXISTING �i 0 CGUEST ROOM \ HALL GUMS loom o EXTERIOR WALL A5 REO'D.; WALL OVERHANGS EXISTING LOWER WALL AND WILL BEAR ON NEW FLOOR FRAMING. SEE DETAIL 14 z FINISH WOOD FLOOR PER 5PEG5, \ REMOVE EXISTING TRELLIS. NEW PORCH ROOF FRAMED PER PLANS, \\ ON PLYWD. SUBFLOOR - w/5/4" PLYWD. DECKING, UNDERLAYMENT AND ROOF SHINGLES TO MATCH EXISTING 2x6 WALL FRAMING WNEW/PATCHED PLYWD. SHEATHING, INSULATION, BUILDING YSRAP AND SHINGLES PER 5PEG5. TOP FIN. 2nd FLOOR \ SECOND FLOOR (EXISTING 4 NEW) --------------------------------- — -- --- — ------------------------ q YIIt X � X } Y ,X� / /sA!' � { / � / �TOP EXISTING/NEW EAVE ----------------------- ----- " -- II o2S Z• NEW BUILT-UP CASED HEADER. SEE PLANS FOR SIZE — ---- ------- gEXISTING FLOOR FRAMING TO REMAIN, w/NEW BATT a' 4 EXISTI EAM ABOO REMAIN. R FY SIZE A INSULATION, FINISH FLOOR AND GYP. BD. FINISH BELOW M \ , J �• c � � EXISTI qA CONNECTION D TAILS TO ARSH TELT. Li V'_ o o PROVIMETECO FRAM14d ANCHORS AT NEYNIJOISTS NEW VINYL GLAD WINDOWS. SEE PLANS/ELEVATION5 4 SPEC. W J• z NEW 10: DIAMETER FIBERGLASS COLUMNS I a z : Y4/CAPITAL d BASE, PER SPECS. STRAP TO I n W• v w o STRUCTURE TOP AND BOTTOM Naw Open to EXIST N OWER PDR I N SECOND L O TO BE _ a N i FRONT K I TGHN I REMO D SHORE 5 TURF AS O W• N I LIYIN OOM � a ~• " r I EXISTING MAHOGANY DECKING ON TREATED WOOD FRAMING N N NEW PECK FRAMED w/TREATED WD. PROVIDE In REMO XISTING FIN15h FLOOR. FF4VIVE TO REMAIN DECKING A5 SHOWN, w/BREADBOARD NOSING I UNDE MENT AND EP i FIN15H FLO OR RER 5PE05. I I I - =N I - m � --TOP FIN. Ist FLOOR ----- — -------- — - -- - - ------------------ --------------- <, I_.:.t�r1Q PVG FINISH RISERS L------------------------------- ------ — — ,\REMOVE EXISTING BATT INSULATION FROM BETWEEN JOISTS. NEW PIERS FOR SUPPORT OF FRONT PORCH, w/GALV. CAST\, /\\ \ \\ \\ \\ \\\ m EX 1 S 1 N G AWL SFAG \\"/\ \�\ \\\\\�'\\PROVIDE NEW CLOSED CELL SPRAY FOAM INSULATION BETWEEN ^, Cl A U J IN PLACE STIRRUPS. SEE FOUNDATION PLAN / ' \ "JOISTS PER/\ 5PEG5.\/ % / \\EXISTING MASONRY O \ / �"j\/ \/ /\ / \ \/ i\/' \/ i \"/" '\/ T TO REMAIN %'/. //\ / ;// / uNDA \N \ PROJECT NO.: 'I7O7 /� /�/ //x DRAWN BY: / \ \�\�\�\\`\ \�\/` �\\\\ \\ \/ \�\'\ \� \ \ \;\ \\'\ ' �, \\ ;\ \,, \\\' \\ / ,�\/ \i \, TCS \ \ \\ \\ \ \ \ \ \ \ \\ \\ \ \ \ \\ \ \ /x"/z\ CHECKED BY: // '\ \ j/� � ' `/ DATE: 10/10/19 \j/\ B U I L D I N 10 lu '\ /\//\x,'\' \ ,! \�/\.�/\j/ \ \\\//\� /� SCALE: SCALE. 3/8 - 1 0 SHEET TITLE: BUILDING SECTION 'A' SHEET NO: BID & PERMIT SET ' REVIs1oNs uj et REMOVE EXISTING ROOF SHINGLES AND SKYLIGHTS O Z COMPLETE. PROVIDE UNDERLAYMENT AND NEW ROOF UJ SHINGLES PER SPECS. PROVIDE VAPOR SEAL AND BATT INSULATION FOR 'HOT ROOF' CONSTRUCTION tj ❑ O NEW CEILING FRAMED W/2x8®Ib", LEVEL W/UNDER5IDE OF EXISTING CASED BEAMS (TO REMAIN). PROVIDE BATT O i- INSULATION AND GYP. BD. FINISH BELOW LIJ =) O ❑ (l) REMOVE TOP PORTION EXISTING TOWER. PROVIDE NEW ❑ W CURVED TOP PLATE AT HEIGHT 5HOWN, AND CONICAL ROOF QLu FRAMING, W/CURVING DECKING, UNDERLAYMENT AND REMOVE EXISTING FINISH EXTERIOR TRIM. PROVIDE NEW PVC Ixb ASPHALT SHINGLE ROOFING 08 FASCIA, SOFFIT AND Ixb FRIEZE BELOW S f n J J W4 Ndl VA \// M\ X /_ ❑ \ ' 12 (/, FR/�ME NEW OVERHANG BETWEEN GABLE ENDS, ANCHORED > a Z SECURELY TO FRAMING, w/s/4" PLYWD. DECKING, METAL ROOF, Ixb y ' �/ �/ �/ �/�/ �/�/ �/ �/ �/ ! �/ �/ X Aly, A 77 Ixb PVC CURVED FASCIA w/3-1/2" PVC GROWN MOLDING PVC FASCIA, SOFFIT AND GROWN MOLDING BELOW I OO 1 , 0- TONER - J - .� � . PVC CORNICE PANEL, FULL WIDTH EXISTING BEAM5 (3) TO REMAINNlyy L _ NJ ——————— — ————————————— TO R TOP PLATE Oct '-O" X X Y X x r X X ) ' ' GYP. BD. FINISH (TYP) -11 _ O W Ixl PVC FILLET MOL12ING, CONTINUOUS - Ixl PVC FILLET MOLDING, CONTINUOUS V W o NEW SLIDING GLASS DOOR PER PLANS, ELEVATIONS B SPECS. \ / =} REMOVE EXISTING SHINGLES ON EXISTING CURVED TOWER C WALL. PROVIDE FRAMING FOR NEW OPENINGS, ti \ / UNDERLAYMENT AND SHINGLES PER SPECS. r' NEW TENSIONED CABLE RAILING MR SPECS. - Q \\\ / uj GYP. BD. FINISH (TYPE _ NEW CEILING FRAMING, INSULATION AND FINISH, IN PLACE \ / a REMOVE EXISTING RAILING d DECKING. INSPECTR OF EXISTING LOWER CEILING TO BE REMOVED FO \ / � � DE"rERIORATION OF FRAMING. PROVIDE NEW SLEEPERS FOR I LY M \\ // STAIR HALL � �- SLOPED DECK, WATERPROOF MEMBRANE, AND IPE: DECKING ON CANTED SLEEPERS FOR WATERPROOF DECK \ / // \\ VINYL CLAD WINDOW UNITS 94/SUPPORT MULLS IN 2 / \ CURVING WALL SEE: DECK EDGE DETAI 14 // \\ TOP FIN. 2nd FLOORS / \ / \ a _-----------"'o-� --- --- ---- -- ----------- �.___. - - _ _ _ !�I®1 ----------- ------- — .-- — -------- --. ------------- TOP 2n FLOOR _ -X- -Y-/X-/Y`\1-/ x X\-/ -x ir Y Y-� Y x Y I -/\ x r y\/X x / . -X X 7 -,� REMOVE EXISTING STAIRS, COMPLETE. PROVIDE NEW °a Z• =\1 STAIRS W/GUT STRINGER, TREADS To MATCH ----- --- ------------ FLOORING, AND RAILINC75 PER 5PEC5. N a' � a EXI5TING BEAM TO REMAIN EXISTING BEAM ABOVE TO REMAIN. VERIFY SIZE AND _ ____ J W/NEW PVC CASING EXISTING CONNECTION DETAILS TO ARCHITECT / ' a 0 NEW V-GROOVE PVC CEILING ON / NEW FRAMED STAIR LANDING W _j• w Z o EXISTING FRAMING PER SPECS EXISTING LOWER PORTION SECOND FLOOR TO BE / I I a = Z u. REMOVED. SHORE STRUCTURE AS REQ'D. / I ( W• 0 w o IF 7PI EXISTING 6" DIAMETER STEEL / I I a N o COLUMN TO REMAIN COVERED LIVING ROOM HALL SHOI/�l�fi� MECH. �F G� `�• N M / I N t 11 -------- ———— -- 3=W LANDING --- Q ~• Q i�Oi�Gf-F GYP. BD. FIN15H (TYP) \ I I N• I I � EXI5TING MAHOGANY DECKING ON TR. WD. FRAMING TO REMAIN \ I 1 J \ I I J v_ TOP PIN. let FLOOR --- --- --- ------------------- \ _ I --- ----- ------ — TOP FIN. let FLOOR— OF r!fi�vn ��`�.S , Ong. REMOVE EXISTING BATT INSULATION FROM BETWEEN 0 G`rS��� // / ;/ � /\/ / / JOISTS. PROVIDE NEW CLOSED CELL SPRAY FOAM \ \/\ \ \ \ \ INSULATION BETWEEN JOISTS PER SPECS. EX15TIN67 GR 6L SFG \\ \\/\ \\ \\ \\ \\ \ \ \ \ /\ \ \ \ \ ' \ / ' \ \/ \ \ / \ ' / \ \ /` '\ \% /� /\ '\ / %\ \ / \ /\ % \ \ \ \ % \ \ \ \\ \ EXISTING FOUNDATION TO REMAIN /\\\/\/ \ /\/\/` / /\ / / / /\ / / / / / `'/ / \, / \. / '\,\�' / \/ \ .// /\ / \ / \// / // \/ ; \/ / / �% /` / \,/ �, \\ ROJECT N01107 xX X /xUX \/ D/ H, \, S/ \.NC/�N\ \NIO,,//\N \� \/ '\/ \ /\ \ \/ \/\/\/\/\/\/\/\�\ / \/ `\/ \/i\/ �/ \\/ \i / /\\/ /,//\ ; ' / �/' \/\X'/'//\%/ /\ \/�\// `// /��� / : \ /\\ /\� DRAWN BY: /\/\/\/\/\/\i \\\/\/ \/\/\/\/\/\/\/\\/\/\/\� \/ \� \ / \\�\ \/\\\\\� \\\ / \/\/\/\\\� \! \/ \\ % �;/\ \�\ / / / TCS \ / / / // / , // / / / // /' /.� /, /,;/ // `/ / \/\,� ' �/ CHECKED BY: / / / / ' // DATE: 10/10/19 /\ \ / \ \ \ j/ \//\��r�\\ '\�// .\�j/�\� ' ' '/\�/��/\j%\. ''� SCALE: \'\ SCALE: 3/8 = 1' -0 \ \ ,\ \ :\ \ , \ \ SHEET TITLE: BUILDING SECTION 'B' SHEET NO: BID & PERMIT SET w Uj OUJZ Q v/ Z O O cj) Uj 0 MULTIPANEL SLIDING GLA55 DOOR w/VINYL U) FINISH Q Q W IX4 IPE DECKING BLIND CONNECTED TO REVERSE TAPERED SLEEPERS ♦♦^^ V♦ EPDM RUBBER MEMBRANE UNDER DECK $ UNDER Z DOOR SILL, WALL JOINTS SEALED WATERTIGHT O RAILING w/MAHOGANY TOP GAP ON 2x4 ea O PVC SUB-RAIL. PROVIDE STAINLESS 3/4" A00 PLYWOOD ON TAPERED AGQ 0' STEEL GABLE RAILING, WMAX. OPENING 4 SLEEPERS ON WOOD FRAMING BELOW. SLOPE 0 4 PER CODE. SEE SPECS. UNDERDECK Y4":12" TO FRONT EDGE 10Q oW • THRESHOLD AT DOOR z U WOOD FLOORING ON 3/4" THK. PLYWD. SUBFLOOR W O EXISTING STUD WALL FRAMING, Uj SHORTENED TO HIGHER GLC. c BELOW LU • r- NEA FINISH FLR. ON %" PLYWD. NEW 2nd FLR. 5UBFLR. • NEW 2x10®I6" FLR. FRAMING Y4/2x10 - — — — — — — — —————————————— BOX BEAM AT EDGE EXISTING 2nd FLR.— Ix5 PVC FASCIA ATTACHED TO ENDS OF TREATED WOOD SLEEPERS NEW PORCH FRAMING - II BUILT UP STUD WALL. OVERLAP ALUMINUM LEADER CONGEALED BEHIND FASCIA TOPEXI5TING PLATE PLYWOOD FOR CONTINUOUS LAYER _ _ _ _ _ _ _ _ EXISTING BUILT-UP HEADER CASED w/PVC ALL SIDES TJ FLOOR FRAMING w/BATT INSULATION $ V-GROOVE PVC PANELING ON CEILING OF GYP. BD. FINISH BELOW PORCH. SEE SPECS. Z EXISTING DECK JOISTS, EACH w/TAPERED j FRAMING TO REMAIN BLOCK ON TOP, CREATING SLOPED SURFACE N Q EXISTING FIRST FLOOR WALL FOR PLYWD. DECKING J c EXISTING ROUND STEEL COLUMN TO REMAIN W J. F Z 3 a a � M W. V w v> NOW M O v Q r C7 4 c O C W• N x M Q11--• V e0 cf)- Ali, Is A I Z'83 E 1"D"sk F L 2 AIL "" E "' T10"I'L U L T A I L S E C 10" R -0 F D E C K SCALE: 3/4" = V -0" SCALE: 3/4" = V -0" Al 4 1" CP 0�'J' PROJECT NO: 1701 DRAWN BY: TCS CHECKED BY: DATE: 10/10/19 SCALE: 3/4" = 1' - 0" SHEET TITLE: DETAILS SHEET NO: