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HomeMy WebLinkAbout42831-Z ��SU FOt,f�OGy Town of Southold 8/1/2019 0 P.O.Box 1179 d' 53095 Main Rd oy �' pew Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40578 Date: 8/1/2019 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 415 Harbor Lights Dr, Southold SCTM#: 473889 Sec/Block/Lot: 71.-2-4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/26/2018 pursuant to which Building Permit No. 42831 dated 7/3/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued.is: ADDITIONS AND ALTERATIONS INCLUDING COVERED FRONT PORCH AND REAR DECK ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Blackley,James&Kathleen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42831 06-12-2019 PLUMBERS CERTIFICATION DATED 05-24-2019 (�BiWiecuchi uth riz ignature r=V" TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE to 2 oy�p� 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#: 42831 Date: 7/3/2018 Permission is hereby granted to: Blackley, James 5 Hargale Ct Rockville Centre, NY 11570 To: construct additions and alterations to an existing single family dwelling as applied for. At premises located at: 415 Harbor Lights Dr, Southold SCTM # 473889 Sec/Block/Lot# 71.-2-4 Pursuant to application dated 6/26/2018 and approved by the Building Inspector. To expire on 1/2/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,621.60 CO -ALTERATION TO DWELLING $50.00 Total: $1,671.60 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Plamiing Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,195')non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. June 13, 2018 New Construction: Old or Pre-existing Building: (check one) Location of Property: 415 Harbor Lights Drive Southold House No. Street Hamlet Owner or Owners of Property: James and Kathleen Blackley Suffolk County Tax Map No 1000, Section 71 Block 02 Lot 04 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: $ w p cant Signature so Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® ao roger.richert(�D_town.southoId.ny.us Southold,NY 11971-0959 C®us�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Blackley Address: 415 Harbor Lights Drive city,Southold st: New York zip: 11971 Budding Permit#. 42831 Section: 71 Block: 2 Lot. 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Platinum East Electric License No: 34091-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 61 Ceding Fixtures 34 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt $ Wall Fixtures 22 Smoke Detectors Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 41 CO Detectors Sub Panel A/C Blower 2 Range Recpt 30A Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt2-30A Emergency Fixture Time Clocks Disconnect 200A Switches $Q Twist Lock Exit Fixtures �] TVSS Other Equipment: Range Hood, 1- Paddle Fan, 4- Bath Fans, 200A Transfer Switch, 8- ARC Fault Circuit Breakers, 1- Combination GFCI /ARC Fault Circuit Breaker. Notes. Inspector Signature: Date: June 12, 2019 0-Cert Electrical Compliance Form.xls rc J;f so Town Fall Annex 'I`elephone(fi3Ij-7b5-,1$02 54375 Main Road Fax(631170-9592',':- P.O.Box 1179 r, ' Southold,New York 11971-0959 ® a� fir`• " olycp �► EC 51V� � _ BUDDING DIIPARTA4ENT •_ TOWN-OF SOUTHOL D MAY 2 4 2019.Ew,l CERTIFICATION Date: 5-12 Vhq Building Permit No. L/2 8 31 Owner-: _glach ley (Please print) Plumber: grad >Pie(Uth (Please print) I certify that the solder used in the water supply system contains less th_ an 2/10 sof I%. lead = - . lumbers Signature) _ Sworn to before me this LJ day of 20Iq S , t Notary Public, County TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN'SUFFOLKCOUNTY COMMISSION EXPIRES JUNE 30,2hi�- soil how yO� * # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm NE'' 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING R MARKS: — O0 , DATE 10 INSPECTOR SOUrho h� l0 # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1602 INSPECT ON [ ] FOUNDATION 1ST ROUGH PLBG. [ ] F UNDATION 2ND [ ] INSULATION [ FRS /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ;r—,Af#,A I I IV VON,DATE ANSPECTOR OF SOUlyO6 # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , [ ] FOUNDATI N 1ST ROUGH PLB . 4ZII- [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE.SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE 1 1-771 INSPECTOR)()�7( so # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION -. ] FOUNDATION 1ST [ ] RQlJGHPL13G. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY -[ ] rlREE AFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ SISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: (JAV 6la 0j77Fea r DATE 14WItf, INSPECTOR SOUIyo * # TOWN OF SOUTHOLD BUILDING DEPT. comm", 765-1802 INSPECTION [ ] FOUNDATION 1ST [/FINAL H PLBG. [ ] FOUNDATION 2ND [ ATION [ ] FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Yv�� DATE J INSPECTOR OF SOUlyO`o TOWN OF SOUTHOLD BUILDING DEPT. cou765-1602 INSPECTION FOUNDATION 1ST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE /q1 47 INSPECTOR`�C Pontino, From: Rachel Terry ••. • Wednesday, 1 • • • Pontino, John BurgherCc: Shane Subject: Blackley 42831 Hi guys, Attached you will see the picture for :lackley-415 Harbor Lights : ' #4283picture is for proper pool barrier that has been :• and this was the final piece missing before the C of• was to be issued. Please let me know if you are in need of anything else. If you • • give me a shoutof• is ready, • • be Rachel mew Rachel Terry f • c -..•a■-t .ROi'i•�'�e 'Y. � •ilii■iirir swa■irrrfir• i . •. . r , ;<.Irl.t+r.-■t .r•ra■■a1•- .s .�rra•w■•tu f • .■i■i -� , ,-- - ..■■f■r■fr. .■�• 1 1 � 1-Iriirr■ar• 6 .■■t11� 't.•. � . •r. �wwr _ • i ,-r 1 , 1 ,wr■r•••■■• f+� .••■•.s ♦. - 1■••. 1■■i■■^ - • 11f111Jr■r■Y!•bt !•I• . ...■R R i t R f r• trr■■:■•■r■■■t ..xr.■Rr.e uwr. ...._ .■.r•rr•■Ra t r C. J.P. HUNTER ENTERPRISES,INER �WOOD FLOORING HUNTER INSULATION ■ HUNT 675 Elton Street,Riverhead,NY 11901 (631)283-4120 fax(631)283-4163 May 24, 2019 . D JUN - 6 2019 RE: 415 Harbor Lights Drive Southold ' To Whom It May Concern, This is to certify the above referenced house was insulated as follows: Insulate roof with 8" R-30 open cell foam. Insulate walls with 2" closed cell foam with 3 %2" fiberglass R-25. Insulate garage ceiling under heated area with 9" R-30 kraft-faced fiberglass insulation. Insulate 2 x garage wall with 6" R-19 kraft faced fiberglass insulation. Sound deaden between floors with 6" fiberglass sound batts. Insulate basement ceiling with 6" R-19 reversed, secured with tigers teeth. Sound deaden all interior walls with 3 %" fiberglass sound batts. Insulate flat open ceiling with 6" R-19 kraft faced fiberglass insulation for sound. Low expansion foam at windows and doors. Fire caulk all penetrations as per code. Sincerely, o��Ew YORk SAMV,, COG � O Kenneth Brauner Y U 01a3�',�G R ST FIELD INSPECTION REPORT ATE COMMENTS fvry ,m tdofl00 FOUNDATION(IST) H ------------------------------------ 'FOUNDATION (2ND) � z i 1 1 k o ROUGH FRAMING& PLUMBING y N v � a INSULATION PER N.Y-. STATE ENERGY CODE ri FINAL 00 ll ADDITIONAL COMMENTS O 13l u Q-' z - —o (� c -5WJ lee a � H ® z d H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTowu.NorthFork.net PERMIT NO. ® 1 l Check Septic Form N.Y.S.D.E.C. Trustees Flood P6rmit Examined ,20 Storm-Water Assessment Form Contact: Samuels &Steelman Architects Approved ,201 Mail to: 25235 Main Road Disapproved a/c utc ogue, NY 119 Phone: 631 734-6405 Expiration .20 D a Bui specto ,SUN 2 6 201 APPLICATION FOR BUILDING PERMIT Date June 13, 20 18 BALDING DEPT. INSTRUCTIONS TQ OF soUTHOLD a. is application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations, for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances, building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. a (Signa re Vof Napplicant 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 James and Kathleen Blackley (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. 45819-H North Fork Wood Works Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: - 415 Harbor Lights Drive`.,' .i - ui. L', wthold ° House Number Street 1 ,.J��`'� .:}•�j,.t°,s .,i•i e/'.{.1••L Jr.ft..r],' i t•:Pi? ,,r:; County Tax Map No. 1,000 Section` 71 I' ''`f` ` a1iBloc S'02Lot 04 Subdivision ---- `3`y 'l :Fil'�d'1VIap'N6: ---- Lot ---- f 2. 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 Same 3. Nature of work(check which applicable):New Building Addition x Alteration x Repair Removal x Demolition X Other Work (Description) 4. Estimated Cost ---- Fee --- (To be paid on filing this application) 5. If dwelling,number of dwelling units one Number of dwelling units on each floor ----- If garage, number of cars existing two ' 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. ---- 7. Dimensions of existing structures, if any: Front 58'-10" Rear 55'-3" Depth 58'-4" Height 25'-11" Number of Stories two C—lVk? POP—�1�m 011 Dimensions of same structure with alterations or additions: Front 58'-10" Rear4 Depth 58'-4" Height 28''1" Number of Storie'Ll" Itwo 1 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 100' 200' t- •. Depth (,gag 9. Size of lot: Front 100' Rear De th �'�`J � 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated R 40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded?YES NO X Will excess fill be removed from premises? YES NO X James & Kathleen BlaI 5 Har�ggale Ct. 14. Names of Owner of premises jk� yessRockville Ctr.NY1157(lPhone No. 516 238-8053 Name of Architect Tom Samuels Address 25235 Main Rd Cutchoghgne No 7 4 mns Name of Contractor North Fork AA/nnri VVnrkc Address Southold Phone No. 631 298-7900 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 ad-ached: Southold Town Trustee Wetland Permit(9008A) 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 SS: 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 _Y6Je- LAUREN M MCKISSTW NOTARY PUBLIC-STATE OF o ary blic No.01 MCAMM Signat e of Applicant Oualdied in Suffolk Cu My Commission Expires May 23, 2020 A,7 ®F s0�r� Michael J.Domino,President ao� O 1 Town Hall Annex John M.Bredemeyer III,Vice-President 54375 Route 25 Charles J. SandersP.O.Box 1179 \ vs Southold,New York 11971 Glenn Goldsmith ® O � Telephone(631) 765-1892 A. Nicholas Krupski l/�c n�� Fax(631)1765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD f' Permit No.: 9008A Date of Receipt of Application: March 28, 2017 Applicant: James & Kathleen Blackley SCTM#: 1000-71-2-4 Project Location: 415 Harbor Lights Drive, Southold Date of Resolution/Issuance: May 17, 2017 Date of Expiration: May 17, 2019 Reviewed by: Board of Trustees Project Description: For proposed additions to the existing two-story dwelling consisting of constructing a new 116sq.ft. front porch; a 1,059sq.ft. addition to existing second floor; an 84sq.ft. addition to the existing first floor; and to add a 76sq.ft. addition to the existing 469sq.ft. deck attached to the seaward side of the dwelling. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared by Samuels & Steelman, dated February 1, 2017, and stamped approved on May 17, 2017. Special Conditions: None. Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other-agency. ' e Michael J. Domino, President Board of Trustees Michael J.Domino,President �'QF SOUjTown Hall Annex John M. Bredemeyer III,Vice-President ,`O ��� 54375 Route 25 P.O.Box 1179 Glenn Goldsmith J�[ [ Southold,New York 11971 A.Nicholas Krupski G Q Telephone(631) 765-1892 Greg Williams �O �� Fax(631) 765-6641 CCUNTY,� � BOARD OF TOWN TRUSTEES JUL - 9 2019 �t TOWN OF SOUTHOLD 1 MDI M DEP' CERTIFICATE OF COMPLIANCE 0",R�; OF U # 1585C Date: July 8, 2019 THIS CERTIFIES that the additions to the existing two-story dwelling consisting of constructing a new 116sg ft front porch: a 1 059sg ft addition to existing second floor an 84sg.ft. addition to the existing first floor; and to remove existing 467sq ft waterside deck and construct new 562sg.ft. deck; relocate hot tub to be installed seaward of the shed: and to remove the shed which will not be replaced; At 415 Harbor Lights Drive, Southold Suffolk County Tax Map#1000-71-2-4 Conforms to the application for a Trustees Permit heretofore filed in this office dated March 28. 2017 pursuant to which Trustees Administrative Permit#9008A Dated May 17, 2017,was issued and Amended on July 18, 2018 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the additions to the existing two-story dwelling consisting of constructing a new 116sg.ft. front porch; a 1 059sg ft addition to existing second floor an 84sa ft addition to the existing first floor; and to remove existing 467sq ft waterside deck and construct new 562sg ft deck: relocate hot tub to be installed seaward of the shed; and to remove the shed which will not be replaced The certificate is issued to James& Kathleen Blackley owners of the aforesaid property. Authorized Signature New York State Department of Environmental Conservation Building 40-SUNY.Stony Bsocir,New York 11 -2355 Telephone(316)444-0368 Facsimile (516)444-0380 John P.Cohni Commissioner Mr. Robert Stickle %november, 20, 1998 62 Lakeshore Blvd Massapequa, NY 1-1758 Re: 1®4738-02053/00001 Harbor Lights Drive SC°TM#1000-71-2-4 Southold Dear Mr. Stickle: Based on the information -you- have-_siamJ itteid,'-tie- Decd '.L rX 'State Department of Environmental Conservation has determined at: The property landward , of the bulkhead greater than 10feet in length, constructed prior to 8/20/77, as shown on the survey prepared by Joseph Ingegrao dated 8/11/98 revised 9/2/98, and confirmed by Department technical staff -to be evidenced on Tidal Wetland Hap#718-546 and: IR/BW#724, is beyond Article 25 (Tidal Wetland) jurisdiction. Therefore, in accordance with time current Tidal' WetlandLand Use Regulations (6NYCRR Part 661) no.perm t is required under he Tidal Wetlands Act o Please be advised,_ however, that no-cons reaction, sdentation, or disturbance of any kind may take places award of the tidal wetlands jurisdictional boundary, as indicat d above, without a permit. . It is your responsibility to ensure that all- necessargr, precautions are taken to prevent any sedi mesa ation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining ache ate work area -between the tidal wetland jusi-sdictional' boundary and your proj ewt a.e� -a 15 t• :.�!z 9 -jai c e. cstar*� ;,ox� ���Q _ or e ectn9=$--- - temporary fence,, barrier, or hay bale beta r - Please be further advised that this letter does not reli yo f the responsibility of obtaining any ecessary perffiits approval from other agencies erely, IJS e - Administrator cc o BMfiPC. Mesiano, Inc.- � Y�g /f vie (e (� File Scott A. Mussell ��°SUFSTOR.1��]MATIER. SUPERVISOR y MAN AG IEl\ UENT SOUTHOLD TOWN HALL-P.O.Box 1179 u' 53095 Main Road-SOUTHOLD,NEW YORK 11971 o Town of Southold 1 Y� CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOLES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ®E6 A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ®[T 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. ®ffD. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. E. Site preparation within the one-hundred-year floodplain 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. (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. 1000 Date Dwrict NAME. Tom Samuels 71 02 04 6/13/18 rnm Section Block Lot ,r�cet4 . IS-1 ' ****FOR BUILDING DEPARTMENT' USE ONLY*** Contact information. 631 734 6405 rr.�an�nme.i Reviewed By: — — — — — — — — — — — — — — — — Date: Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — — 415 Harbor Lights Drive El Approved for processing Building Permit. Stormwater Management Control Plan Not Required. Southold, NY Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 �guEfp�'�G' BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179, o Southold, New York 11971-0959 l � Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richert(cDtown.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION EQUESTED BY: 41-n+ Date: Company Name: &qs c r C Name: - lee-im License No.: 11011 - M E email: JQICA h as Address: eo Sour Phone No.: (a31 - -1(62 JOB SITE INFORMATION: (All Information Required) Name: /A ZS CA( Address: 09,, -3-61-17-419c-3 Cross Street: Phone No.: X31 - - R Bldg.Permit email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) �� T+ ReYUO Circle All That Apply: (f Is job ready for inspection?: YE NO Rough I Final Do you need a Temp Certificate?: ES / 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 nd Request for Inspection Formals J Town Hall Annex Telephone(631-1802 54375 Main Road Fax(631)734-9502 P.O. Box 1179 Southold, ICY 11971-0959 BUILDING DLOARTIVItNT „ . NOTiCE-OF UTILIZATION OI±TWSS'I YPE-CONSTRU', TION, [IRE-ENGINEERED W0015 CONSTRUCTION,AND1.MT1WER CON8,TRUCTIQ Date: Owner:a %t Location of Property: Aljr- Please take notice that the (chedk applic6ble line): New residential.structure Y Addition to existing residential structure Rehabilitation to an existing residential structure to be constructed or performed at the"suEiject prolierty reference above will utilize (check applicable line): =`d ' / Truss type constructio' .(TT-) V Pre-engineered w;rand 4onstrvction°(PW) , , 7 , Timber construction (TC) in the f lowing location(s) (check applicable line): Floor framing, including girderswand beams (F). Roof framing (R) Floor and roof framing (FR) _ Signature: ,N Name (person submit ing this form):. ® ' • _ k Capacity(check applicable line): y Owner Owner representative TrussResReg15.d0cx Effective 1/1/2015 Samuels and Steelman Architects 25235 Main Road, Cutchogue, NY 11935 631 734 6405 June 26, 2018 Southold Town Building Department Main Road Southold, NY 11971 Re: Addition and Renovations to the Blackley Residence 415 Harbor Lights Drive, Southold, NY 11971 SCTM#1000-71-02-04 We hereby apply for a Southold Town Building Permit. The project preserves the first and second floor structure of an existing four bedroom residence; removes a portion of the roof over an existing two story space; expands the second floor over existing conforming footprint, and renovating the interior spaces and exterior finishes. Attached documentation includes the following: 1. Building Permit Application 2. Four (4) sets stamped Construction Drawings 3. Plumbing riser diagram 4. Survey 5. Southold Trustees permit 6. NYS DEC letter of Non-Jurisdiction 7. Erosion, Sedimentation & Storm-Water Run-off Assessment Form 8. REScheck Version 4.6.4 Compliance Certificate 9. Application for Certificate of Occupancy D -M&S af*;1�4 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. Thank you, o T m Samuels t REScheck Software Version 4®6.4 Compliance Certificate Project BLACKLEY RESIDENCE Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,689 ft2 Glazing Area 23% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 415 HARBOR LIGHTS DRIVE JAMES& KATHLEEN BLACKLEY Tom Samuels SOUTHOLD, NY 11971 5 Hargale Ct Samuels and Steelman Architects Rockville Center, NY 11570 25235 Main Road Cutchogue, NY 11935 631 734 6405 Compliance: 21.8%Better Than Code Maximum UA: 588 Your UA: 460 Maximum SHGC 0.40 Your SHGC: 0.28 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 i3rioss Area -C eprimeter Floor 1:All-Wood J oist/Truss:Over Unconditioned Space 1,951 19.0 7,0 0.035 68 Floor 2:All-Wood Joist/Truss:Over Unconditioned Space 186 19.0 7.0 0.035 7 Ceiling 1: Flat Ceiling or Scissor Truss 1,221 30.0 7.0 0.028 34 Ceiling 2: Flat Ceiling or Scissor Truss 331 30.0 7.0 0.028 9 Ceiling 3: Flat Ceiling or Scissor Truss 87 30.0 7.0 0.028 2 Ceiling 4: Flat Ceiling or Scissor Truss 330 30.0 7.0 0.028 9 Skylight 1: Metal Frame with Thermal Break:Double Pane with Low-E 10 0.420 4 SHGC: 0.26 Skylight 2: Metal Frame with Thermal Break:Double Pane with Low-E 10 0.420 4 SHGC: 0.26 Ceiling 5: Flat Ceiling or Scissor Truss 283 30.0 7.0 0.028 8 Wall 1 north elev first fir:Wood Frame, 16" o.c. 540 19.0 12.0 0.034 11 Window 1:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.27 Window 2:Wood Frame:Double Pane with Law-E 16 0.300 5 SHGC: 0.27 Window 3:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.27 Window 4:Wood Frame:Double Pane with Low-E 24 0.300 7 SHGC: 0.27 Project Title: BLACKLEY RESIDENCE Report date: 06/25/18 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\Blackley\Energy Page 1 of 3 Calculation.rck i Gross AssemblyI Cavity Cont. or e eter Window 5:Wood Frame:Double Pane with Low-E 24 0.300 7 SHGC: 0.27 Window 6:Wood Frame:Double Pane with Low-E 9 0.300 3 SHGC: 0.27 Window 7:Wood Frame:Double Pane with Low-E 23 0.300 7 SHGC: 0.27 i Window 8:Wood Frame:Double Pane with Low-E, 9 4 0.300 3 SHGC:'0.27 Door 1: Glass 91 0.310 . 28 SHGC: 0.32 Wall 2 north elev second fir:Wood Frame, 16" o.c. 546 19.0 12.0 0.034 11 Window 9:Wood Frame:Double Pane with Low-E 22 0.310 7 SHGC: 0.32 - Window 10:Wood Frame:Double Pane with Low-E 19 0.300' 6 SHGC: 0.27 Window 11:Wood Frame:Double Pane with Low-E 6 0.300 2 'SHGC: 0.27 Window 12:Wood Frame:Double Pane with Low-E 6 0.300 2 SHGC: 0.27 Window 13:Wood Frame:Double Pane with Low-E 6 0.300 2 SHGC: 0.27 Window 14:Wood Frame:Double Pane with Low-E 6 0.300 2 SHGC: 0.27 Window 15:Wood Frame:Double Pane with Low-E 19 0.300 6 SHGC: 0.27 Window 16:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.27 Window 17: Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.27 Door 2: Glass 41 0.310 13 SHGC: 0.32 Door 3: Glass 39 0.310 12 SHGC: 0.32 Door 4:Glass 39 0.310 12 SHGC: 0.32 Wall 3 south elev first fir:Wood Frame, 16" o.c. 540 19.0 12.10 0.034 15 Window 18:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC:0.27 Window 19:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC: 0.27 Window 20:Wood Frame:Double Pane with Low-E 11 0.300 3 SHGC: 0.27 Window 21:Wood Frame:Double Pane with Low-E 8 0.370 3 SHGC: 0.14" Window 22:Wood Frame:Double Pane with Low-E 8 0.370 3 SHGC: 0.14 Window 23:Wood Frame:Double Pane with Low-E 17 0.300 5 SHGC: 0.27 Door 5: Glass 20 0.370 7 SHGC: 0.14 Wall 4 south elev second fir:Wood Frame, 16" o.c. 546 19.0 12.0 0.034 16 Window 24:Wood Frame:Double Pane with Low-E 4 0.300 1 SHGC: 0.27 Window 25:Wood Frame:Double Pane with Low-E 4 0.300 1 SHGC: 0.27 Window 26:Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0:27 Project Title: BLACKLEY RESIDENCE Report date: 06/25/18 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\Blackley\Energy Page 2 of 3 Calculation,rck Gtbts'Area' eavity cont Window 27:Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.27 Window 28:Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.27 Window 29:Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.27 Window 30:Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.27 Window 31:Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.27 Window 32:Wood Frame:Double Pane with Low-E 6 0.300 2 SHGC: 0.27 Wall 5 east elevation first fir:Wood Frame, 16" o.c. 377 19.0 12.0 0.034 11 Window 33:Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.27 Window 34:Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.27 Window 35:Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.27 Window 36:Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.27 Wall 6 east elevation second fir:Wood Frame, 16" o.c. 296 19.0 12.0 0.034 9 Window 37:Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.27 Window 38:Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.27 Window 39:Wood Frame:Double Pane with Low-E 10 0.300 3 SHGC: 0.27 Wall 7 west elevation first fir:Wood Frame, 16" o.c. 377 19.0 12.0 0.034 11 Window 40: Wood Frame:Double Pane with Low-E 14 0.300 4 SHGC: 0.27 Window 41:Wood Frame:Double Pane with Low-E 14 0.300 4 SHGC: 0.27 Window 42:Wood Frame:Double Pane with Low-E 7 0.300 2 SHGC: 0.27 .Door 6: Solid 18 0.370 7 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 1 A 4.6.4 and to comply with the mandatory requirements listed 'in`the REScheck Inspection Checklist. h ? Name-Title Sigrfture Date Project Title: BLACKLEY RESIDENCE Report date: 06/25/18 Data filename: \\NAS\share\Office files\Common DocumentslACTIVE PROJECTS\Blackley\Energy Page 3 of 3 Calculation.rck SURVEY OF LOT 46 MAP OF HARBOR LIGHTS ESTATES SECTION TWO FILE No. 4681 FILED JULY 26, 1966 SI T UA TES BAYVIEW TOWN OF SOUTHOLD 64eps'70 "C FF�� SUFFOLK COUNTY, NEW YORK 0z SUFFOLK old S.C. TAX No. 1000-71 -02-04 O ., =:• nN� SCALE 1 "=20' oo' AUGUST 11 , 1998 N e'en o SEPTEMBER 3, 1998 ADDED PLOT PLAN OCTOBER 31, 1998 REVISED PLOT PLAN �o•NoN; � grok 11000 NOV. 19, 1998 REVISED SEPTIC SYS. LOCATION • , r�• •'?+c F 700 DEC. 8, 1998 REVISED PROP. HOUSE �o�' ` �;evi `;•; . • 0 pp, MAY 17, 1999 REVISED PROP. SEPTIC SYS. a °�, Xo��-r4FE` JAN. 19, 2000 REVISED PROP. GRADES FEB. 17, 2000 ADDED ROW OF HAY BALES & BUFFER z s MAY 8, 2000 FOUNDATION LOCATION )X DECEMBER 9, 2000 FINAL SURVEYl�� • • . • // / JUNE 23, 2010 UPDATE SURVEY i NOVEMBER 17, 2010 ADDED PROPOSED POOL & PATJO X-&4 //, / JANUARY 5, 2011 REVISED SITE PLAN X JANUARY 13, 2011 REVISED PROPOSED POOL X //O• JUNE 29, 2011 REVISED PROPOSED POOL OCTOBER 4, 2011 ADDED TOPOGRAPHICAL SURVEY / AREA = 20,000 sq. ft. o� 9 e; 0.459 ac. NAj / v° �Z�AN X� X //,1•c 9' Y X.&2 X• w ¢'$ OOD CERTIFIED TO: 1 p ° 2'` , JAMES BLACKLEY ' -N.r1 '3o • :_ •::•. ��°2 =// KATHY BLACKLEY I *0010 ?" Q G :.•'i' X Qm JCA, N; j. ?es• JcF' � `fig° ••..�30' •' •� // / CQty oo > >� ,CT / J J� a y P C'4RgcFF o� 0 0 I ry m 4f //a Q� p`S' <v J`� �, // / ZO Q v eO ?ee Q r 2 0CT f3a, N .• -•�. • , .. �!� F°,tic // �•. \ kgUNo jO/pec � VJ�O•: �i •� .� '. .: .• .. BQc �T // A 0�__ 64, �c 1. C• 1940 �O 9:• v Op� 4�p2 / / T `a`OFIO•�0'•SIG��� 9 ` W. j� • T I�S/ \Q • •trb` • N 2 NOTES: 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:.0 EXISTING CONTOUR LINES ARE SHOWN THUS: 8 F.FL. — FIRST FLOOR G.F1. — GARAGE FLOOR 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO167 H ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ZONE X AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD PREPARED IN ACCORDANCE WITH THE MINIMUM WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN STANDARDS FOR TITLE SURVEYS AS ESTABLISHED 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. FO THER SUCH UUSESE. AND APPROVED AND ADOPTED FOBY THE NEW YORK STATE LAND TITLE ASSOCIATION. N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITIO THIS SURVEY IS VIOLATION OF ° SE a t h a n Taft Corwin SECTION 7209 OF THE NEW YORK STA EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Successor To: Stanley J. Isaksen, Jr. L.S. IS PREPARED, AND ON HIS BEHALF TO THE Joseph A. Ingegno L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND Title Surveys — Subdivisions — Site Plans — Construction Layout TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 FOX (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 i I 5" VENT THRU ROOF I MASTER BATH I NEW BATH - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 'IVENT- - - - - - - - - - - 2" 2VENT � � -- -- -�- '- I � -- --_ —' _-- W ujx O I 1�wwlwww W I I I I mo z I I I I I z LAY LAY e3 Q�3 AG I WG I LAY O TUB I I I I I o I SHOWERLI I 5HOAER 0 ---jSECOND FLOORLu Q Lr- 0� I � Z O 3" WASTE I 3" WASTE I 2" \ENT Q L / AUNDRY I O s y MUD ROOM BATH K I TC HEN BATH � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ,►� - - - - -I - - - - - -- - - -.— - - - - - - - - - - - - - - - - - - - - - - - - - w D imo i I I I cf) j 2" VENT -J_ 2" VENT BUILDING I -t-EXTERIOR I I--- I WALL SINK FI I I I I KITCHEN I I AG LAY ( WG I I 03I I SINK LAY 11I I I I TUB I I I 06 Z. 5HOAER F I RST FLOOR Q a � FRE5H W —�• W Z AIR Z VENT W• � � wv W• N x r I 3" WA5TE 5" WASTE Q F- Ico co DRAIN LINE I TO SEPTIC TANK 3" WASTE of N E 4"X3" G.I. s. HOUSE TRAP 1 DRAWL SPACE ;rr° � PROJECT NO: 1701 DRAWN BY: UT P L U M B I PHO (03" Romk I !"S' E rrZ' 00-j"a I A' Gool" Rm""'A M— CHECKED BY: TS SCALE: NTS DATE: 6/26/18 SCALE: 1/491 = 1' - 0" SHEET TITLE: PLUMBING RISER DIAGRAM SHEET NO: Qzl�L F�SITE DATA . G COMPLY WITH ALL CODES OF SCTM # 1000-71-02-04 Dt,?...... �..�1.... �.�.; ` Z 3.� = NEW YORK STAT ,, E & TOWN CODES 16 - ; ,: r,._` ' , AS REQUIRED *.9 . v. F PROPERTY: 415 HARBOR LIGHTS DRIVE Nul -Y AT ADDRESS SOUTHOLD, NY 11971 V ! F01epi OWNER: JAMES BLACKLEY f-' ry ' KATHLEEN BLACKLEY lUt...Mw MATEES t c.',;..; F{:;:'.'..?':.:;. t �'i.i.i„'ca':; �- --- FREDERICK AND HAROLD REESE SITE: 20,000 SQ. FT. = 0.459 ACRES 3. 1,1,1 l,)�ATS�)IN' � 4�T 1 PARK AND PLAYGROUND EXISTING FLOATING WOOD DOCK 4. I ,. .. C: ,. ; ti.�?«),J �T V (GREEK OR CANAL) ZONING: R-40Uj E�. Ct ,„-L�?"v : �� ” (10. !y¢1��}�/yq EXISTING METAL RAMP ALL CO,\!STRU-_'TiO*,'1 'iF!!. KCHT THE ! '�� �� U'���I���FU� USE UNLAWFUL f_ SURVEYOR: Nathan Taft Corwin I11 �„ n r .,. 1586 Main Road lOR.K STATE. tm RESF0'. ,2LL FOR R EXI5TIN6 FIXED WOOD DOCK DESIC�� c> ; cat�sT,;uCT!oN EhR�RS. �v IT� O�-�'T C�RTIFIC�r E Jamesport, New York 11947 ow ���,���/ EXISTING 6' WIDE WOOD LICENSE # 50467 0 OF OCCUPANCY WALK AT GRADE EX 1 ST I NG BULKHEAD DATED OCTOBER 4, 2011 E�R CEP f 1FiCAVON _.. . S 64'05'10 E , W LLJ t( r': S.1 2.3 5.1 100.00 5. 1 AD CONTENTBEFORE Z i7FICATE OF OCCUPANCY exterior T titin W installed,reg"aced er 7O DER USED/N ATER �1 �F'L 'SYSTEM CANNOT repaired eh,0 �11 confo . s EXCEEU 2/10 OF 1%LEAD. to Chapter 172 6 EXISTING FLAGPOLE NOTES: clar the' 'O�"�t1 Cod-%, 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM o = Z o EXISTING ELEVATIONS ARE SHOWN THUS:m 0 a- 0 TEMPORARY STORM WATER RUNOFF EXISTING CONTOUR LINES ARE SHOWN THUS: 8 PLUMBING TRUSSPLACARDINGf�EQUIREO _ `V CONTROL MEASURE: SILT FENCE DURING F.FL. — FlRST FLOOR � � o ALL PLUMBING WASTE 7 X 6 CONSTRUCTION SEE DETAIL 1-SP2 C•FL• — GARAGE FLOOR &WATER LINES NEED wz >= TESTING BEFORE COVERING z = o z L1J LU Mo-mer door . ,:g►r:rr.-a d) x N EXISTING GUNITE POOL w ,� O tend ducts roe. ILI EXISTING TERRACE rcquired. Z � � SITE 0 RUNOFF W RETAIN STORM WATER RU EXISTING UNDERGROUND LEACHING \ Z EXISTING WOOD DECK i ,;, , ,,,; / •••� s R 236 Must provide P�I^nua� Y LU /, , . ,;.,/ o P � PURSUANT TO CHAPTER POOL w/TRAFFIC COVER TIED TO �� � \ /\\�, \ , ,///;/ Shelter..• Z w wv/MODIFIGATIONS AS SHOWN ���� �/ \� ///�\,� �., � ��� Q D,Jand Savr ger OF THE TOWN CODE. EXISTING GUTTERS AND DOWNSPOUTS N P NYS Ener C©dc — — — — — — — — — — — — w a ris h Dr %, dund.� < tu < 0 o o arb 0 V) IO 6 I �, EXISTING UNDERGROUND LEACHING POOLS K` Legh LU g I I Q TIED TO EXI5TIN65 GUTTERS AND Gj w EXISTING SHED _ _ 1DOWN5POUT5 AT EXI5TING RESIDENCE AnC ,� I 8 hor to a ire EXISTING00 EQUIPMENT i P L *-1 1 as i EXISTING SEPTIC SYSTEM TO REMAIN 1 O i �(I) 1000 GAL 5_ T!GTANK (ST) 0 NEW CRA NL SPACE ACCESS Q z a� - (5) S DIA x 3 f4,CH LEACHING POOL (LP) � D ( - ( f •••:•�1 LIMITSITS OF CLE A RING 4NEW HYAG UNITS � - AREA OF PROPOSED L AN D V Lac� mmy O NEW GOYEREO- ENTRY PORCH DISTURBANCE Yc� 10 m a 08 z r M1EW ADDITION TO EXI .4 .......... . STING E u RESIDENCE 2 - o 6 10 i N Q M Q1 tD r L(0) C AT 1 " MAP EXIST'G POWER GENERATOR I EXI5TING UNDERGROUND LEACHING POOLS Y ✓/ T1ED TO EXISTING GUTTERS AND J °ao 0 / ::: ? ` ::lc :E?>: ( I DOWNSPOUTS AT EXISTING RESIDENCE w .�• W Z 3 x W / = az < A. — — — SOIL STOCKPILE AREA D w. � � w , EXI5T'G UNDERGROUND WATER LINE 3 " NEW GO\/ERED ENTRY PORCH 2 w• 0 EXISTING DRI AY CONSTRUCTION ENTRANCE - STAGING fREMO\/E EXISTING PAVERS. PRO\/IDE NEW BY MARK McDONALD Q AREA AND FIROP05ED CONCRETE �+ / _ fRANDOM BLUESTONE PAVED TERRACE ON SLAB, TEST HOLE GEOSCIENCE �, / �, SOUTHOLD, WASHOUT AREA 0 70 AL16N GN WITH 5TA I RS N NEW YORK 11971 NEW UNDERGROUND LEACHING POOL (8' TEST HOLE DATA 7/28/98 ELEV +9.9 EX15T'G 01/ERHEAD POWER LINE N DIA x 4' HT) TIED TO NEW GUTTERS AND N DOWNSPOUTS AT EXISTING RESIDENCE 1.0 FT. DARK BROWN SANDY LOAM OL WATER METER / N 64*05'11 W100.00' OVERHEAD WNIRES 3.0 FT. BROWN LOAMY SAND SM ....-... UTILITY POLE LIL •4�.._..�_.._.._.. ._.._.._ _..------ ------ _.._. .._.._. .._.._.._.._.._.._..._.._.._ WATER GATGH BA511N 8.2 FT. PALE BROWN FINE SAND SP • VALVE EDGE OF PAVEMENT 9 FT. WATER IN PALE BROWN FINE SAND SP 22 FT. WATER IN BROWN SILTY SAND SMS �� 1 WATER IN BROWN FINE TO c7asy�^ 28 FT. MEDIUM SAND SMSk HARBOR LIGHTS DRIVE COMMENTS: WATER ENCOUNTERED PROJECT NO: 8.2' BELOW SURFACE, ELEV +1.7' 1701 DRAWN BY: W UT W CHECKED BY: TCS DATE: Qi H 6/12/18 BLACKLEY RESIDENCE SCALE: 1" = 20' - 0" LOT COVERAGE TABLE SHEET TITLE: SITE AREA TOTAL: 20,000 sf l LAa H,_ SITE " _ SCALE: 1 20'-011 5TRUOTURES EXISTING PERCENTAGE PROPOSED PERCENTAGE PLAN HOUSE: 2,642 5f 13.2 21735 5f 15.,6%0 AGC STRUG: 115 5f 0.50/0 018 5f 0.5% PORGHE5: 562 5f 2.8% 50111 5f 3.09 POOL: 5601 of 2.896 5611 sf 2.8961 SHEET NO: TOTAL: 3,871 5f 11i.4% 3,0180 of 101'.1i% BUILDING PERMIT GENERAL STORMWATER POLLUTION PREVENTION NOTES PERMANENT STORM WATER RUNOFF CONTROL MEASURE SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE Development activities for this project will consist of: 1 . Installation of temporary erosion control measures (silt fence barriers), see detail 1-SP2 2. Clearing of landscaping in areas shown on Site Plan 3. Excavation for a new building foundation (+/- 3 ft below finished grade) 4. Construction of a new foundation W Y TOP OF EXISTING GRADE 5. Construction of the new addition to the existing residence = � 6. Installation of new landscaping plants, lawns HO OAST IRON FRAME AND COVER TO 7. Removal of the temporary erosion control measures � &RADE (A5 REWIRED) co Z W � LU SITE DATA ~ TRAFFIC 5LA3 (SEE Site Area: 201000 SQ. FT. = 0.459 ACRES Z 0-1 PLAN5 FOR LOCATIONS) Receiving Waters: Shelter Island Sound 0 Contractor: N/A — POLLUTION CONTROL MEASURES 0 N % In accordance with the provisions of the Town of Southold, chapter 236, storm water management and erosion and sediment Q control measures including, but not limited to, the following shall be employed during construction: O A. Existing vegetation to remain shall be protected b installation of construction fence or other approved 9 9 p ( Y means) and shall Q OL ® ® ® ® ® ® ® ® ® DRAINAGE �3A51N FOR remain undisturbed. z 1 5IZE5 5EE SITE PLANS B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas and the length of time that areas are Z O — 3' min ® ® ® ® ® ® ® ® ® exposed. A maximum of 1 acre shall be disturbed at one time unless written permission is granted by the NYSDEC. Graded 0 } ® ® ® ® ® ® ® ® ® } and stripped areas shall be kept stabilized through the use of temporary seeding as required. Seed mixtures shall be in '— Q tu SAGE I LL MATERIAL accordance with the soil conversation service recommendations.LU lu ~ ® ® ® ® ® ® ® ® ® TO BE GLEAN SAND C. Bare soils shall be seeded within 14 days of exposure, unless construction will begin Y in within 21 days as sections are Q �� AND GRAVEL completed, or if construciton on an area is suspended, the area shall be seeded immediately. O a. Seed preparation - scarify soil if compacted, remove debris and obsticiles such as roots and stumps. Z b. Soil Amendments W O= Z 1 . Lime to ph 6.0 civ 2. Fertilize with 6600 lbs of 5-10-10 or equivalent per acre (14 lbs/100 sq. ft.) GROUND MATER c. Seed Mixtures 1 . Temporary seedlings mop"' E R M 'AmMENT WATER a. Ryegrass (annual or perennial) @ 30 lbs. per acre (0.7 lbs per 1 ,000 C-q.1TORM b. Certified "Aroostook" winter rye (cereal rye) @ 100 lbs. per acre (2.5 )bs per 1,000 s . ft. use winter a if seeding in P q ) rye 9 October/November. PRUNOFF COINTROL MEA SURE 2. Permanent seedlings - See Landscaping plans D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall be diverted away from STORM DRAINAGE RhING TYPICAA4 L cleared slopes. 06 z E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage systems. cn a Sediment barriers shall be installed along the limits of disturbance prior to the start of construction and shall be maintained until -J �. o construction is complete. LU o ° F. A stabilized construction entrance shall be maintained to prevent soil and loose debris from being tracked onto local roads. Thew. W U. construction entrance shall be maintained until the site is permanently stabilized. Any sediment tracked onto public roads to be " 01 M d removed or cleaned on a daily basis. w• G. All runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets installed on site shall be Q ~' protected from sediment buildup through the use of appropriate inlet protection. y co H. Appropriate means shall be used to control dust during construction. I. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems shall be IN cleaned and flushed as necessary. 1� AIRE EENOE A/ J. The contractor is responsible for inspection andro er maintenance of erosion control measures. Inspections ',' � FILTER CLOTH p p p must be performed every seven calendar days and immediately after periods of rainfall greater than one half inch. Maintenance o�6a �yon . II �G' G SSM measures are to include, but are not limited to, cleaning of recharge basins, sediment traps and drywells, cleaning and repair of SURFACE �^ FILTER GLOTH MIN. sediment barriers, repair of berms and runoff diverters, and cleaning and repair of inlet protection devices. DRA I NASE r F, K. During construction, the contractor will comply with all local regulations concerningthe disposal of solid waste and debris and �ELOY�I Gfi�ADE r ELOA g r toxic and hazardous waste, as well as sanitary sewer and septic system regulations. Temporary fencing shall be erected as ,,,6, shown on Site Plan along with the placement of dumpsters to control the buildup of debris. The contractor shall periodically J clean up any debris accumulated along the temporary fence and empty the dum sters regularly. �F PROJECT NO: 1701 The contractor will report any required modifications to the SWPPP necessitated by field conditions or construction activities to DRAWN BY: UT TEMPORARY STORM WATER the Engineer/Architect for revision of the SWPPP where appropriate. CHECKED BY: RUNOFF CONTROL MEASURE DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE DATE; TS EROSION & SEDIMEIMOT CN' TROL DETAILS Construction materials shall include concrete wood forms, building lumber and associated metal attachments, precast concrete SCALE: 3/23/18 septic/drainage structures, prefabricated building components (windows, doors, cabinets, flooring materials, finished roofing and NTS NO SCALE siding materials, lighting fixtures, plumbing fixtures), gypsum wall board, batt and rigid insulation, piping for plumbing, outdoor SHEET TITLE: paving materials. Waste materials shall include demolition materials from the existing building structure, unused building materials and products, SWPPP trash from construction workers meals and drinks. Project site shall have a dumpster that all waste marerials will be temporarily DETAILS stored and dumpster shall be emptied weekly by a private carting company. & NOTES SHEET NO: BUILDING PERMIT WIND-BORNE DEBRIS PROTECTION FOR OPENINGS 140T 3_ STRUCTURAL REVIEN BY STEVE MARESCA, PE FOR NALL OPENING PROTECTION OF 120 MPH 5-SECOND Voll ND GUSTS 185-0- //NEST MONTAUK H I C�+�NA",r, HAMPTON B,�YS, NY' I I ci4�0 ( MAXIMUM MEAN ROOF HF-1 CHT: 5 I) SIMPSON LSTA - 20 6A6E PHONE �J5 i X25 Q450 RIDGE STRAP - ALL ROOF RAFTERS USE/OCCUPANCY ° N V EWIOF STRAPE 0 EACH . CLASSIFICATION DESIGN CRITERIA: • IREQSHIELD REL UND RRo�6E 51 NGLF_ FAMILY RESIDENTIAL SHUTTER ASSEMBLY 1 DF-516N IN ACCORDANCE WITH AMERICAN N.T.S. •a' ° FOREST PRODUCTS WOOD FRAME FOR PANEL SPANS: 0 < 410 WIDE SPAN I CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE 23/32" (3/4") APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I HEIGHT PRESCRIPTIVE METHOD W (OVERLAP AROUND OPENINGS 4") 1 1 • ALTERNATE POSITION OFI II = 1' 1 I SHURRRIICANN 3CLIP USE S5 -O MAX I MUM GROUND SNOW LOAD - 45 PSF. Q A55EMBLY: FIRST LEVEL - 40 P5F ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w . L.L. #10x3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL I 1 LIVING AREAS - 40 PSF. L.L. WOOD SCREW ® 1611 O.G. I 1 e SIMPSON H2 HURRICANE BEDROOMS - 30 PSF. L.L. ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING. CLIP NAILED. FROM #10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-1/2 ( W/ WASHERS) I I RAFTER TO STUD. - FIRE AREA WIND SPEED - 130 MPH Z TYPICAL ALL RAFTERS MACHINE BOLT ® 12" O.G. a� 1 5 - 8d NAILS EACH END RESIDENCE: X SEISMIC DESIGN CATEGORY - B I WEATHERING - SEVERE z \ ; 1 • APA AEND ODTOPYOFOTOP O PROVIDE 8d COMMON FROST L I NE DEPTH - 36" Q PLATE. NAILS a 4" O.G. AT SHEAT EXTERIOR EDGE OF ALL TERMITE - MODERATE 'TO HEAVY •'� i TYPE OF CONSTRUCTION DECAY - SLIGHT 0 CONVENT(OVAL LIGHT FRAME MOOD ICE SHIELD UNDERLAYMENT REQUIRED - YES uj0 1 CONSTRUCTION I � lei �� ��'� LTIPLE SECTION ASSEMBLY: 06 1/4" THICK BOLTS @ 2' OG >= I , II GENERAL NOTES uj I .. z I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY O I I I I ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL SHALL BE DESIGNED AND BUILT IN ACCORDANCE i 1 I I I CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. IPLYWOOD SHEATHING CONSERVATION CODE AND LOCAL AUTHORITIES. 'TO OVER LAP BOX 14. THIS STRUCTURE HAS BEEN DESIGNED IN Q 1 - i 4 IBEAM - TOP + BOTTOM. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY J I 'SIMPSON MST2'7 MINIMUM 28 DAY STRENGTH OF 3000 PSI CONSERVATION CODE. 1 I I I I 1 I I 1 11/2" WIDE - 20 &ASE 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL Q I I I I I I (METAL STRAP 048" 00. LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. I�' 1 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE z SHUTTER ASSEMBLY DOUBLE TOPPOSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. WI 2 x 6 ®I6" O.G. PLATE STAIR AND FLOOR OPENINGS,1I1PARTITIONS, EXCEPT AS NOTED ON DRAWING. 1?. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE / O . 1 GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM C0 FOR PANEL SPANS:4' OR WIDER SPAN I ,�' 1 I 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND I FLOOR BEAMS. SPACING NOT TO EXCEED 6.0 FT. A-325 BOLTS, 3/4" DIAMETER. b. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND 23/52" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD INSURANCE NECESSARY TO PROTECT THE ENGINEER (OVERLAP AROUND OPENINGS 411 ) I I VERIFIED BY CONTRACTOR(5) PRIOR TO START OF WRAP + NAIL STRAP AND OWNER. 2x4 STRONG-BACKS a 24" OG 1 -' 1°j,' AROUND SILL PLATE 4 - 8d NAILS CONSTRUCTION AND ORDERING OF MATERIALS. THIS AT ANCHOR BOLT FOUNDATION HAS BEEN DESIGNED FOR A SOIL let. DO NOT BACKFILL AGAINST FOUNDATION WALLS ASSEMBLY: 1 ' 1 SIMPSON MST217 BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. 1 1/2" WIDE - 20 &ASE LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT 1). PREASSEMBLE PLYWOOD TO 2x41S: # 10x3" (w/ WASHERS) GALVINIZED OR I I METAL STRAP ®48" OG. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL 5TAINLE55 STEEL WOOD SCREW @ 12" O.G. 1°{ ' NAIL SHEATHING TO SILL PLATE CONCRETE SLABS TO BE COMPACTED TO q5% AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ ad NAILS a 4" O.G. RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA,. ca #10x3" (w/ WASHERS) GALVANIZED OR STAINLESS STEEL WOOD SCREW ® 16" O.G. ''''' 1. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND N Q a tO !�:,'r,'f r'''' • ret ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: 2 - #5 REBAR ::�.N..s;; • 2:x 6 SILL PLATE SUPPORTED BY DOUBLE UPRIGHTS 9.0 FT AND OVER ON EACH LEVEL OF DWELLING AS REQUIRED BY `'' P,GQ TREATED. #10 TEE NUTS ATTACHED TO BLDG. w/ #IOxI-I/2 ( W/ WASHERS) BY TRIPLE UPRIGHTS. ALL HEADERS TO BE NEW YORK STATE BUILDING CODE. J g , o �� {,� ;. MACHINE BOLT ® 12 O.G. ;j;, y,; U)a 0 w SEE FOUNDATION DWG. =:�"; . i MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. F-O " FOR DESIGN. ?..., 5/0 x 12 A.B. 048 OC. 22. ANY ALTERATION, REPAIR ADDITION OR CONVERSION TOW J •w� x w/' FENDER WASHER. 8. PROVIDE FIRESTOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT =a Lu U_ WINDOWS - GLAZED OPENING „.;,.•,,.,,I' PENETRATIONS NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE D W .O E w cf. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED Q N o PROTECTION 15 REQUIRED FOR ALL GLAZED AREAS. CHIMNEYS SKYLIGHTS, EXTERIOR DOORS WINDOWS INTERCONNECTED SMOKE ALARMS. W • N OW IN ACCORDANCE WITH LARGE MISSILE TEST OF AND DECKS ETC.. X,4 A5TM E I Qab AND OF A5TM 1886. 23. THE NYS CODES ALSO APPLY TO ACCESSORY Q F' • � CONTRACTOR MAY USE WOOD STRUCTURAL PANELS p. IN LIEU OF THE ABOVE MENTIONED WINDOWS. HOLD DOWN + SHEAR CONNECTION 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. 5C PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH II. ARCHITECT NOR ENGINEER IS NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD co cr) HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATH PANELS TO BE MAINTAINED ON SITE.FADER + SILL PLATE. SHALL COMPLY W/N't'56C CHAPTER #2304.clh FOR THE INSPECTION OR SUPERVISION OF LABEL LOCATIONS ON EACH PANEL. THIS CONSTRUCTION PROJECT. FEDERAL, STATE AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. o`y E Vii y NAILING SCHEDULE FRAMING NOTES ................................................... ... TAKEN FROM 2015 EDITION INTERNATIONAL RESIDENTIAL CODE I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4u DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR o.c. EXTERIOR EDGES AND 6 d @ 12" o.c. �' ^� �_;� �` o SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES BETTER. INTERMEDIATE. ' u PROJECT NO: �hj 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8 11. ALL INTERIOR AND EXTERIOR FINISHES FLASHING MIN. THICKNESS OR AS NOTED. 1605 RAFTER/TOP PLATE 3-16d (TOE NAILED) AND WATERPROOFING SHALL BE BY ARCHITECT. DRAWN BY: o < Io ° CEILING JO15T/TOP PLATE 4-5d (TOE NAILED) 3. ALL SUBFLOORING TO BE APA RATED 5TURD-I-FL00R, CEILING JOI5T/PARALLEL RAFTER 8-I6d (FACE NAILED) F-XF05URE I, 3/4" MIN. THICKNESS. ALL ED6E5 OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UT Ffl CEILING JOIST LAPS OVER PARTITION 1-I6d (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. FOR34CHECKED BY: GABLE ROOFS BLOCKING/RAFTER 4-8d (TOE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE TCS o Flo RIM BOARD/RAFTER 4-I6d (END NAILED) 4. ALL HEADERS 6'-O" AND OVER SHALL BE SUPPORTED CLIPS AT ALL PERIMETER JOIST TO C71RDER DATE: TOP PLATE/TOP PLATE 2-I6d (FACE NAILED) WITH DOUBLE UPRIGHTS, Q'-O" AND OVER WITH CONNECTIONS. 3/23/18 TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A TOP PLATE AT INTERSECTIONS 4 o (PAGED NAILED) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. 13. ALL PRE-ENGINEERED a .. T4 STUD/STUD 2-I6d (FACE NAILED) LUMBER SHALL BE GEORGIASCAL h HEADER/HEADER Ibd (PAGE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LV'L AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS GIRDERS A1ND SHEET TITLE: TOP or BOTTOM PLATE/STUD 3-I6d (END NAILED) 0 0 ® 8'-O" O.G. MIN. PROVIDE 2" SPACE FOR AIR .,. v ..r.; Io < o e,45 BOTTOM PLATE/FLOOR JOIST 5-I6d (FACE NAILED) HEADERS SHALL HAVE BEARING 5TIFFENER5 INSTALLED JOIST/SILL, TOP PLATE or GIRDER 4-8d (TOE NAILED) CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB p BRIDGING/ ( skylights, STRUCTURAL JOIST :2-10d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( s hts, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND h BLOCKING/J015T 2-IOd (TOE NAILED) stairs etc. ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" GABLE ROOFS BLOCKING/SILL orTOP PLATE 3-I6d LVL RIM JOIST SHALL BE REQUIRED AT FLOOR .(TOE NAILED) 0 0 � DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL NOTES & 100< o oo o to < o <,45 LEDGER STRIP/BEAM 4-1661 (FACE NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. PERIMETERS. HANDLING, STORAGE, AND ERECTION OF JOIST ON LEDGER/BEAM 3-I6d (TOE NAILED) COMPONENTS SHALL BE AS PER MANUFACTURERS DETAILS PROVIDE Sd COMMON NAILS"® 4' 0.C,. BAND JOIST/JOIST 5-I6d (END NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. AT HIGH PRESSURE ZONE - 6 O.G. HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. BAND JOI5T/5ILL or TOP PLATE 3-I6d (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. O o PLYWOOD ROOF DECKING 8d a4" O.G. EDGES, a8" O.G. FIELD "TECO" OR APPROVED EQUAL. GALVANIZED MACHINE BOLTS 12" O.G.. SHEET N0: Io < oto STRIP SHEATHING Sd (ONE/RAFTER) PROVIDE Sd NAILS a 4" O.G. AT PERIMETER INTERIOR PLYWOOD WALL 5HEATHING Sd ®4" O.G. EDGE5, 08" O.G. FIELD ct. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. PORTIONS OF PANELS IN HI6HI PRESSURE ZONES. PLYWOOD SUBFLOOR DECKING 8d a6" O.G. EDGES, @)12" O.G. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING IS AN INSTRUMENT PREPARED TO NOTE . a = 4 FT. IN ALL GASES SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE COMPONENT AND CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. 45 NEW 8" THK. GONG. FOUNDATION ON 8"x16" GONG. FTG. W/(3)#4 REBAR CONT. MOVE EXISTING W UlN INSTALL LEVEL W/EXISTIING CONCRETE PIERS FOOTING 4 FOUNDATION WALL F- 00 r----------------------------------- ------------------------- -------- ------ --------------------------------T ---------------------------------- 1 / ---------------- ---------------- / I ui (� Z I M S I % I I /; I ' La CR41NL SPACE PROVIDE 2" RAT SLAB ON GRADE i tF- cl) I I �� g �� x GUT 30"x30" ACCESS TO Q / 1 PROVIDE 7 xlb x/4 THK. I NI l 5TL. BASE PLATEI j NEW CRAWL SPACE I '; I i --------------------- W/(2)g/4 xl0" I IADHESIVE TIES I I I I I UNDER COLUMN ABOVE I _ I I PROVIDE xlb x/4 THK. I ---------------- �� - � ---- -------------------------------------- ► 5TL. BASE PLATE I I EXIST VENTS /////...,Y//i"' �/, :�%% ..,,i//�'%:.�/ ;, / /;. %//.,�% I W/(2)3/4"xlO" ADHESIVE TIES i I TYPICAL od >= ' . -------------------------- ------- -------------, UNDER COLUMN ABOVE j % I I 1 i i it v/ UJ I I XISTING I j i J I FOUNDATION J i i O I'L > WALL AND IFOOTING- - - - - - - - VERIFY EXI5TING 2x10®I6" FLOOR JO15TS A OVE- _ - - - - -wm zl� zl-3I1I TO I I Yll m W m I T I I I PROVIDE 3-1/2" 5TL. PIPE j i I� I� i I PROVIDE 3-1/2" 5TL. PIPE I / i Z COLUMN OR 8x16 CMU I �� ---� r- � r----� - COLUMN OR 8x16" CMU �� -+- I ' EXISTING I I I -T-� PEDESTAL ON 24"x24"x12" I I W 6x6 TR. WD POST ON I I PEDESTAL ON 24 x24 xl2 I 1 I I I 1 I I 1 O " 1 GONG. FOOTING. SEE I I I ® I I I I I GONG. FOOTING. SEE I v 1 24 x24 x8 GONG. FOOTING i i DETAIL #I THIS SHEET I I I 1 CR 6L SPAcCE I I I I AT NEW SIDE PORCH I I L--__J L_ J L-__- L- -J DETAIL #I THIS SHEET I ;� XISTING STEEL 1 j L-------------- , 1 I LALLY COLUMNS ON l % 1.. ..:.....-..- GONG. FTG. (TYP.) __ I I EXISTING 1 „1 I i i I I NEW AREAWAY 4 STAIRS TO I _i FOUNDATION WALL (3)a-1/2 ILVL GIRDER GRAWL5PAGE. OUT EXISTING T I AND FOOTING I U� I i i `i FOUNDATION 4 POUR NEW FOOTING, LEVEL w/EXISTINCG, AND GONG. FOUNDATION. DOWEL NEW 4 EXISTING 11:21-111�-I�� I I L_ _J I i I I I � I •• I I I I I WALL5. PROVIDE BILGO DOOR. I I I I I I 1 I ! I I I I I EXISTING CRAWL I I I I I ---------------, DJ I I I I I I I I I I I I 1 I I I SPACE SLAB I I I I EXISTING OIL L-�-J L_ -J I TANK TO REMAIN I EXISTING STAIR TO I 1 11 i i I I UP REMAIN 1 Z z > 1 1 /r---J I r`I= i EXISTING Y I I --� % -----------------------------------L------- ------- I 1 �I,\ I FOUNDATION WALL -� o % _ _ __i/ ----, -i % ,---- '-ii ./! -- m i i 4 AND FOOTING W w z 3 a z w W. I I , / v ui _ / � 4 I----------- ------------------------ v W• N 2 M U r---------------- -T-----------i I F PROVIDE #5 x 15" I � 1 , l i l Q I••' U m REMOVE I I I / I LONG REBAR DOWELS I S I 2x6 FRAME WALL II XISTING I EXISTING NEW I � 12" O.G. SET b„ INTOABOVE, SET ON SLAB 1 N (n FOUNDATION SLAB CRAWL i ” I EXISTING FOUNDATION 4 24"x24"x12" POURED WALL AND 1 I SPACE i I GROUT SOLID (TYP) W 2 I I I FOOTING I NEx10®Ib F.J. I I I GONG. PAD BELOW SLAB /L-r-,--/i--;--i-----'-i------i--/-/i/- i-i/-i---/////y .� / 1 I -------- -------------- i t - I - ----- 71 II ,i r ---------------- --------- -- ---------------- r-- ---- EXISTING GARAGE SLAB ABOVE NEW 4"x4"xY4" STEEL COLUMN i i �� FILLED AREA NEW 8 � THK. GONG. ��. g/4"xa" STEEL PLATE w/SLAB 4 STONE 1 I FOUNDATION ON 8 xlb GONG. i• I i i PAYING ABOVE FTG. w/(3)#4 REBAR CONT. EXISTING GONG PIERS TYPICAL EXISTING LVL GIRDER i I I % I = I L-- -----------------� 1 ° 01�s L --1-'• ----------------- -----------------�� PROJECT NO: I NEW 8" GONG. FOUNDATION L - ---------------- i ON 8x16" GONG. FTG 1 70 1 Y2"xa"x12" STEEL 51DE PLATES 7'-4 W/(3)#4 CONT. REBAR DRAWN BY: XISTING 4„ TSI.- 10- y2o (44” MACHINE BOLTS FOUNDATION Ip, CHECKED BY: WALL AND i I FOOTING �- VERIFY SIZE 4 DEPTH OF DATE: EXISTING 3/23/18 FOUNDATION/FOOTING IL------------------- -------------------------------J i ' SCALE: g�4°xa° STEEL PLATE ; i � �� _ 11 1/4 1 - 0 ----------------------------------------------------- SHEET TITLE: NEW 3-1/2" I.D. STEEL COLUMN FOUNDATION PLAN DETAIL ELEVATION FOUNELEJEATIOlm PLAN 1 SCALE: I" = V -0" SCALE: 1/4" = 1' -0" SHEET NO: B U I "L D lo',,m' G wFJE OR M I mp"m 5'-3Y2 12'-3" b1V2" bY2" 6Y2" EX15INC SPA 6Y2" I NEW ENTRY DECK INTEGRATE ,�' r' w/EXI5TING. PROVIDE IPE FIN15H r' �' � EXISTI O EXISTING ON TREATS OD FRAMING TERRA � WOOD D GK 12' RELOCATE EXISTING ,� I 6" PROPANE GULATOR II PROVIDE IMP50N HDUZ FOR BARB=-QUE 1 -- ------I --------- ------------------ --------------- -� HOLD-DOW STRAP Y 1 I Uj ---- 1- r------ -- --- -� W --------- -------- ------ ..1.. PROVIDE IMP50N HDUZ I i I t r---� --I--- HOLD-DOM - I O HOLD-DOW STRAP I I_ I i i i I I I I - 1 4"X4'xY4" STL. COL. 1 I I I 1 I IdJ N r �- DHG2046 DH 5046 DHG2046 i ELG3566+ I I P 1 1 I IDHG3$ 6+im DHG3056+ DHG3 56+ DHG3056 O ;E LIZi� I/ �_ DR1== =7L�/- _I% LCL _ _�Y� 1 � � 3 2x10 i / _ry > W X\ / co �9 I I Ifi ! �\ II -•_ -�I��. I , �11I, \ i li\1 --�\�1 \ I fO 7, X j h l l9 ------------------- �� KYLIGH I )-liAT H AREA., 1�i1=M0 I, KYLIGH v ABOVE 'I I/I� 15;7x15 INC F,RAAMIN� nLOj' I ABOVE '1} I I I = O KITCHEN I , \li ,I�i�, _ I t Nr FLadt:z = 1 \ FRA1�tING FINISH 2) NEW IXED SKYLIGHTS I woo CABINETRY Q �" J I �, I I /I1L __ J ABOVE: LUX #M06 BY OTHERS w it" i -_�- �� /� \, - /\ \ _ I MI Es um! WOOD FLOOR I , (� -� I r� I -, X 1 STING Q I (3)II-7/8 LVL ----- - - ------ -� B DROOM _ a I 8x1 T LE t L w/TOP TJI s - � � - NE WODD FLOOR O / RE OVE SOFFITS >mm I N I I I r I GO LETE. ROUTE �,� II CONTINUE BEAM I I I I I I I I HV G THRU I - co Uj o 11-7/5"T_11/560@161 F.J. _L���� j FROM COLUMN TO j j I M j j CD COLUMN I I WOOD FLOOR I I bY2 wine I BA EMENT � kin " u 4 I g i 1 r 1122" I 8'-O" 1 4x4 xY T oL. ---- -----I I 4..x4"XY4" 5TL. COL. I I 1 I I 1 'I'_I.. I ' O I o 3'-OY2" ' R/F N I ----- � I IL I I I I I I o -----i 1_---WIBx'il_Z 1.- �wLTOP SJI's----� L--------- I hd — j) GL �� ,i i I i I i I --------- Z-10) O I I I I I - I %. �- ---- ' LVL GL'J % =====GL=====___ 0 N Z IL 1 1 I ----- 1 r �0 + SHELF 4 POLE N W D „ I II I I RNAMENTAL BEAMS III 1 + O M a /� I Il I I ABOVE SEE INTERIOR 1 I V I BATH ,� I II I I , Q 1I -- - =ry = TILE FLOOR ° `�� _41jI GA FIREPLA4Eiw/TV i I ELLE - � O }1 LOWER �8© I AB VE. CABIIt R�� I in ^� GEILI G I BY OTHERS 111 I I Ill O _ _ _ I _ II I � I } I I B = -------------- % SINK ' ----tQ --------+1��= - -----QI---- ----- --------� I� _ _ _ REMOVE EXISTING F_IN15H P_ VIDE ' ----__ ---__ __a-- __-_' --____--Ir �- _ lA ID_. W - --------------- Q _ 5 - - - - - - - — - - �,a-r - _- ,1, z �p 0 r - NEW CERAMIC TILE FLODRI G, i DRAIN UN R WASHER I it I I III z i FLOOR Or -R3ATH r' �� d) 1 BY OTHERS 1 tL l lo , I - I 1 1 1 1 1 I, I LI�INo ROOM _ F':EMOVE EXISTING TILE I I� O -___--_ m 4x4 CASE w/PVC FOR I _ II-7/8"TJI/360®16" F.J. I �I 8 " 111 r I - ITr � 7-7 I;: I WO D(FLOG _ FLOOR. PROVIDE /4 I 1IL r i0 6X6 FINISH POST 1 -- + ii r I ® PLYWD. UNDERLAY FOR I I� LAUNDi�Y/ - _ EW II I I OI NEW WOOD FLOOR. I if 4 upon t ------- - i Q 'Y MUD ROOM LL5 I I I i �I 111 u above i dJ - ± --- I HOWN ��\I I I I x O \ ------- \�� GSI = NEW STAIR w/TR. WD. DNI I x TILE FLOOR I; I ARK F�-I ° p �T I (V I I Imo, I 1 o I I FRAMING 4 IPE TREADS. I m ii; CABINETRY R� 1 I I I '1 J = 11 I�, PROVIDE G RAILING I - It, BY OTf-�ER i' _ _- -------J ---------� -------- I I I - - 0 x8- i I, --------, r---------r, --------------------, I 6+ I I 5HELF40 E O = otS Z- __S.LL�7 ry ++, Ln i SHELF - - - �• i zQ LJ —__----- ' V) Q• m y �+ 3-I/2x11-'t'1/8 APB HWuD_ \ ®\ AUTOMATIC, DEHUMIDIFIGAT J o I I 111 I t0 I . y Q 0 c' I TING WALLS XISTING STAIR TO MAIN = LU J. U ; K 11 C9 H O >- m I L J I I I :� r� o w z I .fl I I TO BE REMOVED v�1 4%S� %1 1 _ Z U. 1 I Q I I (4)2x6 POT (4)4X14 POST _ ,i' 1 1 1 W• V 1° BOILER 1 �0 I dJ I I /� 1 1 .__�L 11 0 M I x- I I 5-1/2'1x11-"I/8" FLUSH F. . /'� 11 I ---_ GUEST !, a N O 4 3-1/2X11-7 A I ® I --__ _ �___� __ __ / -` N VERIFY LAYOUT r --- - - ---- ----- - --- -- -- -- - --------- I - �/2"xTl=?/8 �LTJ5F1 P.B. - OF MECH. ROOM WITH PLUMBER, HVAGI -- 1 / GAS)=D bPENING 0 I \ \ r W WOOD FLDO rl�------ "' SUBCONTRACTOR PRIOR TO FRAMING 1 I % I) I i F—• U m _ I I TILS /� \� ,`+\/ I J / X, GAME TABLE I % L.4COR 00 401 >0- �� I -}- 3)2x6 POST EW STAIRS � /\1 i\ �I / GLI I I ------- / PRO E SHEAR SUPPORT: 5/4' 24" BUILT-I H w/OAK TOP N \/ x 11 PLY OD OVER EXISTINS MDF PANELING w/TYP. BAS 1 i��/ Ol �1 I I G ON THIS WALL DHC, 51+ PRO I E I LAYER �/8" TYPE "X" GYP. DHG2646 DHC, 646 DHG2fi46 D. WALL/GLC. BETWEEN GARAGE I r lU- I = O� HALF COLUM AT WALL 1 RR ®ICJ q ( HATCHED AREA: PROVIDE C-0 Z� �Cc �a� I % 4 ENCE, INCLUDING MECHANICAL I ^' U iv A OR FIRE SEPARATION 1 I 1� - NEW FLOOR FRAMING 4 0, , F`°'•_ F°; �(P FINISH. D PRESS FRAMING MOVE EXISTING VINYL SIDING PROVIDE NEW 30# BUILDING. PAPER y' N EXISTING GENERATOR TO I I x , REMAIN I x .fl FOR TILE ON MUD SLAB, TO 4 RED CEDAR SHINGLING PER SPEC S. &ARA&E ' FRONT I FOR I H BE LEVEL w/WOOD FLOOR 1 j 1 ------ - ---- ` STONE A 5 PROJECT NO: " 1 1701 I _ TL. RAILING, BOTH SIDES DRAWN BY: I 1 ; EW STONE PAVED PORCH TS =ry ON CONC. SLAB CHECKED BY: I ; � -1 5 EW PORCH WITH CASED COLUMNS, BEAMS. PROVIDE ROOF ABOVE DATE: TYP. OVERHANG TO MATCH EXISTING 3/9/18 "XISTI�G WALL TO REMAIN 1 REPLACE EXISTING PAVER TERRACE SCALE: - 1 0" 1 ii w/NEW BLUESTONE TERRACE TO _ _ CURB, SAME WIDTH AS STAIRS SHEET TITLE: 5'4/2" 51-011 1:21-01' \\__PROVIDE NEW OVERHEAD DOOR. SEE ELEVATIONS 4 5PEG5. 6Y2 6Y2 bY2 FIRST bye„ FLOOR PLAN FURST FLOOR L SHEET NO: SCALE: 1/4" = V -0" 42'-:;V:2" .11-511 I I'_�y211 IT-40y2" 51_i11�211 by211 4V211 V—NEN ROOF FRAMING AND FINISH COMPLETE I W SECOND FLOOR- --EDGE OF EXISTING SECOND FLOOR LOW WALL 4 GABLE I EPLACE EXISTING RAILING WITH w Y RAILING w/MAHOGANY NEW TO MATCH MASTER BEDROOMLu TOP RAIL 13�Tp�� ROOF DECK RAILING Z 0 ---------------------------------- -------------- ----- ------------------------ O ~ W Z ROOFFPECK ROOF DECK Z IPE DECKING ON O SLEEPE OVER b EPDM MgMBRANE b GP306 0 GP60610 rDHG�32RDHG3251 DHG 851 GP1 610* DHG 851 I 3)2x10 HDR it (3)2x8 HDR. I (2)2x8 HDR (3)II--1/8" LVL R TRAM OM _ BENCH l�i/I300K,SHELF `♦ I j (3)2x8 HDR. R DOO BE6oK5EE INTEkto p/I i o d 08 {, I 10 FT. GLC, SLOPES �L ATION5 / I TO EDGE ♦ ��J �I i 2xI0 LAYOVER PLATE STAIR / I LuZ ON LOWER GABLE MALL I \�ij,v� X15TIN6 ROOF FRA INC ABO,/E TO REMAIN ♦ �� ®I 1 N I SUPPORTING NEW F MING AS 5HOWN O ` � 01 _ i 2x10®Ib" R.R. _ _ 2XIOSib" R too 17) o * STUDY MASTER10 1 2x1016" R.R. o BEDROOM I - 2x8@ Ib G.J. I p _ , x8®I b_ G.J. O N FLOOR ` I I 11 - -� o -. I ®8-O A.F.F. 6— ba'-O" A.F.F. - O = N _ _ 2x10®Ib" R.R. ♦ O+ i _ _ 2x8®I b" G.J. _ 1 _ _ _ I N _ II / Z o _ _ 2x816" G.J. ♦ - —� I DNLu G EST NEW 2xb WOOD FRAMED �8'-O" A.F.F. i QI �/ QED � W WALL WITH /8 PLY WOOD _ Q SHEATHING, 30# BUILDING ♦ i '�� OCI %�. II-'7/8" LVL I GE It uji PAPER AND CEDAR 5HIN6LE5 - ♦ i7►1 I I I♦ (3)2x4 POST B - I - co ti.:.. -rte' - - - - - - - - - - I II-'i/8" LVL RI GE "�`4 dJ _ '� i i ♦ i I-------------- y--- SHELVING 3'-4" i 1 ti = i i32"x8 �C------------ �0 --- N I ;; PROVIDECL CD /y ry� �I i ATTIC Q MASTER ILI V' M 2 E3TH pI i HATCH O �� Q i ABOVE = XI I X o N KATHY'Sn OBepelonw to } ___NEN BAT- L �o� II u 06 Z.+ CLOSET MOOD FLOOR c) , Q• M ♦ to p II JIM5 II II II J �• CLOSET y a o M -it _ �� _ 2 _@ 16II O.J. _ I I— - - - H 3 v 0, } 0 I i i i @ I -O" .F. . W J ~ 2 a i FLOOR MOVE EXISTING FLOOR FINISH. . ELF ND POLE w In _ v( )2x . PROVIDE NEW CERAMIC, TILE FLOOR a m ON WONDERBOARD SUBSTRATE. W. N U AWN2020 AWN2020 DHG2640 DHG2640 DHG2640 DHG2640 DH 640 DHG2640 Q I NFILL PORTION EXISTING ROOF to N I WITH NEW FRAMING AS REQUIRED I I I I I I I I I _ EMOVE EXISTING ROOF SHINGLES PROVIDE 30TH BLDNG PAPER AND ' NEW ASPHALT ROOF SHINGLES REMOVE EXISTING ROOF SHINGLES PROVIDE BOTH BLDG. PAPER AND NEW ASPHALT ROOF SHINGLES I PROJECT NO: I PER SPECS. ' EW PORCH ROOF 1701 ' DRAWN BY: I ' I TS I CHECKED BY: I I DATE: 3/23/18 I I SCALE: 1/4" = 1' - 0" 01 SHEET TITLE: I I'-611 a 1_ 11 I I' by2" '-O" 12'-0" SECOND FLOOR by211 Ipy211 AI�211 4y:2 by211 (•/y2G " PLAN 7'-5y2" 101-111 lot-Ill I p'-�2" 51_yy:2 .1k 4fl SEC614rus' FLOOR "PLAIM SHEET NO: SCALE: 1/4" = 1'L-0111 55'-56'- WUJ `-� O ------------------------------------------------------ ------------------- O ui Lu NEW ROOF EXISTING ROOF Z NEW ROOF AND DECK V I NEW ROOF O AND DECK E5 — ------------------------------ I -------------------------------- - - - - - - - - - - - - - - - - - - - - J EXISTING ROOF I Q I Z oe 06 >= Iy— I 1 1 I ♦ I V/n I I z I O NEW ROOF NEW ROOF loe REMOVE ENTIRE EXISTING ASPHALT SHINGLE ROOF. PROVIDE NEW ASPHALT SHINGLE ROOFING PER SPEC'S OVER BO# BLDG. Q Q PAPER AT NEW AND EXISTING ROOF. PROVIDE ICE—WATER i J BARRIER AT VALLEYS, WOVEN SHINGLE RIDGE, AND ALL REQUIRED FLASHINGS t EDGE TRIMS I7 O = NEW ROOF NEW ROOF LLJ1Ile O NEW B—VENT CHIMNEY FOR GAS FIREPLACE IN LIVING ROOM. I NEW ROOF PROVIDE 2x4 FRAMING, SECURELY ATTACHED THRU ROOF TO CEILING FRAMING BELOW, PLYWD. SHEATHING, GALV. MESH CONCRETE STUCCO. PROVIDE ALL REOV FLASHING I a. I I NEW ROOF I NEW ROOF I I I I I I I I I 1 NEW ROOF p� Z co Q NEW ROOF NEW ROOF Q r' - FN- 0 I I W -J• w z 3 Ioe I = Q Z w I I LU- M v Q 0 4 ------------------------ — C C W' N 2 c' ------- N — — — — — — — — — — — — — — — — — — — — — � EXISTIG ROOF F cn cl) NEW ROOF NEW ROOF -------- ----------------- - - - EXISTING ROOF EXISTING ROOF I C1EW YO << cJ G. S". li�,,. t'. i•a�Yom;", NEW ROOF NEW ROOFt I I �U I PROJECT NO: 1701 DRAWN BY: TS EXISTING ROOF I CHECKED BY: I I DATE: 3/23/18 I SCALE: I 1/419 /4„ = 1' - 09 1 SHEET TITLE: FOUNDATION PLAN r 0 Of m 0 Vm& L 'An ll\Ml m — SCALE: 1/4" = V -0" SHEET NO: x5 ORNAMENTAL OUTRIGGER SEE WALL SECTION PVG PANEL SIDING WITH (2) 114"x V2" PVC, BATTENS @ 5" O.G. Ixb PVC, FRIEZE — NEW FRAME CHIMNEY w/ STUCCO FINISH I SEE SECTIONS FOR ROOF DECK DRAINAGE I _ SELF SUPPORTING 2' OVERHANG I �i ROOF WITH PVC V-GROVE SOFFIT N NEW ROO I WLLI O 0 O W cl) Z A N30 0 A 30 0 A N30 0 A N30 0 � Z 1x6 PVG FASCIA w/GUTTER PER 5PE05 O Ixb FRIEZEFIF 11 ILI a -6" ----CU5TOM PLANK AND PERMANENTLY FIXED TOI LWSALL. LU HUTTERS Q DHG3851 GP1 10* DHG3851 DHG3251 DHG3251 VERIFY INSTALLATION DETAILSLl Q REMOVE EXISTING ROOF DECK RAILING, _ COMPLETE. PROVIDE NEW SOLID WALL G161 0 �ffP3061 iLL] ENCLOSURE WCABLE RAILING AT CENTER - - T - ROVIDE STEP FLASHING AT ROOF/WALL INTERSECTION OPENING. ENSURE WATERTIGHT CONNECTIONS 8 PROPER DRAINAGE MO6_ _- ��9N1?_PIeQQR_ SECONP FLOOR RELOCATE EXISTING SPEAKERS AND WIRING O TO NEW LOCATIONS UNDER SIDE EAVES SPK SPK XISTING FASCIA 8 SOFFIT TO REMAIN REMOVE EXISTING WINDOWS. PROVIDE DHP5046 J NEW VINYL GLAD WINDOWS w/PVC CASING 4 CUSTOM V-GROOVE 4 BATTEN DHG3866+ DHG3866+ 2046 G2046 O SHUTTERS. SEE SPECS DHG3056+ DHG3056+ DHG3056+ GP 180TTTT51DE PORCH FRAMED WTREATED WOOD, WIFE DECKING TO MATCH. PROVIDE ROOF z EXTEN51ON SUPPORTED ON 4x4 POST, CASED w/PVG FINISH WAlbAftk Mrlw IN O FLARE SHINGLES FLARE SHINGLES LLU dER-FOI�Nf�A FIRSTFLOOR PROVIDE I" GONG. STUCCO ON EXISTING FOUNDATION 1 /r► PROVIDE STUCCO FINISH ON CONCRETE FOUNDATION WALL TO GRADE 12 10 Ll N U N—A La m MIL 0 ALTER AND ADD TO EXISTING WOOD 11M. MTH ELEVAT101 M FRAME STAIRS AND DECK Y4/DETAILS TO SCALE: 1/4" = l' -O" MATCH EXISTING. SEE FIRST FLOOR PLAN x8 ORNAMENTAL OUTRIGGER 06 Z- SEE WALL SECTION r r � J �• p F 0 �:o( W J• W Z W Q W• q W Lo to N p W• co c• I A N220 A N2 20 UL - Ury0�;, WN 02 WN 02 SA�?'� DHG2640 DHG2640 DHG2640 I DHG2640 DHG2640 JDHG2640� EdHl osk Hill U= P. _ ROVIDE STEP FLASHING AT ROOF/ WALL. TYP. ( ) -------------------------------- PROJECT NO: 1701 DRAWN BY: - - ---- - D D CHECKED BY:TS REPLACE EXISTING -1'x16' OVERHEADEll 11 1 11 11 11 1 FF I DHG2646 DHG2646 DHG2646 DATE: DOOR WITH NEW DOOR DHG3851+ MOVE EXISTING SIDING. 3/23/18 DETAILED WITH PVC V-GROVE JE PANELING 4 Ix FRAME SEE SPECS. ;I PROVIDE NEW SHINGLE FINISH IMP U71WITH FLARE AT LOWER EDGE SCALE: 1/4" = 1' - 0" �i� �00 d ��NN�� I h' SHEET TITLE: _ — -------- ---------------------- ------ ------- ELEVATIONS \\----NEA STONE PAVED PORCH WITH TIMBER POSTS PER DETAIL - A 2 1 0 EW BLUESTONE PAVERS WITH THIN STONE RISERS ShOUTH ELEVATION. AND FINISH ON SIDEWALLS OF STAIRS SHEET NO: SCALE: 1/4" = V -0" I Lu LLJ0i � 0 O REMOVE EXISTING ROOFING SHINGLES, � W COMPLETE. PROVIDE NEW #50 BLDG. PAPER ON NEW/EXI5TING DECKING, BOO# ASPHALT ♦^ Z ROOFING SHINGLES, PER 5PE05. rim �/♦ O FIFT 6 LIJ DHG2640 DHG2640 — DH G2640 0 >= REMOVE EXISTING VINYL SIDING, COMPLETE. Lu PROVIDE NEW 30# BLDG. PAPER ON ---------------------------------- ---------------------------- -----_ NEW/EXI5TING SHEATHING AND CEDAR z oe SHINGLES PER SPECS. O 0 D a USTOM PLANK AND RAIL SHUTTERS DHG2646 DHG2640 DHG2640 DHG2640 DHG2640 PERMANENTLY FIXED TO WALL. O VERIFY INSTALLATION DETAILS z im W O 0 I I I NEW CRAWL SPACE ACCESS WITH BILCO DOOR OWN GONG. FOUNDATION . I I rj ---------------J WOOD FRAME CHIMNEY Y4/PLYWOOD, LATH hAb"OT ELEVAT101lu 8 STUCCO FINISH, w/INSULATED FLUE PER MANUFACTURER s CODE, FOR NEW GAS FIREPLACE IN STUDY SCALE: 1/4" = 1' -0" 11 I od z cn Q• � v v o LV J• w ? w W• QC40 W• N V cn co -JH El HH PH HG203 HG203 HG20;3 HG203 HG203 HG203 f\p G.SAIF =_-- --- -----=�'a'�==-------------------- -UL -------- ---- PROJECT NO: 1701 DHG3046 -1�1 I t IDHG3046 Hc2o3 DRAWN BY: 4x4 CASED IN PVC FOR 6" SQ. COLUMN w/BEAM TS PROVIDE NEW 30# BLDG. PAPER ON NEW/EXI5TIN6 CHECKED BY: ABOVE TO SUPPORT NEW ROOF OVER SIDE DOOR. SUPPORT ON GONG. FOOTING, ALSO FOR DECK SHEATHING AND CEDAR SHINGLES PER SPECS. ❑ _ DATE: 3/23/18 ------------------------------------------------------------- -- ---------- SCALE: -— — -- -- 1/41V = 1' - p,l SHEET TITLE: B ELEVATIONS WEST ELEV"AT101mmm 11 SCALE: 1/4" = 1' -0" SHEET NO: W �e �. O O � BATT INSULATION BETWEEN FRAMING VENTED RIDGE IN ASPHALT F— LLJ W MEMBERS. SEE SPEC FOR R-VALUE SHINGLE ROOF —ORNAMENTAL TIMBER OUTRIGGER WITH ANGLE GUT SEE DETAIL SECTION I— SELF 5UPPORTING ROOF TTG G SHEET SIDING WITH ORNAMENTAL OVERHANG WITH DETAILS \ I MATCH MAIN ROOFBATTENS SEE ELEVATIONS / u >m INDOW CEILING ui 1 Z 2L& I I O 12 I O o = ROVIDE METAL FLASHING - O WOOD ROOF DECK ON TR.WD. / I -O' AT ROOF WALL JOINT (TYP.) ! 5LEEPER5 ON RUBBER MEMBRANE / 4-1ASTER 5 E D RO O� o W ROOTING SEE DETAIL SECTIO C L O S T I �I OLu Lm ♦^ WOOD RAILIN51 �O n v♦ I EW FLUSH FRAMED GIRDER \ s DOR JOI VIDE 5MISEE PLAN FOR O S.S. GABLE RAILING WOOD FLOOR ON /4 PLYWOOD \ DECKING ON NEW TJI FRAMING SIZE DRAIN ROOF DECK ONTO ASPHALT SHINGLE ROOF BELOW, INTO GUTTER NE SECOND FLOOR x 6 FASCIA WITH GUTTER \ ALIGN NEW AND EXISTING NEW STEEL BEAM, FLUSH/ Z FRAMED WITH NEW FLOOR FASCIA BOARDS AT STRUCTURE PROVIDE ❑ PERIMETER BUILDING N Q• o NEA SLIDING GLASS DOOR ORNAMENTAL CASING BELOW a _ o _ Lj O O WJ• � zW � 17ININO/1_ IVI ICG R0001 W• a o W• cq REPLACE EXI5TIN6 FLOORING N U STRUCTURE AT EXISTING GLASS ( Q (– PORCH, WITH NEW FRAMING AND FLOORING FLUSH WITH LIVING ROO N N \ � —PROVIDE 3" SHINGLE FLARE AT PERIMETER OF BUILDING COMPLETE EXIBTIN6 FIRST FLOOR GRADE o / / / Ora• st_{� tom,'-►• \FC.d' G.Sf;.t✓,iG i \ �\:�/\-,x \x/ // // // // •l• 1j�• GR/ `! lig SF C •e lY. _yw :;1+� .,— ' \ \ \ \ \ EXISTING FOUNDATION w/GONG. \ TING FOUNDATION . SLAB TO REMAIN :.. ,,. ... ..,, ':.; : 1. .. :.•r• rs• \ \ PR JECT NO.: /\ \ \ \ :I' t:. y'•S" a.1. •� :Il••.y.. r!. .:Y. '..V'.. ..•'i' '} i:., �Y •h.•.1..•.n t..'• , :4'.•. ,}• .4.. 1701 / / / .I••.jr •a. :i baa.%•.'f J' \\/\\/\\/\\/\\/\\/\\/\/ DRAWN BY: TCS \ \ i\\ �\�\ \\\ \/ \ \\ \\/\\/\\/\\/\\/\\/\\ \\/\\/\/\\�\\�\\/\\/\\/\\/\\/\\/\\/\j�\\/\ �\ /\\�\j/\\/\\/\\/ CHECKED BY: DATE: 3/23/18 SCALE: 318" = 1'-O" SHEET TITLE: 10 U I L E) li'mmo G 3 E C T BUILDING SCALE: 3/8" = 1' -0" SECTION SHEET NO: BUILDING PERMIT Lu LIJ �e ' � O AY ROOF RAFTER FRAMING ON 2 x 12 O 7w PLATE ON RAFTERS OF MAIN GABLEViL�"•' W Z INFILL FRAMING BETWEEN z NEW AND EX15TINCG GABLES Maim FmO NEW ROOF STRUCTURE PER PLANS / j ' / 2 x 12 PLATE ON EXISTING ROOF FRAMING V) PROVIDE ASPHALT ROOF SHINGLES ON 30# BUILDING PAPER ON 3/4" PLYWOOD DEGKIN �T r_... XISTING ROOF FRAMING Q / T I BATT INSULATION PER \ INSULATION SCHEDULE— 08 � to Uj - Z —ILIE 7�7 r 71-] p Lj -ILL z j �. - � J C O _ WITH NEW EXTERIOR. WALL L p Q O R o - FIu15HE5 TUB MA TEi� - NEW FLOOR STRUCTURE ABOVE } i EXISTING SEE PLANS FOR SIZE NEW SECOND FLOOR -- - - ---- ----- OIL -(V NEW FLOOR AND FRAMING - SEE PLANS xi EXISTING SECOND FLOOR4,Mum = FIRST FLOOR CEILING EXISTING CEILING FRAMING AND — FINISH TO REMAIN REPAIR «S Z FINISHES AS REQUIRE �/� LJEI N n V/ Q• t9 r _1E �IL L�AU / I NEV� W J' w z 3 w - ~ Q Z LL _ T 2 1� uiD ROOM ROOM 4 � / _m W� W � (A Q N 0 4 N • N 2 M U H FLARE 5HINGLES 3" / \ AT ENTIRE PERIMETER � N- U mV ------- Al " EXISTING FIRST FLOOR i --- EXISTING FLOOR FRAMING WITH NEW FINISH TOP OF FOUNDATION IlkO LIE OIL \\ \\ \\ \\ J A XISTING FOUNDATION XISTING 4 G AY \ L� G // // // // r �•75 // // // / � it r,w 5LAB /\/ \ \ \ \ : ,. >' •:. \ \ PROJECT NO.:f ,• x Y ' 'v a• : :i .V -"...•. y .:1.'. ' :t. Vii,•.. •'i •4.,\ \ \ \/ � �.' 1701 i / \\\\\\\\\ \\\ \\\ \\\ \\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\\ \\\ \\\ \\\\\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\ \ \ \\ \\ DRAWN BY: //\//\//\//\//\//\//\//\// // // // // // // // � // // // // // // // // // � TCS \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\�/\/\\/\\/\\ / CHECKED BY: \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \//\ //\ //i//\/ \/\\/\\/\\/\\/\\ \\ \\ \ \ \ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\��\\ DATE: 3/23/18 i\/,� \ \ \ \ /\ �\/\/\ / SCALE: 3/8" = 1'-0" SHEET TITLE: u I A m 6k 0 E CTI 1 LE)" I IN G S 0 '1*-mo BUILDING SCALE: 3/8" = V -0" SECTION SHEET NO: BUILDING PERMIT IX(o PVC FASCIA OVER FRAMING X I, W n MI Iy N Ix6 BACKUP PVC FASCIA ON OUTRIGGER FRAMING, w/V-GROOVE LU Y. PVG SOFFIT. PROVIDE Ixb II -i�• O FRIEZE BOARD UNDER OVERHANG, FLUSH 1 I' w/FAGE OF BATTENS �j �, 6x8 PAINTED WOOD ORNAMENTAL 4, �- BRACKET, CONTINUE THRU TO SECOND O RAFTER. ATTACH SECURELY 3/4" THK. PVC SHEET PRODUCT w/I-I/2"x3/4" lo 1,-O• 3/4" THK. PVC SHEET PRODUCT w/I-112"X514" LU W PVC, BATTENS IN ORNAMENTAL PATTERN. PVC BATTENS IN ORNAMENTAL PATTERN. Z SEE ELEVATIONS SEE ELEVATIONS FINISH ON 3/8" PLYWOOD SHEATHING ON 2x6®I6" WOOD FRAMING O FLASHING AT ROOF/WALL INTERSECTION 2x8®I6" RAFTER TAILS ANCHORED Q SECURELY TO FRAMING vi/PLYWOOD noo DECK 4 ASPHALT ROOF SHINGLES BUILT-UP WOOD HEADER. CASED IN PVC, -- CIO -�• PAINTED L-d' Ix6 PVC FASCIA, 4 BEADED co L!J V-GROOVE PVC SOFFIT BELOW O 2'-0• Ra PAINTED PVC TSG CEILING Ste• GYP. BD. CEILING WINDOW CA51NG/FRIEZE TRANSOM WINDOW w/CASING O 4-1/2" THK. ORNAMENTAL BRACKET, FORMED TO MATCH O OF 3/4" THK. MATERIAL, LAMINATED INTO z SOLID SECTION. BRACKET ENDS AT TOP RAIL. U1 'j O CASED WOOD POST W/MICROLAM STRUCTURE, ^ ANCHORED TOP 4 BOTTOM y i• BLUESTONE PAVING SET IN MORTAR ON 4" THK. REINF. GONG. SLAB ON NEW FOUNDATION. MULTIPANEL SLIDING GLA55 DOOR PITCH TOP OF FLAT SURFACE Y4":12" TO EDGE I v4/VINYL FINISH BLUESTONE TREADS PITCHED TO FRONT EDGE ON GONG. SUBSTRUCTURE TO GRADE IX4 IPE DECKING BLIND CONNECTED TO REVERSE TAPERED SLEEPERS PORTION WALL ENCLOSES ROOF DECK. PROVIDE — SHINGLE FINISH ON PLYWOOD SHEATHING. MEMBRANE ON 3/4" AGQ PLYWOOD ON 06 Z. PROVIDE RUBBER MEMBRANE ON ENTIRE SURFACE TAPERED AGQ SLEEPERS ON WOOD ° UNDER SHINGLES, FLASHED INTO RAILING/ROOF AT FRAMING BELOW. SLOPE UNDERDEGK d co Q• M 4 ° ° ° ° G ° ° ° TOP 4 DECK PAN BELOW Y4°:12" TO FRONT EDGE J o THIN STONE FACING ON RISERS 4 SIDE ° WALLS OF STOOP ° a d \\ \\ \\ \\ \\ \ \\ \ \ \ \ EPDM RUBBER MEMBRANE UNDER DECK, W J. 3 x UP SIDES OF ENCLOSURE 4 UNDER DOOR a Z LL d ° : W c SILL, WALL JOINTS SEALED WATERTIGHT . M L o \ \ \ \ \ \ \ \ \ \ \\ d /� \ \ � . . ° / •• \/\/\/\/\/\/\/\/\/\/ / � � / THRESHOLD STRIP AT DOOR � W• \/\/\/ \//\// /\\/ ° : • /\\/\\/\\/\\/\\/\\/\\/\\/��\/ \/ RAILING w/MAHOGANY TOP GAP ON 2x4 � j\ \� � / / P1(G SUB-RAIL. PROVIDE STAINLESS ~ as / d ° / / / / / / / / / STEEL GABLE RAILING, vi/MAX. OPENING $" WOOD FLOORING ON 3/4" THK. PLYWD. Q F•-' v `° \\/\/\\/\\/ .d /\\/ • , �••.. /\\/\\/\\/\\/\\/\\\�\�/ / / 4 PER GORE. PROVIDE 2X4 BOTTOM RAIL 4 / / � � � SUBFLOOR N N• \/ / : : °.° �� / m STEEL BEAM w/TOP ALIGNED WTOP \\/\\/\\/ ; a OF FLOOR JOISTS. PROVIDE REINF. GONG. FOOTINGS FOUNDATION AT /\>>/ d //� a • a //�//�//�//�//�// \\ / BLOCKING ON BOTTOM FLANGE FOR NEW PORCH. SEE FOUNDATION PLAN \� \ \ \\� °. \\�\\/\\�\\�\ � UNDER ROOFCONTINUE M5HIRNANE GLE5vFLASH WATERER ROOF TIGHTG 7Z SUPPORT OF FLOOR JOISTS \ \/\/\/\ a° \/\ \\\\\\\\\\\\ \ �r NE 4V�. \ 011 c 2x10@16" RAFTER TAILS ANCHORED \ j SECURELY TO FRAMING w/PLYWOOD ° DECK 8 ASPHALT ROOF SHINGLES - - .. 1 m, .a '° ALUMINUM LEADER ON Ix6 PVC FASCIA \ \ \ \ \ \ BEADED V-GROOVE PVC SHEET SOFFIT, w/CONTINUOU5 VENT AT INNER EDGE 1°• ECT NO: 01 p TJI FLOOR FRAMING SUPPORTED ON PROJECT 2�11 MULTIPANEL SLIDING GLA55 DODR BLOCKING w/BATT INSULATION 4 1701 w/VINYL FINISH GYP. BD. FINISH BELOW DRAWN BY: TCS PAINTED WOOD CASING w/3-I/2 CHECKED BY: GROWN MOULDING ON BEAM AND ORNAMENTALLY PER FLOOR PLAN DATE: 3/23/18 SCALE: 3/4" = 1' - 0" r'2 DETAIL SECTION CK SHEET TITLE: ETAIL FOu"k E SCALE: 3/4" = V -0"2 3/4" = V -0"12 DETAILS SHEET NO: