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HomeMy WebLinkAbout42716-Z ���SUEFot��oG Town of Southold 7/21/2019 P.O.Box 1179 � 53095 Main Rd �y�j o��t� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40521 Date: 7/21/2019 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1670 King St, Orient SCTM#: 473889 Sec/Block/Lot: 26.-2-42.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/16/2018 pursuant to which Building Permit No. 42716 dated 5/23/2018 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 DECKS, SCREENED PORCH AND OUTDOOR SHOWER TO AN EXISTING ONE FAMILY DWELING AS APPLIED FOR The certificate is issued to Malloy,Peter&Perica,Mary of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL i ELECTRICAL CERTIFICATE NO. 42716 06-10-2019 PLUMBERS CERTIFICATION DATED 06-13-2019 Paul K. Swe ey A tho Signature �o�SUFFnt,r�oTOWN OF SOUTHOLD ay BUILDING DEPARTMENT y Z TOWN CLERK'S OFFICE o 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#: 42716 Date: 5/23/2018 Permission is hereby granted to: Malloy, Peter& Perica, Mary 3 La Terraza Lakeland, FL 33813 To: construct additions and alterations to existing single-family dwelling as applied for per DEC Non-Jurisdiction letter. At premises located at: 1670 King St, Orient SCTM # 473889 Sec/Block/Lot# 26.-2-42.3 Pursuant to application dated 5/16/2018 and approved by the Building Inspector. To expire on 11/22/2019. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $849.20 CO -ADDITION TO DWELLING $50.00 Total: $899.20 �ispector 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 Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual,natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. May 15, 2018 New Construction: Old or Pre-existing Building: (check one) Location of Property. 1670 King Street Orient House No. Street Hamlet Owner or Owners of Property: Peter Malloy and Mary Perica Suffolk County Tax Map No 1000, Section 26 Block 2 Lot 42.3 Subdivision Filed Map, Lot: Permit No. D Date ofPennit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Filial Certificate: X (check one) Fee Submitted: $ �� Applicant Signature pF SO Town Hall Annex Telephone(631)765-1802 54375 Main Road � Fax(631)765-9502 P.O.Box 1179 G Q �• s a® roger.rich erta-town.south old.ny.us Southold,NY 11971-0959 �'�cOUNfiY,�c� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Malloy Address: 1670 King St City: Orient St New York Zip: 11957 Building Permit#: 42716 Section- 26 Block. 2 Lot: 42.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 25 Ceiling Fixtures 1 HID Fixtures Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 8 Smoke Detectors Main Panel A/C Condenser Single Recpt 1 Recessed Fixtures 15 CO Detectors Sub Panel A/C Blower Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliancesdw Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 27 Twist Lock Exit Fixtures 11 TVSS Other Equipment, 16-low voltage track lights, 1-paddle'fan, 1-bath fan, range hood Notes, Inspector Signature: - Date: June 10 2019 81-Cert Electrical Compliance Form.xls e ' Sill �oI- Town Hall Annex :fes Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ® �O COP BUILDING DEPARTMENT = TOWN OF SOUTHOLD J U L 1 6 2019 j l BUZ DI Cw DIFF, CERTIFICATION Date: - co l 1 Building Permit No. qa r? { Owner: Pe.�e� �� d �r Per c `� . (Please print) Plumber: �`'� x (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. r (Plumbers Signature) Sworn to before me this day of J VC— , 20� Notary Public,. S VV4y"_ JIL- County MELANIE V BROWN Notary Public,State of New York No.01BR4908712 Qualified in Suffolk County Commission Expires October 19,o� OF SOUIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ UNDATION 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 AA 15 P ley . I (u DATE INSPECTOR oF soul,,O� # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 JNSPECT CCN [ ] FOUNDATION 1ST [ OUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION [ FRS /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: (, �hwv f � S DATE lolIq INSPECTOR qvi-i OF SOUIyo� * # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourmN�'' 765-1802 INSPEC ION " [ ] 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: w DATE INSPECTOR 1�odtl SOUlyO� # # TOWN OF SOUTHOLD BUILDING DEPT. °ycou765-1802 -INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] 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 �l f�° INSPECTOR Z � , �o��OF SOUTyO� # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E CTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: :ohC"6 b DATE INSPECTOR oe soulyolo # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 07 lAtOL,06--- DATE �i INSPECTORS' • SOF 50UTy # # TOWN OF SOUTHOLD BUILDING DEPT. 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 RE ARKS: JL X� G 441 DATE INSPECTO NEL--- JUL 1 6 2019 S A M U E L S & S T E E L M A N BUMDING,DEW. OF SOUTHICID July 15, 2019 Southold Building Department Town Hall Annex Main Road, Southold, NY 11971 Re: ADDITIONS & RENOVATIONS TO THE MALLOY-PERICA RESIDENCE 1670 King Street, Orient, NY 11956 BP# 42716 Z I hereby certify that the spray foam insulation in the above referenced project meets the requirements of the NYS Energy Code and other relevant regulations. I designed, specified and administered the project. Respectfully submitted, EDF tAEW yo SA/l9(i Z Qo 0183 �STERED P Tom Samuels, RA ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 7/19/2018 IMG-788665y.JPG T.�' Rte+ wr myµ♦.. RT..: �-:..s �€ ":�-y���!Y-. c f 4r' 3 _�re "wy4 � G •i ,? 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ADDITIONAL COMMENTS 01 • • JI i�A01 i • I NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F:(631)4440360 www.dec.ny.gov LETTER OF NO JURISDICTION April 30, 2018 Peter Malloy Mary Perica PO Box 476 Orient, NY 11957 Re: Application #1-4738-01108/00009 Malloy-Perica Property: 1670 King Street SCTM# 1000-26-2-42.3 Dear Applicants: Based on the information you submitted, the Department of Environmental Conservation (DEC) has determined that the proposed additions to the existing single family dwelling are more than 100 feet from DEC regulated freshwater wetlands. Therefore, no permit is required pursuant to the Freshwater Wetlands Act (Article 24) and its implementing regulations (6NYCRR Part 663). Be advised, all construction, clearing, and/or ground disturbance must remain more than 100 feet from the freshwater wetland boundary. In addition, any changes, modifications or additional work to the project as described, may require DEC authorization. Please contact this office if such activities are contemplated. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, xzz���� Mark Carrara Deputy Regional Permit Administrator cc: Samuels & Steelman Architects BOH File KewYortit Department of �`ovramu«m Environmental Conservation 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 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E,C. Trustees Flood Permit Examined 20 Storm-Water Assessment Form Contact: Samuels &Steelman Architects Approved Mail to: 25235 Main Road 7 4;Disapproved a/c utc ogue, NY 1 193b 111 gill 11f Phone: 631 734-6405 Expiration D 4 M AY 1 6 2018 Buildin I ector APPLICATION FOR BUILDING PERMIT TOWN OF SOUTHOLD Date May 15 20 18 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months,Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all.applicable laws,ordinances, building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. 7F9MW&- (SignattfiTof 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 Peter Malloy & Mary Perica (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`I 1664144 No: s ;y i r i B1�cfirici s-L,-iicense,No: Other frade!'$'ce nse,I40 �T ' 1. Location-bf iarid•"oi'i whiclijpr`oposed work will be done: Kingl,Street Orient House Nuriiber - -Street Hamlet County Tax Map No. 1000 Section 26 Block 2 Lot 42.3 Subdivision ---- Filed Map No. ---- 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 Same 3. Nature of work(check which applicable):New Building Addition X Alteration x Repair Removal Demolition Other Work (Description) 1. 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 i. If business, commercial or mixed occupancy, specify nature and extent of each type of use. ---- 7. Dimensions of existing structures, if any:Front 64'-9" Rear 84'!'3 i Depth - - Height 261-8" Number of Stories two Dimensions of same structure with alterations or additions: Front 64'-9" ej; ' Rear' ` 84'-3" Depth 60'-0" Height 26'-8" Number of Stories two 3. 'Dimensions of entire new construction: Front Rear Depth A Height Number of Stories T �. Size of lot: Front 427.91' Rear 427.35' Depth 762.51 10. Date of Purchase 2016 Name of Former Owner Holzapfel 1 l. Zone or use district in which premises are situated R - 80 12.Does proposed construction violate any zoning law, ordinance or regulation? YES NO--X- 13. OS13. Will lot be re-graded?YES NO X Will excess fill be removed from premises? YES NO X Peter Malloy/Mary P r - PO Box 476 631 745-2556 14. Names of Owner of premises ess Orient. NY 11957 Phone No. Name of Architect Tom Samuels Address 25235 Main Rd CutchcPaatie No 631 7 46405 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * 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: Letter of No-Jurisdictioi) 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) SS: 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 wor c and to m MN NItIVICO"n; that all statements contained in this application are true to the best of his knowledge and b 1N0TWf1dM18TATlb©F NEW YORK performed in the manner set forth in the application filed therewith. No.01MC634W- Sworn to before me this Qualified in Suffolk County day of M,4 201$ '' My Commission Expires May 23, 2020 otary Public Signature of Applicant Q17 l NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)44403651 F:(631)444-0360 www.dec.ny.gov LETTER OF NO JURISDICTION April 30, 2018 Peter Malloy Mary Perica PO Box 476 Orient, NY 11957 Re: Application #1-4738-01108/00009 Malloy-Perica Property: 1670 King Street SCTM# 1000-26-2-42.3 Dear Applicants: Based on the information you submitted, the Department of Environmental Conservation (DEC) has determined that the proposed additions to the existing single family dwelling are more than 100 feet from DEC regulated freshwater wetlands. Therefore, no permit is required pursuant to the Freshwater Wetlands Act (Article 24) and its implementing regulations (6NYCRR Part 663). Be advised, all construction, clearing, and/or ground disturbance must remain more than 100 feet from the freshwater wetland boundary. In addition, any changes, modifications or additional work to the project as described, may require DEC authorization. Please contact this office if such activities are contemplated. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, XVK-�Za/�� Mark Carrara Deputy Regional Permit Administrator cc: Samuels & Steelman Architects BOH File �'aamRlc ®epartmentof oroaaT;em Environmental Conservation Scott A. Russell � SUF ST01KMWA\TIER. SUPERVISOR W MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 u' 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑Iq A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. 1:19C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ri(D. 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. ❑W 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 D strict NAME Tom Samuels 26 2 42.3 5/15/18 Mme Section Block Lot FOR BUILDING DEPAR MENT USE ONLY**** Contact Information- 631 734 6405 P (T Vph—N—W) r" rP - Reviewed By b�Nbko\c�1 — — — — — — — — — — — — — — — — Date:SA 6-1 Property Address/Location of Construction Work: — 77 — — — — — — — — — — — — — — — 1670 King Street Approved for processing Building Permit. Stormwater Management Control Plan Not Required. Orient, NY 11957 Stormwater Management Control Plan is Required 11 (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 F �od D BUILDING DEPARTMENT- Electrical Inspector ti�p�$u 201 TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 �� Southold, New York 11971-0959 �y • O�� .0�� 8C elephone (631) 765-1802 - FAX (631) 765-9502 ��1c �oyoFs roger rich ert cnr town.south old.ny.us APPLICATION FOR ELECTRICAL INSPECTION - Date: .. -- - - REQUESTED"BY:-- - - - - - - -- - 1 l� - Company Name: Name: /2, (::2; v ,412/I- L(-v License No.: 7 _ C email: A oL �m Address: - i Phone No.: JOB SITE INFORMATION: (All Information Required) Name: A LLQ Address: 16 ` S 7 - �' AJ Cross Street: Pd <R v Pr u c e- L-A`\s Phone No.: Bldg.Permit#: 41� 7 / & email: Tax Map District: 1000 Section: a, tp Block: Lot: •.3 BRIEF DESCRIPTION OF WORK (Please Print Clearly) ] �o rYI �,4si 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 APPLICATIONCN f�, Request for Inspection Form-xis I i �SufF��Co�� Town Hall Annex Gy Telephone(631)765-1802 54375 Main Road k Fax(631)765-9502 P.O.Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: ✓�' �� Ib� Owner: Pe+-ICA Location of Property: l6 oCfr �t ©ri Please take notice the the (check applicable line): New coi nmercial or residential structure J— Additior to existing aGmraersial or residential structure Rehabil tation to an existing commercial or residential structure to be constructed or p-rformed at the subject property reference above will utilize (check applicable line : Truss tj pe construction (TT) ✓ Pre-enj jineered wood construction (PW) ✓ Timber lonstruction (TC) in the following locati (s)(check applicable line): Floor fn iming, including girders and beams (F) Roof fr ming (R) Floor ai d roof framing (FR) Signature: T,-Wt way Name (person submit ing this form): .Tt9M �6{,GGIik+P/�S, - • Capacity(check appli,mble line): Owner V Owner epresentative TrussRegl5.docx Effective 1/1/2015 - it pF SO!/j�,®! � o - Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® OQ Southold,NY 11971-0959 'Q BUILDING DEPARTMENT TOWN OF SOUTHOLD July 10, 2019 Peter Malloy P.O. Box 476 Orient, New York 11957 RE: 1670 King Street,Orient TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (Electrical Inspector 631-765-1802) A fee of$50.00. Final Survey with Health Department Approval. Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. nal Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer Spray Foam Insulation certification from a NYS licensed architect or engineer BUILDING PERMIT: 42716-Z addition/alteration REScheck Software Version 4®6.4 Compliance Certificate Project MALLOY/PERICA RESIDENCE Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition� Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1670 KING STREET PETER&MARY MALLOY& PERICA TOM SAMUELS ORIENT, NY 11957 1670 KING ST SAMUELS AND STEELMAN ORIENT, NY 11957 ARCHITECTS 25235 MAIN ROAD CUTCHOGUE, NY 11935 631 734 6405 Compliance: 15.2%Better Than Code Maximum UA: 184 Your UA- 156 Maximum SHGC- 0.40 Your SHGC: 0.39 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 6'r.oss;Area Cavity iz Assembly or U-F.actor 'UA Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 190 30.0 7.0 0.028 5 Ceiling 2: Flat Ceiling or Scissor Truss 338 30.0 7.0 0.028 9 Skylight 1:Wood Frame:Double Pane with Low-E 10 0.420 4 SHGC: 0.26 Skylight 2:Wood Frame:Double Pane with Low-E 10 0.420 4 SHGC:.0:Z6' Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 190 19.0 7.0 0.035 7 Floor 2:All-Wood Joistfrruss:Over Unconditioned Space 338 - 19.0 7.0 0.035 12 Wall 1 East Elevation:Wood Frame, 16" o.c. 113 19.0 7.0 0.041 4 Window 1:Wood Frame:Double Pane with Low-E 5 0.300 2 SHGC: 0.43 Window 2:Wood Frame:Double Pane with Low-E 5 0.300 2 SHGC: 0.43 Window 3:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.43 Wall 2 West Elevation:Wood Frame,16" o.c. 113 19.0 7.0 0.041 3 Window 4: Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.43 Door 1:Glass 16 0.320 5 SHGC: 0.38 Wall 3 South Elevation: Wood Frame, 16" o.c. 146 19.0 7.0 0.041 3 Project Title: MALLOY/PERICA RESIDENCE Report date: 05/09/18 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\Malloy Perica\Energy Pagel of 2 Calculation.rck - Asseml?'Iy 5 Area Cavity Cont, or U-FactoLr UA R-ValUe :R-Value Window 5:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.43 Window 6:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.43 Window 7:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.43 'Window 8:-Wood f rame.-Double-Pane with-Low-E 16 0.300 5 SHGC: 0.43 Wall 4 South Elevation:Wood Frame, 16" o.c. 302 19.0 7.0 0.041 5 Door 2: Glass 64 0.320 20 SHGC: 0.38 Door 3: Glass 127 0.320 41 SHGC: 0.38 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 the mandatory requirements listed in the REScheck Inspection Checklist. b f Name-Titid' �/ "V Signa Date o Project Title: MALLOY/PERICA RESIDENCE Report date: 05/09/18 Data filename: \\NAS\share\Office files\Common-Documents\ACTIVE PROJECTS\Malloy Per-ica\Energy Page�2•of 2 Calculation.rck Samuels and Steelman Architects 25235 Main Road, Cutchogue, NY 11935 631 734 6405 May 17, 2018 Southold Town Building Department Main Road Southold, NY 11971 Re: Renovations &Additions to the Malloy/Perica Residence 1670 King Street, Orient, NY SCTM# 1000-26-2-42.3 We hereby apply for a Southold Town Building Permit for the Malloy/Perica Residence. This project includes renovations and additions to an existing house. There is no net additions of bedrooms, and the existing sanitary system is to remain. The house and construction area is'substantially further than on hundred feet from wetlands, hence beyond the Trustees jurisdiction. Attached documentation includes the following: 1. Building Permit Application 2. Four (4) sets stamped CONSTRUCTION DRAWINGS 3. Survey 4. Storm-Water Management Work Sheet 5. REScheck Version 4.6.4 Compliance Certificate 6. Application for Certificate of Occupancy 7. NYSDEC Letter on Non-Jurisdiction 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, Tom Samuels D `="'�' �' � DD M AY 1 6 2018 ��J:�kt�� L✓ti�ll TOWN OF SOUTHOLD REScheck Software Version 4.6.4 Compliance Certificate Project MALLOY/PERICA RESIDENCE Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family .PfQ*tType: Addl[tWh Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1670 KING STREET PETER&MARY MALLOY&PERICA TOM SAMUELS ORIENT, NY 11957 1670 KING ST SAMUELS AND STEELMAN ORIENT,NY 11957 ARCHITECTS 25235 MAIN ROAD CUTCHOGUE, NY 11935 631 734 6405 Compliance: Passes using UA.trade--off' Compliance: 15.2%Better Than Code Maximum UA: 184 Your UA: 156 Maximum SHGC: 0.40 Your SHGC: 0.39 The%Better or Worse Than Code Index reflects how close to comphance 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 Cavity Cont. Assembly or U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 190 30.0 7.0 0.028 5 Ceiling 2: Flat Ceiling or Scissor Truss 338 30.0 7.0 0.028 9 Skylight 1:Wood Frame:Double,Pane with Low-E 10 0.420 4 SHGC.,0.26 Skylight 2:Wood Frame:Double Pane with Low-E 10 0.420 4 SHGC:.0:26' Floor 1:Ail-Wood Joist/Truss:Over Unconditioned Space 190 19.0 7.0 0.035 7 Floor 2:All-Wood Joist/Truss:Over Unconditioned Space 338 19.0 7.0 0.035 12 Wall 1 East Elevation: Wood Frame, 16" o.c. 113 19.0 7.0 0.041 4 Window 1:Wood Frame:Double Pane with Low-E 5 0.300 2 SHGC: 0.43 Window 2:Wood Frame:Double Pane with Low-E 5 0.300 2 SHGC:0.43 Window 3:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.43 Wall 2 West Elevation:Wood Frame,16" o.c. 113 19.0 7.0 0.041 3 Window 4:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.43 Door 1:Glass 16 0.320 5 SHGC: 0.38 Wall 3 South Elevation:Wood Frame, 16" o.c. 146 19.0 7.0 0.041 3 Project Title: MALLOY/PERICA RESIDENCE Report date: 05/09/18 Data filename:\\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\Malloy Perica\Energy Page 1 of 2 Calculation.rck - ` i Gross Arda Window 5: Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.43 Window 6:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.43 Window 7:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.43 •Window�6:,Woodframe:Double-Pane with Low=E 16 0.300 5 SHGC: 0.43 Wall 4 South Elevation:Wood Frame, 16" o.c. 302 19.0 7.0 0.041 5 Door 2: Glass 64 0.320 20 SHGC: 0.38 Door 3:Glass 127 0.320 41 SHGC: 0.38 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 RESche-cckk Version 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. j I OIM [ � ,�_ S[� O b f Name-Title• Signatur Date Project Title: MALLOY/PERICA RESIDENCE Report date: 05/09/18 Data filename: \\NAS\share\Office files\Common-Documents\ACTIVE PROJECTS\Maitoy Perica\Energy Page 2 of 2, Calculation.rck TOP OF EXISTING GRADE DRAINAGE CALCULATIONS ' CAST IRON FRAME AND COVER TO AREA OF RESIDENCE (DW-A) GRADE (AS REQUIRED) �,U•P• DRY WELL AREA x RAINFALL x RUNOFF FACTOR S1 I L DAIA (DW-A) 6-14 SF x (2/12 FT.) x 1.0 = 113 CU. FT. TRAFFIC SLAB (SEE 1 USE: (1) 8' DIAMETER x 4' HIGH POOL SCTM # 1000-26-2-42.3 PLANS FOR LOCATIONS) LAND N/F PROPERTY: 1670 KING STREET OF 25�•go s7 (I) 8 X 4 STORM DRAIN RING = 168.9 GU. FT. ADDRESS ORIENT, NY EUGENE VANDEN BOSCH \ o• PROVIDED REQUIRED \ 00, 168.9 GU. FT. > 113 GU. FT. OWNER: PETER MALLOY & MARY PERICA / � 14 0., 1670 KING ST., ORIENT, NY 11957 1 \ SITE: 271,458.53 sf = 6.23 ac _ 0 ® ® ® ® ® ® ® ® ® O DRAINAGE BASIN FOR „E N // ZONING: R-80 Q 0 ® ® ® ® ® ® ® EK ® SIZES SEE SITE PLANS I IN73 57'i �y I SURVEYOR: KENNETH M. WOYCHUKUj d z :;5. ® ® ® ® ® ® ® EK ® > AGKFILL MATERIAL r� 111111 j \ U.P. LICENSE #050882 53, EBOGUE, NY 11931 W w 1\z nw ® ® ® ® ® ® ® ® ® IL TO BE GLEAN SAND DATED 10/2116 °- ® ® ® ® ® ® ® ® ® AND GRAVEL \ I ELEVATIONS ARE REFERENCED TO ® ® ® ® ® EKED ® ® � I` N.A.V.D. 1988 DATUM 15 q 0 Uj �= A40116 GROUND WATER _ _ _ / w 1 I I 1 too �� �f cr — — Ar La L ATIO M o' I I I \ I I 1 7'C PERMANENT STORM WATER 11 II / I � ,�� a�nRd Cl) >- 00 RUNOFF CONTROL MEASURE I I I / \I �� / // �' M z 0III STORM DRAINAGE RING TYPICAL III I I / / 0 % \ ��, 0 z Imm L& w 1 NO SCALE - 1111 I► � \ ` // / // oo�'9i \ har�/Slt / \ :\� \. I II WIRE FENCE YV \ / // o \ _ LU FILTER CLOTH / o W 06 LAND N F SURFACE / FILTER CLOTH MIN. 6 OF DRAINAGE JAMES & SUZANNE DOUGLAS �'\ '/1 BELOW GRADE FLOW 15 l I ♦ \ 1 I ��, \\, \� `� Cl) o (� X15 N1�111dinerZ �\ 0 TEMPORARY STORM WATER I / / �\ \ , ���., , \�,. \'�� �;,;\\�\ o TEMPO , / / \ 1 / / oo \ \� .\ �;�., �\ .� , ,.:. ,\ \�. \�.��, �. � �., RUNOFF CONTROL MEASURE EXISTING FRAME GAtRA &E AND SHED TO 12 / \ I / / l l I O �� /�/ X14 \ REMAt I N. REPLAtGE EXISTING WOOD SHINGLE / \ 11 / / / / / �� r 2 EROSION & SEDIMENT CONTROL DETAILS ROOFS $ PROVIDE NEW TO MATCH I / 1 II / / / �-�� : NO SCALE / / I EXISTING / STAG I NG AREA AND PROPOSED FLAG ) / CONCRETE WAt5HOUT AREA / -� III I 1 i OO POLE : I I / ::\ ':^ i \ / Pyr ,13 12 13 I I I 1 i ,, '::: / / <o�� APPROVED AS�� TED W 1 ' / I I 'tom � , t / ',� •�'. . .:��:. / • 15� $ i I III // \ III 1 11 I ,'i\; / : \: , _ . / / ;����`', h� DATE: B.P.; �,,' .: ;.r .i.,, � / / `jG� ''• �" FEE: By III / I I 1 I ;;. : •;,-;• �5. / O NOTIFY BUILDING DEPARTM NT AT 000, 765-1802 8 AM TO 4 PM 'FOR THE 1. FOUNDATION LLOWNG INSPECTIONS: EQUIRED X15 i III I I I I I ' I / /• 4 '`'°�` , y 13 R=2 FOR POURED CONCRETE EXISTI 5A� IT R`I S`I(�TOM TO I LIYI,�N ;:` :: 0.00 \ I / :< ;. >... :' 2. ROUGH =FRAMING & PLUMBING ,gyp / 1 \ \\ \ / / I I I �•�- f \ t•., \ ,. ., 3. IN SULATI 4. FINAL CONSTRUCTION MUST X62� �jCISTI�IG P RMEA,BL'E D��IYEYNA�1'�\T� R�Mt41 ;\���- �, �;, ;'�� a � ',:.:�.:,•. •.;: • .� / BE COMPLETE FOR•C.O. ALL CONSTRUCTION SHALL MEET THE O�OSEI� OUTD000, SH�I�LI` \ , � �S O REQUIREMENTS OF THE CODES OF NEW I I I 1 1 1 "ORK STATE. NOT RESPONSIBLE FOR Cn Q 14� . i P 055ED LA/NP I N A�NI�/� PS \ ;'.h+: ,$, 'G\� DESIGN OR CONSTRUCTION ERRORS. Y O � o M / po PROPOSED /A,DDIy10N O �STING\�1 I I I I I I / / fi W —j• W Z W x _ SGR�EE ED/PORC/H I I � / / / COMPLY WITH ALL CODES OF = R Z LL 13,` EXISTING TWO STORY RESIDENCE TO REMAIN ` NEW YORK La STATE & TOWN CODES w• a N 'RO / / I I I I '� _ \ ' / REQUIRED AND CONDITIONS O g W, N = \ POS D WO�D D� �1G /STEPS III I I / AS ^ 00 _ TO GRAD FLOOD /i III I I I I ,'�v 'd + PROPOSED ONE STORY AtDDITION ;.,Y_ ZBA Q I SOIL STOCK PILE AREA �r RD 12— ,� ,/' ZONE//�C� /�// //�I j 1 \�� ' EXISTING FISH POND TO REMAIN TEES74/ C0 y- U \ EXISTING A CCESSOR`N' STRUCTURE TO REMAIN N.Y.S.DEC I `/ �ONt \ �\ FLOOD III / ILINE \ / / ',Blower door oZ /FLOOD/��/\ 5 ZONE AE I / I I I I �� \ / ��' +/MITS OF 4200 SF EARRING FEND LAND DISTURBANCE OCCUPANCY OR ��d ductwork ,��o�,�F� ZONES i ELEV 6 // I I I I �j \ \ / ` �'��' C. �'�� _ _ _ / / / / / ► \ \ �-� IS UNLAI�NFUL testing required. s s 10� —LI Q �� — , \ / GAVE ��- \ ` _ TEMPORARY STORM NATER RUNOFF CONTROL USE CERTIFICATE s° 0 \0 UI ( I I 1 \ �� MEASURE PROPOSED SILT FENCE DURING WITHOUT CER \\\\1 i I i �� \\` �\ �.�� / \ON CONSTRUCTION 2 OF OCCUPANCY 7 II PROPOSED NEW DRYWELL "At" 4'x8' Must provide Manuals � s� i �� 11 I / I \ 1 / \5 1 per p. -'� / I I/ w I \� \ G .1� D, 1 and S as p ix \ \\� N�c�b� ELECTRICAL NyS Energy Codec 5� II O� LAND N F INSPECTION REQUIRED Z 111111 FLOOD \1 \ / \N�\� OF / PROJECT NO: I I I I i 3 �n N E X \ � OO y DERRICK CEPHAAS 1802 ( ( \ 3 DONNA SISSELMAN CEPHAS � F3.1'�CQ!'Drh' �EQU. .Ep DRAWN BY: i IIS \\ / 13 CHECKED BY: UT 0) I II I I I W \ I PLUMBER CERTIFICATION ' TS LAND N/F iw LINE OF II 1111 + / 1 ON'LEAD CONTENT BEFORE `:.WABING DATE: II \ ANNE WYDEN FRESH 11 \\ 12 CERTIFICATE OF OCCUPANCY At�L PLUMBING WASTE 4/25/18 &WATER LINES Nvq-El7 SCALE: PEGGY C. HELLER zo NATER \\ 1 SOLDER USED:IN.WATER T5.ST'IMG BEFORE,COVERING ,�„ = 40, - O,� N WETLANDS \� •SUPPLYSYSTEM CANNOT SHEET TITLE: \�\\ XC�ED'2/1 D'OF.j% LEAD, o \\ �0 MAJOR ��� RETAIN STORM WATER RU110 F POND . PURSUANT TO CHAPTER 236 SITE All exterior lighting OF THE TOWN CODE. PLAN / Installed, replaced or SCALE: 1 " = 40'-0" rCpaired shall conform to Chapter 172 50 0 25 50 100 200 ""the Tom Code SHEET NO: I Ill loll I Ill 11119 111P Ill � BIDDING & PERMIT SET WIND-BORNE DEBRIS PROTECTION FOR OPENINGS IqOTES STRUCTURAL REVIEN B)e STEVE MARESCA, PE FOR WALL OPEN I NC; PROTECTION OE 120 MPH S-SECOND WIND GUSTS 188-0-7 WEST MONTAUK HIGHWAY, HAMPTON BA`10o'S, NY I I�t4C ( MAXIMUM MEAN ROOF HE I CHT: �) SIMPSON L5TA - 20 GAGE PHONE CSI X28 �f480 RIDGE STRAP - ALL ROOF RAFTERS USE/OCCUPANCY a - 2 x 6 TIE ® EACH RAFTER IN VIEW OF STRAP. CLASSIFICATION DESIGN CRITERIA: r � I a - ICE SHIELD UNDERLAYMENT SINGLE FAM I LY RES I DENT I AL SHUTTER ASSEMBLY 1 REQUIRED - 24 FROM EDGE DESIGN IN ACCORDANCE WITH AMERICAN N.T.5. ,a'- ° FOREST PRODUCTS WOOD FRAME uj FOR PANEL SPANS: 0 < 4'0 WIDE SPAN I CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE 23/32" (3/4") APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD l HEIGHT PRESCRIPTIVE METHOD 1 ` i ALTERNATE P051TION OF i ii (OVERLAP AROUND OPENINGS 4") 1 HURRICANE CLIP USE SE -O MAXIMUM GROUND SNOW LOAD - 45 PSF. FIRST LEVEL - 40 PSF. L.L. _ 1-- I slMPsoN H3uj ;El ASSEMBLY: ATTACHING STRUCTURAL PANEL: FASTEN TO BU i LD I NG W/ °I UJ #10x3" (W/ WASHERS) GALVINIZED OR STAINLESS STEEL I 1 LIVING AREAS - 40 P5F. L.L. WOOD SCREW a 16" O.C. 1 1 v SIMPSON H2 HURRICANE ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: CLIP NAILED. FROM S DROOMS - SO PSF. L.L. #10 TEE NUTS ATTACHED TO BLDG. W/ #10x1-I/2 ( W/ WASHERS) I 1 RAFTER TO STUD. - FIRE AREA WIND SPEED - 150 MPH Q MACHINE BOLT a 12" O.G. a J� I 55 -Pad NAILAL S ACH�ENSD SEISMIC DESIGN CATEGORY - 5 \ 1 RESIDENCE: X WEATHERING - SEVERE � Z -- I APA RATED PLYWOOD TO PROVIDE 8d COMMON FR05T LINE DEPTH - 56" a e EXTEND TO TOP OF TOP I PLATE. EXTERIOR,ED O.C. of ALL TERMITE - MODERATE TO HEAVY 0 ~ O SHEATHING. W TYPE OF CONSTRUCTION DECAY - 5LI6HT _ CONVENTIONAL LIGHT FRAME WOOD ICE SHIELD UNDERLAYMENT REQUIRED - YES 0 O Ia 1 CONSTRUCTION p I"I l I LTIPLE SECTION ASSEMBLY: 06 - w 1/4" THICK BOLTS a 2' 00 w GENERAL NOTES z v, 11 ' ' Z 1 '/ I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY 0 I 1 1 1 I ACCORDANCE WITH THE 2015 INTERNATIONAL RF-51 DENTI AL SHALL BE DESIGNED AND BUILT IN ACCORDANCE O Z I I l 1 I CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. \ PLYWOOD SHEATHING CONSERVATION CODE, AND LOCAL AUTHORITIES. TO EAM TOP P+ BOTTOM. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A l4 ACCORDTHIS ANCE STRUCTURE HAS THE NEW YORK SSTATE ENERGY IGNED INQ C I 1 I MINIMUM :28 co8 DAY STRENGTH OF 3000 P51 CONSERVATION CODE. � ~ 1 1 1 I 1 51MP50N MST2'7 1 I 1 I I/2" WIDE - 20 GAGE 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL O 1 I I I 1 1 METAL STRAP ®45" 00. LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTIOIN. z 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL I6. ELECTRICAL AND MECHANICAL COMPONENTS 'TO BE W ASSE BLY I11I1DOUBLE TOP STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS.1 ' 11 STUDS®16" O.G. PLATE w SHUTTER PARTITIONS, EXCEPT AS NOTED ON DRAWING. 11. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE . I I 1 IGOAT EPDXY PAINT. ALL FASTENERS TO BE A5TM FOR PANEL SPANS..41 OR WIDER SPAN - I l- I - 5 FLOOR BEAMS. BRIDGING TO BSPACING NOT TO EXCEED E PROVIDED FOR ALL 18.0 FT.STS ND A-325 BOLTS, 3/4" DIAMETER. 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD VERIFIED 1 I 1 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND (OVERLAP AROUND OPENINGS 4") I 1 1 1 WRAP + NAIL STRAP VERIFIED BY CONTRACTOR(S) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER AND OWNER. 2x4 5TRON(9-BACKS a 24" OG 11-' 1°J,- AROUND SILL PLATE h - 8d NAILS CONSTRUCTION AND ORDERING OF MATERIALS. THIS AT ANCHOR BOLT FOUNDATION HAS BEEN DESIGNED FOR A 501L IQ. DO NOT BACKFILL AGAINST FOUNDATION WALL5 ASSEMBLY: I I l SIMPSON MST2'1 BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION 15 COMPLETE. 11/2" WIDE - :20 GAGE LE55 THAN 5%. CONTRACTOR SHALL VERIFY THAT 1). PREASSEMBLE PLYWOOD TO 2x4'5: # 10x3" (W/ WASHERS) GALVINIZED OR i I METAL STRAP a48" OG. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL STAINLESS STEEL WOOD SCREW a 12" O.G. I,{ ' NAIL SHEATHING TO SILL PLATE CONCRETE SLABS TO BE COMPACTED TO g5% AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING W/ f:; 8d NAILS a 4" O.G. RELATIVE DENSITY. ENTRY FROM HOU5E TO ATTACHED GARAGE AREA. 0a Z , I• #10x3" (W/ WASHERS) GALVANIZED OR STAINLESS STEEL WOOD SCREW a 16, O.C. r' •�::�.: 1. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND � Q • ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: x 6 SILL PLATE ACO TREATED. SUPPORTED BY DOUBLE UPRIGHTS, a.0 FT AND OVER ON EACH LEVEL OF DWELLING AS REQUIRED BY #10 TEE NUTS ATTACHED TO BLDG. IN/ #10x1-I/2 ( W/ WASHERS) BY TRIPLE UPRIGHTS. ALL HEADERS TO BE NEW YORK STATE BUILDING GORE. J g • o MACHINE BOLT a 12" O.G. '"�i �� ''� a SEE FOUNDATION DWG. MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. F-o " FOR DESIGN. " '^'' S/8" x 12" A.B. 048" oG. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO 68 X •.. ,.Y.`i}�..•. h/ FENDER WASHER. 8. PROVIDE FIRESTOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT L-Q z LL WINDOWS GLAZED OPENING PENETRATIONS NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE w .o HOUSE BE UPGRADED WITH HARD WIRED & w Q. PROVIDE FLASHING AT ALL ROOF BREAKS, a N 0 o PROTECTION I5 REQUIRED FOR ALL GLAZED 5. CHIMNEYS 5KYLIGHTS EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. w • cm 0 co IN ACCORDANCE WITH LARGE MISSILE TEST OF AND DECKS ETC.. Q . ASTM E IQgb AND OF ASTM 1886. 23. THE NYS CODES ALSO APPLY TO ACCESSORY CONTRACTOR MAY USE WOOD STRUCTURAL PANELS STRUCTURE DESIGN. v IN LIEU OF THE ABOVE MENTIONED WINDOWS. HOLD DOWN "� SHEAR CONNECTION 10. DO NOT SCALE DRAWINGS. PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH CRITICAL LOAD PATH HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO II. ARCHITECT NOR ENGINEER 15 NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. ININD LOAD cn CO) ALIGN WITH WINDOW JACK POSTS , HEADER + SILL PLATE. FOR THE INSPECTION OR SUPERVISION OF yI PANELS TO BE MAINTAINED ON SITE. SHALL COMPLY W/N`I'5BC CHAPTER #2504.cl.6 THIS CONSTRUCTION PROJECT. FEDERAL, STATE r 'Qv LABEL LOCATIONS ON EACH PANEL. AND LOCAL ZONING AND BUILDING GORE COMPLIANCE I d V I (�� Sa- SHALL BE THE RESPONSIBILITY OF THE Q � J / CONTRACTOR. m tY �� w he-m- Mur'-ted %gym f�El?r�0 C. NAILING SCHEDULE FRAMING NOTES �-! :. - I. ALL FRAMING UMBER SHA TAKEN FROM 2015 EDITION INTERNATIONAL RESIDENTIAL GORE L LL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d a 4 0ids�o"1 BDOUGLA ETTERS FIR - INTERMEDIATE. IR-LARCH STRUCTURAL GRADE No. 2 OR o.c. EXTERIOR EDGES AND 6 d a 12" ox., o I NTERMED I ATE. ✓� SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES PROJECT NO: �hj 2. ALL SHEATHING TO BE APA RATED, EXP05URE I, 5/8 II. ALL INTERIOR AND EXTERIOR FINISHES FLASHING RAFTER/TOP PLATE 3-16d (TOE NAILED) MIN. THIGKNE55 OR AS NOTED. AND WATERPROOFING SHALL BE BY ARCHITECT. 1802 o SIO ° CEILING J015T/TOP PLATE 4-5d (TOE NAILED) 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, DRAWN BY: CEILING JOIST/PARALLEL RAFTER 8-16d (FACE NAILED) F-XP05URE I, 3/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UT a a CEILING JOIST LAPS OVER PARTITION 1-I6d (FACE NAILED) PLYWOOD TO BE SET ON 50LIO BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE COLLAR TIE/RAFTER 4-IOd (ea. end I-I/4" strap) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED BY: GABLE ROOFS BLOCKING/RAFTER 4-5d (TOE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE TCS 4. ALL HEADERS 6 -O�� AND OVER SHALL BE SUPPORTED DATE: o < Io RIM BOARD/RAFTER 4-I6d (END NAILED) CLIPS AT ALL PERIMETER JOIST TO GIRDER WITH DOUBLE UPRIGHTS, a'-O" AND OVER WITH TOP PLATE/TOP PLATE 2-I6d (FACE NAILED) CONNECTIONS. 4/25/18 TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A TOP PLATE AT INTERSECTIONS 4-I6d (FACED NAILED) MINIMUM OF 2-2X8 OR A5 5HOWN ON DRAWING. a STUD/STUD 2-I6d (FACE NAILED) 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA h HEADERMEADER I6d (FACE NAILED) 5. 50LID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC, GPI SERIES WOOD-I-BEAMS AND LVL TOP or BOTTOM PLATE/STUD 3-I6d (END NAILED) AND FLOOR BEAMS AS PER N.Y.5. CODE OR A5 NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND SHEET TITLE: Io 0< e (45 o FACE NAILED a 8 -O O.G. MIN. PROVIDE 2 SPACE FOR AIR BOTTOM PLATE/FLOOR JOIST 3-I6d HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED ( )JOIST/SILL, TOP PLATE or GIRDER 4-Sd (TOE NAILED) CIRCULATION IN ROOFS. A5 PER MANUFACTURERS RECOMMENDATIONS. WEB o BRIDGING/JOIST 2-I0d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND STRUCTURAL h BLOCKING/JOIST 2-I0d (TOE NAILED) stairs etc. ) OR A5 NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" GABLE ROOFS BLOCKING/SILL orTOP PLATE 3-I6d (TOE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR NOTES & 0 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL 0 0 100< o X45 LEDGER 5TRIP/BEAM 4-I6d (FACE NAILED) PERIMETERS. HANDLING, STORAGE, AND ERECTION OF to < e iso JOIST ON LEDGER/BEAM 3-I66 (TOE NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. COMPONENTS SHALL BE AS PER MANUFACTURERS DETAILS PROVIDE 8d COMMON NAILS a 4' O.G. BAND JOIST/JOIST 3-I6d (END NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. AT HIGH PRE55URE ZONE - 6" O.G. HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. BAND J015T/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. 100< o <,so o PLYWOOD ROOF DECKING Sd a4" O.G. EDGES, a8" O.G. FIELD "TECO" OR APPROVED EQUAL. GALVANIZED MACHINE BOLTS a 12" O.G.. STRIP SHEATHING ad (ONE/RAFTER) SHEET NO: PROVIDE ad NAILS a 4" O.G. AT PERIMETER INTERIOR PLYWOOD WALL SHEATHING Sd a4" O.G. EDGES, a8" O.G. FIELD Q. NAILING 50HEDULE SHALL BE AS PER THE N.Y.S. PORTIONS OF PANELS IN HIGH PRESSURE ZONES. PLYWOOD 5UBFLOOR DECKING Sd a6" O.G. EDGE5, 012" O.G. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. TH15 DRAWING 15 AN INSTRUMENT PREPARED TO NOTE : a = 4 FT. IN ALL GASES SHALL RECEIVE 5-I0D 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. REMOVE PORTION EXISTING FLOOR FRAMING 4 REFRAME LONER FOR FLUSH, PITCHED FLOOR SHOWER ABOVE 41-oll — ——— — —— —— — - 6" THK. CONCRETE FOUNDATION WALL REINFORCED PEP, DETAIL, ON Ib x8 REINFORCED CONC. FOOTING EINF L I (2)#5 REBAR, PLUS FOUNDATION BOLTS NEW 5" OUTSIDE DIAMETER1 2�V N L ,-C*i 0 STL. COLUMN ON (2) LVL GIRDER 24:x24:xI2" POURED GONG ty tu FOOTING. PATCH SLAB < Lu uj NEW CPA�NL - in 5ASEMENT A 8" THK. K L _J 2" RAT SLAB POURED CONCRETE Now" 51-1011 uj deL Q wwr UJ X (4)11-1/4" LVL or tu DBL. JOISTS UNDER NEW WALL t I I i Lu 16'xW POURED CONC. FOOTING, BOTTOM a42" BELOW GRADE 0 (5)#5 REBAR co EXISTING GIRDER z ui NEW FOUNDATION DETAIL 0 0 2s F: Lu 06 x LL �wwwww CO i P UJ co zp 'g , �_P (5):2xI0 TR. ND. n z fflu, OUT EXISTING CONCRETE FOP, 0 NEW 56" NIDE x MAXIMUM HEIGHT�N/IIRN ACCESS TO NEW CRAWL SPACE 16" DIAMETER POURED CONCRETE PIER TO 56" BELOW GRADE Pq/&AL\/. STIRRUP POURED IN PLACE >m > to 00 O PROVIDE #5 REBAR DOWELS 18" LONG, z SET b" INTO EXISTING FOUNDATION, 12"ole- UJ NEW CRAWL (5)2xIO TR. ND. EASE��EN7 5FAC.E \7 :2" RAT SLAB 5IMP50N HHU5210-5 GALV. SUPPORT tu (7YP.) oe T-11/250 Olt F.J. z ABOVE x '0 (5)2xlO TR. ND. z• cl) c') 0, a l i � I I I � J �• Q � � UJ _j ow Z Wz 16" DIAMETER SONOTUBE SET 0 "' W Lu- * - of Le) 0 56 BELOW GRADE (TrP) Lu. c" (3)2x8 FLUSH TR. ND. -4 -(B)-2x+O TR. IoAV—. — — — — — — — — EX15TIN!&C GIRDER 41 m cl) cl)- - - - - - - - - - - - - - - - - tu L — — — — — — — — — — — — — —— — — — tu Io x x z x m o�- NEW DASEMEN7 z x tu x tu cl 74ci Z:� ", 0133K'3 IL 'Ilk x x PROJECT NO: 1802 (5):2xIO TR. DRAWN BY: TS CHECKED BY: DATE: 4/25/18 SCALE: if - owl 1/4'v SHEET TITLE: BASEMENT L& 0 PLAN "BAZOSEMEINT/FOUNDATION Ov" LAN SCALE: 1/4" V -0" II II SHEET NO: INC BIDDING & PERMIT SET 40--_I pt 0/21, 6y211 711 1/1 4l-011 R V:2 11 CUDH2420 CUCA2848 CU42848 CUCA2848 T CUCA2432 CUCZ432 CUCA2432 m REMOVE EXISTING PLUMBING FIXTURES )II"N' 0 ...I I, AND FLOOR/WALL FINISHES COMPLETE. :41-1++Fi----- ----- king CCM 272 PROVIDE NEW UNDERLA"(MENT FOR Nxv :1m �:E:--- X 5 NG.­BEAM TO FEMAIN \ ------------"N �/; I MM: /< CARPET AND GYP. 15D. WALL FINISHES. TUB m STAR4- ONNER V41LL COORDINATE INSTALLATION OF NEW CLOSET 5HELVINC7 NNALK–I tj 1 mm 1 5 ROOM X/ C14 .......... C,L05rzT CA A Y�IIIItENT �eADDITIONS TO HOUSE AND PORCH PORTION EXISTING OPENING TO REMAIN CARPET MA5TER ;/n \T SHOWN DIAGONALLY HATCHED lw� I I- a C�l 111 1�f,—NEN Y \ Tom C.) 00 5x l: /T AS PA55 THRU BETWEEN LAUNDRY I$ >< -4–t-- 1 —44 SATH 1 3: lv�4 t- C`4 X MS`_ ui 4-4" I,Z-O" 1"') CLOSET. SEE INTERIOR ELEVATIONS FOR SEE IN IOR---j co DIMENSIONS U- hLE TIPNS 0 C14 IL I /-(3)2x6 PLE . r") -1 <LL c POST Ln 61 US) _000__� =+ \ABOVE Vi /:X\ c, K C14 PROVII NEW N I IREMOVE EXI TING LLj V r -y- - - - - - EXTERIOR 15 RING' Q c_> FLOOR NTI CA.> BEDROI M I I )m SINK (WALL, 00 F�,,L� pn=- \> m UJ 5NOOD FIN15H FLOOR. -ir//\ / REMOVE EXISTING C14 PROVIDE NONDERBOARD SUBSTRATE xi R. AND NEW TILE FLOORING PER SPECS "I >1 LAQNI�)R Oil 5 \ /I =F PROVIDE 20"x52" RAISED HEARTH Yq/SOLID // \\ 114��� '11-411 , 1 0 / \ 4 111 / I I/ Liz `016 CORE LAMINATE FINISH d) x INFILL EXISTING -O" V PENINC75 PROVIDE VENTED FRE-FABRICATED PROPANE R z CASED OPEIN6 X�, FIREPLACE PER SPECS, INSTALLED PER CODE I$ WDH2824 MANUFACTURER. SEE IN ELEVATIONS z Lu CUSTOM DOOR SIZE 0 z F— -7 __j PACK ou'r EXISTING MALL II FLUSH vq/[-'-:XT. FRAMINS VENT FOP, DIRECT VENT GAS FIREPLACE F_ w '71-411 1 51-611 N\—REMOVE EXISTING L SHORE A25 REOD. AIIIII[D C*4 co CABINETRY, COMPLETE. - - - - - - - - - - -EXTERIOR - - - - - - -17 - - - - - - REMOVE EXISTING EXTERIOR PATCH FINISHES BEARING WALL, COMPLETE 'v uj LIVINS BLACKENED STEEL HEARTH WELDED TO W tu ROOM 8� oil FIREPLACE SURROUND. INSTALL N/70P EDI57r: 06 < \V FLUSH P44NOOD FLOOR. UNDER STEEL, - -- - - - - - - - - - - - - - PROVIDE MINIMUM Ys" TI HEARTH 4 HOME / 0'-0", DIVITION HX5, HX4 OR U56 MICORE 500 INSULATION PN cf) REMOVE EXISTING ANGLED X, BRICK SURFACE TO REMAIN DOORS. PATCH 4 PROVIDE xi Ask 0 CN 00 BUILT-IN SHELVING 2x/Ib@ Ibi/, R.R. NEW ONE STORY ADDITION ON NEW 0 SEE INTERIOR ELEV-5 :2x5@16'�C.-J. ABOVE 011 FOUNDATION 6 FLOOR FRAMING. LL z FAMILNr ROOM 0 PROVIDE 2x6 EXTERIOR WALL FRAMING 1 II \v TIMBER 6 -1 - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - _x_T \_ -Z \77 0-1 AND HEAVY TIMBER FRAMING TO MATCH EXISTING FAMILY ROOM REMOVE EXISTING PASS a m< >= THRU 4 DOOR. PATCH > o WALL Tc5_MATCH wi CD REMOVE EXISTING EXTERIOR WALL AND -all 7 1 r - - - -ExTe�T-IN-6 -FXT-o TTfp EX15TINC FINISHES 7` _N r_z_N_9>)T&:[7�_ f-:Z�- _,_ REFLAOEWNEN BEAM AS SHOWN. SHORE uj TO REMAIN - - - - - - - - - EXISTING CONSTRUCTION PRIOR TO DN ALTER EXISTING cx DEMOLITION OF WALL &X6 CAelE�\TJMEER/*>�` . . . . . . CABINETRY. SEE \/1-65I SoLit;> INTERIOR ELEVATIONS - - - - - - - - - - - - - - - up - - - - - - - - - - - - - - - - - - Fzi-xro- Rb-R tu -7 ILI) PROVIDE FULL WIDTH PECK t STAIRS FRAMED WTREATED WOOD, TRIMMED y4/FVC RISERS, I$ nECKED vqllx4 REPLACE EXISTIW7 2xlo/!! COUNT �RTOF5 PER 5PE05 DL MAHOGANY ATTACHED Y4 LIND AT WINDOW DESIGNATED v4PRI", PROVIDE FASTENERS. ALTERNATE: PROVIDE (4 :fy-x - ST SEPARATE COST TO REPLACE EXISTING UNITS IPE DECKING WNEN MARVIN UNIT SHOWN, TOGETHER C'4 T7 - - - - ---- RE" N' AS WREPLAOINSI EXISTING CASING AND PATCH EXISTING FINISHES TO 1<I T CHEN X C-4 0 SURROUNDING FINISHES > REMAIN, EXCEPT AS NOTED NEW SINK-- DINING ROOM _,_\ - /_ _= 06 z- F7' 1 REPLACE EXISTING SCREEN PANEL wNEN DN PROVIDE CHAIR RAIL @56', POOR TO MATCH DETAILS OF PANEL c) C', Yq/BOARD 4 BATTEN NEW cn WAINSCOTING BELOW, PEP, SPECS, R./F cl I I "OHT L Pq/67RA55 CLOTH WALL PAPER emn _j "o ABOVE ON TY40 NALLS R o - ell _511 C14 — — — — — — — — — — -- r 'o >- co 11 Lu _j 0 1 w C14 - - - - - - - - - - -- - (3):2x(o POST WPOST CLAMPS XZ �: x ui -4 lit ^NEyqFLOO`RII`q6'TNO z U. /<t TOP I$ BOTTOM (TVP.) CASED W. x X V) c� (30 /MATCH EXISTING Y41PVC, PAINTED -7 00 < 24 0 NEI� bxl(o 0 W. 04 711Z (3)2xI0 CASED BEAM D v) - - - - - - -- - - - - -- - - - - _T — — — —— — — —— ——— —— ———— — CUIFD2668 CUIFD2668 REMOVE 4 REMOVE EXIPTIN6 NALL/AINVOKS, I N r�Eo�. /10 REPLACE EXISTING WINDOWS WNEN DOORS REPLACE -ADDITION TO SCREEN PORCH m -MAI'll 17 AL4 I E EX15I E NE� I)& T46 FLAT IND. EDGE OF EXISTING PORCH NEW ADDITI 00 AND EXTERIOR DECK STAIRS TO > I j<1 v#DECKIN6, INTERIOR 7 CAB PROVIDE 4AMENTAL BEAMS GRADE I N _j INETRY CEILING vi/O FINISHES AND SCREEN S(:,,REENEI�) FORC.,H c 00 k < PANELS TO MATCH EXISTING. EXISTIN& FLOOR TO REMAIN. ALTERNATE: CZ> PANTRY SLOPED CEILING PROVIDE STANDING SEAM < PROVIDE NEW IPE FLOORING < , z_ BEAM- METAL ROOFING PER 5PF-05 I I I T Tje_ j lu 14 _01111 I I Io SEE cl) PROVIDE NEW PAINTED 160. BEADBOARD 11 @ I c -7 IN EXISTING AND NEW PORCH 0 1 . 1 C=? INTERIOR REMOVE P R� TION NAL CEILING x r (A 0�- vv)-, Nt-k STONE TERRACE o�,t ELEV's U) > I I PROVIDE &x(o TIMBER / , Lu REMOVE EXISTING FRENCH DOOR. t COMPACTED SUB-GRADE FR I CJ POST, ICA5,EV. PATCH If r PROVIDE NEW TALLER UNIT ;io I&N ', BY LANDSCAPER FLOORING /2x5@161- R.R. -7--- 00 7 - - - - - - - - - - --- - - - - 00 mAocc-m x licL.- 5x6 BEAM N k 6 IN 7 . REPL GE I I 1 � i � G, T ERF IT EXIST. UP DN EXISTING DRY LAID C-TONE LANDSCAPER 0 FIR DOOR VE ZEMO WALL ROOM >1 WALL TO REMAIN !L PROJECT NO: j J\ 1802 CUDH2016 CUDH2016 4-4 4-4 DRAWN BY: R R CZ92XI0 CASED BEAM TS CHECKED BY: DATE: 4/25/18 N MUD SCALE: R A FRAMED WITIR. NI ROOM' N A H NY DECKINs AND PVC FASCIA 1/41 0111 0 ON EXPOSED VERTICAL SURFACES => L SHEET TITLE: C.-) REMOVE EXISTING BRICK 1st FLR. --FLOOR. PROVIDE RADIANT- MEW --PIPING IN SLAB 4 NEW TILE k FINISH FLOORING FIRST FL001801% PL A Ilk PLAN SCALE: 114" V -011 (�Nr�=YAJOUTDOO�Pz !5 NER WENCL05URE Ul AND PANELED v4A/MTICAL CEDAR To MATCH WALLS. MJDH2016 PROVIDE (2) 24" NIDE DOORS, AND Ix(o R CEDAR TOP CAP SHEET NO: 17 - _LL tj 7 WA5T':R TH IN IOR_ .E ATIONS X I I I- T 11 1111 7117 F/ INFILL R WDH2824 ,4 x X BIDDING & PERMIT SET I EXISTING x ADDITION EXIM - - - - - - - -- - - - - - - - - - - - - - - NEW GUTTERS PER SPECIFICATIONS. RETURN GUTTERS 16" AROUND CORNERS ON NEW FASCIA EXTENSIONS, AS SHOWN ON ELEVATIONS i EXIST' NEW ui BEAM BEAM NEW STANDING SEAM METAL NEW OF*ING IN INFILL FLOOR AT EXIST'& 3) I/2" LVL RID&E (CONTINUCLS) ROOFING PER SPECIFICATIONS EXISTING WALL CATHEDRAL SPACE OP�N O NEW MAS R DEMOLISH EXISTING BATH FINISHES, INCLUDING TILE FLOOR. REFRAME SHOWER A5 SHOWN. I NEW WALL TO ROOF 5EFR OM BELOW -T W PROVIDE NEW TILE FLOOR AND SHOWER. SEE I A IG UJ INTERIOR ELEVATIONS 1�wwww 199011h, 3-O F- 0) cn LEAD COATED COPPER ROOFING AT Z 2 4 CRICKETS BEHIND NEW CHIMNEY. FLASH AND zuj ;,. .; ;, ::,.. — — — — —— — — COUNTERFLA5H CHIMNEY AT NEW METAL AND O Z WOOD SHINGLE ROOFING 0 W ' WOOD FRAME CHIMNEY w/PLYWD. SHEATHING Q AND THIN BRICK FACING TO MATCH COLOR 8 O CORBEL DETAIL OF EXISTING MASONRY REMOVE EXISTING ROOF SHINGLES, I - CHIMNEY. PROVIDE FLUES FOR BOTH COMPLETE. REPAIR WOOD LATH AS REO'D. FIREPLACES PER O PROVIDE NEW ALASKAN CEDAR SHINGLES o OUST I ADL G.C. TOP GAP AND F A5 IRNGND GORE, Q V W ON ENTIRE ROOF (EXCEPT AT METAL I W ROOFING) PROVIDE FLASHING AS REO'D., AND REPAIR FLASHING AT CHIMNEY � I�fi�OO1v't GUEST NEW OAK FLOOR BATHUJ cn ❑ o REPLACE EXISTING WINDOW5 FLUSH SLAB DOOR w/WEATHERSTRIP NO CASING O W ♦^ w/NEW. PROVIDE CASING TO � O V I _ _ MATCH. PATCH EXISTING _ Z FINISHES v O TOM Open to REPLACE (5) EXISTING ,,, I z below DOORS w/NEW PANEL o W DOORS TO MATCH Ist FLR Q �/ °N STA I R BALL u ' eyn W NEW OAK FLOOR o NEW STANDING SEAM METAL ROOFING PER PYWD SPECIFICATIONS DECNG. PROVIDE ALL REQUIREDAPER ON /4' FLASHING, ESPECIALLY AT SURROUNDING SKYLIGHT WALLS I ��p MOVE UP BA5E MOLDING FOR NEW FLOORING (TYF) o NEW GUTTERS PER SPECIFICATIONS. RETURN G GUTTERS 16" AROUND CORNERS ON NEW FASCIA I C�U S T EXTENSIONS, A5 5HOWN ON ELEVATIONS 06 I ��1�fi�001� o NEW OAK FLOOR ci I Z ATTIC `' v SKYLIGHT co Q• v meg• Cl W -�• � � Q Z LL RE 5E EXISTING DOOR ( W• a C, FR M POWDER BATH C4 W• N x M V ILL Ll LJu ij e0 EXIM EXIM I I r I N I I I I I A IG I _. JO ' I I ❑ Ofd '�� 11r, `� ISVGEXIS G XI EXI rG al �' jr DN PROJECT NO: I S� .� 1802 - -- -- -- - - - - - - -- - - -- �� CJ DRAWN BY: \Q / 510 0 TS �,�� CHECKED BY: W - - W DATE: 4/25/18 GUEST - - HOSE � SCALE: N � � OOM FF I CIE N SHEET TITLE: W x W g 2nd FLR. UP PLAN N PEO)" F L 0 0 wFolt" 10m—ft L A N. SCALE: 1/4" = V -0" NEW CABINETRY, LJATH BY OWNER LSHEET NO: EXIM EXIM EXIM EXIM BIDDING & PERMIT SET REMOVE EXI5TING ROOF 5HINGLE5, COMPLETE. REPAIR WOOD LATH AS REOV. PROVIDE NEW ALASKAN CEDAR SHINGLES ON ENTIRE ROOF. PROVIDE FLASHING AS NEW STANDING SEAM METAL ROOFING PER REOV., AND REPAIR FLASHING AT CHIMNEY EXISTING CHIMNEY TO REMAIN. REPAIR/REPLACE SPECIFICATIONS ON 30# BLDG. PAPER ON 5/4" FLASHING AT INTERSECTION w/ROOFING PLYWD. DECKING. PROVIDE ALL REQUIRED REPLACE EXISTING WINDOWS. REPLACE FLASHING, ESPECIALLY AT SURROUNDING WALLS CEDAR SIDING ON FRONT FACE OF ui AND AT INTERSECTION w/WOOD SHINGLE ROOFING DORMER, vi/FLASHING AT WINDOW SILL INSULATED METAL FLUE CONNECTED TO WOOD NEW 1x8 PVC FASCIA w/NEW GUTTER BURNING FIREPLACE. SIZE AND INSTALL SYSTEM PER 5PE05 w/1-3/4" PVC COVE ACGORDING TO MANUFACTURER'S SPECIFICATIONS MOLDING BELOW. RETURN LEADERS AND CODE. PROVIDE METAL TOP GAP PER SPECS, ui AROUND CORNERS OF GABLE, ON NEW TRIM I AND ALL FLA5HING WATERTIGHT UJ O cl) Z LLAME O z � W — — —— —— — — — — — - -— -- -- -- -- -- -- -- - - - - - _/ - -- -- -- -- -- -- - - - - - "a If -I=ASGIA AND Q O SHINGLE SIDING TO MATCH EXISTING EXISTING VERTICAL SIDING TO REMAIN // \\ // \\ // \\ 0 �— UCA3048 UCA30481 'UCA3048 UCA30481 UCA3048 UCA3048 XI T' XI r XI r XI T' \\ // \\ // \\ // STANDING SEAM METAL ROOFING PER W SPECIFICATIONS ON 30# BLDG. PAPER ON 3/4" 06 U/ PLYWD. DECKING ON ROOF OF BAY lol UJ co - - — — — O — — — — — — — — ———— ———— — SECOND FLOOR SECOND FLR. OVER GARAGE / \ RETURN EAVE FASCIA AROUND CORNER, w/DRIP / \ GAP $ FLASHING. CONTINUE NEW GUTTERS >= O AROUND CORNER OVER RETURN, AND INSTALL 1` NEW OUTDOOR SHOWER w/ENCLOSURE DOWNSPOUTS ON GABLE END (T'fP.) CO FRAMED w/TR. WD., AND PANELED "; t CCM3272 CCM3272 CCM3272 CCM3272 O r' vi/VERTICAL CEDAR TO MATCH WALL5. CU 80 CUS 6 80 SDO PROVIDE (2) 24" Wb IDE DOORS, AND Ix CEDAR TOP GAP EXI T'G EXI T'G \ / NEW RED EDAR SHINGLES TO MATCH EXISTING. Ow "'._ \ / PROVIDE /4 x4 PVC CORNER BOARDS W Lf Q 5 t ------ - - -- -- - - -- --- - -- CONCRETE STUCCO ON FOUNDATION WALL I � I NEW FOUNDATION BEYOND I � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — —� — j — — — — — — — — — — — — — — — — — SCALE: 1/4" = 1' -O" \\-- ADDITION TO SCREEN PORCH w/DECKING, PROVIDE FULL WIDTH DECK d STAIRS FRAMED INTERIOR FINISHES AND SCREEN PANELS TO vi/TREATED WOOD, TRIMMED P4/FVC RISERS, Q MATCH EXISTING. PROVIDE STANDING SEAM DECKED w/Ix4 MAHOGANY ATTACHED vi/BLIND METAL ROOFING PER SPECIFICATIONS FASTENERS 06 Z. co Q• CD M a _j ow � a 1 F o 0 W —�• w z w �= a z D W• N =Room 0 o} Q N Ut0 h 1 W• N 2 M V � REMOVE EXISTING ROOF 5HINGLE5, Q 1—• v COMPLETE. REPAIR WOOD LATH A5 REOV. PROVIDE NEW ALASKAN CEDAR 5HIN6LE5 ON ENTIRE ROOF. PROVIDE FLASHING AS REO-D., AND REPAIR FLASHING AT CHIMNEY O 0 oe� �✓ �'U� \, c F, NEW Ix8 PVC FASCIA vi/NEN GUTTER SYSTEM PER SPECS w/1-3/4" PVG COVE EX,I EXISTING VERTICAL SIDING TO REMAIN MOLDING BELOW. RETURN LEADERS 'po c9� AROUND CORNERS OF GABLE, ON NEW TRIM ., Oi SECOND FLOOR PROJECT NO: -- --------- - - -- - -- -- - --- - - -- - - - - 1802 — — ———— — —— SECOND FLR_OVER GARAGE DRAWN BY: TS ALTERNATE: REPLACE EXISTING WINDOWS ® ® ❑ ❑ ® CHECKED BY: AND CASING/SILLS (WINDOWS MARKED 'R') r EXISTING SHINGLES TO REMAIN. PATCH AS 2 4 2 4E S G 2 4 2 4 DATE: 4/25/18 REO'D. AROUND NEW WINDOWS SCALE: 1/4" = 1' - 0" a SHEET TITLE: 1=1RST FLOOR - -- -- -- - - -.- -- —— — — — —— — — ——— — —— —— — — — ———— —— —— ——— — —— — — — — — — — — --- — — —— —— — — — —— — —— —— —— —— —— — ---- -- ELEVATIONS WOOD FRAMED 51DE STOOP FROM DINING ROOM TO NEW BRICK TERRACE (TERRACE NOT IN CONTRACT) PROVIDE TR. WD. FRAMING, ,mm (0) R_mXppTH ELEVA0101014 MAHOGANY DECKING AND PVC TRIM SCALE: 1/4" = V -0" SHEET NO: BIDDING & PERMIT SET w REMOVE EXI5TING ASPHALT SHINGLE ROOF. W PROVIDE NEW STANDING SEAM METAL ROOFING PER SPECIFICATIONS ON 30# BLDG. PAPER ON 3: Uj 5/4" PLYWD. DECKING. PROVIDE ALL REOUIRED FLASHING, ESPECIALLY AT SURROUNDING WALLS Iff- 0 v/ cj) >z Liu 1� . — — z O z W REPLACE EXISTING LEADERS 4 GUTTER PER HFTII'-8" [LELEM I I �/ SPECIFICATIONS. RETURN LEADERS AROUND E IS G E I$ G ® EXISTING VERTICAL SIDING TO REMAIN CORNERS OF GABLE, ON NEW TRIM, AND RUN ® Q < Q NEW DOWNSPOUT5 ON GABLE ENDS Q Q W SECONDLOOR ---- --- --- ---- —— — — — — — ———— — — — — ——— — -- - ---- - --- --- -- 0 W It ----- ---- -- -- SECOND — OVER GARAGE co zLIJ _4 O Z ® ® ADDITION TO SCREEN PORCH w/DECKING, INTERIOR FINISHES AND SCREEN PANELS TO EXISTING SIDING TO REMAIN. PATCH AS MATCH EXISTING. PROVIDE 5TANDIN67 SEAM REO'D. AROUND NEW DOORS UI 6 UI 6 ® METAL ROOFING PER SPECIFICATIONS Q > O NEW OUTDOOR SHOWER w/ENGLOSURE FRAMED REMOVE EXISTING WINDOWS. PROVIDE NEW DOORS > o co EXISTING GARAGE DOORS TO REMAIN w/TR. WD., AND PANELED w/VERTIGAL CEDAR O r — — —— — — — — b TO MATCH WALLS. PROVIDE (2) 24" WIDE z J FIRST FLOOR DOORS, AND Ixb CEDAR TOP GAP W TE — — — — —— ———— — — — — —— —— — ——— — —— — — — — — — — — — — —— —— — — WOOD FRAMED SIDE STOOP FROM DINING ROOM TO NEW STONE TERRACE (TERRACE NOT IN SHOWER PANELING TO 4" FROM DECK THI5 CONTRACT) PROVIDE TR. WD. FRAMING, 51DE, TO PREVENT DOG E50APIN6 MAHOGANY DECKING AND PVC TRIM Eo" TXm E L E V" T 10 1"mm SCALE: 1/4" = V -0" ca z coCDa M r a r w -�• w z w F= a z a W- v 'z L Q N U' w W N • C-4 Z M U NEW 5TANDIN67 SEAM METAL ROOFING PER SPECIFICATIONS ON 30# BLDG. PAPER ON 5/4" PLYWD. DECKING. PROVIDE ALL REQUIRED FLASHING, ESPECIALLY AT SURROUNDING WALLS NEW Ix8 PVC FASCIA WNEW GUTTER SYSTEM PER 5PE05 w/1-3/4" PVC COVE MOLDING BELOW. RETURN LEADERS AROUND CORNERS OF GABLE, ON NEW TRIM I G ZU I SOF NI'EW y REPLACE EXISTING LEADERS 4 GUTTER PER ��P5 C. Sqo ® — SPECIFICATIONS. RETURN LEADERS AROUND s G� CORNERS OF GABLE, ON NEW TRIM, AND RUN � � }-,;�'�^ ��, � NEW DOWNSPOUTS ON GABLE ENDS.0000 0-00 _ — -- - - -- - --- - - - - - - - - -- - - - - - ---- - - - SECOND FLOOR18 PROJECT \�G - - -- - - -- - --- - �STj8� v \ _ PROJECT NO: ADDITION TO 50REEN PORCH w/DECKING, M/ ALTERNATE: REPLACE EXISTING WINDOWS 1802 INTERIOR FINISHES AND SCREEN PANELS TO `' " a:' \ R AND CASING/SILLS (WINDOWS MARKED 'R') MATCH EXISTING. PROVIDE 5TANDING SEAM . CCM3272 U A 4 U A 4 U b R DRAWN BY: `k TS METAL ROOFING PER SPECIFICATIONS / U H2 Z Wl 2 4 `;: : :$ ":.,; ` — CHECKED BY: EXISTING SHINGLES TO REMAIN. PATCH AS —— ILL REQ'D. AROUND NEW WINDOWS DATE: 4/25/18 [t# E:IF - - -- - - - - -- - ----- - -- ------ -- FIRST FLOOR _ SCALE: 1/4" = 1' - 0" 17— SHEET TITLE: I I I ADDITION - EXISTING EXISTING WINDOW REMOVED. INFILL vi/FRAMING AND SHINGLES TO MATCH EXISTING ELEVATIONS - - - - - - - - - - - - - - - - � E A% ST ELEVATIOINC SCALE: 1/4" = l' -O" SHEET NO: BIDDING & PERMIT SET uj V W Z REMOVE EXISTING CEDAR ROOF SHINGLES UJ COMPLETE. PROVIDE NEW SHINGLES PER SPECS, ON EXISTING LATH AND FRAMING O LJ U) z z Lu O z WF_ O \ Q W REMOVE EXISTING WINDOWS 4 otS W REPLACE w/NEW PER PLANS. PROVIDE ♦^ �, , FLASHING OVER SILL, WATERTIGHT V/ METAL ROOFING PER SPECS OVER APPROVED z uj SUBSTRATE ON 9/4" PLYWD. DECKING ON USS 2x10®Ib" ROOF RAFTERS NEW ADDITION BEYO OND Mz �RO M LOW PROFILE FIXED SKYLI6HT. GUEST PROVIDE WOOD WELL TO LEVEL OF CEILING BELOW Q C BATH ` 12 lonh, 11 t� O r Ixb PVC FASCIA v4/LEADER. uj — ` ` � SECOND FLOOR PR 6WDEiR00E-1v4ENT-BEL=3W---- ---- ---------------------------- EXISTING bx10 03'-1011 TIMBER BEAMS TO REMAIN - t NEW 6x10 BEAMS I - I NEW CASED BUILT-UP HEADER AT I EXI5TING BEARING WALL. SEE FLOOR PLAN FOR SIZE. SEE SPECS FOR BEAM ATTACHMENT HARDWARE Ej� I I /I �/_ EXIS I G ROOM i ADDITION TO ROOM ,ry NEW SLIDING GLA OORS Lj ROY OM FAM I L M I � EXISTING WALL TO BE REMOVED NEW IPE DECK O ATED AQC FRAMING. PROVI ALV. FRAMING ANGHO A REQ'D kill NEW FLOORING TO MATCH EXI5TING ON 5/4" PLYWD. DECKING ON FRAMING PER PLAN, v4/R-50 Z INSULATION BELOW 06 N M 7 _ FIRST FLOOR � I Y y X -� �• c � EXI5TING FLOOR FRAMING TO REMAIN ; / / �, / a o I TREADS WrVG RISERS, W -i• W Z 3, i ;.y: TR. WD. FRAMING a z u. \/ \/\\/ \i \i \ NV�I Gi� V�IL W' \ \i \ / / / / / a / // \ Si=AG // // // // / r•.ti �/ // // / / / /. / I .\� // 2 TI fK. GONG. RAT SLAB \ / / FOUND,d,TIONC 1.AN FOR DETAILS • /\/\/\/\/ \� \\/�O, NEGT I bN TO FRAMING. SEE / \ 11 /\\ \ BASEMENT \/\/ \/ �/ /\\/\�\\�. EXISTING FOUNDATION WALL d \/\/\/ \, \. \./' //\/\/ \/ SLAB TO REMAIN / / / f : i:�': \// /XX ' / \/\/ \ ; \ T�IGON�FbUND�A'rION I^IALL ON �lxlb'; /\\ \\/\\' OVF NEW y ' / / , / / / I`OUPtDATiON/ \ \ \ \ \ \ PLAN \P(?OyIDE✓bAI Ph`'ROOFING \ \�,\//\i/ \/\'/\ / \ // \ // /\ // // �/ // �� /\ / \ ; \ \ \ \ / \/ \\ \\ \\ � \ \M X N\ \ // // // // // // // �,// // // // // // // // PROJECT NO.: \ \ \ `\ \ \ \ \ \� \ \\ \ \\ \\ \ \ 1802 // /// /// // // // \// // �' ! , // \!/i / �; ��% , j \�\// /� DRAWN BY: \/\/ \ /\/ \ \/\/\/ \;, \ \ \/\/ \/\/ \/ \/\/ /,�\/\, , \/ \/ \ /\� \\ \\ \\ \\ \\ \\ \\ \\ \\//�/ \\/\\� /\\ /\� \\ \\ \\ \� /\\ /\\ \\ \ \\ ,\\ \\ \\ \� \\ ,\\ \\\ \\ \\ TCS / \ / / / / \/ / / / / \/ \ / / \ /, \ / / \/ / / / /, CHECKED BY: N\\ / /�' � /�/ / / / /, \// . / \/ \ / , /, \/ Ox, / / / DATE: \\ \\ /\/\ \/\ \ \/\\/ \ \/ \/ \\%\\/ \ \ \ \/ /\ / / / \ \ \ i \ /\\ \\ \ \.\\ \ \\ \ �.. \\ \\ ' \ / \ �\\,\\\ /\ \ / \\ / , \ /\ \ . \ \ \ /\\, /\\,` \ \ \ \ \\ 4/25!18 // /i // \/ SCALE: -019 '\�/\ /\ /\ \/j\//\, ` \ /\ j// `/�i/j j//jam //\//\ /\ j // \ /\ / \ ; /\/j\ /\/j\ /\ \ // /� //� / / ' x\//\ /\ / //, // SHEET TITLE: U L DE" H %'f 2" 1'k_p2z'4 0 BUILDING .. - SECTION SCALE: 3/8 110 SHEET NO: BIDDING PERMITS REVISIONS " THK. x 12" DEEP OPEN SHELVES, PAINTED, ON 1x4 FULL HEIGHT PANTRY CABINET w/ADJ. CLEATS SHELLING. PROVIDE FLAT PANEL BEADED COVE MOLDING NEW WOOD WINDOW CASING 2'-O" 2 -p INSET DOORS w/EUROPEAN H I NGE5 2URI 4"1 U/0 / \ / \ _ _ CANTILEVERED = R F. _ OPEN SHELF CORNER — —1— — m _� _T W et \ 00 / \ o o / 1— t— SOL I D GORE ~ NWi3 1 _ _ SYNTHETIC O O — J 2 y = N COUNTERTOP F— (5) PULL OUT IN51DE o o o (n Z -� _ -- ------ -- - -- = DRAWERS, ONE o o a o o Z F— O m O ---- ----- ---- ----- O w/GRATE BOTTOM 24" WIN 0 Z m FOR VEGETABLES o W Ci I— — o � HVAC E L TION S 21� EVA _�/211 I I_o�� �_p�� 2'-p ll 2'_311 2�_0y211 Q ® Lu 2 W 06 F— �,_� ,� ELEVATION ELEVATION z UJ c ) /2 2 3 0 PASS THRU FROM WALK-I N omz CLOSET. PROVIDE CASED 2�� r211 Y211 211 0 I II I 11 I II I II II 1 II I II . �PANm'l-� — � fill OPENING IN CLOSET 2 -O 2 -10 2 -O 2 -O .21-6 2 -6 2 -6 > SCALE: 1/2 - 1 -0 ,- BEADED COVE MOLDING O `'r 10 0 Z W WD. DRYING POLE w/BRACKETS 12" DEEP UPPER CABINETS / \ L __ _ _ _ _ _ _ _ _ _ _ w/FULL OVERLAY FLAT PANEL LAUNDRY SINK. SEE SPECS PAINTED WOOD DOORS. PROVIDE ADJ. SHELVING �LLPOLE WD. BRACKETS FOR _ —— — CLOTHES I NG - � LAMINATE COUNTERTOP DR = � _ _ %Z INS O cSJ i 100/ LAUNDRY SINK o 0 00 00 _ ad Ze LAMINATE COUNTERTOP II -- ch DOG O CUSTOM BUILT-IN DOG GRATE M O V) � � fq O M CUSTOM DOG GRATE BELOW - -� '� ° COUNTERTOP O 11 GRATE m > FABRICATED w/PLYWD. m \ w } FLOOR 4 (2) SIDES, w/ME5H z < PANEL I$ DOOR. PROVIDE w• 0 La W 4'-O" SECURE LATCH HARDWARE g w a N o a M ELEVATION ELEVATION Q ~' m Rim 4 co Lm W", im u RY CERAMIC TILE FLOORING ON = SCALE: 1/211 = 1 111 -0" WONDERBOARD SUBSTRATE MOTES: 5EE PLUMB 1 NG, ELEGTRI G, GERAM I G � - - TILE, AND INTERIOR FINISHES SECTIONS NICHE INTEGRATED INTO TILE - PATTERN, APPROX. 12 11 x 16" IN SPEG I F I CAT I ON5 FOR MATER I ALS OTHER INFORMATION 044/ THIGH FRAMELESS TEMPERED GLASS SHOWER ENCLOSURE O I1 0183J0 G� 44" HIGH WALL - �r m -� REMOVE EXISTING TILE FLOORING. PROVIDE NEW 1802 CERAMIC TILE FLOORING ON \ NEW WINDOW. PROVIDE SOLID TCS m EX 1 STING SLAB \ GORE JAMBS $ SLOPED MIRROR \ STOOL. NO CASING; PROVIDE HECKED BY: TILE SURROUND o o C = i OWNER 4/25/18 O /' - CERAMIC TILE ON / WONDERBOARD SUBSTRATE 1/2" = 1'-0" LEET_Tff F_: SOLID GORE WOOD ' "D 1 SAPPEARI NG" FLAT /' LOW WALL 24"x84" FRAMELESS TEMPERED PANT SLAB DOOR vi/NO CASING. _ a GLASS SHOWER DOOR I$ FIXED PANEL RY PROVIDE MAGNETI G CATCH \\ , `� m PROVIDE SOLID GORE JAMBS $ LAUNDRY THRESHOLD AT SHOWER GUEST \ -- — - BATH bk PA I NTED WOOD VAN I TY MEET -71-5Y211 5, 11 6 ELEVATION w/RECESSED FLAT PANEL DOORS 7 ELEVATION /2 4 DRAWERS. PROVIDE SOLID i GORE COUNTERTOP u u T B AJq T n" SCALE: 1/2" = V -011 BIDDING & PERMIT SET REVISIONS �105 ADDENDUM #1 6x12 BEAMS EXISTING TIMBER FRAMING EXISTING BRICK FACING, PAINTED W NEW WD. CASED P05T = UJ GYP. NEW COUNTER ON NATURAL NEW FLUE (COMES w/STOVE) INFILL BD. OPEN TO KITCHEN WOOD BASE, CANTILEVERED. SPACES AROUND FLUE w/MA50NRY Fm Q 0 FINISH PROVIDE SAME MATERIAL Z AS COUNTERTOP (J) REMOVE EXISTING WOOD STOVE. PROVIDE Z � NEW STOVE: 5TUV 16-15H w/ATTACHED Q Z — COUNTER BEYOND WOOD BOX, PER HAMPTON5 HEARTH LLW 5" THK. SOLID OAK BENCH ON LEGS O MITRED TO TOP, w/CLEAR FIN15H F m Q Vw PAINTED WD. CABINET W SUPPORTING COUNTERTOP W Ul co_ z c!) 0 ELEVATION ELEVATIONz 9 STUV 16-15H WOOD STOVE ~ � w/ATTACHED LOG HOLDER 04 >1111 r' 55" HIGH LOW WALL w/COUNTERTOP, OZ N LOCATION OF EX I STING WALL TO 3" THK. SOLID DOUGLAS FIR BENCH W BE REMOVED ON LEGS MITRED TO TOP, w/CLEAR ui ' LEGS I/ FINISH :�;"' •:.til," ''%`;;;�. ^.yv! v:•,is"•:: ., ., ., ' 'C • lb ^ til��{y}r' ,rj,';'�'.'r'r{: .,•'v,,''aYriyhl'}v v'r�Y.:'^7:��,,�'` x���.n '�'�`7�r''',s,; 1 i I I I I I I I EXISTING BEAMS ABOVE } hx . �•x �.�.�{s REMOVE EX15TING TILE FIN15H x� n .}?;•!f'`;'s'�:`urh!',4'v'�';;{�'.:�.�/.x v'�?,�L{;,u?}, �r?;V,''7,,.}i�?i:,4}! h, r: : '�`.. }� , : in, ., f •:} >.• y �f a HEARTH fix.`u r:tv�^^)v;.: : ` •Cr ,� "r✓' �`'• ,;;f;;:�:.�C�'> }�`'/ t �'?".r'�` ,h,- �y��,: ;:�, {, 1�;, Inom, � .`,: �, ,z •.,�}:1 ..y... EXISTING CABINET w/NEW COUNTERTOP Y4" thk. BLACKENED STEEL PLATE LET O I I I I 101-511 I N, FLUSH w/WOOD FLOORING (SHOWN cV I i I I 11 I I 000I I I I I II PLAN DETAIL NEW 6x6 P05T CASED w/WOOD HATCHED) 05 Z' m I I I - - - - - - - -I— 1— 1- - - - - - I- V _ _ - cf) Q• 01 _ Jam• oma = a O e+> - - - - - r - - - - -- - - - T —I- - - - - - - - A ML R 0 M W _j Z 3 v 1 1 i i I I I I SCALE: 1/2" = 1 ' -0" � w• W I I I I I I I I I NEW CANTILEVERED COUNTER g LL!• a N = M SUPPORTED ON NATURAL WOOD BOTTOM Q M RAIL. PROVIDE SAME MATERIAL AS I I I I I I I I I I COUNTERTOP (n cn• I I I I I I I I I I 2'—O" - - EXISTING GROWN MOLDING PLAN DETAIL EXISTING FINISH TO REMAIN 12 DEEP UPPER CABINET X�- A Iml I L i"L 0 0 M G� = w/2" VERTICAL RAILS AND �" SCALE: 1/2" = 1 ' .0 ADJUSTABLE I SHELVES ` �1f3350'1 �� EXISTING WOOD MANTLE AND STONE FIREPLACE SURROUND 1802 RAWN BY: TCS HECKED BY: 24" DEEP BASE CABINET �y w/RE0E55ED FLAT PANEL 4/25/18 - -- DOORS AND (1) ADJ. SHELF " _ ,_ „ 112 — 1 0 MEET TITLL: � o ELEVATION FAMILY AND 1710ohn LIVING SCALE: 1/21V = 1 ' -0" no BIDDING & PERMIT SET REVI SI ONS 50L I D GORE TUB DECK CONTINUOUS w/BENCH AT SHOWER NICHE INTEGRATED 5TA I NED WOOD OPEN INTO TILE PATTERN, I/ STORAGE UNIT APPROX. 12"x 16". 5 –6y2 8'-8" w/ADJUSTABLE I" SHELVES PROVIDE INSULATION (2) WALL MOUNTED FAUCETS. BEHIND NICHE 2'-4" RECESSED MEDICINE SEE SPECIFICATIONS CABINET w/MIRRORED DOORS PER SPECS Li Li �— —, LLJ RAIN HEAD FLUSH THRESHOLD _ W r SLOPED T DRAIN BATH TUB. SEE _ m LINEAR DRAIN. SEE SPECIFICATIONSI- 5PECIFICATION5 p m o cl) z dJ \ / 'd- z F- LL======= J FIXED GLASS PANEL - HAND HELD Q W D I REGTLY ON TILE FLOOR — � :1 , GERAMIG TILE ON SLAB1FLIP DOWN i o 0 0w/ELECTRIG RADIANT HEAT c� DRAWER FRONT m o o FOR STORAGE Q W �0 W 06 OPEN STORAGE UNIT - w/ADJUSTABLE I" SHELVES z 0) ELEVATI®IBJ ELEVATION STAINED WOOD VANITY z z o o 11 12 w/RECESSED FLAT PANEL DOORS 0 Z i \ Y U M T O 4 SLAB DRAWERS. PROVIDE OU SIN N SOLID GORE COUNTERTOP Q > O > 0FIXED TEMPERED GLASS PANEL FROM 0 LOW WALL TO GE I L I NG z W CERAMIC WALL TILE ON WONDERBOARD 1 '-6" 17'-4" SUBSTRATE RECE55EP STORAGE AREA w/3" 4y2'I RECESSED MEDICINE CABINET DEEP DOOR w/MAGAZ I NE RAO< PER SPECIFICATIONS MAoll= N I GHE I NTEGRAuTED \ id FF dl SCALE: �/2" = 1 ' -0„ INTO TILE PATTEPN, APPROX. 12" x 16" El 08 z• co <. c) 0 O1 a a W, ° o ------------- \ W -,• W Z wa d- RECESSED 5TOIRAGE AREA W, W ' w/3" DEEP DOOR a o w/MAGAZINE RACK W' " r BATH TUB Q �"• cn Coo I - - EXPOSED 3x10 TIMBER BEAMS D 13 ELEVATION 14 ELEVATION yo cl O UP n. `' 1b GYP. BD. 41-1011 ROJECT NO: 4'-4" NOTES: 1802 3/4" SOLID GORE LAMINATESEE PLUMBING, ELECTRIC, CERAM I r-., BY: SURROUND, INSTALLED DIRECTLY TI E AND INTERIOR FINISHES SECTIONS TO FIREPLACE FOR /V4 REVEAL SPEC I F I L ONS _ £:... ..,. .,... ,.":.5k.:. AT GYP. BD. N ANTI FOR MATERIALS � OTHER INFORMATION 4/25/18 SEALED D I REGT VENT PROPANE 1/2" - 1'-0" FIREPLACE PER SPECS 4 CODE I VENTED THRU WALL BEHIND 011 MASTER SUITE 15 ELEVATION � . A tR B '"'--= umwum_ SCALE: 1/2" = V -011 BIDDING & PERMIT SET 5P 5 switche �on king switche — — fixture — — — _ fixture \ I I I \\ � � I II II II I / EE Uj I existing lighting to / remain, except remove — — — / high hat from shower ifl II II I I W LUI o u u u LA� 0 over fire lace }„ Cl) Z 21 —f Z 0 Z W F— IV — � Av U Em S]I- r BF& 'An T H E L E T r R I C L A 14 _ - j_- _ - _ _ - 4- - - - - - - - - - - - = � fi o SCALE: 1/4" = 1' -0" new track I I I new track �'\ / Q W MTVPROVIDE NEW JACKS IN L—� T I �i / \\ 06 SOUTH WALL OF ROOM M — — — — — — — —I- - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — OVER GARAGE - - - - - - - - - -I I- - - - - - - - -/- - - � I I I I I 11 \\ Z 0 F-1I I I I I I 11 \ 0 Z - - - -- - - - - - - - - - L - - - f - - - -- -- - - - - - - - - - - - loor - - —�- - - 1 i r o— - - - I I Q o \ � 1 new track 1� I I new track \ I I I I r :T== I I 0 r— post lights — — — — � � \ N I I existing sviltches to remain I I I I replace existing fixtures II \ I I 1 - - - - - - - - - - - - - — � - - - - - - - - - -i I I I _ I — - - - - - - - - - - - - - - - — - - - - - - - - - -� II I — — replace ick ,xFspl \ / replace existing track replace existing fixture — — — — _ — — — — — — � — — — — — — — — _ —i I I // 06 Z N re lace existing t ck \ I I �\ i I I I/ " p g —1 \X �I I I cn Q• M T` T I I \ 11 / I ►� � Re R/FI _ _ _ _ _ _ _ _ _ _ _ C, - - -��- - - - - - - - - - - 1 -1—j� \ I / w -�• i W replace existing (2) floodlights mounted to dormer = w = * w (3 O I \ above w/new, for greater range M M C, \ O go 0 w• N = M ---- N N pr to 1 / existing - - - - 4- - - � \ O I I I replace existing I replace existing replace existing \ I directional high hats I w/same size fii \w/same size fixt. \ F NEW y / a o, G SA — Wa w MPG U ■ / � I— T XI TI G / _ J �J err ELECTRICAL LEGEND replace existing PROJECT NO: © SEMI-RECESSED STEP LIGHTS w/same size fixt. \ DUPLEX RECEPTACLE OUTLET SURFACE MOUNTED SPOT LIGHT �— — — — — — 1 802 22ov RECEPTACLE OUTLET SWITCH — —— — — — — — — — DRAWN BY: GUAVRAPLEX RECEPTACLE OUTLET DOOR SWITCH 'TS HALF HOT RECEPTACLE OUTLET SWITCH DIMMER ' WATER PROOF RECEPTACLE OUTLET ® TELEPHONE CHECKED BY: GROUND FAULT INTERRUPTOR OUTLET ® TELEV15ION \ HIGH HAT FIXTURE 5/17 SMOKE DETECTOR DATE: 2/25/18 r LVv HIGH HAT FIXTURE LOW VOLTAGE C1 CARBON MONOXIDE DETECTOR \ SCALE: DIRECTIONAL HIGH HAT X SURFACE MOUNTED CEILING FAN I 1/4" — 1 - 011 SURFACE MOUNTED CEILING FIXTURE / SHEET TITLE: ® SURFACE MOUNTED LOW VOLTAGE SPOT 'S UNDER CABINET STRIP HALOGEN FIXTURE TO EXISTING T SURFACE MOUNTED LIGHTING TRACK LIGHTING I-� SURFACE MOUNTED WALL FIXTURE "& or"] G"01— m—M G F 1% M ® SPEAKER LOCATION. I10 v. OUTLET FW EXTERIOR WALL MOUNTED FLOOD LIGHT EXHAUST FAN ELECTRIC ® ETHERNET JACK SCALE: 1/4" = 1' -0" PLANS SHEET NO: BIDDING & PERMIT SET