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HomeMy WebLinkAbout38460-Z �o�OSUCF0 cpGy Town of Southold 2/4/2024 a P.O.Box 1179 0 W x. 53095 Main Rd j ` Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44920 Date: 2/4/2024 THIS CERTIFIES that the building ADDITION%ALTERATION Location of Property: 1350 Robinson Ln,Peconic SCTM#: 473889 Sec/Block/Lot: 98.4-28.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/17/2013 pursuant to which Building Permit No. 38460 dated 10/29/2013 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 pergola,to existing single family dwelling as applied for. The certificate is issued to Bremner,Adam&Hubinsky,Tamara i i of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38460 7/7/2014 PLUMBERS CERTIFICATION DATED Autho ized gnature FOt� 1 Town of Southold 2/4/2024 P.O.Box 1179 53095 Main Rd p� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44921 Date: 2/4/2024 THIS CERTIFIES that the building POOL HOUSE/CABANA Location of Property: 1350 Robinson Ln,Peconic SCTM#: 473889 Sec/Block/Lot: 98.-4-28.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/17/2013 pursuant to which Building Permit No. 38460 dated 10/29/2013` 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: accessory non-sleeping pool house with half bath and pergola as applied for. The certificate is issued to Bremner,Adam&Hubinsky,Tamara of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-10-14-0001 3/23/2016 ELECTRICAL CERTIFICATE NO. 38460 9/29/2014 PLUMBERS CERTIFICATION DATED 4/28/2015 Geor e Beky Jr. Auth riz d ignature TOWN OF SOUTHOLD BUILDING DEPARTMENT ca TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT 4D (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38460 Date: 10/29/2013 Permission is hereby granted to: Bremner, Adam & Hubinsky, Tamara i 440 W 23rd St New York, NY 10011 7 To: ROAD & OFFICE BACK SHELF Additions and alterations to an existing single family dwelling and construction of an accessory pool house (no plumbing) as applied for. Two (2) COs required. Amended to include toilet and sink per SCHD approval. No additional fee. (3/24) At premises located at: 1350 Robinson Ln, Peconic SCTM # 473889 Sec/Block/Lot# 98.4-28.1 Pursuant to application dated 10/17/2013 and approved by the Building Inspector. To expire on 4/30/2015. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $994.00 ACCESSORY $309.60 CO -ALTERATION TO DWELLING $50.00 CO -ACCES Y $50.00 ELECTRIC $185.00 al: $1,588.60 Building Inspec 4�soFFnt,r�oTOWN OF SOUTHOLD �� oy BUILDING DEPARTMENT TOWN CLERK'S OFFICE o� 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#: 38460 Date: 10/29/2013 Permission is hereby granted to: Bremner, Adam & Hubinsky, Tamara 440 W 23rd St New York, NY 10011 To: Additions and alterations to an existing single family dwelling and construction of an accessory pool house (no plumbing) as applied for. Two (2) COs required. At premises located at: 1350 Robinson Ln, Peconic SCTM # 473889 Sec/Block/Lot# 98.4-28.1 Pursuant to application dated 10/17/2013 and approved by the Building Inspector. To expire on 4/30/2015. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $994.00 ACCESSORY $309.60 CO ZTEON LING $50.00 SS RY BUILD G $50.00 otal: $1,403.60 Building Inspector Pates 16 -meq - 1 3 Form No.6 >` o Li-2,f 5 TOWN OF SOUTHOLD i .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&-om 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 ore ngineer responsible for the building. 6. Submit'Planning Board Approval-of completed site plan requirements. �. For existing build ings"(prioko-'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 lnspector'shall state the reasons therefor in writing to the applicant. C. Fees I. 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. 06.1 f7 , Z, New Construction: Old or Pre-existing Building: (check one) Location of Property: 3 '0 (3 1 N.1'o (� [� N4C-7 © fJ.I House No. Street pp r� Hamlet Owner orOwners of Property: Ap kfvL /1", —FkMA Suffolk County Tax Map No 1000,;Section t _:Block =o Lot' ` Subdivision :.Filed Map. Lot: Permit No.3 (P.0 Date of Permit.'/0-21?-! Applicant: Health Dept.Approval: Underwriters Approval: Planning Board-Approval: . Request for: Temporary CerEificate Final Certificate:_ (check one) . Fee Submitted: t - Applicant Signature *pF SO�jyolo Town Hall Annex Telephone(631)765-1802 54375 Main Roady Fax(631)765-9502 P.O.Box 1179 ioQ roger.richertCaD-town.southold.ny.us Southold,NY 11971-0959 oly�4UN'f`I,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Hubisky---Bremner Address: 1350 Robinson Ln City: Peconic St: NY Zip: 11958 Building Permit#: 38460 Section: 98 Block: 4 Lot: 28.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-e SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 11 Ceiling Fixtures 1 HID Fixtures Service 3 ph Hot Water elec GFCI Recpt 3 Wall Fixtures 9 Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 5 CO Detectors Sub Panel 100a A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliancesrl Dryer Recpt Emergency Fixtures Time Clocks Disconnect F1 Switches 2 Twist Lock Exit Fixtures 11 TVSS El Other Equipment: POOL HOUSE, 3-paddle fans, 4-electric wall heaters, 1-exhaust fan Notes: Inspector Signature: Date: Sept 29 2014 81-Cert Electrical Compliance Form(1).xls SOU�yol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 �O roger.riche rtp_town.southoId.ny.us Southold,NY 11971-0959 �0 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Hubinsky----Bremner Address: 1350 Robinson Ln City: Peconic St: NY Zip: 11958 Building Permit#: 38460 Section: 98 Block: 4 Lot: 28.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: G&S Electric License No: 578-e SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 38 Ceiling Fixtures 5 HID Fixtures Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 5 Smoke Detectors 5 Main Panel A/C Condenser Single Recpt Recessed Fixtures 39 CO Detectors 1 Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliancesr4]0 Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 2-exhaust fans, 4-paddle fans, electric cook top, electric oven, 3-ARC fault circuit breakers Notes: Inspector Signature: Date: July 7 2014 81-Cert Electrical Compliance Form.xls i O ?A � Town Hall,53095 Main Road Is Fax(631)765-9502 P.O.Box 1179 ��o ®�i` Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT Ll l I TOWN OF SOUTHOLD I APR 30 2015 �I �J CERTIFICATION Date: �c� 1 5- Building Building Permit No. �v Owner: � l�s f vu (please print) Plumber: G ifo n e__ Tie (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. 01luAers Signa Sworn to before me this �U day ofIl t-1 , 20Af- jj() Am Notary Public, County i2 laf so cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [Vj--`FO 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) St- REMARKS: � DATE 11A113 INSPECTOR - 3 FF OF SOUlyolo cout V act TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] F 1ST [ ] ROUGH PLEIG. [ F kJ1CfDATION 2ND [ ] INSULATION [ FRAMING / TRAPPING [ `] FINAL [ ] FIREPLACE C EY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRI L (FINAL) REMARKS: Pc•d S DATE ,�- INSPECTOR Of SOUlyOlo H O i o�y00UM'I,N`� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ON [ ] FOUN ATION 1ST [ ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: l DATE INSPECTOR rjv so Nri TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION '147r[ .1 FOUNDATION 1ST ROUGH PLEIG. FOUNDATION 2ND INSULATION FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION 04 ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE . INSPECTOR7FIt� _ aoF so�Ty h�� Olo �o 00UNi'I,��Q TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL . [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: G _ a- 1 . DATE �' INSPECTOR s r c TOWN OF UTHOLD BUILDING, DEPT. T W--o F Ir,765-1802 Z INSPECTION FOUNDA!TION IST ROUGH PLUMBING ] FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: DATE -INSPECTORL' 7Z IV I eDUMY,�c� OWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECPON [ ] FOUNDATION .IST [ b] ROUGH PLUMBING �/�,� [ ] FOUNDATION 2ND [ ] INSULATION ` ® [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATI N [ ] CAULKING REMARKS: DATE INSPECTOR i CD _ o��OF SObTyo! 'YcOUNi`I,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE.& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLA ON [ ] CAULKING REMARKS:- , DATE INSPECTOR O��Of SO(/l�ol - � o cOUNTY,� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 N-ISPEC ION [/FRAMING ION 1ST [ ],ROUGH PLUMBING ON 2ND [ ] INSULATION STRAPPING [ ] FINAL ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION -----F ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS- b .q V DATE INSPECTOR i� i . cOUNiV,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 I NTN [ 'x ] FOUNDATION 1 ST [ ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ -] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR S 010�2 OF s0 l � o eOUM`I,Nc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ rNSULATION GH PLUMBING FOUNDATION 2ND [ [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKI REMARKS: J1 DATE INSPECTOR OF SOUjy�lo �o • �o T L`b OWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) irl ELECTRICAL (FINAL) [ ] CODE VIOLATION CAULKING REMARKS: DATE / INSPECTOR e SOF SO!/TH TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INS LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: c 0 DATE INSPECTOR i �o��OF SO(/TyOlo TOWN, OF SOUTHOLD BUILDING DEPT. , 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROU PLUMBING [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: T&=atlz L4 Ai- ILK DATE G INSPECTOR *pF SOUIyOIo # # TOWN OF SOUTHOLD BUILDING DEPT. Jg �® °`ycourm��'' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL � � 11 � /oavv_ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMAR : � DATE off• INSPECTOR 24190 Main Road studio a/b 651 West Main Street PO.Box 444 info@studioabarchitects.com Riverhead,NY 11901 Orient,NY 11957 architects www.studioabarchitects.com tel.631 591 2402 tel.& fax 631 323 1426 ' i June 1, 2015 � JUN - 2 2015 �'j Building Inspector Building Department, Town of Southold Southold Town Hall Annex, 54375 Main Road P.O. Box 1179, Southold, 11971 Re: Hubinsky/Bremner Residence Pool House 1350 Robinson Lane Peconic Tax Map#: 1000-98-04-28.1 Building Inspector- 1, nspectorI, Hideaki Ariizumi, architect,with my best professional knowledge, hereby state that the pergola frame built with the stainless steel cross tension wire cables should withstand the wind load as required by the Code. cat AR ARlj A\ Sincerely, sIX 0� ,r�g't CoQ r Of- Hide FHide ki Ariizumi,AIA studio alb architects 651 West Main Street,Riverhead,New York 11901 tel.631 6912402 fax 631 323 1426 info@studioabarchitects.com ' , ll� 'IrA MAM UA MA awl PLUMING .z.- r �W INSUL ATION PBA N. STATE ENERGY . _ Ml0 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health '-i SOUTHOLD,NY 11971 4 sets of Building Plans Y E� TEL: (631) 765-1802 Planning Board approval a FAX: (631) 765-9502 Surveys SoutholdTown.NorthFork.net PERMIT NO.,!f:) � Check Septic Form p N.Y.S.D.E.C. SPD Trustees n Flood Pen-nit M 0 Examined 4 J ,20__/3 - Storm-Water Assessment Form r4 Q Contact: FE [ Approved U (/ ,20 -- Mail to. { 1 D e k c 0 Aiz t l Z 0m 1 Disapproved a/c OCT 6 9 t►/ei�P MAfN Sfi, �;.aenl�e�c Ile Phone: _qct Expiration O ,20 g .DEPT. Q SOUTHOI Builds n pector APPLICATION FOR BUILDING PERMIT Date (� `"'7 , 20-L-1- 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. I - (Si ature of applic n or name, if a corporation) 651 West Main Street, Riverhead, NY 11901 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Architect (NYS 023787) Name of owner of premises Adam Bremner, Tamara Hubinsky (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. 36526-H � Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 1350 Robinson Lane, Peconic House Number Street Hamlet County Tax Map No. 1000 Section 98 Block 04 Lot 28.1 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single Family Dwelling b. Intended use and occupancy Single Family Dwelling use)H 3. Nature of work(check which applicable):New Building X(Accesory PoolAdodition X Alteration X Repair Removal Demolition Other Work (Description) 4. Estimated Cost $472,000 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units One Number of dwelling units on each floor n/a If garage, number of cars 6. If business,commercial or mixed occupancy, specify nature and extent of each type of use. n/a 7. Dimensions of existing structures, if any: Front 44.5 Rear 48 Depth 60 Height 18.2 Number of Stories 1 Dimensions of same structure with alterations or additions: Front 55.5 Rear 48 Depth 74.7 Height . 18.2 Number of Stories 1 8. Dimensions of entire new construction: Front n/a Rear n/a Depth n/a Height n/a Number of Stories n/a 9. Size of lot: Front 172.45 Rear 164.5 Depth 257.8 10. Date of Purchase February 2006 Name of Former OwnerMichael and Mary Heagerty 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 Adam Bremner 1350 Robinson Lane 14.Names of Owner of premises Tamara Hubinsky Address Peconic Phone No. 646 249 9071 Name of Architect Hideaki Ariizumi Address 651 West-Main Street phone No 631591 2402 Name of Contractor Tnm (;ahriPlsPn Address J870MainRoad Phone No. 631335-8197 Jamesport 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 NO X IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO X * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) Hideaki Ariizumi 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 20 FAY HA1JC7AY NOTARY PUBLIC,STATE OF NEW Y P GYA IF1ED Its SUFFOLK C ' '` Public No.01W,1100U65 Signature of Applicant PAY CO?�.'ANKIOU EXPIRES7, /S� i . aF SOup,o` Town Hall Annex J [ Telephone(631)765-1802 54375 Main Road cn (631)76 �5Q2, P.O.Box 1179 G Q roCler.richert(CUfown.soul ola.nY.Us Southold,NY 11971-0959 �lyVU 01 BUMDING DEPARTMENT I TOWN OF SOUTHOLD i. APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: i Company Name: G. j.. Name: , License No.: Address: / U O u� 1l Q"7/ Phone No.: 6 S'7o l f � JOBSITE INFORMATION: (*Indicates required information) *Name: A!V/9A!-1 y/3/ ,t/.sr-/ P t)/4/;y / '1/!/ *Address: �3 ��s,,9 A/ � AJ,'C— A&2 { ��.✓�� *Cross Street: *Phone No.: a e114 19 9 190 Z/ Permit No.: Tax-Map District: - 1000 Section: Brock: Lot: Z' *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: ES NO. Rough In *Do-you need a Temp Certificate: YES /10 Temp Information(If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 . 400 Other f *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION i .82=Request for Inspection Form r�� *pF SO(/jyolo Town Hall Annex 411 J Telephone(631)765-1802 54375 Main Road da (631)765-995Q2, P.O.Box 1179 roger.richert(a�town.southo ny.us • �O Southold,NY 11971-0959 O NTY,�c� BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: /,,L .;L Company Name: e ' �( G��l G Name: License No.: Z f Address: , d� x �-�SSod ,opo /1) �/ Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: �',�IwA AA AJ 0S/,/.T/< IV ,hl DA/r'I 2i?Z=��CC_111z *Address: /.3 S ,r31,,V 0 o nl z,0,-J4_ z6CP,-tic iiy *Cross Street: /y1=-c.0 ,A A *Phone No.: V(,, o)V19 9072 Permit No.: _ ,,3zg6o Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) _jwC96 40 0✓L Z4 Ene�a_ V -i�� 'DU CTin/G �s� �Tj (Please Circle All That Apply) *Is job ready for inspection: YES ANO Rough In Final *Do you need a Temp Certificate: YES NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: i; `G L ^,� UPAY I E T DUE WITH APPLICATION !il I U 82-Request for Inspection Fo BLDG �FPT. 6, �/ TOVIN IF SOUTNOLD ,2v Scott A. Russell �d°SU���� James A. Richter, R.A. SUPERVISOR 0 Michael M. Collins, P.E. SOUTHOLD TOWN HALL-P.O.Box 1179 u' Z p 53095 Main Road-SOUTHOLD,NEW YORK 11971 Telephone#: (631)-765-1560 Fax#: (631)-765-9015 �. MICHAEL.COLLINS@TOWN.SOUTHOLD.NY.US '� > JAMIE RXWN.SOUTHOLD 1V1�i Office of the Engineer p 1 Town of Southold n Q 2013 STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET ( TO BE COMPLETED BY THE APPLICANT ) TO: ENGINEERING DEPARTMENT PLEASE ATTACH THE FOLLOWING DOCUMENTS or INFORMATION. FROM: BUILDING DEPARTMENT ❑ COPY of completed Application for Building Permit DATE: "�` a �� . � � ❑ Stormwater Management Control Plan APPLICANT: ❑ Completed Chapter 236 Stormwater S.C.T.M. Review Checklist PROPERTY ADDRESS: 1. 5 b Nc CQ r-I t C BRIEF PROJECT DESCRIPTION:� RST-F-Coo ft.4L.TtMZ'ioN i•i.,C(,0 pi NG f•J a SC (-(o rR- N';= Te P FED 2o0&L t 6G;6 N P Ort-Pk'EN J- (3r--D 12 WM r e4-(rr E�+"=2Y 12FCc+NF4GGa-k Tin ti, CEt4' U jNING , t Pe T--e0-3MAcLek[)D'1[r'c-, 0OF- RGA!Z ,4-RA CoNNG2T[eN 2?, Poo L (-Fd(3sU-, A5 4C N0 ,4CC�S�CdY r 6u t Lp rN G bef u;s Size, Ave& FO ENGI IN PARTMENT USE ONLY Reviewed By. Date: Appr Ad itionRequired: rip"sufFo i o DATE: Oct, . . CHAPTER 236 APPLICANT:- Stormwater Review Checklist S.C.T.M.#: PHYSICAL ADDRESS: t 357D P-ai31C vp �N�r Cd�1 Stormwater Management Control Plan Requirements' Yes No NA If No or NA,Please Provide Additional Information 1. Plan drawn to scale of not less than 60 feet to the inch showing: a. location and description of property.boundaiies b. total site acreage c. existing and natural and man-made features on and within 500 feet of the site boun as re�,uired in 236-17(C)(2). ?CY l S �4�fi tC, �� so V".E' �rr d, test hole data indicating soil characteristics and the depth to water e, proposed limits of clearing and the total area of proposed land disturbance x f. existing and proposed contours of the site(minimum 2' interval) g. location of all existing and proposed structures,roads, driveways, sidewalks, dralna a improvements and utilities IX h, spot grade and finished floor elevations for existing and proposed f structures x i. location of the swimming pool discharge ring j. location of proposed soil stockpile area(s) k. location of the proposed construction entrance/staging areas 1. location of the proposed:concrete washout area 9-N NSG. q r 2 Y. in. location of all proposed erosion and sediment control measures 'fl STK 'ic—'-cXMU 2. Plan includes calculations showing that the stormwater improvements �S are sized to capture, store and infiltrate on-site the runoff from all WC C4,rJ APP Re ac4 NC-0 - impervious surfaces generated by a two-inch rainfall 3. Detail drawings(required for planapproval)provided for: a, erosion and sediment controls b. construction entrance va C c� ,aFn v ,�: t2G i lib c. inlet.structures(e.g. catch basins,trench drains,etc.) SSM ESS ° d. leaching structures(e.g. infiltration basins,swales,etc.) 3 M 4� A S Ata v G SlA M 1✓ �L5 Gov C REVISED 7/24/2013 SO�IyOI Town Hall Annex O Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD June 3, 2015 Adam Bremner & Tamara Hubinsky 440 W. 23rd. St., Apt. D New York, New York 10011 RE: 1350 Robinson Lane, Peconic TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Survey with Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT: 38460-Z addition/alteration & accessory poolhouse SCDHS # Ref. RIO-10-0032 • d The locations of wells and cesspools ' shorn, herdon are from field observations / am familiar'with the STANDARDS FOR APPROVAL ;r O and or from data obtained from others. AND CONSTRUCTION OF SUBSURFACE SEWAGE "_' D Therefore their locations and or existence DISPOSAL SYSTEMS FOR SINGLE FAMIL Y RESIDENCES is not guaranteed and wN abide by the conditions set forth therein and on the N ' permit to construct. 0�, m OO a x.17.0 m LIQ. E• Q 0 EL 20.2 N. 7 4-1-8Q, / `-0 t opC WATERS = 2� Q f� P/0. : prXe J 1 .26'1 Q, 1 � 1 � 't0. P y �- �. Pay. z p J w - P! �6��� • ' ��: � �. � - ; � SURVEY OF PROPERTY I 4 A T INDIAN NECK - PECONIC • ��: _ F TOWN OF SOUTHOLD 38_G Z SUFFOLK COUNTY, N. Y. 1000 - 98 -'04'- 28.1 h T o s��� <y� ten , Scale- 1 = 30 M ioCr/lid ` j 0 7D O 'fin lir. EL 20.7 \ ` a Mar. 29, 1994 h N a. L.v ? __ May 20, 2010 (certifications) -m. ,000/ s -- z D 0 �,_„_� {erect_ ,\ z �” Wvo� `I .3s 5 O JULY I3, 2010 (B.O.H M16.1 Pop4,yt�D Z \ /B-4' Pore Y Ote°cv O 3 NOV. 41 2010 llinoll M to kA- err nAc ��� ` N OtA —- w Z. Z ^• _ 4 P Q. V E y g deck ''°•��� d/ f'71 EL 92 ,a t �p eea' ►°- �. 10.0 le S CERTIFIED To, ADAMBREMNER TAMARA 14USINSKY �R 2192' 0 poo/ay�.� a• N- Q. ^ 'OF NEW �� 3' SAT UNKNOWNS �� C�,p r,,o,; • W. w �z ,ff S. 77.26 LQ �. ' gYST S�TICIOSYSTEr�� 2 EL 12� 101F Tic LLIN6 ��LL 150 , TO I f`i2:3 E /49618 L 0 T NUMBERS ARE REFERENCED` TO LOT O P ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION �� / MAP OF PECONIC BAY OAKS;FILED 1N THE of SECTION 7zos OF rHE NEW YORK STATE EDucAT10N LAW. PECONIC URVE . 1 OFFICE OF THE SUFFOLK COUNTY CLERK ON EXCEPT AS.PER SECTION 7209-SUI3�IVISION 2. ALL CERTIFICATIONS (5161 765 - 5020 FX 65- 1797 OCT. 18,1961 AS MAP NO. 3434 HEREON ARE VALID FOR THIS-MAP AND COPIES THEREOF ONLY PO. BOX 909 IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL Of THE P.0 TRAVELER STREET 4 '38 SURVEYR HOSE SIGNATURE APPEARS HEREON. ELEVATIONS ARE REFERENCED TO AN OWHOSE - - - . ASSUMED DATUM AREA = 38,311 sq. ft. SOUTHOLD, N.Y. 11971 SCDHS # Ref. RIO-10-0032 The locations of wells and cesspools shown hereon ore from field observations l am familiar with the STANDARDS FOR APPROVAL r.� and or from dor obtained from others_ AND CONSTRUCTION OF SUBSURFACE SEWAGEU_' Therefore their locations and or existence DISPOSAL SYSTEMS FOR SINGLE FAMIL Y RESIDENCES N rnZ is not guaranteed and will abide by the conditions set forth therein and on the u+ permit to construct. N . cn kA , o m EL 17.0 Z. 77,26'10" E. _ Q0, EL 20.2 ` N. 47.80 T 10• 'Woe,, :\ _ LQ WATER 210.00' ��" Q P/OpwO-LIQ - �BLic / /J;� I W N 77°2610 \� Q s ELj9' P/O '�p7 S SURVEY OF. PROPERTY W 3 e A T INDIAN NECK - PECONIC TO WN OF SOU THOLD Z Z SUFFOLK COUNTY, N. Y. 23.x' • O 1000 - 98 - 0 4'- 28.1 m ♦= 30Scale: 1 J cC r c1 v 5° lin fir. EL 20.7 '�`� Z Mar. 29, 1994 osr 3 .,Z.o y Ma 20 .(c 2010 ertifications) JULY 13, 2010 (B.O.H. info.) P�oP�r 7q O 3 NOV. 4, 2010 (final) decN o Z. z t wood , U ^• P CL d 8 Y g deoK Q: _,� EL g2 EL 10.5 o•ti S CERTIFIED TO, 11 p ¢ t o •� ADAM BREMNER o TAMARA HUBINSKY 5 210•g2 p poo/e9"/ 1 cOF New O HCl ��3' I" � ������•I~�E�2 Q �~ UN�N°WM 1 fns 02610" W. ARNI?ZySTEH1 LOCA C1°SYSTEM.) 2 �s a E 16.0 S. 77 N/O/FLLN� B EPTIC,.50 4 TO SEPTI 1 OWE (WELL LOT NUMBERS ARE REFERENCED" TO LOT 2'O NU��49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION 4 / f MAP OF PECONIC BAY OAKS;FILED IN THE OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. PECONIC 0RVE 1 OFFICE OF THE SUFFOLK COUNTY CLERK ON EXCEPT AS-PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS (516) 765 - 5020FX� 65- 1797 OCT. 18,1961 AS MAP NO. 3434 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY P. 0. BOX 909 IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE 1230 TRAVELER STREET ELEVATIONS ARE REFERENCED TO AN SURVEYOR WHOSE SIGNATURE APPEARS HEREON. 4 -/ ,38 ASSUMED DATURA AREA = 38,311 sq ft SOUTHOLD, N.Y. 11971 pots shown hereon oro SURVEY OF PROPERTY j�j0-1t?-00� The location of public tooter, wells and Ceobtoined from others. �' SCD1Y5i� is not 9 AT INDIAN NECK—PECONIC data uoranteod r Au FAMILIAR tf1N Tr.E SA FOR aPPnOVAL from field observations and or from TOWN OF SOUTHOLD Af;D CONS7RUCr70'7 OF sus-Su=FAG�'^%��DtSFOSAC therefore their locations and or existence N Y. SYST'NS FOR S+N_E Y F-S'DcN�S AND NtLt ABIDE �Yo SUf'OLK COUNTY, BY TtiE cavDmays SET Fc^rH rHFnR.v AND ON THE at>� PERMIT TO COM57,-Ucr. O 2000. a2N .,�Q', a,yv"r 100/0s-9y8,-04 261 !o LOQ 2 •- O mot "L SC us SCDBS# REF' RIO-14-0001 P MAR.29, 1994 to MAY 20, 2010 (CER 77FICA 77ONS) pa's 47. 0 ,JULY 13, 2010 (B.O.H. R/FO.) GRAVEL NOV. 4 2010 (FINAL) /s.©lo oeR APRIL 1, 2014 (PROP. POOL HOU- . rn, AUGUST 13, 2015 ;4z -� �- F�/+/ rz OCT.5. 2015 (SEP7IC LOCA7)Ol/) ^1 JAN. 12, 2016 (RELOCATED PROPANE 7A1IY.) LA =0POLC htG►FE 1 C u- OF A B 0 , NI II ! 7 STORY lL1i x a J B: x FR. HOUSE ASPHALT IVEWAY HawPOOL HOUSE = O C D (-/11 .S7 JE I 7S3 ' st {p � D mm7�0 1 i mw'urc7wc.-_CAT //., n K y 1 PAVERS til �D'W006 y b Jur $�1 1 o POOLpy- ■� �,/ D,taS fO� c OF�``Cr�� PARD �9 �d .� �s II • = REBAR O ; ,oaMa �p�tOv'rt N OPed¢P5\r ��Y`r�.r`yd-`�•\��' [I = METER VAULT 1 a� �cJ �6 (•�[. N/O,/F�up _ CERAfiED TO. O ADAM BREMNER 6 10 Vl3 y = MONUMENTN7'J~L ' S�N- VARN� - TAMARA HUBINSK m = WATER METER '' (01pwN) 1 lygr7,' £LEVAROYS ARE REFERENCED TO AN ASSUMED DATUM �^•'� �� - S O t,` (� ` a- ~_ ` ��C�1 �% _y,'�' S_ LIC. NO 49678 N Y_ ANY AtWRARON OR ADD/ION TO THIS SURY£Y 14 4 �O(�,]�JN..✓i�..i� `' !� � i RVEYaRS, P.G OF S£CRON 72090E 7HE NEw YORK STATE EDUC11•7r7}��,�'�/�L.AW. EXCEPT AS PER SECROY 7209-SUBDMSIOY:2. ALL'CERRRCA ROIlS MAR 1 7 Za (631) 765-5020 FAX(637J 765-1797 HEREON ARE VAUD FOR THIS MAP AND COPIESVHEREOF D,VLY IF 1 SERVICES P.O. Box 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR AREA = 38,311 SO. FT. SUFF.CO.HEALTH GT. 1230 TRAVELER STREET 94 13B MHOS£S/G+VA711RE APPEARS HEREON. t„� - OFFICE OF�YASTEWATER 11< SOUTNOLD, N Y. 71971 f REScheck Software Version 4.4.3 Compliance Certificate i- Project Title: Hubinsky/Bremner Residence Energy Code: 20091ECC Location: Suffolk County, New York Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 5999 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 1350 Robinson Lane Adam Bremner,Tamara Hubinsky Hideaki Ariizumi Peconic,NY 11958 studio a/b architects 651 West main Street Riverhead,NY 11901 Com. _ Compliance:8.4%Better Than Code Maximum UA:441 Your UA:404 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. Gross • Assembly Area or or D•• Perimeter • Ceiling 1:Flat Ceiling or Scissor Truss 2383 0.0 38.0 60 Wall 1:Wood Frame,16"o.c. 210 15.0 0.0 13 Window 1:Wood Frame:Double Pane with Low-E 8 0.500 4 Window 2:Wood Frame:Double Pane with Low-E 20 0.300 6 Window 3:Wood Frame:Double Pane with Low-E 16 0.280 4 Wall 2:Wood Frame,16"o.c. 157 15.0 0.0 10 Window 4:Wood Frame:Double Pane with Low-E 16 0.280 4 Window 5:Wood Frame:Double Pane with Low-E 16 0.280 4 Wall 3:Wood Frame, 16"o.c. 141 15.0 0.0 7 Door 1:Glass 56 0.300 17 Wall 4:Wood Frame,16"o.c. 468 15.0 0.0 22 Window 6:Wood Frame:Double Pane with Low-E 27 0.270 7 Window 7:Wood Frame:Double Pane with Low-E 27 0.270 7 Door 2:Glass 56 0.300 17 Door 3:Glass 66 0.460 30 Wall 5:Wood Frame,16"o.c. 309 15.0 0.0 18 Window 9:Wood Frame:Double Pane with Low-E 25 0.300 8 Window 10:Wood Frame:Double Pane with Low-E 23 0.280 6 Window 11:Wood Frame:Double Pane with Low-E 23 0.280 6 Wall 6:Wood Frame, 16"o.c. 14 15.0 0.0 1 Wall 7:Wood Frame, 16"o.c. 100 15.0 0.0 7 Window 12:Wood Frame:Double Pane with Low-E 12 0.280 3 Wall 8:Wood Frame,16"D.C. 144 15.0 0.0 10 Window 13:Wood Frame:Double Pane with Low-E 4 0.280 1 Window 14:Wood Frame:Double Pane with Low-E 4 0.280 1 Window 15:Wood Frame:Double Pane with Low-E 4 0.280 1 Wall 9:Wood Frame,16"o.c. 174 15.0 0.0 13 Wall 10:Wood Frame, 16"o.c. 19 15.0 0.0 1 Wall 11:Wood Frame,16"D.C. 67 15.0 0.0 1 Window 16:Wood Frame:Double Pane with Low-E 31 0.270 8 Door 4:Glass 25 0.550 14 Project Title: Hubinsky/Bremner Residence Report date: 10/15/13 Data filename:C:1Users\HA\Documentslstudio ablprojects11303 Hubinsky\Docs\Regulatorylrescheck4 permit.rck Page 1 of 2 v Wall 12:Wood Frame,16"o.c. 77 15.0 0.0 6 Wall 13:Wood Frame, 16"o.c. 306 15.0 0.0 20 Window 17:Wood Frame:Double Pane with Low-E 18 0.280 5 Window 18:Wood Frame:Double Pane with Low-E 4 0.280 1 Window 19:Wood Frame:Double Pane with Low-E 18 0.280 5 Wall 14:Wood Frame, 16"o.c. 41 15.0 0.0 1 Window 20:Wood Frame:Double Pane with Low-E 26 0.500 13 Wall 15:Wood Frame,16"o.c. 41 15.0 0.0 2 Window 21:Wood Frame:Double Pane with Low-E 18 0.275 5 Wall 16:Wood Frame,16"o.c. 41 15.0 0.0 2 Door 5:Glass 20 0.550 11 Wall 17:Wood Frame,16"o.c. 0.0 1 Window 22:Wood Frame:Double Pane with Low-E ��3 � AF11 ��� 0.270 7 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space .0 L� t1O 14 ry Compliance Statement. The proposed building design described here! P isten ( ing s, pecifications,and other calculations submitted with the permit application.The proposed buildintis een` ed'o eet he 2 09 IECC requirements in REScheck Version 4.4.3 and to comply with the mandatory requirement lists 'n " `dc e�tio Checklist. Na6e-Titlep�' Sign ture f' Date Project Title: Hubinsky/Bremner Residence Report date: 10/15/13 Data filename:C:\Users\HA\Documents\studio ab\projects\1303 Hubinsky\Docs\Regulatory\rescheck4 permit.rck Page 2 of 2 REScheck Software Version 4.4.3 Compliance Certificate Project Title: Hubinsky Residencce Pool House Energy Code: 2009 IECC Location: Suffolk County,New York Construction Type: Single Family Glazing Area Percentage: 17% Heating Degree Days: 5999 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 1350 Robinson Lane Adam Bremner,Tamara Hubinsky Hideaki Ariizumi Peconic,NY 11958 studio a/b architects 651 West Main Street Riverhead,NY 11901 631 5912402 hideaki@studioabarchitects.com VA• • • Compliance:7.5%Better Than Code Maximum UA:227 Your UA:210 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. Gross • Assemblyor or D•• Perimeter • Ceiling 1:Cathedral Ceiling 359 38.0 0.0 10 Ceiling 2:Flat Ceiling or Scissor Truss 36 0.0 38.0 1 Ceiling 3:Flat Ceiling or Scissor Truss 44 0.0 38.0 1 Wall 1:Wood Frame,24"o.c. 94 15.0 0.0 7 Wall 2:Wood Frame,24"o.c. 51 15.0 0.0 3 Door 1:Solid 17 0.350 6 Wall 3:Wood Frame,24"o.c. 32 15.0 0.0 2 Wall 4:Wood Frame,24"o.c. 203 15.0 0.0 6 Window 1:Wood Frame:Double Pane with Low-E' 34 0.270 9 Window 2:Wood Frame:Double Pane with Low-E 34 0.270 9 Door 2:Glass 55 0.300 17 Wall 5:Wood Frame,24"o.c. 246 15.0 0.0 16 Window 3:Wood Frame:Double Pane with Low-E 36 0.280 10 Wall 6:Wood Frame,24"o.c. 381 15.0 0.0 26 Window 4:Wood Frame:Double Pane with Low-E 12 0.280 3 Door 3:Glass 20 0.870 17 Wall 7:Wood Frame,24"o.c. 51 15.0 0.0 3 Window 5:Wood Frame:Double Pane with Low-E 4 0.280 1 Wall 8:Wood Frame,24"o.c. 15.0 0.0' 7 Floor 1:Slab-On-Grade:Unheated �EUP ASC ` 10.0 56 Insulation depth:3.0' Compliance Statement: The proposed building design describ sis {with tie� ouit�ii g plans,specifications,and other 6 ? tit"n calculations submitted with the permit application.The propos ii in nd€ igned frl t the 2009 IECC requirements in REScheck Version 4.4.3 and to comply with the mandatory req i nts I' id?::#Ft ';RESch ck�l pection Checklist. .Q,aLoi� h-211ZUKt 1 Z n<.4J f�— �� • �� •�� Name-Title OWL C ,1 C C}- tatu � ,�� �U Date OF NE``l Project Title: Hubinsky Residencce Pool House Report date: 10/15/13 Data filename:C:\Users\HA\Documents\studio ab\projects\1303 Hubinsky\Docs\Regulatory\poolhose rescheckl.rck Page 1 of 1 studio a/b architects 651 West Main Street, Riverhead, NY 11901 �j 631 5912402 631 3231426 O info@studioabarchitects.com N � � Owner: Tamara Hubinsky & Adam EXISTING CI Bremner E CIRCULAR DRIVEWAY TO BE REMOVED WHERE DASH LINED 1350 Robinson Lane, Peconic, New York 11958 2 Phone 646.249.9071 EI-20 Ne-mail t.hubinsky@gmail.com EXISTING DRYWELL 8FT DIA. 6 FT DEEP o o2 ro ' Pj0\_0T �e1C W PERI 1 00, -.- �' `` m � N'��4'7•$�30`.:,,:r''r 1. WE�01AG 1pi �' TURN SPACFR EXISTING BASEMENT STAIR r PROPOSED PARKING PROPOSED REAR YARD ACCESS STAIR AND 14.11 LANDING EXISTING SOLAR WATER HEATER TO BE RELOCATED W ON THE PROPOSED POOL HOUSE ROOF / 2< I z 19.3 20"MAP E 4',WIDE WALKWAY ' MANHOLE,4'DIA., 4'DEEP, KEEP MIN. 8' _ CLEARANCE TO EXISTING SEPTIC TANK r i 5'-0" AND LEACHING POOLS + i0 -- z EXISTING SEPTIC SYSTEM: 1500 GAL SEPTIC TANKNEW SLATE TILE WALKWAY r ~ AND 8'DIA., 8'DEEP 2-LEACHING POOLS TO REMAIN � 1' � J \� '' �� PROPOSED ADDITION REQUIRED POTENTIAL 50%SEPTIC SYSTEM y _--L- ----�} 0 - 101/2" I m EXPANSION LEACHING POOL LOCATION 2 � \� + 'a° ` DW EXISTING OAK TO + 1+ O RELOCATED UNDERGROUND PROPANE TANK BE REMOVED r 22'+/- \ + 7+/—' aF �o•a�ir� r + NEW GAS LINE CONNECT T4 EXISTING Q + 75'- 10"+/- EXISTING 1 STORY PROPOSED POOL HOUSE — i �OpO V5E FRAMED DWELLING 529.88 SQ, FT. , 3 �i P00� LP \\ I F.F. EL 18.5' °°"' i „NIP EXISTING AND NEW 2 �g,.q• i \ f (BUILDING PERMIT#38460) 2 +� i - ___ TOTAL 2,352.67 SQ. FT. 1112" "- ' 223'kl' ___- ST — — — - 35.5'(EXI I F.F. EL 20.T No. Description Date ., , � .............._STING) 1 3 Revision 3 215/14 YG A!. 4 Revision 4 2/25/14 r J I EXISTING POOL FENCE RELOCATED O N , W PATIO', + 5 ----------- 0 5 Revision 5 3/11/14 No _ _ _o DW _ 0 2' + EXISTING DRYWELL 0 8FT DIA., 6 FT DEEP b + EXISTING DECK TO REMAIN Z S ` w- — — EXISTING WINDOW 1 EXISTING c� r WELL, TYP. SCREENED PORCH EXISTING PROPANE TANK o i 10.1- ISTINL92 TO BE RELOCATED i EXISTIN ' E PATI SWIMMI G PO 15 ' 5 + 10 EXISTING SHED TO BE DEMOLISHED EXISTING GAS LINE AS' PROPOSED POOL HOUSE WATER MAIN CONNECTED TO EXISTING HOUSE WATERr O D ice' OCPVIONv�KNOWNI KEEP 18"VERTICAL DISTANCE AT CROSSINGS TO EXISTING STORMWATER LINES AND - EML GAS LINE ` S•ZT°23 10µw EULING�P SPVO SEp�ICSYS�E�l EXISTING POOL FENCE -- ' IwEU-1501k EXTENDED TO NEW POOL HOUSE F X1-16 , EXISTING POOL EQUIPMENT ° r ''• EXISTING STORMWATER&POOL DISCHARGE LINE TO REMAIN cli /� - PROJECT: 4 lO�� --0 Hubinsk /Br _ y emner Residence, Pool House EXISTING 1500 GAL. SEPTIC TANK POOL Plumbing Work HOUSE F.F. INVERT ELEV. INVERT ELEV. MAIN 18.5'+/- 10.3'+!- ' HOUSE 4"WASTE Siie`,Pian' 50'+/. — -25'+/- lyI MAR z 1 2014 `i . MANHOLE, 4'4'DIA., 5.5'+/-DEEP, INVERT ELEV. 13+/- W/RUNGS @12"O.C. SITE PLAN NOTES COVED OR BENCHED BOTTOM, 1. THIS SITE PLAN IS BASED ON A SURVEY MAP BY PECONIC SURVEYORS, P.C. Project number 1303 24"DIA. CAST IRON COVER ON GRADE AS PER HEALTH DEPT, REQ. LAST DATED NOV. 4, 2010 Date 3/20/14 2, EXISTING SEPTIC SYSTEM: Drawn by HA Pool House Sewer Line Hook U Dia ram SEPTIC TANK: PRECAST CONCRETE 1,500 GALLON WITH BAFFLE WALL a 2 N.T.S. LEACHING POOL: 2-PRECAST CONCRETE, 8 FT DIA.X 8 FT DEPTH Checked by GB v A . 01 0 Scale N.T.S. M Wall Types Door Schedule Type Frame and studio a/b architects Mark Description Wall Construction Wall Thickness Type Comments Mark Room 7_ DoorType Dim Product Finish Trim Lock Set Handle Note 651 West Main Street, 4 Rain Screen on 2x4 watt Exterior: Horizontal 5/4 x 6 STK Cedar Decking on 1x3 Furring Strip on 7 3/8" P1 Pool House Den Sliding Patio Door 7'-11 1/4"x 6'-10 3/8" Andersen 400 FWG80611R Exterior white, Interior pine wood sealer Painted Standard Anvers Satin Nickel Gliding Screen white, Pool Alarm Riverhead, NY 11901 HeavyDuty W.R.B. on PI Sheathing, Interior GWB or Fiber Mat GWB 6315912402 y ywd g P2 Pool House Den Steel Full Glass Insulated Swing Door 36"x 80" Peach Tree Avanti A19, or Equal Clear Glass,sash painted Painted Entrance Schlarge D Lever handle Tubular, Satin Nickel 631 3231426 Painted, or Cement Board Tiled P3 Pool House Shower Room, exterior Steel Flush Insulated Swing Door 30"x 80" Peach Tree Avanti Al 00, or Equal Painted Painted Entrance Schlarge D Lever handle Tubular, Satin Nickel Pool Alarm info@studioabarchitects.com 5 2x4 partition GWB or Fiber Mat GWB Painted, or Cement Board Tiled 41/2"or 4 3/4"if tiles P4 Pool House Storage Steel Flush Swing Door 36'x 80" Peach Tree Avanti A100, or Equal Painted Painted Entrance Schlarge D Lever handle Tubular, Satin Nickel P5 Pool House Dressing Room Wood Pocket Door 30"x 80" Solid core Birch Flush, Painted Painted Painted P6 Pool House Shower Room, interior Wood Swing Door 30"x 80" Solid core Birch Flush, Painted Painted I Painted 1Privacy I Schlarge D Lever handle Tubular, Satin Nickel Owner: Tamara Hubinsky & Adam Window Schedule Bremner Type Mark quantity Product Dimentions R.O. Finish Glazing Sill Height Head Height Comments 1350 Robinson Lane, Peconic, New York 11958 Phone 646.249.9071 P1 2 Andersen 400 Flexi Frame Rectangle 5'-W x 6'-10 3/9' 5'-01/2"x 6'-10 7/8" Pine,wood sealer Low E4, Tempered -0'-0 3/4" 61-95/81, e-mail t.hubinsky@gmall.com P2 1 set of 3 Andersen 400 AW51-3V 4'-11 7/6'x 7'-1 3/3" 5'-0 3/8"x 7'-1 7/8" Pine,wood sealer Low E4, Tempered 0'-0" 7'- 13/8" P3 1 Andersen 400 AW51 4'-11 7/8"x 2'-4 313" 5'-0 3/8"x 2'-4 7/8" Pine,wood sealer Low E4 4'-9" 7'-1 3/8" P4 2 Andersen 400 AW251 2'- 4 3/8"x 2'-4 3/8" 2'-4 7/9'x 2'-4 7/8" Pine,wood sealer Low E4 4'-9" T-1 3/8" DOOR NOTES: WINDOW NOTES: 1. ALL EXTERIOR DOORS WITH GLAZING TO MEET LARGE MISSILE IMPACT TESTING AND 120 MPH 3 SEC. GUSTS. 1. ALL WORK IS TO CONFORM TO ALL APPLICABLE REQUIREMENTS OF LOCAL GOVERNING CODES, NYS. DEPT. OF 2, ALL DOORS TO HAVE SAFETY GLASS IN COMPLIANCE WITH SECTION 2406(NYSBC), AND R308(NYS RESIDENTIAL CODE). LABOR, INDUSTRIAL LABOR CODE, RULE 21, HEALTH CODE, FIRE DEPARTMENT REGULATIONS, NBFU AND UTILITY 3. TYPICAL ANDERSEN PATIO DOOR OPTIONS SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE: CODES, OSHA CODES AND NYS BUILDING CODES. EXTERIOR FINISH: WHITE 2. PROVIDE PLYWOOD PROTECTION PANELS AS PER NYS RESIDENTIAL CODE R301.2.1.2. FOR ALL EXTERIOR WINDOWS. INTERIOR FINISH: PINE NATURAL,WOOD SEALER 3. SAFETY GLASS REQUIRED IN ACCORDANCE WITH NYSBC SECTIONS 714.2.6, 714.3, AND 2406, OR NYS RESIDENTIAL CODE ALL GLAZING SHALL BE LOW-E ARGON FILLED R308. NO GRILLES 4. TYPICAL ANDERSEN WINDOW OPTIONS ARE, UNLESS OTHERWISE NOTED, AS FOLLOWS: ALL HW FINISH SHALL BE SATIN NICKEL EXTERIOR FINISH: WHITE HANDLES: METRO ANVERS, SATIN NICKEL INTERIOR FINISH: NATURAL PROVIDE PLYWOOD PROTECTION PANELS AS PER NYS RESIDENTIAL CODE R301.2.1.2. ALL OPERABLE WINDOWS SHALL HAVE HIGH TRANSPARENCY SCREEN 4. TYPICAL EXTERIOR SWING DOOR OPTIONS SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE: GLAZING: SEE WINDOW SCHEDULE EXTERIOR FINISH: PAINTED NO GRILLES INTERIOR FINISH: PAINTED ALL HW FINISH SHALL BE SATIN NICKEL ALL GLAZING SHALL BE LOW-E ARGON FILLED AWNING AND CASEMENT CRANK STYLE: HOLDING HANDLE SATIN NICKEL FINISH NO GRILLES 5. USE FLEXIBLE FOAM INSULATION TO FILL SPACES ALONG THE WINDOW AND STRUCTURE ALL HW FINISH SHALL BE SATIN NICKEL 6. USE FLASHING TAPES AS PER MANUFACTURER'S INSTRUCTIONS PROVIDE PLYWOOD PROTECTION PANELS AS PER NYS RESIDENTIAL CODE R301.2.1.2. FOR ALL GLAZED DOORS ADCHEM 1852 Old Country Rd. Riverhead, NY 11901 www.adchem.com,631-727-6000 5. TYPICAL INTERIOR DOOR OPTIONS SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE: DUPONT www2.dupont.com FINISH: AS PER DOOR SCHEDULE 3M www.Shop3M.com ALL HW FINISH SHALL BE SATIN NICKEL 7. BEFORE ANY PRODUCTION OR PURCHASE, VERIFY ALL OPTIONS WITH ARCHITECTS AND OWNER HINGES: SATIN NICKEL 6. USE FLEXIBLE FOAM INSULATION TO FILL SPACES ALONG THE WINDOW AND STRUCTURE 7, USE FLASHING TAPES AS PER MANUFACTURER'S INSTRUCTIONS ADCHEM 1852 Old Country Rd. Riverhead, NY 11901 www.adchem.com, 631-727-6000 DUPONT www2.dupont.com 3M www.Shop3M.com 8. BEFORE ANY PRODUCTION OR PURCHASE,VERIFY THESE OPTIONS WITH ARCHITECTS AND OWNER PH-A.02 No. Description Date 2 1 Revision 1 11/27/13 Paint Types COUNTER SINK AND FAUCET Paint Product Type Application Hue 1st Coat Fnish Coat Color P.1 P.2 1 4 P3 P,3 A Interior Gypsum Latex Flat Benjamin Moore Eco Spec Interior Latex Primer(231). Spot prime as needed 2 coats, Benjamin Moore Eco Spec Interior Latex Flat(219) Super white 6'-6" 241-611 Wallboard for the repaint. B Interior Gypsum Latex Semi-Gloss Benjamin Moore Eco Spec Interior Latex Primer(231). Spot prime as needed 2 coats, Benjamin Moore Eco Spec Interior SEMI GLOSS(224) Super white of-31/2" P4 0'-31/2" P4 0'-31/2" 0'-31/2" Wallboard or Wood for the repaint. C Interior Ferrous Metal Latex Eggshell BENJAMIN MOORE IRONCLAD LATEX LOW LUSTRE METAL&WOOD 2 coats, BENJAMIN MOORE REGAL EGGSHELL FINISH(N319) P,B - ENAMEL (363) D Exterior Wood Bleaching Oil 1 coat, CABOT BLEACHING OIL 3241 WEATHERED Weathered Finish E Exterior and Interior UV Protective Ecoprocote AcriSoy by Eco Safety Products(www.ecoprocote.com, 877 366 Clear 5 Al P2 Wood Clear Sealer Water Base Clear 7547) Dressing Om Sealer, No Sheen 4> 6 5 � F Exterior and Interior Gloss Ecoprocote Eco-TuffTm High Traffic Flex Clear Wood Finish by Eco Safety 2 or 3 coats, Eco-TuffTm High Traffic Flex Clear Wood Finish Clear iv P02 TOILET Al Wood Clear Finish for Products(www.ecoprocote.com, 877 366 7547) High Traffic -1 � P6 G Interior Wood Stained Water Based Stain Ecoprocote TimberSoy by Eco Safety Products(www.ecoprocote.com, 877 1 coat Ecoprocote AcriSoy(no sheen), or Eco-Tuff High Traffic Clear b Storage Pool House Den 366 7547) Coat(gloss)by Eco Safety Products(www.ecoprocote.com,877 366 LINEAR PO4 FLOOR DRAIN P01 7547) rying Room 5 1 N 4 CO �, Tile Types WALLMOUNT UTILITY FAUCET Tile# Tile Type Tile Product A Ceramic Wall Tile T.B.D. PH-A.0 3 HOSE BIB 1 PH-A.02 13 Ceramic Floor Tile T.B.D. r 6 C7 PH-A.0 5 6'-6" 4 P1 P1 o P1 an'�i'��4 0 4 Exterior Finish Schedule 5'-6" 15'-0" 1 -0 Co �' I, # Construction Exterior Finish Color Notes t.. , 00 1 Foundation wall Parged light grays ,. p 2 Wall other than East 5/4 x 6 STK Cedar Decking Rain screen weathered � Soffit Cedar Plywood Bleaching Oil weathered Fascia Cedar Bleaching Oil 1x3 on 1x8(North weathered PH-A.0 1 CPH-A.03 and South), 1x3 on 1x6(East and Wst) 5 Roof Asphalt Shingles determined .. Pool House Patio 6 Patio Concrete co 7 Pergola Column 4x4 Cedar Bleaching Oil weathered LATTICE SCREEN 8 Pergola Girder and Beam Cedar Bleaching Oil weathered 4 i5 EXTERIOR FINISH NOTES: PH-A.02 1. IF REQUIRED, PROVIDE FINISH SAMPLES ON THE SPECIFIED MATERIALS. PROJECT: 4 Hubinsky/Bremner o Room Finish Fnsh Schedule Residence, Pool House Room# Room Name Floor Base Trim Wall Ceiling Comments 5'-61, P01 Pool House Den Concrete 1x3 Painted Interior Door&Window Trim: Painted(Type B); 1/2"Fiber Mat GWB Painted(Type B) 1/2"GWB Painted(Type A) (Type B) Window sill: clear sealed(Type E) P02 Dressing Room Concrete 1x3 Painted Interior Door&Window Trim: Painted(Type B); 1/2"Fiber Mat GWB Painted(Type B); 1/2"GWB Painted(Type A) Floor PIan o (Type B) Windowsill: Painted(Type B) Partially Ceramic Tile(Type A)on 1/2" cement board M P03 Drying Room Tile(Tile Type B), on 1x3 Painted Interior Door&Window Trim: Painted(Type B) 1/2"Fiber Mat GWB Painted(Type B); 1/2"Fiber Mat GWB Painted Waterproofing, on (Type B) Partially Ceramic Tile(Type A)on 1/2" (Type B) Concrete cement board PO4 Storage Concrete 1x3 Painted Interior Door&Window Trim: Painted(Type B); 1/2"Fiber Mat GWB Painted(Type B) 1/2"Fiber Mat GWB Painted 1 (Type B) Window sill: clear sealed(Type E) (Type B) H-A.0 b t Projecnumber FINISH NOTES: 1303 1. ALL NEW INTERIOR WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASSIFICATION OF NOT GREATER THAN Date 3/20/14 200, SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450, AS PER SECTION R315(NYS RESIDENTIAL CODE). 2. IF REQUIRED, PROVIDE FINISH SAMPLES ON THE SPECIFIED MATERIALS. (Drawn by HA 3. MANUFACTURERS: 0- SOY BASED WOOD SEALER AND FINISH:ECO SAFETY PRODUCTS www.ecoprocote.com, 877 366 7547 Checked by GB r-- 4. FOR WALL TYPES,SEE MAIN HOUSE WALL TYPE SCHEDULE 10 Pool House Floor Plan 5. FOR TYPICAL RAINSCREEN AND WINDOW DETAILS, SEE All M 1 1/4" = 1'-0" v PH-A. 0 � a Scale As indicated M PROJECT: GENERAL NOTES: BUILDING DEPARTMENT NOTES: ENERGY EFFICIENCY NOTES: studio a/b architects Renovation to H ubinsky/Bremner Residence THE FOLLOWING NOTES SHALL APPLY THROUGHOUT. EXCEPTIONS ARE SPECIFICALLY NOTED ON EACH THE FOLLOWING NOTES SHALL APPLY THROUGHOUT. DRAWINGS. 651 West Main Street, 1. ALL WORK SHALL BE EXECUTED IN FULL COMPLIANCE WITH THE APPLICABLE PROVISIONS OF ALL 1. ALL CONSTRUCTION SHALL COMPLY NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE Riverhead, NY 11901 Owner: 1. ALL WORK OF THIS CONTRACT SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NEW LAWS, BY-LAWS, STATUTES, ORDINANCES, CODES, RULES, REGULATIONS,AND LAWFUL ORDERS (NYSECCC). 631 591 2402 YORK STATS(NYS) RESIDENTIAL CODE OF PUBLIC AUTHORITIES BEARING ON THE PERFORMANCE AND EXECUTION OF THE WORK. 2. ACCESS DOORS FROM CONDITIONED SPACES TO UNCONDITIONED SPACES SHALL BE 631 3231426 Tamara H U binsky and Adam Bremner NYS ENERGY CONSERVATION CONSTRUCTION CODE THE CONTRACTOR SHALL PROMPTLY NOTIFY THE TOWN AND ARCHITECT/ENGINEER OF ANY WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE info@studioabarchitects.com NYS FIRE CODE PORTIONS OF THE WORK IN THE CONTRACT DOCUMENTS THAT ARE AT VARIANCE WITH THE SURROUNDING SURFACES.(NYSECCC 402.2.3) 1350 Robinson Lane, Peconic, New York 11958 NYS PLUMBING CODE ABOVE. 3. SIDING ATTACHMENT OVER FOAM SHEATHING SHALL COMPLY SECTION 402.1.5 OF NYSECCC. Phone: 646.249.9071 NYS MECHANICAL CODE 2. ALL MATERIALS,ASSEMBLIES, FORMS METHODS OF CONSTRUCTION AND SERVICE EQUIPMENT 4. BUILDING THERMAL ENVELOP SHALL BE SEALED TO LIMIT INFILTRATION AS PER SECTION 402.4.1 OF e-mail: t.hubinsky@gmail.com NYS FUEL GAS CODE SHALL MEET THE FOLLOWING REQUIREMENTS: NYSECCC. FOLLOWING SHALL BE CAULKED, GASKETTED,WEATHERSTRIPPED OR OTHERWISE SEALED Owner: APPLICABLE SUFFOLK COUNTY HEALTH REGULATIONS AND STANDARDS a) THEY SHALL HAVE BEEN ACCEPTABLE TO THE SOUTHOLD BUILDING DEPARTMENT. WITH AN AIR BARRIER MATERIAL, SUITABLE FILM OR SOLID MATERIAL: Tamara H UbinSky Adam TOWN OF SOUTHOLD REGULATIONS b) THEY SHALL HAVE BEEN ACCEPTED FOR THE USE UNDER THE PRESCRIBED TEST METHODS BY 1. ALL JOINTS, SEAMS AND PENETRATIONS OTHER AGENCIES HAVING JURISDICTION ON THE WORK OF THIS CONTRACT, THE REGULATING AGENCIES. 2. SITE-BUILT WINDOWS, DOORS AND SKYLIGHTS Bremner Site Address: 3. MATERIALS OR ASSEMBLIES REQUIRED TO HAVE A FIRE RESISTANCE RATING SHALL COMPLY 3. OPENINGS BETWEEN WINDOW AND DOOR ASSEMBLIES AND THEIR RESPECTIVE JAMBS AND 2. DRAWINGS ARE NOT TO BE SCALED. USE DIMENSIONS ONLY,ALL DIMENSIONS AND CONDITIONS SHOWN WITH ONE OF THE FOLLOWING: FRAMING. 1350 Robinson Lane, Peconic, New York 11958 AND ASSUMED ON THE DRAWINGS MUST BE VERIFIED AT THE SITE BY THE CONTRACTOR BEFORE a) THEY SHALL CONFORM WITH EITHER THE APPLICABLE CODES OR 4. UTILITY PENETRATIONS. 1350 Robinson Lane, Peconic, New York 11958 ORDERING ANY MATERIAL OR DOING ANY WORK. ANY DISCREPANCIES IN THE DRAWINGS AND b) THEY SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ASTM E119, STANDARD METHODS OF 5. DROPPED CEILINGS OR CHASES ADJACENT TO THE THERMAL ENVELOPE. Phone 646.249.90.71 SPECIFICATIONS SHALL BE REPORTED TO THE ARCHITECT. NO CHANGE IN DRAWINGS OR SPECIFICATIONS IS FIRE TESTS OF BUILDING CONSTRUCTION AND MATERIALS AND ACCEPTED BY THE SOUTHOLD 6. KNEE WALLS. e-mail t.hubinsky@gmail.com Tax Map#: PERMISSIBLE WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT/ENGINEER. NO WORK SHALL PROCEED TOWN BUILDING DEPARTMENT 7. WALLS AND CEILINGS SEPARATING A GARAGE FROM CONDITIONED SPACES. 1000-98-04-28.1 UNTIL SUCH DISCREPANCY HAS BEEN RECTIFIED. (OR) 8. BEHIND TUBS AND SHOWERS ON EXTERIOR WALLS. c) THEY SHALL HAVE BEEN ACCEPTABLE PRIOR TO THE EFFECTIVE DATE OF THE CODE. 9. COMMON WALLS BETWEEN DWELLING UNITS. 3. THE ARCHITECT/ENGINEER HAS INDICATED AND ESTIMATED CERTAIN CONDITIONS EITHER NOT SHOWN OR 4. ALL MASONRY UNITS SHALL CONFORM TO THE BUILDING CODE. 10. ATTIC ACCESS OPENINGS. &I`Z1 PV/j�l architect: NOT CONSIDERED RELIABLE ON OLDER DRAWINGS FURNISHED TO THE ARCHITECT, OR NOT MEASURABLE 5. THE CONTRACTOR SHALL OBTAIN EQUIPMENT USE PERMITS REQUIRED IN ACCORDANCE WITH 11. RIM JOIST JUNCTIONS. studio a/b architects DUE TO ABSENCE OF DRAWINGS, OR INACCESSIBLE TO VERIFY IN THE FIELD PRIOR TO PREPARING THE THE BUILDING CODE. 12. SILL PLATES AND HEADERS. FOAM PLASTIC (SPRAY FOAM INSULATION)SHALL BE PERMITTED TO BE 1' ' DRAWINGS. 6. (NOT USED) SPRAY APPLIED TO A SILL PLATE, HEADER, AND RIM JOISTS WITHOUT THE THERMAL BARRIER AS RI l WEST MAIN STREET 7. ALL NEW INTERIOR WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASSIFICATION OF NOT SPECIFIED IN THE RESIDENTIAL CODE OF NEW YORK STATE, SECTION 314.4 SUBJECT TO ALL OF VERHEAD, NY 11901 4. ALL WORK ON THESE DRAWINGS SHALL BE CONSIDERED NEW WORK WHETHER STATED OR NOT, EXCEPT GREATER THAN 200, SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450, AS PER SECTION R315 THE FOLLOWING: T:651 591 2402 WHERE SPECIFICALLY NOTED AS"EXISTING TO REMAIN". (NYS RESIDENTIAL CODE). a. THE MAXIMUM THICKNESS OF THE FOAM PLASTIC SHALL BE 31/4 INCHES. F:651 323 1426 8. ALL NEW THERMAL AND SOUND-INSULATING MATERIALS SHALL COMPLY WITH SECTION R316(NYS b. THE DENSITY OF THE FOAM PLASTIC SHALL BE IN THE RANGE OF 0.5 TO 2.0 POUNDS PER CUBIC e-mail: info@studioabarchitects.com 5. COORDINATION OF ALL WORK UNDER THIS CONTRACT SHALL BE MAINTAINED TO ENSURE THE QUALITY RESIDENTIAL CODE) FOOT. AND TIMELY COMPLETION OF THE WORK/PROJECT. 9 THE CONTRACTOR IS F.ESPONSIBLE FOR FILING APPLICATIONS AND OBTAINING PERMITS FOR c. THE FOAM PLASTIC SHALL HAVE A FLAME SPREAD INDEX OF 25 OR LESS AND AN DATE: 10 136115 B.SCAFFOLDING,ANY OTHER 6. THE CONTRACTOR SHALL DISCONNECT AND/OR REMOVE ANY EXISTING PLUMBING, ELECTRICAL ENSURE SAFETY OF OPERATION. WITH CONSTRUCTION ERA IONSTRUCTION EQUIPMENT OR PUBLIC PROTECTIVES REQUIRED TO ACCWITHOAS M E84G SMOKE DEVELOPED INDEX OF 450 OR LESS WHEN TESTED IN ACCORDANCE FIXTURES, WIRE CONDUITS, OR OTHER WORK WHICH MIGHT INTERFERE WITH THE WORK OF THIS 13. OTHER SOURCES OF INFILTRATION. NOTIFY E,,"LD!,NG r. �'a R-'r%- N7 Ai CONTRACT. 5. BUILDING ENVELOPE AIR TIGHTNESS AND INSULATION INSTALLATION SHALL BE DEMONSTRATED BY 765'1802 <AM 'r0 4 Fkl r i:; '; THE EITHER NYSECCC 402.4.2.1 TESTING OPTION, 402.4.2.2 VISUAL INSPECTION OPTION. FOLLO','1iNC 1!!,, 7. THE CONTRACTOR SHALL PATCH AND REPAIR ALL DAMAGED OR EXPOSED SURFACES DUE TO 6. RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED.ALL CONTRACT WORK.ALL NEWLY INSTALLED, PATCHED WORK AND ALL AFFECTED AREAS SHALL BE FINISHED ZONING: RECESSED LUMINAIRES SHALL BE IC-RATED. (NYSECCC 402.4.3) 1. FC ll;ti+D.�1 i;');;! SO THAT THE ENTIRE HORIZONTAL OR VERTICAL SURFACE TO THE CLOSEST CORNER IN ALL FOUR 7. EXCEPT SITE-BUILT WINDOWS, SKYLIGHTS AND DOORS,WINDOWS, SKYLIGHTS AND SLIDING GLASS FOR POU;-:=D DIRECTIONS MATCHES SCHEDULED CONDITIONS. ZONED: R40 DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO MORE THAN 0.3 CFM PER SQUARE FOOT,AND 2. RGUGH - FII /',?a?,N'C SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE FOOT,AND LABELED BY THE 3. INISULA T ION 8. FURNISH ALL NECESSARY NEW MATERIALS AT NO ADDITIONAL COST TO THE CLIENT FOR THE REQ. ACTUAL/PROPOSED MANUFACTURER. NYSECCC 402.4.4 4. rl',F �ACi�i`i;TFl1C:i{t:'"a h�Ut�T FOLLOWING CONDITIONS: LOT AREA............................... 40,000 ....................... 38,311 NC AS EXISTING ( ) ' rLJr � a) ANY ALREADY COMPLETED WORK THAT HAS BEEN REMOVED OR DAMAGED IN ORDER TO PERFORM THE LOT WIDTH .............................. 150 ............................ 165+/- AS EXISTING MECHANICAL EC C..), i�E :C!, C.k,. ALL CONSTRUCTI(,Y� S{-i"A�_I_ PVI!EE . 111E ........................... SUMMARY OF WORK CONTRACT WORK. LOT DEPTH ............................... 175 . 258+/- AS EXISTING 8. SUPPLY DUCTS IN ATTICS SHALL BE INSULATED TO A MINIMUM OF R-8.ALL OTHER DUCTS SHALL BE n-T r �� b) TO FURNISH THE WORK OF THIS CONTRACT IN WORKMANLIKE MANNER. FRONT YARD........................... 40 .............................. 35.5+/- INC AS EXISTING INSULATED TO A MINIMUM OF R-6, EXCEPT DUCTS OR PORTIONS THEREOF LOCATED COMPLETELY FEOU1REll v1ENTS ., Flti C,U!.�.3 OF N N THE SUMMARY OF WORK SHALL INCLUDE BUT IS NOT LIMITED TO: INSIDE THE BUILDING THERMAL ENVELOPE. (NYSECCC 403.2.1) YORK STATE. PdO F REST= N',;Iis.LE FO;=; 1 SIDE YARD ............................ 15 .............................. 15.0+/- AS EXISTING 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK 2 SIDE YARDS ......................... 35 .............................. 88.3+/- AS EXISTING 9. ALL DUCTS,AIR HANDLERS, FILTER BOXES AND BUILDING CAVITIES USED AS DUCTS SHALL BE SEALED, DESICi'''I OR CONSTRUCTION ERFOR S. f 1. FIRST FLOOR ALTERATION DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTIONS AND OFF ALIGNMENTS REAR YARD ............................. 50 .............................. 103+/- AS EXISTING COMPLYING WITH SECTION M1601.3.1 OF THE RESIDENTIAL CODE OF NEW YORK STATE, OR, IN NEW I 1.1 FILL PART OF THE SPACE NORTH OF THE LIVING ROOM TO ACCOMMODATE THE ADDITION OF ONE ACCORDING TO CODES AND STANDARDS OF GOOD PRACTICE. YORK CITY,THE NEW YORK CITY CONSTRUCTION CODES. (NYSECCC 403.2.2) BEDROOM BUILDING AREA 10. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING FLUIDS ABOVE 105°F(41°C)OR BELOW 55°F RETAIN STORM WATER RUNOFF 1.2 RECONFIGURE MAIN ENTRY 10. DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY FOR PROPER AND ACCEPTABLE CONSTRUCTION House after this constructon....................................... 2,352.67 (13°C)SHALL BE INSULATED TO A MINIMUM OF R-3. (NYSECCC 403.3) 1.3 RELOCATE KITCHEN INSTALLATION OR OPERATION OF ANY PART OF THE WORK AS DETERMINED BY CLIENT OR Screened porch, existing.,........................................... 305.88 11. OUTDOOR AIR INTAKES AND EXHAUSTS MECHANICAL VENTILATION SHALL HAVE AUTOMATIC OR GRAVITY PURSUANT T 1.4 RELOCATE BATHROOMS ARCHITECT/ENGINEER SHALL BE INCLUDED IN THE WORK THE SAME WAY AS IF HEREIN SPECIFIED OR Deck, existing......................................................... O CHAPTER 236 ..... 841.84 DAMPERS THAT CLOSE WHEN THE VENTILATION SYSTEM IS NOT OPERATING. (NYSECCC 403.5) OF THE NTT 001)E. 1.5 CREATE A CONNECTION TO BACK YARD INDICATED. Proposed rear yard access landing &steps.................. 52.92 12. HEATING AND COOLING EQUIPMENT SHALL BE SIZED IN ACCORDANCE WITH ACCA MANUAL J 0131MILAR _ 1.6 EXTEND EAST WING FOR RELOCATED MASTER BEDROOM AND BATHROOM Proposed Entry Pergola............................................... 170 SECTION OF THE RESIDENTIAL CODE OF NEW YORK STATE. (NYSECCC 403.6) 1.7 CREATE MASTER BEDROOM DEN 11. WHERE MANUFACTURER'S NAMES AND PRODUCT NUMBERS ARE INDICATED ON DRAWINGS, IT SHALL BE Swimming Pool, existing............................................. 673.33 CONSTRUCTED TO MEAN THE ESTABLISHMENT OF QUALITY AND PERFORMANCE STANDARDS OF SUCH Proposed Pool House.................................................. 529.88 PLUMBING 2. POOL HOUSE ITEMS.ALL OTHER PRODUCTS MUST BE SUBMITTED TO THE ARCHITECT FOR APPROVAL BEFORE THEY Proposed Pool House Pergola over Patio .................... 330.00 13. ALL CIRCULATING SERVICE HOT WATER PIPING SHALL BE INSULATED TO AT LEAST R-2. CIRCULATING No. Description Date 2.1 CREATE PLAYROOM, SHOWER AND TOILET, COVERED SITTING AREA,AND STORAGE SHALL BE DEEMED EQUAL, Total Building Area...................................................... 5,256.52 HOT WATER SYSTEMS SHALL INCLUDE AN AUTOMATIC OR READILY ACCESSIBLE MANUAL SWITCH THAT 2.2 RELOCATE SOLAR HOTWATER SYSTEM ONTO THE ROOF CAN TURN OFF THE HOT WATER CIRCULATING PUMP WHEN THE SYSTEM IS NOT IN USE. (NYSECCC 12. FIRE STOPPING SHALL BE INSTALLED AT ALL PENETRATIONS OF FIRE RATED CONSTRUCTION AS PER COVERAGE ............... .. .... ..... 20% MAX. ................. 13.72% 403.4) Y Un 3. SITE IMPROVEMENT SPECIFICATIONS. HEIGHT IN FEET....................... 35 MAX. ..................... 18.2 �� 1. 3.1 REARRANGE DRIVEWAY AND PARKING HEIGHT IN STORY.................... 2 1/2 MAX. ................. 1 AS EXISTING ELECTRICAL R 3.2 REGRADE AROUND THE FOUNDATION TO OBTAIN PROPER DISTANCE FROM THE GRADE TO FRAMING, 13. SIZE OF MASONRY UNITS AND WOOD MEMBERS ON PLANS, BUILDING ELEVATIONS AND SECTIONS ARE 14. A MINIMUM OF 50 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE 1%jk_t-jV AND TO OBTAIN PROPER SLOPE FROM THE HOUSE SHOWN AS NOMINAL SIZE. ACCESSORY BUILDING HIGH-EFFICACY LAMPS. (NYSECCC 404.1) POTIFIGN I-- Pool Housetluu fi 0• 4.ALL RELATED PLUMBING AND ELECTRICAL WORK 14. DIMENSIONS ON PLANS ARE INDICATED FROM STRUCTURE TO STRUCTURE BETWEEN WALLS, Building Area........................ 750 MAX. .................... 529.88 PARTITIONS AND OTHER ITEMS EXCLUSIVE OF FINISHES, UNLESS NOTED OTHERWISE. n Height in Feet....................... 18 .............................. 17.2 IPANLY Height in Story...................... 1 �F' ;'�t.L. CODES OF 15. PROVIDE GUARDS, RAILS, FENCES, CATCH PLATFORMS, DECKING, NIGHT LIGHTING, ETC.,AS REQUIRED Rear Yard 1 THE OWNER RETAINS THE RIGHT TO INCLUDE OR REMOVE ANY ITEMS ABOVE FROM THE CONTRACT. BY THE REGULATING AGENCIES TO PROVIDE ADEQUATE PROTECTION. 10 10.2 /� N ; TOWN CODE cS 1 t i IECaF�ED 16.THE CONTRACTOR SHALL KEEP WORK SITE FREE FROM DEBRIS AND ACCUMULATED REFUSE,AND SHALL HAVE SOLE RESPONSIBILITY FOR PROTECTING ALL DANGEROUS AREAS FROM ENTRY BY SOUT�o�. HA- UNAUTHORIZED PARTIES. SITE WILL BE LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY CODE COMPLIANCE: S ' 'f�{WGBDA + 17.THE CONTRACTOR SHALL MAINTAIN FREE AND UNOBSTRUCTED ACCESS FROM ALL SPACES AND l.) Use(s)and Occupancy Classification(s): Single Family Residence LIST OF DRAWINGS: _ S ADJACENT SPACES THE EXTERIOR OF THE BUILDING AT ALL TIMES. 2.) Height and Fire Area: 18.2',one story, as existing; Fire Area n/a --�---°----- � 3.) Type of Construction. Type VB, 2x4 platform construction, as existingY- -> ^,- 18. THE CONTRACTOR SHALL, UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, SECURE AND 4.) Structural Design criteria: Engineered. 1 T.01 TITLE SHEET PAY FOR REQUIRED INSPECTIONS, PERMIT(S), FEES, LICENSE AND INSPECTIONS NECESSARY FOR THE 5.) Framing elements: See Structural Drawings tt 2 A.01 Site Plan PROPER EXECUTION OF THE WORK. 6.) Design load calculations: See Structural Drawings ' 7.) Glazing protection: Required(Wind Speed 110 mile zone; 0.3 mile(<1 mile)to coast line) `'?i`,�LE COr" A.02 Demolition Plan 19. MINIMALIZATION, SEPARATION, AND RECYCLING OF WASTE ARE ENCOURAGED. Provide protection panels, as per Structural Drawings !'"s=��•�`�:r= E QF.:C)CC _ . 4 A.03 First Floor Plan p p p g 8.) Load paths from roof to foundation: See Structural Drawings ;^i A 5 A.04 First Floor Reflected Ceiling Plan 20. ADDITIONAL NOTES WHICH ARE APPLICABLE TO THE PROJECT MAY BE FOUND THROUGHOUT THE 9.) Nailing and/or connection schedule, framing details: See Structural Drawings "L 6 A.05 Elevations 1 and Exterior Finish Schedule CONTRACT DOCUMENTS. 10.) Means of Egress(R310 Emergency Escape&Rescue Openings): See Floor Plans 7 A.06 Elevations 2 11.) Plumbing riser diagram: new fixtures to be connected to the existing vent 21. COPYRIGHT©[2013], STUDIO A/B ARCHITECTS 12. p equipment, g �t%LL LLL) 211 1 ;- , 8 A.07 Building Section 1 ) Location of fire protection a ui ment, i.e. smoke alarm: See Electrical Drawings r--; ,, - THE ARCHITECTURAL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STUDIO A/B ARCHITECTS AND WERE 13.)Truss design drawings with certification: n/a ABBREVIATIONS: 9 A.08 Building Section PREPARED AS AN INSTRUMENT OF SERVICE TO THE OWNER AT HIS/HER REQUEST.THEY MAY NOT BE 14.) Energy calculations from design professional: See attached Res Check Certificate 10 A.09 Building Section 3 DUPLICATED OR USED IN PART OR IN WHOLE FOR ANY OTHER LOCATION, PURPOSE, PROJECT OR OWNER AFF ABOVE FINISHED FLOOR H OR HT HEIGHT 11 A.10 Schedules WITHOUT THE EXPRESS, WRITTEN CONSENT OF STUDIO A/B ARCHITECTS. ALUM. ALUMINUM H.P. HIGH POINT 12 A.11 Typical Details & AND HRDWD HARDWOOD 13 A.12 Roof Details OTHER REGULATORY REQUIREMENTS: APPROX. APPROXIMATELY HVAC HEATING VENTILATING AND PLUMBING 14 A.13 ARCH. ARCHITECT AIR CONDITIONING AT HORZ. HORIZONTAL ALL PLUMBING WASTE Entry Details 1 Health Department: Not Required @ &WATER LIMES NEED 15 A.14 Entry Details 2 p q BLDG BUILDING INSUL. INSULATION TEST', DEC: Not Required B.O. BOTTOM OF INT. INTERIOR TESTING SEFOsnE COVERING 16 A.15 Garden Bridge Details CONTROLLED INSPECTIONS: Board of Trustee: Not Required C.I. CAST IRON L.F. LINEAR FOOT 17 A.16 Kitchen Details Planning Board: Not Required 18 A.17 Kitchen Details 2 CONTROLLED INSPECTIONS AND TESTING AS REQUIRED BY THE DOCUMENTS, CLIENT AND THE SOUTHOLD CIL IL C� � RC.N" BUILDING DEPARTMENT CEILING MAT. MATERIAL CENTER LINE L.P. LOW POINT 19 A.18 Master Bathroom Details c { f CLO. CLOSET MAX. MAXIMUM ,,� ��. r 20 A.19 Bathroom Details THE CONTRACTOR MUST NOTIFY THE ARCHITECT OR ENGINEER FOR CONTROLLED INSPECTIONS AT LEAST CMU CONCRETE MASONRY UNIT MECH. MECHANICAL 21 PH-A.01 Pool House Floor Plan and Schedules 72 HOURS BEFORE THE SPECIFIC WORK COMMENCES. LOCATION MAP: COL. COLUMN MIN. MINIMUM 22 PH-A.02 Pool House Elevation 1 CONC. CONCRETE MTD. MOUNTED CONT. CONTINUOUS MTL METAL 23 PH-A.03 Pool House Elevation 2 C.J. CONTROL JOINT N.I.C. NOT IN CONTRACT 24 PH-A.04 Pool House Building Section COR. CORRIDOR NO. NUMBER iR(Jr, 25 PH-A.05 Pool House Typical Details SITE SAFETY AND PROTECTION NOTES: .. CU.FT. CUBIC FEET NOM. NOMINAL �� ,; r`.� 26 PH-A.06 Pool House Typical Details 2 CU.YD. CUBIC YARD NTS. NOT TO SCALE A ` � �; �. 27 PH-A.07 Pool House Shower Room Details 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SAFETY ISSUES, MEETING ALL JURISDICTIONAL AND "• �da,~ ,��°� DET DETAIL PLY PLYWOOD DIA. DIAMETER O.C. ON CENTER 28 S.01 Structural Notes OSHA REQUIREMENTS. r, Ifs DIM. DIMENSION R RADIUS 29 S.02 Typical Structural Details 2. SITE SAFETY PROTECTIONS SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO, EGRESS, SCAFFOLDING, FIRE 11; " �*e4.;, DIM DIMMER RAIL'G RAILING 30 S.03 Foundation Layout PROTECTION, TRIP HAZARDS PROTECTION, ETC.THEY SHOULD ADDRESS ANY POTENTIAL INTERACTION It DR. DOOR REINF. REINFORCING 31 S.04 1 FL Decking Layout BETWEEN THE EXISTING USE, GENERAL PUBLIC AND EXPOSURE TO THE CONSTRUCTION PROCESS. l DWG DRAWING R.D. ROOF DRAIN E.J. EXPANSION JOINT REQD. REQUIRED 32 S.05 Roof Decking Layout ELEV. ELEVATION RM ROOM 33 PH-S.01 Pool House Structural Layouts s,,�>� €` " ELEC. ELECTRIC SF SQUARE FEET 34 M.01 HVAC Layouts ENT. ENTRY SIM. SIMILAR PROJECT: °`f' EQ. EQUAL SPEC. SPECIFICATION 35 P.01 Plumbing Layouts °� EQUIP. EQUIPMENT S.S. STAINLESS STEEL H u b i n s ky/B re m n e r 36 E.01 Electrical Layout 37 PH-MPE.01 Pool House Mechanical, Plumbing, and Electrical Layouts ° EXIST. EXISTING STD. STANDARD . EXT. EXTERIOR STL. STEEL Residence FF FINISHED FLOOR TEL. TELEPHONE FIN. FINISH OR FINISHED TH. THICKNESS FLOOR u'^ FL. T.O. TOP OF FLASH'G FLASHING TYP. TYPICAL F.P. FIRE PROOFING U.O.N. UNLESS OTHERWISE NOTED ' FT FEET V.I.F. VERIFY IN FIELD GA GAUGE W WIDTH TITLE SHEET GALV. GALVANIZED W/ WITH G.C. GENERAL CONTRACTOR WD WOOD GL. GLASS W.R.B. WATER RESISTIVE BARRIER GWB GYPSUM WALL BOARD _. PROJECT SITE Project number 1303 Date 10/13/13 Drawn by HA Checked by GB T . 01 Scale As indicated studio a/b architects 651 West Main Street, Riverhead, NY 11901 631 5912402 O631 3231426 info@studioabarchitects.com m O . Owner: N Tamara Hubinsky & Adam EXISTING CIRCULAR DRIVEWAY Bremner ' TO BE REMOVED WHERE DASH LINED 1350 Robinson Lane, Peconic, New York 11958 Phone 646.249.9071 ��202 Lf) e-mail t.hubinsky@gmail.com w✓-" o �, 0 0�.. m / N q7�,0•.y i _. . _... '?10V0_ G'lp0B 2i SPACE FOR i TURNING j EXISTING SOLAR WATER HEATER DRlr �' TO BE RELOCATED ON THE PROPOSED E PROPOSED PARKING POOL HOUSE ROOF N o 26` � R,yy i 15 r 24 O/ K 20" MAP 4/WIDE WALKWAYcx EXITING DRYWELL ' 8FT DIA. Al ``� / �O � ti z - 6 FT DEEP �� ' NEW SLATE TILE WALKWAY _.............._._ w.w ... \ �J EXISTING BASEMENT STAIR r_ 'i I Id _ PROPOSED ADDITION N DW EXISTING OAK tO PROPOSED REAR w BE REMOVED YARD ACCESS STAIR AND LANDING EXISTING SEPTIC SYSTEM M PROPOSED POOL HOUSE EXISTING 1 STORY 529.88 SQ. FT. LP I FRAMED DWELLING 1223,-+1- n O n i 6'-0°+/- ni .��� �"N',,cut`(� Q o 35.5'(EXISTING) No. Description Date f ' ° T EXEXISTINGLP . ��"`�1 � � G m ` DRYWEd- o o: S /� O EXISTING DECK / ' i EXISTING ;° �` NEW PATIO WINDOWEXISTING Z 10 5 +I- e EXI TING PAVER PATIO i WELL, TYP. 1 I SCREENED PORCH EXISTING PROPANE TANK r 10.1 2 TO BE RELOCATEDEXISTING _ SWIMMING POOL EXISTING SHED TO BE DEMOLISHED OTC_ 0 RELOCATED UNDERGROUND PROPANE TANK EXISTING i ✓ POOL EQUIPMENT oN1Nl rfC, a N00A) EXISTING d fl �10{�1 U POOL FENCE ' f i ' �. SYS��M`M� 1 SEp�IC S,(STE ID 50 + �01b -0J[1,' SEp�\C .. Q �,���i I►�I�. �l�l��':.7�� '• ��� �,;�1�;.is It'd ,,I � D ARC 0 j'-�•�`_�� � ` PROJECT: Hubinsky/Bremner Residence Site Plan SITE PLAN NOTES 1. THIS SITE PLAN IS BASED ON A SURVEY MAP BY PECONIC SURVEYORS, P.C. Project number 1303 LAST DATED NOV.4, 2010 Date 10/13/13 2. EXISTING SEPTIC SYSTEM: Drawn by HA a SEPTIC TANK: PRECAST CONCRETE 1,500 GALLON WITH BAFFLE WALL o Ch LEACHING POOL: 2-PRECAST CONCRETE, 8 FT DIA.X 8 FT DEPTH Checked by GB 00 N A . 01 Cl) N M r Scale 1" = 20'-0" PATIO DEMOLISHED studio a/b architects THIS PORTION OF WALL,THE STRUCTURE TO REMAIN, EXTERIOR SHAKES AND SHEATHING TO BE REMOVED LOW SLOPE AWNING ROOF DEMOLISHED 651 West Main Street,Riverhead, NY 11901 (A ) B B.7 WALL AND WINDOW DEMOLISHED 631 591 242 631 323 1406 EXISTING WINDOW TO BE REPLACED STORE STONE FOR REUSE info@studioabarchitects.com PARTITION AND CLOSET DEMOLISHED DOOR REMOVED EXISTING KITCHEN NORTH WALL TO BE DEMOLISHED Owner: RAISED HEARTH DEMOLISHED KITCHEN DEMOLISHED RETAIN BRICKS FOR REUSE Tamara Hubinsky & Adam BRICK HEARTH TO BE REBUILT CLOSET/PARTITION DEMOLISHED FLUSH TO FLOOR Bremner MANTEL TO BE DEMOLISHED 18 -0" '-0" - 1350 Robinson Lane, Peconic, New York 11958 Phone 646.249.9071 e-mail t.hubinsky@gmail.com 5 I II I EXISTING WINDOW TO REMAIN --- s — — EXISTING WINDOW TO BE REPLACED I EXISTING LOG CLOSET DEMOLISHED (— BRICK SURFACE TO BE PARTIALLY CUT BATHROOMS DEMOLISHED _ L L _ J L — `" PARTITION DEMOLISHED c EXISTING WINDOW TO BE REPLACED 1 i EXISTING WINDOW TO REMAIN 3 DOOR REMOVED, PARTITION TO REMAIN 2 N L L . ., : PARTITION DEMOLISHED — ( EXISTING PATIO DOOR TO REMAIN DASHED LINE EXISTING CONSTRUCTION T I . ...-. ..... . i LEGEND: = `L ALL INTERIOR FLOORING ON THE FIRST FLOOR TO BE REMOVED OBE DEMOLISHED Iq o SOLID LINE: EXISTING CONSTRUCTION TO REMAIN CLOSET PARTITIONS DEMOLISHED ;i OLITION WINDOW REMOVED 1. VERIFY ALL EX'STING CONDITIONS, DIMENSIONS, ETC. BEFORE BEGINNING ANY DEMOLITION, FABRICATION OF WALL PARTIALLY DEMOLISHED MATERIALS ORCONSTRUCTION AT JOBSITE AND REPORT ANY DISCREPANCIES TO THE ARCHITECT AND THE FOR NEW PATIO DOOR EXISTING PATIO DOOR RELOCATED STRUCTURAL ENGINEER. No. Description Date 2. CONTRACTORSHALL PROTECT ALL EXISTING AND NEW FIXTURES, SURFACES,APPLIANCES, WINDOWS ETC. FROM ——_.100 DAMAGE. CONTRACTOR IS RESPONSIBLE FOR DAMAGE,AND SHALL PATCH AND REPAIR ALL EXISTING AND NEW CONDITIONS N)T WITHIN THE CONTRACT LIMIT WHICH MAY BE DISTURBED BY THE CONSTRUCTION. ...........-......_........................................._> 3 BEFORE ANY CEMOLITION, PROVIDE ADEQUATE SHORING FOR EXISTING STRUCTURE AS NECESSARY 4. VERIFY OWNER ALL REMOVED MATERIALS, HARDWARE, FIXTURES, EQUIPMENTS,ACCESSORIES, AND LIKE TO BE f I I DUMPED OR TO BE STORED FOR REUSE. BAY WINDOW DEMOLISHED l `.. 5. ROOFS TO REMAIN EXCEPT WHERE PATCHED. i 6. ALL EXTERIORWALLS AND TRIMS TO REMAIN TO BE REPAINTED. i EXISTING SCREENED PORCH TO REMAINWALLS TO REMAIN TO BE REFINISHED :.--..—...- 7 ON THE FIRSTFLOOR AND STAIRWELL,ALL INTERIOR CEILINGS, W 8 SEE REFLECTED CEILING PLAN FOR CEILING DEMOLITION 9. ON THE FIRSTFLOOR,ALL INTERIOR FLOORING TO BE REMOVED, REMAINING SHEATHING, EXCEPT IN THE STAIRWELL,WiICH TO REMAIN. 10. ON THE BASENENT, ALL INTERIOR CEILINGS, WALLS AND FLOOR TO REMAIN,WITH PATCH AS NEEDED. EXISTING DECKS TO REMAIN 11. ALL REMOVEDDOORS AND HARDWARE TO BE STORED FOR OWNER'S REUSE. it 12. ALL REMOVEDSTONE MATERIALS TO BE STORED FOR OWNER'S REUSE. I 1 First Floor Demolition Plan 1/8" = 11-0'1 A B B.7 C D I I I I I ALL BASEMENT ROOMS TO REMAIN -- _s_.__ -Oil Tank EO RRC ARili --A £ I , Utility I , , , '.Lh`C3 `, I Guest Room 2 Mech. = ............. - 1 - ...._.............__..... � - ( -. '.,�.� Family Room Garage, •• r 33j rj i PROJECT:Hub i n s y /B re tu n e r 3 ESi ]LA 2 Residenceence l a , i i L'.... Demolition Plan Guest Room 1Ll I I m — 1 I Project number 1303 Date 10/13/13 Drawn by HA a Checked by GB o 0o N Basement Demolition PlanA . 02 1/811 = 11-011 Scale As indicated o A.05 2 A.13 1 9 A.18 studio a/b architects 1 651 West Main Street, A 1 B 1 6.7 C D k Riverhead, NY 11901 A.07 A.08 7'6 1/2"+/- 16'-6"+/- 631 591 2402 — — _ 631 3231426 okinfo@studioabarchitects.com I ( I 4 cS 1 6 ) Owner: — — — — — l Tamara Hubinsky & Adam i13 13 13 Bremner 1350 Robinson Lane, Peconic, New York 11958 Phone 646.249.9071 e-mail t.hubinsky@gmail.com I o 2 I f ' I 34'-5 1/2"+/- I I I 10 CENTER ALIG D ' `-ldlaster Bath oom o WALL B.7 SHALL ALIGN WITH SCREENED PORCH WALL I 0 12'-5"+/- 5'-7" 13'-9 1/2"+/- 2'-8" I 106 1 I 3 0'- 1/2" A.19 4 ex 1 ex 2 ® - - - - - - - - ® SOUND 1 15 I I I INSULATION ex 1 I o NEW WINDOWS 8'-0 ^� 4 I 5 room 1 0ex7 I ex 4 I Master Bedroom 11 °� Bedroom 1 110 Bedroom 2 19 I 104 1 1 O$ I I INSTALL(2)-2X4 MULLION A.15 i i 109 I 14 CD REPLACE EXISTING SET OF D.H. 15 Hallway 1 ( I ! 11 ASSUMED ANDERSON 200#2842 WITH NEW CASEMENTS - - - - — — — - — - — - 2 ( 111 5 1 ENTRY ® � - 101 -� ? i No. Dex 5 escription Date 5 , 2 A.06 M 5 — j— — — — — — I 0 U1 IL 12 e I II "Oor 3 II I I Master Bedr000m!!�ex � L - - - - - - - - - - - - +- — — — � Bath o 4 I I 112 al caS `_ ° I Living Room Den ASST MED ANDEREPLACE RSON NG E 00#2842 105 WITHANDERSEN 400(2)-WDH2842 ~ 5 I 102 I I MULLED WITH NON-REINFORCING MULLION JOINING O ex 1 I I I SOUND 4 INSULATION 4 I I 4x4 LUMBER OR LSL OR PSL COLU BETWEEN FIXED GLASS AND PATI DOOR A.05 2 I ex I I I 5 ex 7 5 2 I I 03 1 � { 6 I ( ex 1 5 ff. A.19 1 CD F_ , I I — 1 + �. . _ ................................... Kitchen/Dining I I . I ........ L .......... 103 Screened Porch I I �' .......... . ................................ L . ................................... L I_ _ _ _J L J .. .......... . ... .... ........ ... ... _. r ex 3 ,, . ,L .................................. ............. L O �, ,� �, ,_ I I .......... .............. ISTI .................. �O I .. ............................ EX I o 0 ' I .. .......... ... .... .. V 0 0 EXISTING 1 - - - - - - - - - - - - . ................. .. . . .......... ex 1 PROJECT: Hubinsky/Bremner Residence 1 18'-0" +/- 16'-6 1/2"OF A.16 w 1 N First Floor Plan NOTES EXISTING 1. INDICATES EMERGENCY ESCAPE RESCUE OPENING 2. GRIDS FOLLOW STRUCTURAL SURFACE OF WALLS 3. SEE FOLLOWING SCHEDULES FOR KEYED ITEMS WALL TYPES: SEE A.10 DOOR AND WINDOW SCHEDULE: SEE A.11 I I I 4. SEE FOLLOWING SCHEDULES FOR GRAPHICALLY INDICATED Project number 1303 ITEMS EXTERIOR FINISH SCHEDULE: SEE A.05 Date 10/13/13 ROOM FINISH SCHEDULE: SEE A.10 INSULATION SCHEDULE SEE A.11 Drawn by HA a Checked by GB `- co A B B.7 N M r C) 1 03 First Floor Plan co 1/411 = 1'-0" Scale 1/411 = 1'-0" I � � studio a/b architects 651 West Main Street, Riverhead, NY 11901 631 5912402 1 631 3231426 1 1 info@studioabarchitects.com A.07 A.08 A.13 A.09 A B B.7 C D Owner: Tamara Hubinsky & Adam Bremner I NEW 8 FT CLG 1350 Robinson Lane, Peconic, New York 11958 FIBER MAT GWB PAINTED Phone 646.249.9071e-mail t.hubinsky@gmail.com B.O. NEW PERGOLA 8 FT AFF CEDAR BLEACHING OIL I I I I I I I I 8FT CLG, FIBER MAT GWB PAINTED NEW 8 FT CLG GWB PAINTED 8 FT CLG AS IS 8 FT CLG NEW 8 FT CLG REPAINTED AS IS GWB PAINTED IF] GWB REPAINTED 4" No. Description Date 5'-4" NEW 8 FT CLAG 1'- 1 1/2" GWB PAINTED ;7 - I I I 5 A.15 NEXPOSED RAFTERS PAINTED I I AC X PLYWD PAINTED NEW LIGHT WELL @5'-4"O.C. LOCATE BETWEEN EXISTING EXPOSED GIRDER PAINTED NEW 8 FT CLG CEILING JOISTS GWB PAINTED EXISTING ATTIC LADDER TO REMAIN IF IT WILL FIT IN THE NEW SPACE, 8 FT CLG OTHERWISE RELOCATED. NEW LOCATION TO ASS IS BE DETERMINED. REPAINTED 8 FT CLG GWB PAINTED I I 7777�7 lu I 8 FT CLG AS IS QED RC,yf�� REPAINTED ���' A P1' EXISTING SKYLIGHT I F OF N y \� 14"FLEXIBLE SUN TUNNEL �� ' 14"FLEXIBLE SUN TUNNEL BY VELUX OR EQUAL ——1'-41/, BY VELUX OR EQUAL i 9 FT CLG i i AS IS PROJECT: 1 REPAINTED \� \ Hubinsky/Bremner I \ GWB PAINTED Residence - - - - - - - - - - - - - - - - First Floor Reflected I I Ceiling Plan 2'-0" 00 V- 11/2" GWB PAINTED EXISTING 2X8 CEILING JOIST EXISTING 2X8 Project number 1303 CEILING JOIST Date 10/13/13 Drawn by HA 1 First Floor Reflected Ceiling Plan 2 Sk li ht Well Details Checked byGB N 1/4 - 1 -0 I I I 1 - 1 -q 00 N A . 04 CO 0 N M r Scale As indicated EXISTING studio a/b architects ASPHALT SHINGLE ROOF 651 West Main Street, Riverhead, NY 11901 631 5912402 631 3231426 1 3 2 A 08 1 7 info@studioabarchitects.com A.09 A.13 A.13 A.07 A.15 CB.7 B A Owner: Tamara Hubinsky & Adam NEW 1X2 ON 1X6 STEPPED FASCIA REMOVE"PORK CHOP" PROFILE Bremner CEDAR BLEACHING OIL TO SIMPLIFY TYP. ON NORTH FACADES WIDER FASCIA 1 1350 Robinson Lane, Peconic, New York 11958 Phone 646.249.9071 FOR ROOF STEP REPLACE EXISTING FASCIA e-mail t.hubinsky@gmail.com NEW 1X2 ON 1X6 STEPPED FASCIA ky@gmail.com CEDAR BLEACHING OIL W/NEW 1X2 ON 1X6 STEPPED, SAME FORM AS EXISTING NEW PERGOLA BUT CEDAR BLEACHING OIL 1 1 1 NEW EPDM LOW SLOPE ROOF � 1 NEW PAINTED PANEL �� --- i� �� TO MATCH EXISTING ' CEDAR SHAKE TO MATCH EXISTING CEDAR SHAKE TO MATCH RAILING TO MATCH EXISTING r-��- ��-- �r EXISTING I First Floor — — — — — — — — — — — — — — — — — 20' - 81/2.. 77 _ _ F, _ 7_=LI _ _ _ — _ _ _ _ = f R=r=-I _ 11 = HORIZONTAL 5/4 X 6 CEDAR STK DECKING— _RAIN SCREEN @6"O.C. ;III =@ VERTICAL 1X3 FURRING STRIP CEDAR- — @48 0.C.I-1111 ON HEAVY DUTY W.R.BI I I — - IEE� I I _ 1 1 4 1 =0N)1/2"IPL i WD SH i ATHING _ I — � � � � � � I � SEE Al2 FOR TYPICAL OPENING DETAILS, North Elevation TERMINATION AND CORNER DETAILS 1 1/411 = 1'-0" No. Description Date 1 /57_ REPAINT A.14 A.15 EXISTING 1X2 ON 1X6 STEPPED FASCIA REPAINT ( 6 5 4 3 2 EXISTING ASPHALT SHINGLE ROOF,TYP. REPAINT 1 EXISTING CEDAR SHAKE PATCH AS REQUIRED y NO TRIM \ 1X3 TRIM PAINTED I NO TRIM NO TRIM NO TRIM `� First Floor 20' - 8 1/2" - - I x4,i, I , . , . Basemen-_. t d1 ,. t��,. •., a;;,, ;c,,r�arc — I= I IIII—IIII — — _ _ I _EXISTING FOUNDATION WALL_ I— - _ I — I11-111-11 I II 1 1 1=1 1 1=I 1=IIIIIII 1I 1 I=1 I I I I 1 III ) I I=III III=III=III=I 1 I=III=1 I I=III=I 11=III=1 I I=III=I 1 1=III=1 I I III=IIII I PATCH PARGEIAS NEEDED—III=III=III=III=III=1 I=1 I I=III=I I I=1 I=III=III—III— 2 West Elevation PROJECT: Hubinsky/Bremner Residence Exterior Finish Schedule Construction Exterior Finish Color Notes New Shingle Roof Asphalt Shingles to match existing New Low slope Roof EPDM sheet membrane light gray or white Elevations 1 a n d Fascia 1x6 Painted white Where New Fascia connects to existing, use material and profile match existing Soffit Exterior Type MDF, painted white Where New Soffit connects to existing, use material match existing North Facade Walls 5/4 x 6 STK Cedar Decking Lattice Rain weathered Exterior Finish Screen, Bleaching Oil Entry Approach East Wall 1x6 Beveled Clear Cedar Siding, match existing in Screened Schedule Stained Porch Other Walls Cedar shake to match existing Inside of Guard wall at Yard Cedar Plywd Board & Batten, stained light gray Project number 1303 Bridge Trim 1x3 Painted white Date 10/13/13 Pergola 2x8 Cedar, Bleaching Oil weathered Cedar Construction Grade Drawn by HA 2 Exterior Posts 4x4 Cedar Bleaching Oil weathered Cedar Construction Grade Entry Pavement 12x12 Slate Tiles Color to be selected by Owner Checked by GB EXTERIOR FINISH NOTES: 00 Existing Foundation wall Parge Patched, as required light gray 1. IF REQUIRED, PROVIDE FINISH SAMPLES ON THE SPECIFIED MATERIALS. N A - 05 New Foundation wall Parged light gray CO 0 M C) r Scale As indicated studio a/b architects 651 West Main Street, Riverhead, NY 11901 EXISTING EXISTING SKYLIGHT 631 591 2402 ASPHALT SHINGLE 631 3231426 ROOF info@studioabarchitects.com A 1 B 1 B.7 C D Owner: 7 A.07 A.08 1 Tamara Hubinsky & Adam A.15 A,09 Bremner 1350 Robinson Lane, Peconic, New York 11958 PATCH AND EXISTING Phone 646.249.9071 REPAINT ASPHALT SHINGLE ROOF e-mail t.hubinsky@gmail.com NEW FASCIA 1X6 PAINTED TRIM 1X3 PAINTED 4X4 CEDAR POSTS NO TRIM EXISTING WINDOW WALLED REPAINT AND CEDAR SHAKE PATCHED NEW CEDAR SHAKE - TO MATCH EXISTING \ \ 1111 HIM ,' �� ,� `� EXISTING TRIM RAILING TO \ , \ RE PAINTED MATCH EXISTING ,' `� i 11 tI 11 11111 1 11 it it I it till I _ First Floor 7_11 1 11 111 11 111 11 1 1 �— — EXISTING FOUNDATION WALL PARGED PATCH PARGE AS REQUIRED, TYP. 6X6 ACQ POSTS— - ON 10"CONCRETE— _ PILE —' � ' IIIIII—III— EXISTING BOW WINDOW No. Description Date DEMOLISHED1 1 1-1 1 1 1 1 1 _ _ FILL AND PATCH CEDAR SHAKE �Ei �El1E1 � TO REIMAIN DECK AND RAILING 11 I I 1 I I—III 11 — I II I I—I I II I I I I � I I—III III III IIIIIIIIIIII—IIIIIII � IIIIIIIIII—IIIIIIIIIIIIIIIIII—III IIIIIIIIIIII ) I I—I I � IIIIIIIIIIIIIII—III—III—IIIIIII I 1 South Elevation 1/4" = 1'-0" REPAINT 1 2 3 ( 4 5 6 EXISTING ASPHALT SHINGLE 7 NEW ASPHALT SHINGLE EXISTING SCREENED PORCH ROOF ROOF REMAIN i NEW PAINTED PANEL TO MATCH EXISTING EXISTING PAINTED PANEL PATCH AND REPAINT I NEW FASCIA I TO MATCH EXISTING MULLION TRIM AR�� BLEACHING OIL Q�, r EXISTING DECK AND RAILING TO REMAIN LI 11 11 11 11 It 11 11 11 HIM 11 1 rr NO TRIM II NO TRIM NO TRIM 11 II 1 II II II SII II III — — First Flood' 11 111111 111til I� 11 H lig 20' - 8 1/2"�V PROJECT: IIIA "; •- - - . , • - - � . . , jl II remner Hubinsk /B - Y _ - = I I- Residence I—I 1 FOUNDATION WALL= I PARGEDI I Elevations EE — - J 1 111 1J1 1l_l1 - - - 1 J1 l 1 -11 I l l 1 Jarage - I I I III III=III=III=III=IIIIII=III=III=III=IIIIIIIIIIIIIIIIIIIII=III= I I=III IIIIII=III1 I=III=III—III III=III=III III III=III=III I I=III=III=III III=III III=III III EXISTING FOUNDATION WALL PARGED PATCH PARGE AS REQUIRED, TYP. Project number 1303 EXISTING GARAGE DOOR TO REMAIN,TYP. Date 10/13/13 East Elevation 2 1/4" = 1'-0" Drawn by f Iq a Checked by GB eo 1p N A . 06 COCD N M r Scale 1/4" = 1'-0" studio a/b architects 651 West Main Street, Riverhead, NY 11901 631 591 2402 631 3231426 info@studioabarchitects.com Owner: Tamara Hubinsky & Adam Bremner 1350 Robinson Lane, Peconic, New York 11958 Phone 646.249.9071 e-mail t.hubinsky@gmail.com 5 A.15 1 2 3 4 5 EXISTING 2X8 HIP RAFTER I I I No. Description Date 2EXISTING 2X6 RAFTERS EXISTING 2X8 CEILING JOISTS INSTALL NEW CONTINUOUS P38 BUTT INSULATION 5/4 X 6 CEDAR @6"O.C. EXISTING ATTIC LADDER `� �' LA TICEDVERTICA IN SCREEN FURRING TO REMAIN � , � 48"O.C. IF IT WILL FIT IN THE NEW SPACE `� @ @WRB OTHERWISE RELOCATE ON Kitch a Mining Staircase Hallway\, NEW BOX FOR BUILT-IN i IF ' __ First Floor z — — — 20' - 8 1/2" ED AR 00 A yy (S' � � �' x'37"���✓'�2 OF N EXISTING STAIRCASE PROJECT: = 1= I I = Hubinsky/Bremner III= = I= Residence Hit 1f f Basement nt — — _ = I = - — - - - — BuildingSection1 _ _ 1 — = I = II= Project number 1303 Date 10/13/13 Drawn by Author a Checked by GB � co South-North Section thru Kitchen and N n Bedroom ■ O N co T M T_ Sca le 1/2" = 1'-0" studio a/b architects 651 West Main Street, Riverhead, NY 11901 631 5912402 631 323 1426 info@studioabarchitects.com Owner: Tamara Hubinsky & Adam Bremner 1 2 5 1350 Robinson Lane, Peconic, New York 11958 SK-B-9 Phone 646.249.9071 e-mail t.hubinsky@gmail.com I I EXISTING 2X8 RIDGE BOARD I � EXISTING PORCH ROOF STRUCTURE UNKNOWN EXISTING 2X6 RAFTERS EXISTING 2X6 RAFTERS @16"O.C. EXISTING 2X8 CEILING JOISTS @16"O.C. NEW EPDM LOW SLOPE ROOF NEW 2X6 RAFTE F S @16"O.C. NEW 2X8 CEILINC. JOISTS @16"O.C. NEW CONTINUOUS R38 BUT INSULATION 1/2"/12" I � 2X6 RIM JOIST Ry yyy — — — — — I — — NEW(3)-1 3/4"X 9 1/4"GIRDER BOTTOM FLUSH TO B.O. No. Description Date CEILING JOISTS NEW CONTINUOUS HEADER (2)-1 3/4"x 11 1/4"LVL I I I, i 5/4 X 6 CEDAR @6"O.C. LATTICED RAIN SCREEN ON VERTICAL 1X3 FURRING RELOCATED PATIO DOOR AND bedroom 2 @ 48"O.C. Screened Porch NEW FIXED FRAME Living Room ON HEAVY DUTY WRB First Floor NEW(2)-2X12 xa UNDER NEW PARTITION x — _ NEW CRAWL SPACE 2" RAT SLAB I III— I ON DAMPPROOFING SHEET = _) Family Room xA Basement � ' '�' 12 - 0 - 1EIFEII - I - �EIFEI - I 1=1 PROJECT: Hubinsky/Bremner Residence South-North Section thru New Dormer above 1 Living Room 1/2" = 1'-0" Building Section 2 Project number 1303 Date 10/13/13 Drawn by HA a Checked by GB 6o ACD . OV(/off) M N M r Scale 1/2" = 1'-0" o studio a/b architects 651 West Main Street, Riverhead, NY 11901 631 591 2402 631 3231426 info@studioabarchitects.com Owner: Tamara Hubinsky & Adam Bremner 1350 Robinson Lane, Peconic, New York 11958 Phone 646.249.9071 e-mail t.hubinsky@gmail.com EXISTING 2X6 RAFTERS EXISTING 2X8 RIDGE BOARD 2 3 4 5 6 EXISTING ADDITION EXISTING 2X8 HIP RAFTER -7 NEW R38 INSULATION EXISTING 2X8 CEILING JOISTS No. Description Date NEW SOUND INSULATION 5/4 X 6 CEDAR @6"O.C. Master Bedr000m LATTICED RAIN SCREEN Den Master Bedroorn Master Bathroom ON VERTICAL 1X3 FURRING @ 48"O.C. ON HEAVY DUTY WRB � I � — — — — — — First Floor VERIFY R30 INSULATION IS EXISTING NEW R30 INSULATION 1=IF NOT, REPORT TO ARCHITECT B NEW CRAWL SPACE.- I — 2" RAT SLAB I I- ""�`� Garage = ON DAMPPROOFING_ 777 7 (fc Q Basement - 12 - 01/2 PROJECT: I _ I 1 _ — - - = Hubinsky/Bremner 1 - - - — — II — — - - - - III - - Residence — 1 - - - - - - - - -11- - - - - - - - 1 - - - — i=iIAiii iii=iii=iii iii—iii iii==I I iii=iii 1 I I==I I I=1i iii—iii iii =1 I 1=1ii iii=iii=iii=iii =iii iii iii iii iii=iii iii iii iii iii iii iii iii iii—iii—iii iii=iii iii i1I:=- I iii=iii=iii=iii—iii iii i Building Section 3 n South-North Section thru Master Bedroom Project number 1303 Date 10/13/13 Drawn by Author a Checked by GB W ' N A . 09 co co Scale 1/2" = 1'-0" Paint Types Door Schedule studio a/b architects Paint Product Mark Room DoorType Dim Product Finish Frame and Trim Lock Set Handle E Options Note Type Application Hue 1st Coat Fnish Coat Color 1 Kitchen/Dining Sliding Patio Door 6'-10 3/8"x 7' 11 Andersen 400 FWG Exterior:white, Interior Pine, Pine, stained to match flooring 651 West Main Street, " 80611 stained to match flooring Al Interior Gypsum Latex Matte 1 coat, Benjamin Moore Aura Waterborne Interior Matte Finish 1 coat, Benjamin Moore Aura Matte Finish(522) Super white east 1/4 g Riverhead, NY 11901631 5912402 Wallboard (522). Spot prime as needed for the repaint. 2 Living south Sliding Patio Door. existing, 6'-10 3/8"x 7' 11 To be installed with New 631 3231426 A2 Interior Gypsum Latex Eggshell 1 coat, Benjamin Moore Aura Waterborne Interior Eggshell 1 coat, Benjamin Moore Aura Eggshell Finish(524) Super white relocated 1/4" FlexiFrame:#8 under info@studioabarchitects.com Wallboard Finish (524). Spot prime as needed for the repaint. new continuous header A3 Interior Gypsum Latex Semi-Gloss 1 coat, Benjamin Moore Aura Waterborne Interior Semi-Gloss 1 coat, Benjamin Moore Aura Semi-Gloss Finish (528) Super white 3 Master Sliding Patio Door, existing Wallboard Finish (528). Spot prime as needed for the repaint. Bedroom Den B Interior Wood Latex Semi-Gloss For non-bleeding woods, 1 coat Fresh Start@ Multi-Purpose 1 or 2 coats, Benjamin Moore Aura Semi-Gloss Finish (528) Super white 4 Entry Full Glass In-swing entry door 3'-0"x T-10 1/2" SIMPSON IMPACT Fir stained to match flooring Vertical grain Fir, stained to match ENTRANCE SCHLAGE ND53PD ANSI SCHLAGE D SERIES"TUBULAR", 619 Owner: Latex Primer(N023), or High-Hiding All Purpose Primer(046). RESISTANT 7901 FIR flooring F109, DEAD BOLT SCHLAGE B Satin Nickel Tamara Hubinsky & Adam For bleeding woods such as cedar and redwood, use Fresh SERIES Start@ Multi-Purpose Oil Based Primer(N024). 5 Hallway west Full Glass In-swing entry door T-0"x T-0" SIMPSON IMPACT Fir natural clear sealer(Type C2) Vertical grain Fir, Clear sealer(Type C2) ENTRANCE SCHLAGE ND53PD ANSI SCHLAGE D SERIES"TUBULAR", 619 Bremner Cl Interior Wood Clear Water Based Satin 1 coat PolyWhey@ Natural Floor Finish, by Vermont Natural Clear RESISTANT 7901 FIR F109, DEAD BOLT SCHLAGE 8 Satin Nickel Finish for Floor Coating Coatings(www.vermontnaturalcoatings.com, 802 472-8700) SERIES 6 Master Interior 3-Leaf Pocket Door 10'-0"x 8'-0" custom Honeycomb flush, Painted white White Pine, painted (Type A3 Heavy Duty Sliding Door Phone Robinson Lane, Peconic, New York 11958 C2 Exterior and Interior UV Protective 1 coat Ecoprocote AcriSoy by Eco Safety Products Clear y P ( yP ) y y g Phone 646.249.9071 Wood Clear Sealer Water Base Clear (www.ecoprocote.com, 602 305-9397) Bedroom south (Finished opening) (Type A3) HW e-mail t.hubinsky@gmail.com Sealer, Satin 7 Master Interior 2-Leaf Swing Door 4'-0"x 6-8" Hollow-core Flush Birch Plywood, stained (Type D) White Pine, painted (Type A3) Passage SCHLAGE D SERIES"TUBULAR", 619 D Exterior and Interior UV Protective Ecoprocote TimberSoy by Eco Safety Products 1 coat Ecoprocote AcriSoy by Eco Safety Products to be Bedroom north Satin Nickel Wood Stained Water Base Stain (mww.ecoprocote.com, 602 305-9397) (www.ecoprocote.com, 602 305-9397) determined 8 Master Interior 2-Leaf Swing Door 4'-0"x 6-8" Hollow-core Flush Birch Plywood, stained (Type D) White Pine, painted (Type A3) Passage SCHLAGE D SERIES"TUBULAR",619 E Interior Ferrous Metal Latex Semi-Gloss Super Spec HPO Acrylic Metal Primer(PO4)or Super Spec 1 or 2 coats, Benjamin Moore Aura@ Semi-gloss Finish (528) to be Bedroom north Satin Nickel HP@ Alkyd Metal Primer(P06). determined 9 Master Interior Swing Door 2'-6"x 6-8" Solid-core Flush Birch Plywood, painted (Type A3) White Pine, painted (Type A3) PRIVACY, SCHLAGE ND40S ANSI SCHLAGE D SERIES"TUBULAR", 619 F Exterior Wood Bleaching Oil 1 coat, CABOT BLEACHING OIL 3241 WEATHERED Bathroom east F76 Satin Nickel Weathered Finish I SCHLAGE B SERIES 10 Master Interior Pocket Door 2'-6"x 6-8" Solid-core Flush Birch Plywood, painted (Type A3) White Pine, painted (Type A3) Flush Pull Sliding Door HW Bathroom west 11 Entry Coat Interior 2-Leaf Swing Door 4'-0"x 6'-8" Hollow-core Flush Birch Plywood, painted (Type A3) White Pine, painted (Type A3) Dummy or Passage SCHLAGE D SERIES"TUBULAR", 619 Tile Types Closet Satin Nickel Tile# Tile Type Tile Product 12 Bathroom 2 Interior Swing Door 2'-6"x 6-8" Solid-core Flush Birch Plywood, painted (Type A3) White Pine, painted (Type A3) PRIVACY, SCHLAGE ND40S ANSI SCHLAGE D SERIES"TUBULAR", 619 F76 Satin Nickel A 12"x12"slate tile to be determined 13 Bedroom 1 Interior Swing Door 3'-0"x 6-8" Solid-core Flush Birch Plywood, painted (Type A3) White Pine, painted (Type A3) PRIVACY, SCHLAGE ND40S ANSI SCHLAGE D SERIES"TUBULAR", 619 F76 Satin Nickel B Ceramic Subway tile to be determined 14 Bedroom 1 Interior Swing Door 2'-0"x 6-8" Hollow-core Flush Birch Plywood, painted (Type A3) White Pine, painted (Type A3) Passage SCHLAGE D SERIES"TUBULAR", 619 C Floor tile 1 to be determined Closet Satin Nickel D Floor tile 2 to be determined 15 Bedroom 1 Interior Pocket Door 2'-6"x 6-8" Solid-core Flush Birch Plywood, painted (Type A3) White Pine, painted (Type A3) Sliding Door Lock E Floor tile 3 to be determined 16 Bedroom 2 Interior Pocket Door 2'-6"x 6'-8" Solid-core Flush Birch Plywood, painted (Type A3) White Pine, painted (Type A3) Sliding Door Lock 17 Bathroom 1 Interior Swing Door 2'-6"x 6-8" Solid-core Flush Birch Plywood, painted (Type A3) White Pine, painted (Type A3) PRIVACY, SCHLAGE ND40S ANSI SCHLAGE D SERIES"TUBULAR",619 F76 Satin Nickel 18 Bedroom 2 Interior Swing Door T-0"x 6'-8" Solid-core Flush Birch Plywood, painted (Type A3) White Pine, painted (Type A3) PRIVACY, SCHLAGE ND40S ANSI SCHLAGE D SERIES"TUBULAR", 619 F76 Satin Nickel Room Finish Schedule 19 Bedroom 2 Interior 2-Leaf Swing Door 5'-0"x 6-8" Hollow-core Flush Birch Plywood, painted (Type A3) White Pine, painted (Type A3) Passage SCHLAGE D SERIES"TUBULAR",619 Finish Closet Satin Nickel Room# Room Name Floor Base Trim I Wall Ceiling Comments Window Schedule 101 ENTRY Slate tile(Tile Type A) on 5/8"x 3" painted Door Trim: 1x3 painted or 1xX stained 1/2"GWB painted (Type Al), partially 1/2"GWB Painted (Type Al) Type 7- (2)-3/4" plywd sheathing (Type B) (see Door Schedule), No base where beveled 1x6 clear Cedar, stained to Mark quantity Product Dimentions (w x h) R.O. (w x h) Finish Glazing Sill Height Head Height Comments Cedar siding on wall match existing 102 Living Room Reclaimed Wide Plank 5/8"x 3"painted Windowsill&Trim, Door Trim: 1x3 1/2"GWB painted (Type Al), partially 1/2"GWB Painted (Type Al) 1 1 set Mulled set of 2,Andersen 200 Narrow Line D.H. 6'-3 5/16"x 4'-1 1/4" Existing Low-E4 2'-8 1/4" 6'-9 1/2" Mixed Softwoods (Type B) painted (Type B), No base where beveled 1x6 clear Cedar, stained to 30310-2H, Existing Flooring on 3/4"plywd Cedar siding on wall match existing 2 1 set Set of 2 vertically,Andersen Flexiframe Rectangle 3'-4 1316"x(2'7 1/2"+ 3'-5 5/16"x 6-3 21/32" Exterior:white, Interior: Pine Natural Clear sealer(Type C2) Low-E4 2'-8 27/32" 8'-0" Window Trim finish to match Window(Type C2) sheathing on Andersen 400 Awning AX351 2-7 1/2') • 103 Kitchen/Dining Reclaimed Wide Plank 5/8"x 3" painted Windowsill&Trim, Door Trim: 1x3 1/2"GWB painted (Type Al), partially 1/2"GWB Painted (Type Al) 3 1 set Set of 3 vertically,Andersen Flexiframe Rectangle 3'-4 1116"x(2'7 1/2"+ 3'-5 5/16"x T-11 5/16" Exterior:white, Interior: Pine Natural Clear sealer(Type C2) Low-E4, Tempered 0'- 1 3/16" 8'-0" Window Trim finish to match Window(Type C2) Mixed Softwoods (Type B) painted (Type B), No base where beveled 1x6 clear Cedar, stained to on Andersen 400 Awning AX351 on Andersen 2'-7 1/2'+2'7 1/2") on the lower Flooring on 3/4' plywd Cedar siding on wall match existing No. Description Date sheathing Flexiframe Rectangle FlexiFame 104 Master Reclaimed Mid Plank 5/8"x 3" painted Windowsill&Trim, Door Trim: 1x3 1/2"GWB painted(Type Al) 1/2"GWB Painted (Type Al) Wall may be 4 1 Andersen 200 Narrow Line DH 2432, Existing 2'-5 5/8"x 3'-5 1/4" 2'-6 1/8"x 3'-5 1/4" Exterior:white, Interior:white(Type A3) Low-E4 3'-4 1/4" 6'-9 1/2" Bedroom Mixed Softwoods (Type B) painted (Type B) finished with wall 5 1 set Set of 2, Andersen 400 WoodWright DH WDH 5'-7 3/8"x 3'-4 7/8" 5'-7 7/8"x T-4 7/8" Exterior:white, Interior:white(Type A3) Low-E4 T-4 5/8" 6'-9 1/2" Flooring on 3/4" plywd covering. To be 2832-2H sheathing determined. 6 1 Andersen 400 Awning AP42V 4'-0"x4'-0" 4'-0 1/2"x 4'-0 1/2" Exterior:white, Interior:white(Type A3) Low-E4 3'-6" T-6" 105 Master Reclaimed Wide Plank 5/8"x 3" painted Windowsill&Trim, Door Trim: 1x3 1/2"GWB painted (Type Al) 1/2"GWB Painted (Type Al) 7 1 set Set of 2, Andersen 400 Awning AP42V-2H 8'-0 1/8"x 4'-0" 4'-0 1/2"x 4'-0 1/2" Exterior:white, Interior:white(Type A3) Low-E4 T-6" T-6" Non-Reinforced Mullion Joining Bedr000m Den Mixed Softwoods (Type B) painted (Type B) 8 1 Andersen 400 Flexiframe Rectangle 7'-6"x6'-10 3/8" (same T-6 1/2"x 6'-10 7/8" Exterior:white, Interior:white(Type A3) Low-E4, Tempered 4-0 3/4" 6'-9 5/8" Install 4x4 column and continuous header over this window Flooring on 3/4" plywd height as Door#2) (same height as Door and Door#2;Vetify the Existing Droor#2 sizes sheathing #2) 106 Master Tile(Type C)on (2)-5/8" Windowsill&Trim, Door Trim: 1x3 1/2"Fiber Mat GWB Painted (Type A3), 1/2" Fiber Mat GWB Painted Glass shower 9 1 set Set of 2, Andersen 400 WDH2842-2H 5'-7 3/8"(2'-9 5/8"+ 5'-7 7/8"x 4'-4 7/8" Exterior:white, Interior:white(Type A3) Low-E4 2'-4 5/8" 6'-9 1/2" Replacing existing, Non-Reinforced Mullion Joining Bathroom or(2)-3/4" Plywd painted (Type B) Tile(Tile Type B)on 1/2"cementicious (Type A3) enclosure, shower 1/8"+2-9 5/8")X 4'-4 sheathing backer board pan 7/8" 107 Hallway Reclaimed Wide Plank 5/8"x 3" painted Window sill&Trim, Door Trim: 1x3 1/2"GWB painted (Type Al) 1/2"GWB Painted (Type Al) 11 2 Andersen 400 Casement CX245 5'-2 3/4"x 4'-4 13/16" 5'-3 1/4"x 4'-5 3/8" Exterior:white, Interior:white(Type A3) Low-E4 2'-4 11/16" 6'-9 1/2" Mixed Softwoods (Type B) painted (Type B) 12 1 Andersen 400 Awning A312 2'- 11 15/16"x 4'-0" T-0 1/2"x 4'-0 1/2" Exterior:white, Interior:white(Type A3) Low-E4 2'-9 1/2" 6'-9 1/2" Flooring on 3/4"plywd 13 4 Andersen 400 Awning A21 2'-0 1/8"X 2'-0 1/8" 2'-0 5/8"X 2'-0 5/8" Exterior:white, Interior:white(Type A3) Low-E4 4'-9 3/8" 6'-9 1/2" sheathing 14 1 Andersen 400 FlexiFrame Rectangle 3'-9 314"X T- 10 3/4' 3'-10 1/4"X T-11 1/4' Exterior: Sandtone, Interior: Pine stained to match flooring Low-E4, Tempered -0'-0 3/4" T-10" Window Trim finish to match Window 108 Bedroom 1 Reclaimed Mid Plank 5/8"x 3"painted Windowsill&Trim, Door Trim: 1x3 1/2"GWB painted (Type Al) 1/2"GWB Painted (Type Al) Mixed Softwoods (Type B) painted (Type B) 15 2 Andersen 400 Casement CX235 6-2 3/4"x 3' 4 13/16" 5'-3 1/4"x 3'-5 3/8" Exterior:white, Interior:white(Type A3) Low-E4 3'-4 11/16" 6'-9 1/2" Flooring on 3/4" plywd sheathing 109 Bedroom 2 HW treads&risers to 5/8"x 3" painted Windowsill&Trim, Door Trim: 1x3 1/2" GWB painted(Type Al) 1/2"GWB Painted (Type Al) Insulation Schedule match existing (Type B) painted(Type B) DOOR NOTES 110 Bathroom 1 Tile(Type D)on(2)-5/8" Window sill&Trim, Door Trim: 1x3 1/2"Fiber Mat GWB Painted (Type A3), 1/2" Fiber Mat GWB Painted Thickness, R or(2)-3/4"Plywd painted (Type B) Tile(Tile Type B)on 1/2"cementicious (Type A3) insulation# Construction Material value Note 1. ALL WORK IS TO CONFORM TO ALL APPLICABLE REQUIREMENTS OF LOCAL GOVERNING CODES, NYS. sheathing backer board DEPT, OF LABOR, INDUSTRIAL LABOR CODE, RULE 21, HEALTH CODE, FIRE DEPARTMENT 111 Hallway 2 Reclaimed Mid Plank 5/8"x 3" painted Window sill&Trim, Door Trim: 1x3 1/2"GWB painted (Type Al) 1/2"GWB Painted (Type Al) 1 Existing and New Floor Batt Insulation between joists 9 1/4", R 30 Fill all space between rim joists and foundation with spray REGULATIONS, NBFU AND UTILITY CODES, OSHA CODES AND NYS BUILDING CODES. Mixed Softwoods (Type B) painted (Type B) above unconditioned space foam insulation 2. SAFETY GLASS REQUIRED IN ACCORDANCE WITH NYSBC SECTIONS 714.2.6, 714.3,AND 2406. Flooring on 3/4" plywd 2 Exterior Walls Batt Insulation between studs 3 1/2", R 15 Existing 2x4 exterior walls are assumed to have R15 cavity 3. ALL CONTINUOUS INTEGRAL PULLS TO HAVE ROUNDED AND SMOOTH EDGES. sheathing Batt insulation. Contractor shall verify on site the existing 112 Bathroom 2 Tile(Type E)on (2)-5/8" Windowsill &Trim, Door Trim: 1x3 1/2" Fiber Mat GWB Painted (Type A3), 1/2" Fiber Mat GWB Painted insulation value, and report to Owner and Architect 4. ANDERSEN PATIO DOOR OPTIONS: 3 Shims ace around window Fill all along the shims ace with NO GRILLS or(2)-3/4" Plywd painted (Type B) Tile(Tile Type B)on 1/2"cementicious (Type A3) P 9 P HARDWARE: METRO COLLECTION ANVERS, SATIN NICKEL sheathing backer board and door flexible spray foam insulation GLASS: LOW-E4 TEMPERED GLASS 113 Staircase Existing carpet to remain Existing 1/2"GWB painted (Type Al) Repaint(Type Al) 4 Roof/Ceiling Batt Insulation on Ceiling Joists 10 1/4", R 38 GLIDING INSECT SCREEN,WHITE 114 Screened Existing Existing Existing Patch as required Patch as required 5 Partiton and floor/ceiling Mineral blow-in sound insulation Porch around Bathrooms B01 Family Room Existing Existing Existing Patch as required Patch as required B02 Garage Existing Existing Existing Patch as required Patch as required Bathroom Acce;sory Schedule r Fixture Product Quantity Finish Note FINISH NOTES: Number_ 1. ALL NEW INTERIOR WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASSIFICATION OF NOT GREATER THAN 200, WINDOW NOTES SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450, AS PER SECTION R315 (NYS RESIDENTIAL CODE). 1 Towel Bar Ginger Motiv Sine 24" Double Towel Bar 2 Polished Master Bathroom, 2. BEFORE ANY PURCHASE, CONTRACTOR SHALL VERIFY WITH ARCHITECT AND OWNER ALL FINISH MATERIALS AND COLORS. 0222/24-PC Chrome Bathroom 1 1. ALL WORK IS TO CONFORM TO ALL APPLICABLE REQUIREMENTS OF LOCAL GOVERNING CODES, NYS. CD R 4' DEPT, OF LABOR, INDUSTRIAL LABOR CODE, RULE 21, HEALTH CODE, FIRE DEPARTMENT REGULATIONS, y\ 3. IF REQUIRED, PROVIDE FINISH SAMPLES ON THE SPECIFIED MATERIALS. 2 Towel Bar Ginger Motiv Sine 18"Towel Bar 0202-PC 1 Polished Bathroom 2 NBFU AND UTILITY CODES, OSHA CODES AND NYS BUILDING CODES. , 4. MANUFACTURERS: Chrome 2. SAFETY GLASS REQUIRED IN ACCORDANCE WITH NYSBC SECTIONS 714.2.6, 714.3, AND 2406. SOY BASED WOOD SEALER AND FINISH:ECO SAFETY PRODUCTS www.ecoprocote.com, (602)305-9397 3 Toilet Tissue Holder Ginger Motiv Sine Open Toilet Tissue Holder 3 Polished 3. ALL CONTINUOUS INTEGRAL PULLS TO HAVE ROUNDED AND SMOOTH EDGES. RECLAIMED FLOORING: PIONEER MILLWORKS, PREFINISHED GRANDMA'S ATTIC, RUGGED, 0206-PC Chrome ► WIDE PLANK 3-SIZE COMBINATION: 5, 7, &9 INCHES; MID PLANK COMBINATION 3 TO 6 INCHES g P 4. ANDERSEN WINDOWS OPTIONS: '' "� 4 Shower Corner Basket Ginger Hotelier 6 dee corner basket 553DG-PC 1 Polished Master Bathroom r FINISH TO BE DETERMINED. www.pioneermillvvorks.com, (800) 951 9663 EXTERIOR COLOR: WHITE Chrome 5>•,,.-••-.:'_,.-�'r�. 5 Shelf w/Towel Bar Ginger Motiv Sine#0243/20 3 Polished INTERIOR COLOR: WHITE OR PINE, SEE SCHEDULE '•, �7_ r�� ��d. Chrome GLASS: LOW-E4 NO GRILL 6 Wall recessed mount Medicine PLM3630W, overall 35 1/4"X 29 1/4" 2 Master Bathroom, WITH EXTENSION JAMB FOR 2X4 WALL, UNLESS NOTED OTHERWISE Wall Types cabinet w/mirror Bathroom 1 HARDWARE: ESTATE, SATIN NICKEL Type 7 Wall recessed mount Medicine PLM2030W, overall 18 1/2"X 29 1/4" 1 Bathroom 2 SCREEN: TRUSCEEN Mark Description Wall Construction Wall Thickness Type Comments cabinet w/mirror 8 Vanity Sink wall mount Vanity see Plumbing Fixture Schedule 1 Master Bathroom 1 New Concrete Foundation wall for crawl space Drawer 2 New 2x4 exterior wall with Cedar shake Exterior side: Cedar shake on WRB on 1/2" Plywood sheathing on 2x4 studs, Interior 51/8"+/- side: 1/2"GWB, or 1/2" Fiber Mat GWB, or tile on 1/2"Cementicious board PROJECT: 3 New 2x4 exterior wall with Beveled Cedar siding Exterior side: 1x6 beveled Cedar siding on WRB on 1/2"sheathing; Interior side: 1/2" 5 1/4" Hubinsky/B re m n e r GWB or 1/2"Fiber Mat GWB, or tile on 1/2"Cementicious board Residential Equipment Schedule 4 New or Existing 2x4 exterior wall with New Lattice Exterior side: Horizontal 5/4 x 6 Cedar STK decking @6"O.C. on 1 x3 Vertical Furring 6 3/8" # Equipment Type Product Notes Rain Screen strip @48"O.C. on Heavy Duty W.R.B. on 1/2 Plywd sheathing on 2x4 studs; Interior Residence side: 1/2"GWB 1 Ref rig erator/Freeezer Jenn Air-Gringer JFC2089 HESS JFC 289 w/internal water dispenser, Counter Depth French 5 New 2x4 partition Both sides: 1/2"GWB, or 1/2" Fiber Mat GWB, or tile on 1/2"Cementicious board on 4 1/2" Dr(70H 36W 29D), 19.6 cu' 2x4 studs 2 Dish Washer T.B.D. ex 1 Existing 2x4 exterior wall with Cedar shake Exterior side: Cedar shake on WRB on 1/2" Plywood sheathing on 2x4 studs, Interior 5 1/8"+/- side: 1/2"GWB, or 1/2"Fiber Mat GWB, or the on 1/2"cementicious board 3 Cooktop Electrolux-Gringer EW361C60LS 36" Induction Cooktop ex 2 Existing 2x4 exterior wall with New Rain Screen Exterior side: 5/4 x 6 STK Cedar Decking on 1x3 Furring on Heavy Duty WRB on 6 3/8" 4 Rangehood Zephyr-Cringers Roma 36" Schedules existing 1/2" Plywd Sheathing; Interior Side: 1/2" GWB, or 1/2"Fiber Mat GWB, or tile 5 1 Wall Oven GE-Gringer EW30EW55GS 30" Single Wall Oven on 1/2"Cementicious board 6 Wine Cellar GE-Gringer ZDWC240NBS GE Monogram Stainless Steel 24", BuilY7in, Under Cabinet ex 3 Existing 2x4 exterior wall with beveled Cedar siding Exterior side(existing): 1 x6 beveled Cedar siding on WRB on 1/2"sheathing on 2x4 6" ZDWC240NBS, 57 Bottle Max on both sides studs; Interior side: New 1x6 beveled Cedar siding on existing 1/2"GWB 7 Bathroom Exhaust fan Panasonic FV-11VF2 for Master Bedroom ex 4 Existing 2x4 exterior wall with New beveled Cedar Exterior side: New 1x6 beveled Cedar siding on WRB on existing 1/2"sheathing; Interior 5 1/4" 8 Bathroom Exhaust fan Panasonic FV-08VF2 for Bathroom 1 siding on exterior side side: existing 1/2"GWB 9 Bathroom Exhaust fan Panasonic FV-05VF2 for Bathroom 2 ex 5 Existing 2x4 interior partition with beveled Cedar One side: Beveled Cedar siding on existing 1/2"GWB, Other side: existing 1/2"GWB 5 1/4" 10 Bathroom Exhaust fan T.B.D. for Pool house Bathroom siding on one side 11 Ceiling fan T.B.D. Project number 1303 ex 6 Existing 2x4 interior partition with beveled Cedar Both sides: Beveled Cedar siding on existing 1/2"GWB 6" Date 10/13/13 siding on both sides ex 7 Existing 2x4 interior GWB partition Both sides: existing 1/2"GWB, or one side New 1/2" Fiber Mat GWB, or tile on 1/2" 4 1/2" Drawn by HA n Cementicious board Checked by GB N od N A . 10 co N M r Scale 12" = 1'-0" o PAINTED PANELING PAINTED PANELING CEDAR SHAKE studio a/b architects W.R.B. FLASHING TAPE — I I Riverhead, NY 11901 AS PER FLASHING TAPE 651 West Main Street, W.R.B. W.R.B. MANUFACTURER'S AS PER 631 591 2402 INSTRUCTION I MANUFACTURER'S 2x2 TRIM, TAPERED 2x2 TRIM, TAPERED 631 3231426 FILL SPACE INSTRUCTION ON HIDDEN SEALANT ON HIDDEN SEALANT info@studioabarchitects.com METAL FLASHING — I W/FLEXIBLE FOAM INSULATION FILL SPACE FILL SPACE FILL SPACE SEALANT W/FLEXIBLE FOAM METAL FLASHING W/FLEXIBLE FOAM METAL FLASHING W/FLEXIBLE FOAM 2x2 TRIM,TAPERED INSULATION INSULATION INSULATION 1X3 TRIM Owner: 1X3 FURRING PINE ON HIDDEN 1X3 TRIM 1X3 TRIM 1X3 TRIM SEALANT PINE 1xX TRIM PINE 1xXTRIM PINE Tamara Hubinsky & Adam SEALANT JAMB METAL FLASHING �� ON HIDDEN SEALANT ON HIDDEN SEALANT Bremner EXTENSION JAMB JAMB JAMB EXTENSION FLASHING TAPE EXTENSION FLASHING TAPE EXTENSION Phone Robinson Lane, Peconic, New York 11958 Phone 646.249.9071 AS PER AS PER e-mail t.hubinsky@gmail.com 1xX SILL MANUFACTURER'S MANUFACTURER'S INSTRUCTION INSTRUCTION SEALANT PINE 1xX SILL 1xX SILL 1xX SILL PINE PINE PINE 1X3 TRIM HIDDEN SEALANT HIDDEN SEALANT HIDDEN SEALANT 1X3 0'-0 1/4" PINE CEDAR SHAKE 1X3 TRIM 1X3 TRIM 1X3 TRIM 0'-0 1/4" PINE 1x3 TRIM 0,-0 1/4" PINE 1x3 TRIM 0'-0 1/4" PINE 4/5 X 6 CEDAR INSTALL FLASHING TAPE ON HIDDEN SEALANT ON HIDDEN SEALANT DECKING INSTALL INSTALL INSTALL FLASHING TAPE FLASHING TAPE FLASHING TAPE HEAVY DUTY W.R.B. R15 BATT INSULATION CEDAR SHAKE CEDAR SHAKE W.R.B. R15 BATT INSULATION R15 BATT INSULATION R15 BATT INSULATION N I I W.R.B. W.R.B. r O O WITH OUT TRIM, WITH TRIM, WITH TRIM, PANEL ABOVE, CEDAR SHAKE BELOW PANEL ABOVE, CEDAR SHAKE BELOW CEDAR SHAKE ABOVE, CEDAR SHAKE BELOW n Typical Window Section on Rain Screen Wall n Typical Window Section on Cedar Shake 1 1/2" = 1'-0" U 1 1/2" = 1'-0" X. R.O. R.O. EXTENDED SILL R O EXTENDED SILL FILL SPACE W/FLEXIBLE JAMB EXTENSION SPRAY FOAM INSULATION FILL SPACE W/FLEXIBLE JAMB EXTENSION FILL SPACE W/FLEXIBLE JAMB EXTENSION 1X3 TRIM SPRAY FOAM INSULATION 1X3 TRIM SPRAY FOAM INSULATION 1X3 TRIM R15 BATT INSULATION R15 BATT INSULATION R15 BATT INSULATION No. Description Date HEAVY DUTY W.R.B. 1X3 FURRING STRIP 5/4 X 6 CEDAR DECKING CEDAR SHAKE j9 W.R.B. W.R.B. FLASHING TAPE — 0'-0 1/4"+/- 5/4 X 6 CEDAR DECKING HIDDEN HIDDEN AS PER MANUFACTURER'S FLASHING TAPE SEALANT,TYP. FLASHING TAPE SEALANT, TYP. INSTRUCTION AS PER MANUFACTURER'S AS PER MANUFACTURER'S INSTRUCTION INSTRUCTION 1X3 TRIM ON HIDDEN SEALANT TYPICAL WINDOW PLAN SECTION ON CEDAR SHAKE W/O EXTERIOR TRIM TYPICAL WINDOW PLAN SECTION ON CEDAR SHAKE W/ EXTERIOR TRIM Typical Window Plan Detail on Rain Screen n 11011 Wall n Typical Window Plan Detail on Cedar Shake I I I 1 1/211 I 5/4 X 6 CEDAR DECKING RAIN SCREEN ON 1X3 FURRING @48"O.C. ON HEAVY DUTY W.R.B. ON 1/2" PLYWD SHEATHING CEDAR ON W.R BHAKE ARCy/ =h`. ON 1/2" PLYWD SHEATHING ,� � ; R15 BATT INSULATION R15 BATT INSULATION +� ,x -•� ' 1X6 BEVELED 1X6 BEVELED CEDAR SIDING CEDAR SIDING o 0'-0 1/4" +/- 0'-0 1/4" L VENTING SPACE VENTING SPACE - - f 01 v vI ><I 11 1 5/4 X 6 CEDAR DECKING RAIN SCREEN o o 5/4 X 6 CEDAR DECKING RAIN SCREEN ON 1X3 FURRING O.C. 0 0 ON HEAVY DUTY W.R..R.B. ON 1X3 FURRING @48"O.C. ON 1/2" PLYWD SHEATHING GWB ON HEAVY DUTY W.R.B. 1xX CEDAR ON 1/2" PLYWD SHEATHING OPENING CASING 1xX CLEAR CEDAR TRIM COVER THE EDGE OF PROJECT: BEVELED SIDING TYPICAL CEDAR SHAKE / RAIN SCREEN CORNER TYPICAL RAIN SCREEN / RAIN SCREEN CORNER Hubinsky/Bremner Typical Interior Wall Details with Cedar 5 T ical Rain Screen Detail 1 n Typical Rain Screen Detail 2 Siding Residence 1 1/2" = 1'-0" 1 1/2" = 1'-0" 3" = 1'-0" Typical Details Project number 1303 Date 10/13/13 Drawn by HA a_ a Checked by GB od N A . 11 N M r Scale As indicated CD studio a/b architects 1 2 1 SIDING 651 West Main Street, Riverhead, NY 11901 A.08 A.13 A.09 W R g 631 5912402 INSTALL RIDGE BENT 631 323 1426 info@studioabarchitects.com A B B.7 C D INSTALL ICE SHIELED ALL ALONG EPDM MEMBRANE Owner: NEW LOW SLOPED EPDM ROOF PERIMETER, MIN.4'WIDE � Tamara Hubinsky & Adam NEW PERGOLA INSTALL SOFFIT VENT FASTEN CLEAT NEF,R 6"WIDE EPDM COVER LOWER BREAK W'TH STRIP Bremner NEW ASPHALT SHINGLE ROOF RING SHANK NAILS SPACED FASTENER W/ FULLY ADHERED EPDM FASTENING PLATE 6" PER 12" SLOPE MATCH EXISTING 6"O.C. MIN. .060" MEMBRANE z @12"O.C. MIN. 1350 Robinson Lane, Peconic, New York 11958 1 +/- Phone 646.249.9071 6' WIDE EPDM COVER i A.14 STRIP i e-mail t.hubinsky@gmail.com BONDING ADHESIVE i N EXISTING ASPHALT SHINGLE ROOF NEW ROOF MIN. 0'-2 1/2" EPDM MIN. .060" r i _•i' MIN. 0'-2 /2" MEMBRANE SEALANT —� 3/4"PLYWOOD SHEATHING n4 - ------ ------------- W...A. 41 71- = a PLYWOOD SHEATHING 3"MIN. ' `_' EXISTING ASPHALT SHINGLE ROOF DRIP EDGE — — r` — — — SLOPE 6" +/-PER 12" 2X4 NAILER - - --- - -- -- -- -- - -- - - -- -- - --- - - -- - - � 1X2 RING SFANK NAIL 3 1x wooD 4 FASCIA PER-112";- I I I EXTEND EPDM UNDER THE SEALANT& BACKER EXISTING ASPHALT ROOF NEW LOW SLOPED EPDM SHED ROOF MIN.4' "T"JOINT COVER FIELD SPLICE WITH EXISTING CHIMNEY SECURE TAPE 6"WIDE COVER STRIP o 2 2�/NEPDM MIN. .060" Ir MEMBRANE ° EXISTING ASPHALT SHINGLE ROOF ° No. Description Date DRIP EDGE ° I I I I I LAP SEALANT 1 - NOTES: I I I I EXISTING SKYLIGHT 1. STABILIZE METAL DRIP EDGE BY SECURING WITH RING SHANK NAILS 3"O.C.; PENETRATE WOOD NAILER 1 1/4" MINIMUM. 2. FLASH METAL DRIP EDGE WITH 6"WIDE PRESSURE-SENSITIVE CURED COVER EXISTING PORCH ROOF STRIP, IN CONJUNCTION WITH PRIMER. EXTEND FLASHING TO TOTALLY COVER THE I I I I FLANGE(MAXIMUM EXPOSED METAL SHALL NOT EXCEED 1/4"FROM EDGE). 3. OVERLAY DRIP EDGE FLASHING WITH PRESSURE-SENSITIVE T-JOINT COVERS OR 6" WIDE PRESSURE-SENSITIVE ELASTOFORM FLASHING (IN CONJUNCTION WITH PRIMER) AT FIELD SPLICE INTERSECTIONS AND AT JOINTS BETWEEN SECTIONS OF METAL EDGES AS SHOWN 1 Roof Plan nTypical EPDM Roof Edge Detail 1/8" = 1'-0" 3" = 1'-0" PROJECT: Hubinsky/Bremner Residence Roof Details Project number 1303 Date 10/13/13 Drawn by HA a Checked by GB N 0o LO A . 12 N N M r Scale As indicated studio a/b architects 651 West Main 3 4 5 Street,901 TOP TAPERED WOOD TRIM 3-SIDES 6 Rive head, NY 1 PAINTED 631 5912402 /2 631 3231426 3 EXISTING ASPHALT 1/4"SOLID CLEAR POLYCARBONATE SHEET info@studioabarchitects.com A.13 A.13 SHINGLE ROOF 4'-0" LONG, ON CONTINUOUS TAPERED 2xX SHIM NEW EPDM LOW ON PERGOLA 2X8 RAFTERS I I Owner: B.7 �' SLOPE ROOF Tamara Hubinsky & Adam 2 1 Bremner A.14 A.14 I 1350 Robinson Lane, Peconic, New York 11958 2X8 CEDAR PERGOLA @16"O.C. Phone 646.249.9071 NEW 1X6 FASCIA e-mail t.hubinsky@gmail.com PAINTED AHEAD MTL FLASHING HORIZONTAL 5/4 X 6 PLANK I I (2)-2X8 HEADER RAIN SCREEN @6"O.C. @ CEILING JOIST LEVEL ON 1X3 FURRING STRIPS WRB (DELTA FASSADE SYV - ----- ON ,_ ■ www.delta-fassades.com) I o yyyyyyyyy 4X4 CEDAR ( E PERGOLA MTL FLASHING COLUMN 0'-4 7/8" BENCH SIDE WALL CONTINUOUS TO RAIN 01 SCREEN GWB PAINTED 5/4 X 6 CEDAR @6"O.C. ` LATTICED RAIN SCREEN ON VERTICAL 1X3 FURRING 6 — — — — — — - — CEDAR 4X4 COLUMN @ 48"O.C. ON 10" DIA. CONCRETE PILE ` ON HEAVY DUTY WRB 001b SLATE TILE 1 , ON 4"CONCRETE ON GRAVEL A.14 NEW WOOD FLOORING SLATE TILE 1/2" PER A FOOT MAX. SLOPE ON EXISTING SHEATHING ON (2)-3/4" PLYWD SHEATHING ON 2X12 JOISTS TOWARD NORTH 5 A.18 BENCH \ LI First Floor •4,- _Q >•d .d,a - ° a ° ° °dam• d No. Description Date HORIZONTAL 5/4 X 6 PLANK 1x6 BEVELED CLEAR ° "` • ' ,°• °d -erre d'<- p RAIN SCREEN @6"O.C. I CEDAR SIDING ON WRB ° _. a ° e°tr ` ° ° ON 1X3 FURRING STRIPS ON 1/2" PLYWD INSTALL 3/4"PLYWD SHEATHING a ` ' ; = ° ° °- •^ ' ON WRB(DELTA FASSADE S SHEATHING UNDER EXISTING SHEATHING ILH � www.delta-fassades.com) SUPPORTED WITH NEW BRIDGING I WATERPROOFING= Oz_ @24"O.C. BETWEEN EXISTING 2X12 JOISTS I I I —MEMB. I I _ ON SHEATHING- I-El I— I IFE1 F�lI —I IIIIII-IIIIIII AND-1 I IIIIIII-III-III III IIIIIIIII-III-III IIIIIIIIIIIIIIIIIIIIIIII-III- - p ON FOUNDATION South-North Section thrt� Entry I WALL I I 1/2" = 11-011 z 1 NEW ASPHALT SHINGLE ROOF EXISTING 2 F- A.14 ASPHALT A.14 SHINGLE ROOF w 6 5 4 0'-3 1/2"- 0'-2 3/8" I I I 00 EXISTING A.14 NEW LOW ASPHALT SHINGLE PERGOLA GIRDER SLOPE ROOF ROOF SIDE SUPPORT ON FASCIA I I 2X8 CEDAR PERGOLA EXTEND EPDM 4 FEET MIN. UNDER THE ASPHALT SHINGLES } -----T I AL — 14 I ----- ----- ----- RC CONTINUOUS SOFFIT BELOW `,!,:�.? .SIM ;'4f/x NEW EPDM LOW SLOPE ROOF AHEAD 1X6 BEVELED CEDAR SIDING 0'-21/4' ON WRB 0'-2 1/4" T- 10 1/4"+/- 0'- 3/4" 3'-2" 1X6 BEVELED CEDAR SIDING ON 2X4 STUDS 0'-31/2" R.O. 0'-31/2" OF N,�v4 C) I 1 3/4"x 3 1/4" N LO LVL BENCH o 6'-0" o BENCH SIDE WALL I `� 5/4 X 6 LATTICE 1x6 BEVELED ON 2X6 CEDAR FRAMING CLEAR CEDAR SIDING ON 2X4 STUDS SLATE TILE CQ OR CEDAR BRACING 3 — — — — — — ON 4"CONCRETE + PROJECT: ON EL 11/2" PERVA FOOT MAX. SLOPE H u b i n s ky/B re m n e r TOWARD NORTH `�' .7 GWB PAINTED GWB PAINTED — — — — — I First Floor Residence 20' - 8 1/2" _ a EntryDetails 1 7'-61/2"+/- - -IIII I „ I = I — — n Callout of Entry Plan � I I Project number 1303 Date 10/13/13 Drawn by HA a Checked by GB N 3 North-South Section thru Entry 00 N A . 13 Cl) co r Scale 1/2” = 1'-0" o 1/4"SOLID CLEAR POLYCARBONATE SHEET studio a b architects 3 2 4'-0" LONG, ON CONTINUOUS 2xX SHIM ON RAFTERS 651 West Main Street, A.13 A.13 Riverhead NY 11901 C 3 2 B.7 NEW LOW SLOPE ROOF 2X8 CEDAR PERGOLA @16"O.C. ' A.13 A.13 SEPDMHEA HI 3/4"PLYWD 631 591 2402 631 323 1426 SHEATHING info@studioabarchitects.com B. 2X8 CEDAR PERGOLA C 7 NEW LOW SLOPE ROOF NEW EPDM LOW SLOPE ROOF EXISTING ROOF T-6 1/2"+/ Owner: AND SOFFIT Tamara Hubinsky & Adam 7 1/2" +/- 6'_8" 3 1 8' +/- B re m n e r PERGOLA WIDTH 1350 Robinson Lane, Peconic, New York 11958 Phone 646.249.9071 TOP TAPERED TRIM NEW LOW SLOPE ROOF e-mail t.hubinsky@gmail.com \ PAINTED EPDM ON 3/4"PLYWD SHEATHING SAME AS EXISTING FLUSH TO EXISTING FASCIA SOFFIT EXTENSION RAIN SCREEN EXTENSION TO BE IHJ CUT 0'-3 1/2" BEVELED 1X6 CEDAR SIDING ON STANDARD WRB ,(TYVEK OR EQUAL) p f HORIZONTAL 5/4 X 6 PLANK RAIN SCREEN @6"O.C. ON VERTICAL 1X3 FURRING Q STRIPS @48"O.C. BENCH ON HEAVY DUTY WRB 5/4 X 6 CEDAR ` ` (DELTA FASSADE S ON 2X6 CEDAR FRAMING \ _ � www.delta-fassades.com) z ` 1'-6' SLATE TILE ON cn ACQ OR CEDAR \` 4"CONCRETE BRACING ON GRAVEL First Floor _ _ First Floor 20' - 8 1/2" 20' - 8 1/2" F11 No. Description Date 17-T WATER PROOFING— TER PRO FIN-MEMB.—� � II MB.—ON SHEATHING SHEATHI G— iii 12'MIN. ABOVE MIN.ABO E_ � I � I I � FINISHED WALKWAY, FINISHED WA KWAY, AND FOUNDATION WALL AND FOUNDATION WALL 1 East-West Section thru Entry Access 1n East-West Section thru Entry Access 2 1/2" = 1'-0" ` 1/211 = 1'-0" AC g��✓...�a. A PROJECT: Hubinsky/Bremner Residence Entry Details 2 Project number 1303 Date 10/13/13 Drawn by HA o_ Checked by GB N co LO N A . 14 Cl co r CD Scale 1/2" = 1'-0" A 3 A studio a/b architects 5 A A.15 651 West Main Street, Riverhead, NY 11901 6 A.15 7 7 6 631 591 2402 631 323 1426 4X4 CEDAR COLUMN A.15 A.15 A.15 A.15 6 7 1X6 FASCIA info@studioabarchitects.com 2 i A.15 A.15 PAINTED CEDAR SHAKE MTL FLASHING Owner: 3 — — — — — - ON MB Tamara Hubinsk Adam ON 1/2" PLYWD SHEATHING i _ ON 2X4 STUDS Bremner CEDAR 4X4 POST 0 BLEACHING OIL 1350 Robinson Lane, Peconic, New York 11958 5 WINDOW TRIM 2X2 CEDAR Phone 646.249.9071 - 2X6 CEDAR COPING A.15 I _ _ 00 BLEACHING OIL BLEACHING OIL e-mail t.hubinsky@gmail.com i co Zo , i' A.15 3 �, ............ 7L \ 2X6 CEDAR O 1�11 #1 / BLEACHING OIL \�� 2X2 CEDAR 1 0 1'-0"TYP. 1. `� BALUSTER {. ................ / IL 1 \ — — @4"O.C. — _ First Floor _ — OFirst Floor 20 - 81/2 20' - 81/2„ 7771 1'-6" I h 11 1111111 1111 1111 It 11 � [111 11 1] [] 11 111] 111] 11 111111 4'-0" 5'-0" ^ - ` iii I iii iii iii iii—iii— — loilo J`01 6X6 ACQ COLUMN ON 10" DIA. CONCRETE PILE ON 24"X24"X12"CONCRETE FOUNDATION n Callout of"Garden Bridge" Plan n Garden Bridge North Elevation n Garden Bridge est Elevation n Garden Bridge South Elevation 1/2" = 1'-0" 4 1/4" = 1'-0" 1/4" = 1'-0" A.15 3 A 3 5 No. Description Date A.15 6 7 A.15 A.15 A.15 i EPDM ON 3/4"PLYWD SHEATHING NEW EPDM ROOF ON 2X6 RAFTERS @16"O.C. ON 3/4"PLYWOOD SHEATHING ON 2X6 RAFTERS @116"O.C. STRAPPING 10 1/4"THICK R38C BATT INSULATION,TYP. (2)-2X6 HEADER, TYP. 1X6 FASCIA PAINTED EXPOSED 2x4 CEILING JOIST NEW 2-2X8 HEADER 2x4 CEILING JOISTS 2X6 RAFTERS BOTTOM ALIGNED TO 2'-0" 2X6 JOISTS x--11 TED WALL 1/2"GWB PAINTED 1/2"GWB PAINTED (2)-2x6 GIRDER / 1X2 CEDAR BATTEN & 2-1/2"THRU BOLTED ' ILLLL 2 COLUMN I BLEACHING OIL Id LuilLu 4X4 CEDAR COLUMN BLEACHING OIL , ' 4X4 CEDAR COLUMN OPEN i /BLEACHING OIL LJ-1 L-J-L-11 u� LLU COPING I � TREADS ` LLLE x6 MAHOGANY 1 5/4X6 MAHOGANY DECKING I STAINED,TYP. 1/2"GWB PAINTED W/1/8"SPACE ` ` 2X4 MAHOGANY 3/8"CEDAR PLYWD NEW PLANK PINE FLOORING `� PL CEDAR BOARD& 1X2 ` ON EXISTING SHEATHING I I PLYWOOD BOARD CEDAR BATTEN 5/4X6 CEDAR o & 1X2 CEDAR \ " BATTEN @ 16"O'C. PINE PLANK FLOOR WOOD STAINED D BLEACHING OIL DECKING ' ON 3,4 PLYWD SHEATHING 0" ON BLDG PAPER ON 2X10 JOISTS @16 O.C. PRESERVATIVE `� ON 1/2" PLYWD Q First _Floor _ L First SHEATHING First Floor 20' - 8 1/2" 20' - 8 1/2" ON 2X4 STUDS i 2X8 ACQ @16"O.C. (2)-2x8 ACQ (2)-2x8 ACQ 2-2X8 ACQ GIRDER SOFFIT 3/8"PLYWD SHEATHING BOARD& 1" EXISTING 2X12 FLOOR CONST. BOTTOM ALIGNED TO JOISTS 1X2 BATTEN 16"O.C. PAINTED 6X6 ACQ POST BASE R30 BATT INSULATION 6X6 ACQ COLUMN = 10" DIA. CONCRETE EXISTING WINDOW WELL 1— - _ I _ � �_� � � � � � � � PROJECT: CrawlS�ace — �� �� �L Hubinsk /Bremner a _ _ -� r -�h ��_ �_�- Residence —� —� 24"X 24"X 12" FOOTING— i ii i ii i i_i Garden Bridge Details = 1 Basement I 1=1 I Vl I I1=11=11=1 Project number 1303 I I I I=I I 1=1 I 1=1 I 1=1 I 1=1 I I=1 I 1=1 I 1=1 I I=I I I=1 I I=I I 1=1II I I 1=1 I 1=1 I 1=:1 I 1=1 I 1=1 I 1=1 I I=1 I 1=1 I 1=1 I 1=1 11-1 1=I 11=1 I =I I Garden Bridge North-South Section @ Garden Bridge North-South Section Date 10/13/13 n Garden Bridge West-East Section n Exterior n @Interior Drawn by HA a 1/2" = 1'-0" � 1/2" = 1'-0" Checked by GB N 00 A . 15 coN co r Scale As indicated CD studio a/b architects 651 West Main Street, Riverhead, NY 11901 B A B631 591 2402 2 631 3231426 info@studioabarchitects.com 24" DEEP BUILT-IN CABINET OPEN TO CEDAR SIDING Owner: GWB PAINTED I 1 FL Roof LIVING ROOT STAINED TO MATCH EXISTING PORCH WALL Tamara HubinSky & Adam CD 1 FL Roof 28' - 8 1/2" o 28' - 8 1/2" Bremner 3 1350 Robinson Lane, Peconic, New York 11958 Phone 646.249.9071 co i� e-mail t.hubinsky@gmail.com OPEN -v v -1 to \ /,I co M rn 4'-3" 2'-11" 3'-83/4" First Floor — N First Floor 3'_o"+/- /6'-0"+/- I 20' - 8 1/2" 201-- 8-1—/2'1 I 12"DEEP 24" DEEP II BUILT-IN BUILT-IN L NO BASE SEE DWG7 ON Al2 Ir 2 Kitchen Elevation North Kitchen Elevation East II EXING CHIMNEY 1/4" = 1'-0" IST II A SOUND INSULATION I 10 9 A.19 7 6 A.16 _ 1 FL Roof Hco 8 28' - 8 1/2" E A\ o No. Description Date First Floor_ 9'-o„ 2, o„ 20' - 8 1%2" 0 od 6'-0" 11' -0" 4'-2 1/2" 6'-8 1/4" 10, 6'-5" 10'- 103/4" REFRIGERATOR FREEZER DW 01 nKitchen1/4" Elevation South -' a N TNW 3 N f 48"X48"+/-AWNING IIINDOW f RANGE ExISTING WINDOW I I 5 A.16 3 i 7 \ I - — I II II 4 � � I \A 77- - First Floor 2' 20'-0" 7'-6„ 20' - 8 1/2' Ain DRAWERS J 24"DEEP FULL HEIGHT I \�t� 4" �`•: �°� CABINET WALL OVEN C? C Kitchen Elevation West 5 P . � 5 5 17'-33/4" 2 CUT VENEER BRICK PROJECT: TO FORM SYMMETRICAL Hubinsk /Br DEMOLISH LOG CLOSET AND y e m n e r O O WALL WITH BRICK CEDAR SIDING Residence I II II TO MATCH EXISTING IN O O SCREENED PORCH .................... ................... Kitchen Details REMOVE MANTEL REPLACEMENT TO BE DETERMINED DEMOLISH RAISED HEARTH REBUILD IT FLUSH TO FLOOR First Floo 20' - 8 1/2" Project number 1303 CaIlout of Kitchen Plan 3'-0" MIN. EQ. EQ. NOTES: Date 10/13/13 1/2" = 1'-0" 1. CABINET LAYOUT SHOWN ON THE DRAWINGS IS SCHEMATIC. Drawn by HA a DETAILED CABINET LAYOUT TO BE DETERMINED. 2. IKEA CABINETS TO BE USED. Checked by GB N 3. SEE RESIDENTIAL EQUIPMENT SCHEDULE FOR BUILT-IN APPLIANCES 00 N CO 6 Livin West Elevation A . 1 6 N 1/4" = 1'-0" co Scale As indicated o studio a/b architects 3 2 651 West Main Street, Riverhead, NY 11901 631 591 2402 631 3231426 info@studioabarchitects.com I I Owner: Tamara Hubinsky & Adam Bremner 1350 Robinson Lane, Peconic, New York 11958 Phone 646.249.9071 e-mail t.hubinsky@gmail.com I I I I I 2'_0" EXISTING GWB NEW OPEN GWB PAINTED —7 i i / / GWB PAINTED No. Description Date ' (V ' irst_Floor 2[0' - 8 1/2" z zo I I ` / / I ' / / / I ' Basement a a e d 12' - 0 1/2" I I I I I I I I I I I I I I I I I I I I I I I I Section Thru Staircase and 24 deep Built-in Cabinet tiT` ,y r PROJECT: Hubinsky/Bremner Residence Kitchen Details 2 Project number 1303 Date 10/13/13 Drawn by HA a Checked by GB N 00 Ln N A . 17 Cl Scale 1/2" = 1'-0" o 6 WALL MIRROR, MEDICINE CABINET, studio a/b architects C WALL LIGHT(S) 651 West Main Street, Riverhead, NY 11901 631 591 2402 631 3231426 info@studioabarchitects.com 0'-3 1/2" 3'-6" 0'-3 1/2" 6'-7 1/2" 0'-3 1/2" I , Owner: Tamara Hubinsky & Adam N Bremner C) oep 1350 Robinson Lane, Peconic, New York 11958 Phone 646.249.9071 e-mail t.hubinsky@gmail.com O 1 Ll ri 1 77 77 771 LO — — ��First Floor — _ 5 A.18 7 4 A.18 2 _ 20' 8 1/2„ First Floor 20 8 1/2" 3 LAVATORY COUNTER W/DRAWER(S), OR SHELF 2 Master Bathr om East n Master Bathroom Southn Master Bathroom West 1/211 = 1'-0" 1/2" = 1'-0" "F 1/211 = 1'-0" SOUND INSULATION 0 0 CV ' T M i O O i N 5ILIN - - - - - - M No. Description Date 1 Callout of Master Bathroom Pan 1/2 = 1 -0 (_First_Floor First Floor _ First Floor W� 20' - 8 1/2" 5 Master Bathroom Shower West n Master Bathroom North7 Master Bathroom Shower East 1/2" = 1'-0" " 1/211 = 1'-0" 1/2" = 1'-0" A c/ �.N r 4-'+•.h FFA �r. r PROJECT: Hubinsky/Bremner Residence Master Bathroom Details Project number 1303 NOTES: Date 10/13/13 1. CABINET LAYOUT SHOWN ON THE DRAWINGS IS SCHEMATIC. Drawn by HA Q_ DETAILED LAYOUT TO BE DETERMINED. 0 Checked by GB N 00 N A . 18 N co T Scale As indicated B studio a/b architects 5'-3 1/2" 0'-4" 651 West Main Street, .00 Riverhead, NY 11901 631 5912402 631 3231426 info@studioabarchitects.com Tamara Hubinsky & Adam Bremner O 1350 Robinson Lane, Peconic, New York 11958 SOUND Phone 646.249.9071 INSULATION ,' e-mail t.hubinsky@gmail.com v , CO 5 00 4 A.19 2 3 � i O First Floor First Floor 4 — — — — 20' - s 112 — — — — — 20' -_81/2" o i 0 M 2 Bathroom 1 Eastl� Bathroom 1 South n Bathroom 1 West Bathroom 1 North 1/2" = 1'-0" 1/2" = 1'-0" U 1/2" = 1'-0" 1/2" = 1'-0" , c.i CLOSET CLOSET No. Description Date 2'- 10 1/2" n Callout of Bathroom 1 Plan 1'-0" B 1 A.17 i EXISTING BRICK WALL (EXISTING) fft t f ff LJ iv 0' 4 1/2" 3'-6" 0'-4 /2" LOWERED HEARTH FLUSH TO F.F. First Floor I First Floor 20' - 8 1/2" — — — — 20' - 8 1/2" , 0 SOUND INSULATION N n Bathroom 2 East �Q Bathroom 2 South n Bathroom 2 West Bathroom 2 North + 1/2" - 1'-0" 1/2" - 1'-0" 1/2" = 1'-0" 1/2" = 1'-0" CO + Mt.t 9 A.19 7 6 Cl) zo M 8 'c �!J r ��,,}} EO LL_ 1'-3" N SPACE NOT USED v � ' I ' o � (V PROJECT: N Hubinsky/Bremner - `--- 1X4 CEDAR SIDING o—o — — STAINED Residence FULL HEIGHT SPACE RAISED FLOOR FOR BUILT-IN SEE KITCHEN DETAILS 11'-3 3/4" Bathroom Details 2 . Project number 1303 NOTES: Date 10/13/13 1. CABINET LAYOUT SHOWN ON THE DRAWINGS IS SCHEMATIC. Drawn by HA DETAILED LAYOUT TO BE DETERMINED. r� Checked by GB N cd N n Callout of Bathroom 2 Plan Q 1 N 1/2" = 1'-0" V M Scale As indicated Door Schedule studio a/b architects Frame and Mark Room DoorType Dim Product Finish Trim E Lock Set Handle Note 651 West Main Street, Riverhead, NY 11901 P1 Pool House Den Sliding Patio Door T- 11 1/4"x 6'- 10 3/8" Andersen 400 FWG80611 R Exterior white, Interior pine wood sealer Painted Standard Anvers Satin Nickel Gliding Screen white, Pool Alarm 631 591 2402 631 3231426 P2 Pool House Den Steel Full Glass Insulated Swing Door 36"x 80" Peach Tree Avanti Al 9, or Equal Clear Glass, sash painted Painted Entrance Schlarge D Lever handle Tubular, Satin Nickel info@studioabarchitects.com P3 Pool House Shower Room, exterior Steel Flush Insulated Swing Door 30"x 80" Peach Tree Avanti A100, or Equal Painted Painted Entrance Schlarge D Lever handle Tubular, Satin Nickel Pool Alarm P4 Pool House Storage Steel Flush Swing Door 36"x 80" Peach Tree Avanti A100, or Equal Painted Painted Entrance Schlarge D Lever handle Tubular, Satin Nickel P5 Pool House Dressing Room Wood Pocket Door 30"x 80" Solid core Birch Flush, Painted Painted Painted Owner: P6 Pool House Shower Room, interior Wood Swing Door 30"x 80" Solid core Birch Flush, Painted Painted Painted Privacy Schlarge D Lever handle Tubular, Satin Nickel Tamara Hubinsky & Adam /� Window Schedule Bremner Type 1350 Robinson Lane, Peconic, New York 11958 Mark quantity Product Dimentions R.0. Finish Glazing Sill Height Head Height Comments Phone 646.249.9071 a-mail t.hubinsky@gmail.com v P1 12 Andersen 400 Flexi Frame Rectangle 5'-0"x 6'- 10 3/8" 5'-0 1/2"x 6'- 10 7/8" Pine, wood sealer Low E4, Tempered -0'-0 3/4" 6'-9 5/8" n/ P2 1 set of 3 Andersen 400 AW51-3V 4'- 11 7/8"x 7'-1 3/8" 5'-0 3/8"x 7'-1 7/8" Pine,wood sealer Low E4, Tempered 01-0.1 T-1 3/8" ` V A P3 1 Andersen 400 AW51 4'-11 7/8"x 2'-4 3/8" 5'-0 3/8"x 2'-4 7/8" Pine,wood sealer Low E4 4'-9" T-1 3/8" P4 2 Andersen 400 AW251 2'- 4 3/8"x 2'-4 3/8" 2'-4 7/8"x 2'-4 7/8" Pine,wood sealer Low E4 4'-9" T-1 3/8" r � M Paint Types r �1 Co c' Paint � Type Application Hue 1st Coat ro Product Fnish Coat Color lV A Interior Gypsum Latex Flat Benjamin Moore Eco Spec Interior Latex Primer(231). Spot 2 coats, Benjamin Moore Eco Spec Interior Latex Flat(219) Super white Wallboard prime as needed for the repaint. B Interior Gypsum Latex Semi-Gloss Benjamin Moore Eco Spec Interior Latex Primer(231). Spot 2 coats, Benjamin Moore Eco Spec Interior SEMI GLOSS(224) Superwhite Wallboard or Wood prime as needed for the repaint. PH-A.02 C Interior Ferrous Metal Latex Eggshell BENJAMIN MOORE IRONCLAD LATEX LOW LUSTRE 2 coats, BENJAMIN MOORE REGAL EGGSHELL FINISH (N319) H-A.07 \ METAL&WOOD ENAMEL (363) D Exterior Wood Bleaching Oil 1 coat, CABOT BLEACHING OIL 3241 WEATHERED fWeathered Finish 00 36'-6" E Exterior and Interior UV Protective Ecoprocote AcriSoy by Eco Safety Products Clear i Wood Clear Sealer Water Base Clear (www.ecoprocote.com, 877 366 7547) —` 5=6" - - - — '- — — — 24'-6" Sealer, No Sheen F Exterior and Interior Gloss Ecoprocote Eco-TuffT"" High Traffic Flex Clear Wood Finish by 2 or 3 coats, Eco-TuffT"" High Traffic Flex Clear Wood Finish Clear r•� 4 Wood Clear Finish for Eco Safety Products(www.ecoprocote.com, 877 366 7547) P4 P4 1— .20 P3 P.3 High Traffic I 0'-3 1/2" 1 G Interior Wood Stained Water Based Stain Ecoprocote TimberSoy by Eco Safety Products 1 coat Ecoprocote AcriSoy(no sheen), or Eco-Tuff High Traffic Clear a-3 1/2" 40 0'-3 1/2" 0'-3 1/2" (www.ecoprocote.com, 877 366 7547) Coat(gloss) by Eco Safety Products(www.ecoprocote.com, 877 366 'PB �__ 7547) • — — No. Description Date P2 1 5 Dressing om I . 4, I P02 P5 SOUND INSULATION P6 Storage I Pool House Den PO4 ` SEE MAIN HOUSE WALL TYPE SCHEDULE ,• _ I ower R om 5 , ' . t N CV 4 O i PH-A.0 3 o INSTALL 1 3/4"X 3 1/2" LVL _ BETWEEN PATIO DOOR AND FIXED FRAME N 1 PH-A.02 6 4 r? /r i p Exterior anisSchedule P.A — PH-A.0 5 _ # Construction Exterior Finish Color Notes I/2 — 1 =9 — 1 Foundation wall Parged light gray 10 2 Wall other than East 5/4 x 6 STK Cedar Decking Rain screen weathered 4 P1 P1 P1 0 3 Soffit Cedar Plywood Bleaching Oil weathered 4 4 Fascia Cedar Bleaching Oil 1x3 on 1x8(North weathered and South), 1x3 on 1x6(East and Wst) 5 Roof Asphalt Shingles determined 6 Patio Concrete 43 7 Pergola Column 4x4 Cedar Bleaching Oil weathered 15'-0" 8 Pergola Girder and Beam Cedar Bleaching Oil weathered PH-A.0 1 100I 2 PH-A.03 Pool House Patio �� �F�c C° a, EXTERIOR FINISH NOTES: G��"' --� �� 1. IF REQUIRED, PROVIDE FINISH SAMPLES ON THE SPECIFIED MATERIALS. � 1ti .�` � �'ti;1 � .sr.�° 'C1 PH-A.02 {:r�;ri, ?` BENCH •y' I;'J -s C • p Room Finish Schedule � Finish I Room# Room Name Floor Base Trim Wall Ceiling Comments E ® P01 Pool House Den Concrete 1x3 Painted Interior Door&Window Trim: Painted (Type B); 1/2" Fiber Mat GWB Painted (Type B) 1/2"GWB Painted (Type A) i (Type B) Window sill: clear sealed (Type E) I o P02 Dressing Room Concrete 1x3 Painted Interior Door&Window Trim: Painted (Type B); 1/2" Fiber Mat GWB Painted (Type B); 1/2"GWB Painted (Type A) (Type B) Window sill: clear sealed (Type E) Partially Ceramic Tile(Type A)on 1/2" 1co cement board PROJECT: ........ P03 Shower Room Tile on Concrete 1x3 Painted Interior Door&Window Trim: Painted (Type B); 1/2" Fiber Mat GWB Painted Type B); 1/2" Fiber Mat GWB Painted 1/2"Tempered Glass H u b i n s y/B re m n e r BOTH SIDES (Type B) Window sill: clear sealed(Type E) Partially Ceramic Tile(Type A)on 1/2" (Type B) shower partition PANELED 51 6„ cement board Residence PO4 Storage Concrete 1x3 Painted Interior Door&Window Trim: Painted (Type B); 1/2"Fiber Mat GWB Painted (Type B) 1/2" Fiber Mat GWB Painted Provide Attic access 20'-6" 16'-0" (Type B) Window sill: clear sealed(Type E) (Type B) hatch and pull-down attic ladder 4H-A.0Pool House Floor Plan 1 FINISH NOTES: H-A.0 1. ALL NEW INTERIOR WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASSIFICATION OF NOT GREATER THAN 200, SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450, AS PER SECTION R315 (NYS RESIDENTIAL CODE). and Schedules First Floor 2. IF REQUIRED, PROVIDE FINISH SAMPLES ON THE SPECIFIED MATERIALS. 3. MANUFACTURERS: SOY BASED WOOD SEALER AND FINISH:ECO SAFETY PRODUCT,'www.ecoprocote.com, 877 366 7547 4. FOR WALL TYPES, SEE MAIN HOUSE WALL TYPE SCHEDULE 5. FOR TYPICAL RAI NSCREEN AND WINDOW DETAILS, SEE All Project number 1303 Date 10/13/13 Drawn by HA a- a Checked by GB �t M N PH—A . 01 co M r Scale As indicated HORIZONTAL 5/4 X 6 STK CEDAR HORIZONTAL 5/4 X 6 STK CEDAR ' ON 1X3 VERTICAL FURRING STRIP @ 48"O.C. 1 @ 6 O.C. studio a/b architects 1x3 on 1x8 CEDAR ON HEAVY DUTY W.R.B H-A.0 /-� ON 1X3 VERTICAL FURRING STRIP @ 48' O.C. P.A 1X3 ON 1X6 CEDAR P•B P.3 ON 1/2" PLYWD SHEATHING P.2 BLEACHING OIL P. 1 R B ON HEAVY DUTY W.R.B P. A 651 West Main Street, ON 1/2"PLYWD SHEATHING /'1 Riverhead, NY 11901 BLEACHING OIL 631 591 2402 631 3231426 1X3 ON 1X6 CEDAR info@studioabarchitects.com HORIZONTAL 5/4 X 6 STK CEDAR BLEACHING OIL @6"O.C. ON 1X3 VERTICAL FURRING STRIP @ 48"O.C. ON HEAVY DUTY W.R.B SEE PH-A.06 FOR Owner: ON 1/2"PLYWD SHEATHING CORNER WALL AND WINDOW DETAILS o Tamara Hubinsky & Adam RAIN SCREEN CONTINUES 1 TO BE LATTICE SCREEN Bremner SEE DWG#1 ON PH-A.03 FOR LATTICE SEE A.12 DWG1 &3 FOR R SCREEN AND PERGOLA ELEVATION 1350 Robinson Lane, Peconic, New York 11958 WINDOW DETAILS AT u RAIN SCREEN SEE A11 FOR one 4 49.y0@g e-mail t.hubinsk mail.com RAIN SCREEN DETAILS rh CEILING CEILING 0��— — — — — — — — — — — — — — — — — — — — — — — 8' - O 1xX CEDAR TRIM Q BLEACHING OIL SEE PH-A.06 FOR DETAIL o g 1x X TRIM BLEACHING OIL , First Floor 0„— 0 — - • - — — — First Floor 0' - 0” =1 1 1II II1 1I1 1 1 1 I III-III-III III III III i ii iII iii IIIIIFi I III i iii iii ii iii iii—IiIiiii Iii iii ii Ii Iiiiiil iii- -I 1 1I1 1 III-III I I 1 1 I-II1 1I1 1I1 1 l-II1=1I1 1I1 1I1=1 PARGED SEE PH-A.05 DWG 4 FOR IN-SWING DOOR DETAILS PARGED n East Elevation n North Eleva ion PARGED n West Elevation 1/411 = 1'-0" 1/4" = 1'-0" -- - 1/411 = 1'-0" ASPHALT SHINGLES TO MATCH EXISTING ON MAIN HOUSE P.1 P.2 1 P.3 P.B P.A H-A.0 No. Description Date r------------------- --------------------------------------- i RELOCATED EXISTING HOTWATER SOLAR PANEL i ACTUAL LOCATION ON THE ROOF TO BE i RAIN SCREEN CONTINUESDISCUSSED TO BE LATTICE SCREEN i i 1X3 ON 1X8 CEDAR FASCIA L- 2X8 CEDAR PERGOLA BLEACHING OIL J Attic (OPEN TO STORAGE) PERGOLA BLEACHING OIL---------------- --- --- ---- CEILING _0 H A H — D 0 0 4X4 + Dress' g Roo Show r Room CEDAR RAIN SCREEN CEDAR COLUMN OPEN I OFirstO,Floor — — — �— — — — — — —I — _ — IEI _ I IEI I _ I _ I _ I 1=1= I I I _ I — 1=1_ I -I i II I l i II I iI iViii i I- 4 South Elevation 1 5 West Elevation 2 1/411 = 1'-0" 1/4" = 1'-0" -0 ARO PH-A.02 w •� cl- 61 Z 4t#q%i; ' moo' P. 1 P.2 P.3 P. 1 P.2 P.3 C � P.B --- ----------------------------------------------------------- HORIZONTAL 5/4 X 6 STK CEDAR @6"O.C. ON 1X3 VERTICAL FURRING STRIP @ 48"O.C. ON HEAVY DUTY W.R.B ON 1/2" PLYWD SHEATHING PH-A.0 3 61 PH-A.02 PROJECT: P.AHubinsky/Bremner PH-A.0 _5 ............ ..........64 ..... � CEI_LING Residence Pool House Elevations . 1- PH-A.02 ' First Floor aJ 0f - 011 — a — _ T 17 — — — — ; Project number 1303 I I �--- Q• II I —"°• I-- Date Ell _ 10/13/13 IL r1m —I I -LI F��-= 1--I I m a Drawn by HA a l t IL I L11Checked by GB �? Nr M N PH-A . 02 CD South Elevation 2 n Key Plan1/4" = 1'-0" � 1/8" = 1'-0" N M Scale As indicated studio a/b architects 651 West Main Street, Riverhead, NY 11901 631 591 2402 631 3231426 ASPHALT SHINGLES info@studioabarchitects.com ON ASPHALT FELT ON 3/4" PLYWD SHEATHING ON 2X12 @24"O.C. Owner: KEEP 1"AIR VENT SPACE Tamara Hubinsky & Adam (P.B P.A Bremner ASPHALT SHINGLES ON ASPHALT FELT 1350 Robinson Lane, Peconic, New York 11958 ON 3/4" PLYWD SHEATHING Phone 646.249.9071 Com; ON 2X6 @24"O.C. e-mail t.hubinsky@gmail.com PERGOLA P.A 2X8 CEDAR @16"O.C. 2'-3" 13'-9" 3'-0" T-21/2" j HORIZONTAL 5/4 X 6 2X10 GIRDER 6 ATTIC AHEAD CEDAR LATTICE (2)- R38C BATT @6"O.C. BLEACHING OIL BETWEEN 2X12 RAFTOERS 12 STRAPPING ON I EVERY RAFTER ATTIC T 3/4 N " PLYWD Z.i b SHEATHING Storage M'i L FLASHING 1 1X3 CEDAR BLEACHING OIL LO R15 BATT INSULATION SOFFIT: 1/2" CEDAR PLYWD i �" First Floor BLEACHING OIL +Nt 1x8 CEDAR O' - O" BLEACHING OIL N (2)-2X6 CEDAR GIRDER 1"VENT STRIP _ C1 — — — — — J CEILING 5/4X6 STK CEDAR 8'-0"AFF. 0'-0 1/2" 5/4X6 STK CEDAR @8'-0"AFF. @6, O.C. 04 0'-3 1/2" @6"O.C. 1_1 - 1 1/2"X 1 1/4"CEDAR C� 0'-0 1/2" 1 1/2"X 1 1/4"CEDAR VERTICAL SPACER r VERTICAL SPACER ON COLUMN ON COLUMN No. Description Date SHOWER ROOM 0'-1 1/8" n West Elevation 3 0'- 1 1/4" TYPICAL NORTH-SOUTH ROOF SECTION ABOVE SHOWER DOOR 4X4 CEDAR COLUMN - 1 1/4" 0 -3 1/2" n Roof Details above Shower Door 1 1/211 = 1'-0" 4 H-A.0 P.A T-0" 6'-0" 6'-0" (2)-2X10 CEDAR GIRDER ON COLUMNS 4X4 CEDAR COLUMN 2X4 CEDAR SPACER 2X8 CEDAR PERGOLA BEAM BEHIND COLUMN F FSG (2 TYP. �� �C.,G � v CEILING rLA-Cei) 81 - 011 m (2)-2X10 GIRDER II II II I . II II II I . 4 CEDAR TOP PLATE 0'-3 1/2" CONTINUOUS OPEN ' I 0'-3 1/2" 0'- 1 1/8" I OPEN 2x4 CEDAR — �� P. 1 P.2 ?QT) ARS. 2x4 CEDAR CONTINUOUS, TYP. BLEACHING OIL BLEACHING OIL TA 5/4X6 CEDAR LATTICE U 2X4 CEDAR SPACER BEHIND 2X4 CEDAR VERTICAL SPACER 4X4 CEDAR COLUMN `^� ° t^ _ 2X4 CEDAR SPACER BEHIND COLUMN 2X4 CEDAR BOTTOM PLATERL TYP. CONTINUOUS . I I . I I P.A I_I I_I I_I J First Floor First Floor 01 - 011 _ I— PH-A.0 1 2 PH-A.03. Hubinsky/Bremner=111=W=111 M = 1= _ _ = = = = = = = 1= = _ , Residence 2X4 CEDAR BLEACHING OIL j 2 Patio West Elevation n Section Through Lattice Screen at Patio 1/2" - 11-011 1/211 - 11-011E 2X4 CEDAR PERIMETER, TYP. 2X4 CEDAR SPACER, TYP. Pool House Elevations i LJ LJ >11 a Project number 1303 Lattice Screen Plan 4X4 CEDAR COLUMN,TYP. Date 10/13/13 3 1/2 = 1'-0" 6 Drawn by HA a- Key Plan 2 Cq 1/8" = 1'-0" Checked by GB v M N PH -A . 03 N M r Scale As indicated o 01- 1 /211 0'-31/2" studio a/b architects ` MTL FLASHING MTL FLASHING 651 West Main Street, Riverhead, NY 11901 x� ASPHALT SHINGLES 631 591 2402631 323 1426 ON ASPHALT FELT 1X3 CEDAR 1X3 CEDAR ON 3/4 infostudioabarchitects.com PLYWD SHEATHING info@studioabarchitects.com OIL BLEACHING OIL "' ON 2X12 @24"O.C. 1x8 CEDAR 0'-3" 0'-3" 1x8 CEDAR BLEACHING OIL KEEP 1"AIR VENT SPACE 7 Owner: BLEACHING OIL R38C BATT INSULATION Tamara Hubinsky & Adam 1x6 CEDAR 1"VENT STRIP MTL FLASHING l� MTL FLASHING Bremner BLEACHING OIL 1X3 CEDAR l 1350 Robinson Lane, Peconic, New York 11958 MTL FLASHING RAIN SCREEN 6 BLEACHING OIL 1X3 CEDAR Phone 646.249.9071 HORIZONTAL 5/4X6 BLEACHING OIL e-mail t.hubinsky@gmail.com HORIZONTAL 5/4X6 STK STK CEDAR @6"O.C. 12 0'-3 1/2" 1X6 FASCIA RAIN SCREEN 1X6 FASCIA CEDAR 1X3 CEDAR ON VERTICAL 1X3 FURRING BLEACHING OIL BLEACHING OIL BLEACHING OIL48"O.C. @6"O.C. @ 0'-Ll 1/2" ON VERTICAL 1X3 FURRING ON HEAVY DUTY W.R.B. SEALANT @48"O.C. ON 1/2" PLYWD SHEATHING ON HEAVY DUTY W.R.B. ON 1/2"PLYWD SHEATHING WEST WALL: EAST WALL: HORIZONTAL 5/4 X 6 STK ENGINEERED STONE 1/2"GWB MTL FLASHING CEDAR VENEER PAINTED a @6"O.C. ON HEAVY DUTY W.R.B. 1X3 CEDAR ON VERTICAL 1X3 ON 1/2"PLYWD BLEACHING OIL FURRING SHEATHING R15 BATT INSULATION O ON HEAVY DUTY W.R.B. RAIN SCREEN ON 1/2"PLYWD SHEATHING HORIZONTAL 5/4X6 1x8 CEDAR STK CEDAR BLEACHING OIL RAIN SCREEN (WEST, SHOWN) @6"O.C. OR ENGINEERED STONE VENEER ON VERTICAL 1X3 1"VENT STRIP (EAST) FURRING @48"O.C. — — — — — — —ON HEAVY DUTY 1/2"GWB W.R.B. ON 1/2" PLYWD PAINTED SHEATHING RAIN SCREEN HORIZONTAL 5/4X6 STK CEDAR @6"O.C. ON VERTICAL 1X3 FURRING @48"O.C. ON HEAVY DUTY DETAILED WEST AND EAST END WALL ELEVATION TYPICAL NORTH-SOUTH SECTION THROUGH ROOF EDGES W.R.B. TYPICAL WEST-EAST SECTION THROUGH ROOF EDGES ON 1/2"PLYWD SHEATHING �Typ. Roof Details U 1 1/2" = 1'-0" Insulation Schedule No. Description Date Construction Material I Thickness, R value Note Roof/Ceiling Batt Insulation 10 1/2", R38 Cavity between 2x12 rafters P.B P,/q Exterior Walls Batt Insulation 3 1/2", R15 Cavity between 2x4 studs 15'-9" Shim space around window and door Fill all along the shim space with flexible spray foam insulation Partiton around Shower room Mineral blow-in sound insulation Floor, under concrete slab Rigid Insulation 2", R10 Continuous Foundation wall Rigid Insulation 2", R10 Continuous on interior side EXISTING SOLAR HOTWATER HEATER TO BE RELOCATED ON THE ROOF 61% RAIN SCREEN: r2 ASPHALT SHINGLES HORIZONTAL 5/4 X 6 STK CEDAR ON ASPHALT FELT @6"O.C. \ ON 3/4" PLYWD SHEATHING ON 1X3 VERTICAL FURRING ON 2X12 RAFTERS @24"O.C. STRIP @ 48"O.C. ON HEAVY DUTY W.R.B INSTALL R38C BATT INSULATION ON 1/2"PLYWD SHEATHING 1/2"GWB PAINTED J PERGOLA 2X8 CEDAR @16"O.C. LL 1/2"GWB PAINTED BLEACHING OIL Q 0'-9" 5'-3" 13'-0" T-2 1/2" M O r I LO o — — — — — — — — _ — _ CEILING 0 C17 O CEDAR RAIN SCREEN (2)-2X10 CEDAR GIRDER BLEACHING OIL �- OF is � Pool House Den V) 4X4 CEDAR COLUMN, BLEACHING OIL J O 4"CONCRETE O TYPICAL RAIN SCREEN ON 2" RIGID INSULATION �- LAYOUT ORIGIN ON DAMPPROOFING PROJECT: 1/2"BELOW F.F. � I PATIO Hubinsk /Bremner `� 4"CONCRETE Y o � I PATIO FINISHED FLOOR 3'-0" • H.P. =3/4" LOWER THAN Residence FINISHED FLOOR INTERIOR F.F. 1/4" PER 12"SLOPE First Floor r FINISHED GRADE �® 0' - 011 ° n°. ° e. .°.. v+ ' ' � •. ° - ..- � .•` ° -` a ,° .. .• .. ° - 77--777 77-7-77: 77E • a• _ - - =1 Pool House Building 2"RIGID INSULATION — _ — _ Section 8"CONCRETEI I ° —FOUNDATION WALL I I I —I 1111111 I 1 IM I I— _ I 1= 1 :1 1=1 1EI I I — III III � — Project numberI _ IEE� 1303 IIIII IIIII III III III III II II II II _ I Date 10/13/13 Drawn by HA a Checked by GB v n Typical North-South Section N 1/2" = 1'-0" H-A . 04 N M r Scale As indicated o studio a/b architects RAIN SCREEN: I 651 West Main Street, HORIZONTAL CEDAR 5/4 X 6 STK DECKING I Riverhead, NY 11901 ON O.C. 1/2"GWB PAINTED 631 591 2402 I ON VERTICAL 1X3 FURRING @48"O.C. i 631 3231426 ON HEAVY DUTY W.R.B. info@studioabarchitects.com (DELTA FASSADE S www.delta-fassades.com) ON 1/2" PLYWD SHEATHING FLASHING TAPE Owner: W.R.B. PAINTED Tamara Hubinsky & Adam I i Bremner i i MTL FLASHING 1350 Robinson Lane, Peconic, New York 11958 1x3 TRIM e-mail t.hubinsky@gmail.com RAIN SCREEN: Phone 646.249.9071 HORIZONTAL CEDAR 5/4 X 6 STK DECKING I 1/2"GWB SEALANT � FLEXIBLE FOAM INSULATION @6"O.C. I PAINTED I PAINTED VERTICAL 1X3 FURRING @48"O.C. I FLEXIBLE FOAM INSULATION ( HEAVY DUTY W.R.B. i (DELTA FASSADE S www.delta-fassades.com) I R15 BATT INSULATION 71 1/2" PLYWD SHEATHING I SILL FRAME ON SEALANT BED i ON METAL FLASHING 1x3 BASE ON WATERPROOFING TAPE MTL FLASHING I PAINTED OAK SADDLE PATIOSEALANT 4 CONCRETE SLAB I 4' CONCRETE SLAB W.R.B. RAIN SCREEN HORIZONTAL 5/4 x 6 CEDAR STK DECKING FLASHING TAPE @6"O.C. F.F. � O� 0i ON VERTICAL 1X3 FURRING @48"O.C. o ON HEAVY DUTY W.R.B. - - i (DELTA FASSADE S www.delta d -fassades.com) ICU ' ° ^ ' e ON 1/2" PLYWD SHEATHING d RAIN SCREEN LATTICE < : a . « LOCATION ORIGIN 1/2" BELOW F.F. — °. .�. 7�- <_ d 2X4 ACQ SILL PLATE 2X4 ACQ SILL d ° ON LOWERED CONCRETE ° d TERMITE SHIELD Q �, . . - d Y ° No. Description Date :•d - e•' - 8"CONCRETE FOUNDATION WALL PARGED (ALTERNATIVELY,8"CMU) ° P_o-�•d"a_ ° - I 'a-<- •' ° 'v '. ". lEil 1E1 —I -4 -��_ 777 F77-777-= _Flmmm�:� I El':m II' 'I—III III— d tr. d 1111 111 I 1=1 11= FOUNDATION WALL a TYPICAL GLIDING PATIO SILL SECTION TYPICAL GLIDING PATIO DOOR JAMB PLAN 2"RIGID INSULATION ON—III III III—III—III III III III—III—I I - `r a III III—III— NG ON COMPACTED SOIL, TYP. n Typical Floor/Wall Connection Details 3"�YPa0AL WALL BOTTOM SECTION n Typical Patio Door Details U 3" = 1'-0' I I HORIZONTAL 5/4 X 6 CEDAR @6"O.C. I HORIZONTAL 5/4 X 6 CEDAR @6"O.C. I VERTICAL 1X3 FURRING VERTICAL 1X3 FURRING HEAVY DUTY W.R.B. - i I FLASHING TAPE AS PER I MANUFACTURER'S i HEAVY DUTY W.R.B. i INSTRUCTION J FLASHING TAPE 1X3 FURRING 1 AS PER MANUFACTURER'S i 1X3 FURRING INSTRUCTION i 0'-0 1/4" AS PER FLASHING TAPE MANUFACTURER'S FILL SPACE FLASHING TAPE i FILL SPACE 0'- 1 1/2" INSTRUCTION W/FLEXIBLE FOAM INSULATION AS PER I W/FLEXIBLE FOAM INSULATION 5.4 X 6 CEDAR I MANUFACTURER'S 0'-0 1/2" 1X3 TRIM INSTRUCTION @6"O.C. PINE 0'_ 1 1/2" 1X3 TRIM 5/4 X 6 CEDAR PINE 1X3 FURRING 0'-0 1/2" 0'-0 1/4" @6"O.C. METAL FLASHING W.R.B. 1X3 FURRING 1x2 on 5/4 x X CEDAR HEAVY DUTYt�% _�C' � HEAVY DUTY METAL FLASHING Gh � `� 0'-51/2"+/- 1x2 ons/4xX W.R.B. t� 1 x X OR 5/4 x X TRIM CEDAR 1 x 3 TRIM SILL ON SEALANT BED 0'-4 9/16' OAK SADDLE OAK 2x4 ACQ ADDLE SILL ON SEALANT BED 0'-4 7/8" �t 1X3 TRIM FILL SPACE PROJECT: 4"CONCRETE " 45 DEGREE TAPEION PINE, W/FLEXIBLE RED PAINTED INSULATION FOAM H u b i n s k B 0 1X3 TRIM FILL SPACE F.F. J y/ remner ° PINEW/FLEXIBLE - - a PAINTED INSULATION FOAM _ - - - ° - - - Residence nc RAIN a SCREEN LATTICE d d ap,\ . <-. LOCATION ORIGIN -d' d - - °- - -d d°a - - •/ \ 'd n. 1/2" BELOW F.F. ^4 / \ -dn ° - - - , 5/4 X 2 CEDAR ° Pool Hous .,d_ °'4 .. :d° <de, e•d 2X4 ACQ SILL NAILER °.. •'.;d°; ° <d,; e Typical PARGED - _ —I Details 1 �•- ^-.d- ;° -•a '.a ;.� .: '°'a,.,.a%, ,_ —I �' .d • ',° '. 'a :' �° °a .•- - I— I _ I I ii i ii i i ° .° ° � '°. .4 I II I -- — -- I I °•'- a"' " a .a°d• ^=° - ° 4°. : I I -I 2X4ACQiSILLNAILER •-`a-.,"•;. "- ;, a .8.;., ��- -.: • ,_° <, I _ ( I I .:ea ';.�;.: :�•d ;:. ' '-°�- '.�'-' ;," °. I I Project number 1303 2"RIGID INSULATION Date 10/13/13 OUT-SWING EXTERIOR DOOR SECTION 2"RIGID OUT-SWING EXTERIOR DOOR PLAN IN-SWING EXTERIOR DOOR SECTION IN-SWING EXTERIOR DOOR PLAN Drawn by HA a INSULATION Checked by GB v M N n Typical Exterior Out-Swing Door Details >< 4 Typical Exterior In-SwingDoor Details PH-A . 05 N 3" — 1'-0" co Scale 3" = 1'-0" o studio a/b architects 1x3 VERTICAL HORIZONTAL HEAVY DUTY FURRING 5/4 X 6 CEDAR W.R.B. 651 West Main Street, + @6"O.C. Riverhead, NY 11901 'v 631 5912402 631 3231426 C� info@studioabarchitects.com 2�� NNNH�k N\�L,L� 2� L�L o� 1x3 VERTICAL - Owner: FURRING Tamara Hubinsky & Adam HORIZONTAL B re m n e r 5/4 X 6 CEDAR @6"O.C. 1350 Robinson Lane, Peconic, New York 11958 Phone 646.249.9071 e-mail t.hubinsky@gmail.com HEAVY DUTY W.R.B. 5/4 X 6 STK CEDAR DECKING @6"O.C. i 5/4 X 6 STK CEDAR DECKING @6"O.C. VERTICAL 1X3 FURRING @48"O.C. VERTICAL 1X3 FURRING @48"O.C. i HEAVY DUTY W.R.B. HEAVY DUTY W.R.B. FLASHING TAPE FLASHING TAPE WALL CORNER ABOVE WINDOWS AS PER FLASHING TAPE AS PER ( MANUFACTURER'S MANUFACTURER'S AS PER MANUFACTURER'S INSTRUCTION INSTRUCTION INSTRUCTION FILL SPACE W/FLEXIBLE 0'-0 1/4"+/-TYP. 5/4 X 6 HORIZONTAL STK FILL SPACE FOAM INSULATION CEDAR LATTICE W/FLEXIBLE FOAM INSULATION � 1x3 VERTICAL � 1X3 TRIM 1X3 TRIM SEALANT FURRING PINE PINE HEAVY DUTY r 1xX CEDAR W.R.B. TRIM BLEACHING METAL FLASHING METAL FLASHING OIL EXTENSION EXTENSION SEALANT No. Description Date EXTENSION 1x1 TRIM 7 1x3 TRIM FLASHING TAPE 1X1 TRIM FILL SPACE AS PER W/FLEXIBLE FOAM TOP OF INSULATION FLASHING TAPE OVER WRB INSULATION 45 DEGREE TAPERED MANUFACTURER'S EXTENSION F.F. i INSTRUCTION 1X3 TRIM W — N PINE, PAINTED - - - - - VJ o ° RAIN SCREEN LATTICE o WEST END JAMB DETAILS LOCATION ORIGIN - .�� SAME AS THE EAST WINDOW 1/2" BELOW F.F. ���a; HORIZONTAL 5/4X6 1X2 CEDAR TRIM ON SEALANT e °' ae °:- " „ °d; STK CEDAR 1/2"PLYWD SHEATHING ° "' °° °a DECKING LATTICE LATTICE ABOVE 2X4 ACQ SILL NAILER <' @6"0.C. I CORNER WINDOW LEVEL FLASHING TAPE PARGED °° : '�- i AS PER MANUFACTURER'S INSTRUCTION HEAVY DUTY WRB 0'-0 1/4"+/-TY . 1/2" PLYWD SHEATHING SEALANT 5/4 X 6 HORIZONTAL STK 2X4 STUDS i CEDAR LATTICE 1x3 VERTICAL 1xX CEDAR TRIM FURRING I 2" RIGID INSULATION BLEACHING OIL HEAVY DUTY W.R.B. AWNING CORNER WINDOW EAST SECTION AWNING CORNER WINDOW WEST SECTION --- — — ------- 1x3 VERTICAL FURRING HORIZONTAL 5/4 X 6 CEDAR @6"O.C. HEAVY DUTY G^ .: - W.R.B. 1X1 TRIM FILL SPACE CC W/FLEXIBLE FOAM EXTENSION INSULATION - f 1X3 TRIM PINE, � PAINTED � ''� • � Q AWNING WINDOW LOWER LEVEL PROJECT: Hubinsky/Bremner Corner Window Details esidence 3" = 1'-0= 1'-0" Pool House Typical Details 2 Project number 1303 Date 10/13/13 Drawn by HA a Checked by GB v co N PH-A . 06 NM M c Scale 3" = 1'-0" studio a/b architects Bathroom Accessory Schedule P.2Number Fixture Product Quantity Finish Note 651 West Main Street, Riverhead, NY 11901 631 591 2402 P.1 1 Towel Bar Ginger Motiv Sine 24" Double Towel Bar 2 Polished Shower Room, Dressing 631 3231426 0'-3 1/2" 6'-2 1/2" 0222/24-PC Chrome Room info@studioabarchitects.com 3 Toilet Tissue Holder Ginger Motiv Sine Open Toilet Tissue Holder 1 Polished Shower Room 0206-PC Chrome 4 Shower Corner Basket Ginger Hotelier 6"deep corner basket 553DG-PC 1 Polished Shower Room ChromeOwner: (f.B — — 5 Shower Basket Ginger Hotelier Long Dep Basket 552G-PC 1 Polished 2FL Bathroom 2 Tamara Hubinsky & Adam Item No. 552G Chrome HOTELIER LONG DEEP BASKET Bremner ° ° 1'-9" Item No. 552G 6 Shelf w/Towel Bar Ginger Motiv Sine#0243/20 1 Polished Shower Room 1350 Robinson Lane, Peconic, New York 11958 O Chrome C Phone 646.249.9071 e-mail t.hubinsky@gmail.com Cn 3 1'-9" 2 PH-A.0 4 10 5 VANITY COUNTERTOP Dressing ROOM OR EQUAL QUARTZ BY SILE STONE, N 1 INV - �e -c tj 7 — 1/2"CLEAR N TEMPERED GLASS N 6 PH-A.0 8 PARTITION I io 3'-0" FLUSH TILED SHOWER PAN 9 - Zh io Storage Showers Room N P.2 No. Description Date M Pool House Den FIBER MATT GWB PAINTED FIBER MATT GWB PAINTED FIBER MATT GWB PAINTED SkZ r.A — — — — CEILING — — — — — — - - 011 Callout of First Floor FIBER MATT GWB PAINTED 1/211 1 1-011 TRIM 1X3 PAINT \ \ APRON r 24"TOWEL BAR ` PLYWD ` PAINTED \ P.1 P.2 2'-0" N \\ T -815/3 ' (V r \ r , O I I � / 01 r = r- r 1'- 11 1/4" N 3 -r OPEN SHELF N /' / / First Floor — — — — — 1X3 BASE PAINTED FIBER MATT GWB PAINTED 1X3 BASE PAINT D 1X3 BASE PAINTED DressingRoom West Dressin Room North DressingRoom EastDressin Room South 2 1/211 = 1'-0" 3 1/2" = 1'-0" 4 1/2" = 1'-0" 5 1/211 = 1'-011 ATTIC OPEN TO STORAGE R38 BATT INSULATION ;7 3/4" PLYWD SHEATHING c1J ON 2X12 CEILING JOISTS 4"O.C. 2'-6" , R15 BATT INSULATION CERAMIC TILE ON CEMENT BOARDFC711/BEER MATT CERAMIC TILE ON CEMENT BOARD ACIEILING CEILING PAINTED P_ tel./ 0" � ® R 1 01I R38 BATT INSULATION SOUND INSULATION v FIBER MATT GWB PAINTED FIBER MATT \ GWB PAINTED ` PROJECT: / CERAMIC TILE \ ON CEMENT BOARD \\ 'R15 BATT INSULATION TOWEL BAR /� -" Hubinsky/Bremner Residence \\ \ \\ TOILET TISSUE 1'-6" / HOLDER Pool House Shower Storage \\ Show r Room `, \\ � ,' Room Details rh � � First Floor e _ rh First Floor — 1303 ®J- 1 11 ' 0' - 0 - 0 L- -- ----- ----, 7HOWER Project number1X3 BASE PAINTED FLUSH TILPAN AND WATER PROOFING Date 10/13/13 = 1X3 BASE PAINTED 1X3 BASE LOWERED CONCRETE FOR PAINTED WAOPE, SHOWER TERPROOFING PAN AND I Drawn by HA Checked by G WATERPROOFING ( 13 M USection Through Storage and Shower Room 6 Shower Room West n Shower Room North n Shower Room East n Shower Room South M 1/�21/2" = 1'-0" 1/2" = 1'-011 1/2" = 1'-0" PH—A . 07 Scale 1/2" = 1'-0" GENERAL NOTES: (AS PER CONSTRUCTION MMANUAL FOR 1 &2 FAMILY DWELLINGS)FO)EST&PAPER ASSOCIATIONS WOOD FRAME DESIGN CRITERIA TABLE R301.2(1) CLIMATE AND GEOGRAPHIC DESIGN CRITERIA studio a/b architects THE FOLLOWING NOTES ARE TYPICAL, REFER TO ATTACHED DRAWINGS FOR APPLICATION GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM ICE SHIELD FLOOD SNOW SPEED DESIGN UNDERLAY- HAZARD West Main Street, h 1. DRAWINGS ARE NOT TO BE SCALED. USE DIMENSIONS ONLY. CONTRACTOR SHALL CHECK ALL DIMENSIONS AND CONDITIONS () (mph) CATEGORY WEATHER- FROST TERMITE(c) DECAY(d) WINTER INET 631 Riverhead, NY 11901 LOADih AT JOB SITE. ANY DISCREPANCIES OR OMISSIONS FROM PLANS AND/OR SPECIFICATIONS MUST BE CALLED TO THE ATTENTION WEATHER- DESIGN RE631 591 2402 OF THE RECORD ARCHITECT AND SAME CORRECTED WITHIN (5) DAYS AFTER CONTRACT HAS BEEN AWARDED. OTHERWISE (g) ING DUIRED 631 3231426 CONTRACTOR WILL BE HELD RESPONSIBLE FOR SAME. DEPTH(b) TEMP. (f) info@studioabarchitects.com 2. CONTRACTOR AND/OR SUBCONTRACTORS SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK 45lbs 120 C SEVERE 3'-0" MODERATE SLIGHT TO 11 YES N/A DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSES, DISTORTIONS AND MISALIGNMENT ACCORDING TO ALL TO HEAVY MODERATE APPLICABLE CODES, STANDARDS,AND GOOD CONSTRUCTION PRACTICES. Owner: 3.ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED IN THE WORK SHALL BE IN STRICT ACCORDANCE WITH THE LATEST DESIGN LOADS Tamara H ubinsky & Adam EDITION OF A.S.T.M. SPECIFICATIONS WHERE APPLICABLE AND SHALL CONFORM TO THE STANDARDS AND RECOMMENDATIONS OF THE VARIOUS TIRADE INSTITUTES (A.C.I.,A.I.S.C., S.J.I., ETC.)ARE APPLICABLE. ALL MATERIALS USED IN CONNECTION WITH LOCATION LIVE DEAD DEFLECTION LIMIT Bremner THIS PROJECT MUST BE NEW MATERIALS UNLESS OTHERWISE STATED. SLEEPING 40LBS 10LBS L/360 4.ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR TO CONSTRUCTION AND PRIOR TO ORDERING ROOM OTHER THAN SLEEPING 30LBS 10LBS L/360 Phone Robinson Lane, Peconic, New York 11958 Phone 646.249.9071 MATERIALS. ATTIC(NON STORAGE) 10LBS 5LBS L/240 e-mail t.hubinsky@gmail.com 5. CONSTRUCTION TO CONFORM TO NYS BUILDING CODE, RESIDENTIAL CODE, ENERGY CONSERVATION CODE, FIRE CODE, ATTIC(STORAGE) 20LBS 10LBS L/240 PROPERTY MAINTENANCE CODE,PLUMBING CODE, MECHANICAL CODE, FUEL GAS CODE,TOWN OF SOUTHOLD CODE,AND ALL ROOF W/FIN. CEILING 20LBS (SNOW) 15LBS L/240 OTHER CODES AND REGULATIONS HAVING JURISDICTION. ROOF NO FIN. CEILING 20LBS (SNOW) 7LBS L/180 SNOW LOADS HAVE BEEN ADJUSTED TO REFLECT THE SLIDEOFF FACTOR, AS A FUNCTION OF ROOF PITCH. 6. THESE PLANS ARE DESIGNED TO MEET OR EXCEED THE REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE. WHEN RAFTER SIZES MAY HAVE TO BE INCREASED TO ACCOMMODATE HIGHER SNOW LOADS. BUILDING IN ANY JURISDICTION, EITHER INSIDE OR OUTSIDE THE CODE,VARIATIONS MAY BE REQUIRED. IT IS THE RESPONSIBILITY OF THE PLAN PURCHASER OR BUILDER TO VERIFY SUCH REQUIREMENTS WITH THE LOCAL CODE OR WIND BORNE DEBRIS PROTECTION ENFORCEMENT OFFICER AND TO AMEND THE PROPOSED CONSTRUCTION AS SO REQUIRED. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"AND A MAXIMUM SPAN OF 8 FEET SHALL BE PERMITTED, 7. CONTRACTOR SHALL LOCATE AND IDENTIFY ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION. CONTACT ALL UTILITY PANELS TO BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. COMPANIES IF RELOCATION IS REQUIRED AND/OR REPAIRS. FASTENER SPACING 8.THROUGH 11. (MOT USED) FASTENER TYPE PANEL SPAN 4 FOOT 6 FOOT 12.ASSUMED SOIL TO BE SAND OR GRAVEL,WITH MINIMUM TRACES OF DRY CLAY, WITH A MINIMUM BEARING CAPACITY OF 2 <4 FOOT < PANEL SPAN < PANEL SPAN TONS/SQ. FT. <6 FOOT <8 FOOT 13. CONCRETE TO BE PLAIN, UNREINFORCED, MINIMUM 2500 PSI,28 DAY SOIL TEST, PREDICATED ON THE ABOVE SOIL 2 1/2"#6 WOOD SCREWS 16" 12" 9" CONSUMPTION. IF OTHER SOILS ARE ENCOUNTERED, LOWER BEARING VALUES ARE TO BE ASSUMED AND THE FOUNDATION 2 1/2"#8 WOOD SCREWS 16" 16" 12" MUST BE REDESIGNED. INDIVIDUAL SITE CONDITIONS MAY ALSO REQUIRE SPECIAL FOUNDATION DESIGN,WHICH IS THE a. THIS TABLE IS BASED ON 120 MPH WIND SPEED AND A 33-FOOT MEAN ROOF HEIGHT. RESPONSIBILITY OF THE PLAN PURCHASER OR BUILDER. b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL c. NAILS SHALL BE 10d COMMON OR 12d BOX NAILS 14. STRUCTURAL STEEL TO BE ASTM A36. DETAILED, FABRICATED AND ERECTED PER AISC. d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO,THEY SHALL BE ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE WITHDRAWAL CAPACITY OF 490 POUNDS. 15.ALL WOOD FRAMING, INCLUDING JOISTS, BEAMS, POSTS, STUDS, ETC., TO BE DOUGLAS FIR LARCH NO.2 OR BETTER(UNLESS e. WHERE MULTIPLE PANELS ARE NEEDED, USE 2X4 ALONG THE PANEL JOINT NOTED OTHERWISE) Lumber Design Criteria Visually graded lumber Douglas Fir Larch (#2 Surfaced Dry or Green @ 19% maximum moisture content) NAILING SCHEDULE All values and factors are from the National Design Specifications for AS PER AMERICAN WOOD COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL FOR 1 &2 FAMILY DWELLINGS Wood Construction NDS-2001. JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING Extreme Fiber Stress in Bending (Fb) ROOF FRAMING Single Members Repetitive use Factor Bending Stress RAFTER TO TOP PLATE (TOE-NAILED) 3-10d PER RAFTER Member Fb(psi) Cf Fb(psi) Cr Fb(psi) 2x6 850 x 1.30= 1105 x 1.15= 1271 CEILING JOIST TO TOP PLATE (TOE-NAILED) 3-10d PER JOIST 2x8 850 x 1.20= 1020 x 1.15= 1173 CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 4-16d EACH LAP 2x10 850 x 1.10= 935 x 1.15= 1075 CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) 4-16d EACH LAP x12 50 x .00=850 x 1.15=978 COLLAR TIE TO RAFTER(FACE-NAILED) 3-8d PER TIE No. Description Date Horizontal Shear Stress =Fv x CH = 190 psi BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END Modulus of Elasticity = 1.60E+06 psi RIM BOARD TO RAFTER(END-NAILED) 2-16d EACH END 16.ALL LAMINATED VENEER LUMBER(LVL)SHALL MEET THE AMERICAN PLYWOOD ASSOCIATION (APA) ENGINEERED WOOD SYSTEM WALL FRAMING (EWS)STANDARD PRL-501 WITH A STRESS CLASS OF 1.8E-2600F. TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d* PER FOOT 17.ALL PLYWOOD USED STRUCTURALLY SHALL MEET THE PERFORMANCE STANDARDS AND ALL OTHER REQUIREMENTS OF TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d JOINTS -EACH SIDE APPLICABLE U.S. COMMERCIAL STANDARDS FOR THE TYPE, GRADE AND SPECIES OF PLYWOOD AND SHALL BE SO IDENTIFIED BY STUD TO STUD(FACE-NAILED) 2-16d 24"O.C. AN APPROVED TESTING AGENCY. HEADER TO HEADER(FACE-NAILED) 16d 16"O.C. ALONG EDGES BOTTOM PLATE TO FLOOR JOIST,BANDJOIST,ENDJOIST, OR BLOCKING 2-16d PER STUD 18.ALL WALL SHEATHING SHALL BE APA RATED STRUCTURAL PANELS CONFORMING TO PRODUCT STANDARD PSI WITH A MINIMUM (FACE-NAILED) THICKNESS OF 15/32".THE PANELS SHALL BE APPLIED WITH THE LONG DIMENSION ACROSS THE STUDS. BOTTOM PLATE TO FLOOR JOIST,BANDJOIST,ENDJOIST, OR BLOCKING(FACE- 2-16d" PER FOOT 19.ALL FLOOR AND ROOF SHEATHING SHALL BE APA RATED STRUCTURAL PANELS CONFORMING TO PRODUCT STANDARD PSI NAILED) WITH A SPAN RATING CONSISTENT WITH ITS INTENDED USE AND A MINIMUM THICKNESS OF 15/32"(19/32"FOR FLOOR SHEATHING). FLOOR FRAMING 20. THROUGH 30. (NOT USED) JOIST TO SILL, TOP PLATE OR GIRDER(TOE-NAILED) 4-10d PER JOIST BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END 31. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO EXISTING CONDITIONS. BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END 32.ALL FOOTINGS TO REST ON VIRGIN, UNDISTURBED SOIL. BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16d EACH BLOCK LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d EACH JOIST 33. FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON VIRGIN SOIL AT MINIMUM BEARING CAPACITY OF 2 TONS PER SQUARE JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d PER JOIST FOOT WITH A MINIMUM OF 3'-0"COVER. BAND JOIST TO JOIST(END-NAILED) 3-16d PER JOIST 34. PIER FOOTINGS SHALL EXTEND 6" FROM FOUNDATION ON ALL SIDES AND SHALL BE 12"THICK. BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d* PER FOOT 35.ALL EXTERIOR FRAMING,AND INTERIOR FRAMING DIRECTLY CONTACT TO CONCRETE OR MASONRY, SHALL BE ACQ TREATED ROOF SHEATHING LUMBER. FASTENERS TO USE WITH THE TREATED LUMBER SHALL BE STAINLESS STEEL, OR OTHER APPLICABLE MATERIAL. STRUCTURAL PANELS 10d 6"'EDGE/6"FIELD 36.ALL HEADERS TO BE AS PER SCHEDULE ON THIS SHEET, UNLESS OTHERWISE STATED. 2-8d PER SUPPORT 37. ALL HEADERS TO BE SUPPORTED BY DOUBLE STUDS(TYP), UNLESS OTHERWISE STATED. 3-8d PER SUPPORT 38. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS AND UNDER ALL POSTS AND PARTITIONS WALL SHEATHING RUNNING PARALLEL TO SAME. STRUCTURAL PANELS 10d 3" EDGE/12" FIELD 39. BRIDGING TO BE EITHER SOLID, 1"X 3"OR 18 GA. CROSS BRIDGING, MIN 8'_011 O.C. GYPSUM WALLBOARD 5d coolers 7" EDGE/10" FIELD 40.ALL STRUCTURAL WOOD SHALL BE KEPT 2"BACK FROM CHIMNEYS. CEILING SHEATHING E 41. JOISTS HANGERS, ETC. TO BE"SIMPSON STRONG TIE"OR APPROVED EQUAL FOR FLUSH STRUCTURAL CONNECTIONS. GYPSUM WALLBOARD 5d coolers 7" DGE/10" FIELD pR oX, 42. FIRE BLOCKING TO CODE R602.8. �� FLOOR SHEATHING 5 STRUCTURAL PANELS 43. INSTALL WALL TO FLOOR AND WALL TO WALL CONNECTION STRAPPINGS ON THE EXISTING SHEATHING AT EVERY STUDS, 1"OR LESS 8d 6" EDGE/12"FIELD WHEREVER ACCESSIBLE. GREATER THAN 1" 10d 6" EDGE/6"FIELD 44. INSTALL HURRICANE TIES AT EVERY RAFTERS, IF NOT EXISTING * NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"O.C..AT PANEL EDGE. IF WALL SHEATHING IS NAILED 01,- 3"O.C..AT PANEL EDGEROOMS OTHER THAN SLEEPING TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH ^ WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. WALL OPENING MEMBER SCHEDULE PROJECT: ROUGH OPENING HEADER HEADER TO NUMBER OF SILL SILL TO WALL H u b i n s ky/B re m n e r SPAN WALL JACK STUDS CONNECTION CONNECTION 8'>=W>6' (2)-2X12 OR 8-16d END-NAILED (1)-2X6 (2)-2X6 (3)-16d Residence (2)-MICRO 13/4"X 9 TOE-NAILED 1/4"OR LARGER 6'>=W>4' ((2)-2X10 OR 6-16d END-NAILED (1)-2X6 (2)-2X6 (3)- 16d LARGER TOE-NAILED Structural Notes 4'>=W (2)-2X8 OR LARGER 4-16d (1)-2X6 (2)-2X6 (2)-16d TOE-NAILED UPLIFT CALCULATION, DUAL SLOPE ROOF Tu =Wuplift x(16/12) x L/2=36 psf x(16/12) (17.25 ft)/2=4,4 INSTALL SIMPSON H1 HURRICANE TIE AT EACH RAFTER END. LATERAL LOAD CALCULATION, FOUNDATION HOLDOWN Project number 1303 HOLDOWN FORCE=VxH =6347 Date 10/13/13 INSTALL SIMPSON HD10A HOLDOWN AT END OF SHEAR WALL Drawn by HA a LATERAL LOAD CALCULATION, FLOOR TO FLOOR CONNECTION Checked by GB � HOLDOWN FORCE=VxH=3986 N co INSTALL SIMPSON FTA5 FLOOR TIE ANCHOR AT END OF EACH S - 01 N SECOND FLOOR SHEARWALL. M Scale 1/4" = 1'-0" studio a/b architects 651 West Main Street, Riverhead, NY 11901 631 591 2402 631 3231426 info@studioabarchitects.com Owner: Tamara Hubinsky & Adam Bremner 1350 Robinson Lane, Peconic, New York 11958 Phone 646.249.9071 e-mail t.hubinsky@gmail.com SIMPSON CS200 @ EVERY STUD WASHERS SIMPSON LTS MUST BE OR MTS INSTALLED SIMPSON H1 @ EVERY STUD BETWEEN WASHER @EVERYISTUD SIMPSON H6 BOLT HEADS MUST BE @EVERY STUD OR NUTS AND WOOD HERE INSTALLED SIMPSON SP4 SIMPSON LTS @EVERY STUD SIMPSON l_TS @EVERY STUD SIMPSON HTS16 TWIST STRAPS @EVERY STUD SIMPSON SP1 COMPLIES WITH TABLE 3.313 @EVERY STUD WFCM-1995 (16) 10D NAILS REQ'D SIMPSON H10 SIMPSON H2 @EVERY STUD (6) 12"SIMPSON CS20 TIES COMPLIES WITH TABLE 3.3B, @EVERY STUD SIMPSON H7 WFCM-1995 H @EVERY STUD SIMPSON H7 ` @EVERY STUD SIMPSON H4 ;\ % @EVERY STUD SIMPSON*35FSIMPSON STRONG TIE @EVERY HEADER TO JACK POST so J STUD SPACING SAME AS TRUSS/RAFTER SPACING STUD SPACING DIFFERENT FROM TRUSS/RAFTER SPACING (NTS.) CONNECTION DETAIL i' (NTS.) (NTS.) (NTS.) HiDm 9son Strong-Tie r 1 Typical Wall to Roof Connections nTypical Wall to Floor Connections n Typical Wall Opening Connections Typical Holdown Detail NOT TO SCALE NOT TO SCALE NOT TO SCALE T NOT TO SCALE 1 1/2" No. Description Date o I ° 09 I , o e o � \ 0 Simpson Strong-Tie 200 AC4 ° 2-1/2" BOLTS Simpson Strong-Tie TYPICAL BC INSTALLATION TYPICAL AC INSTALLATION TYPICAL BOLTS CONNECTION ABU44 (NTS.) TYPICAL ABU INSTALLATION (NTS.) n Typical Post Girder Connections 6 T ical Post Base NOT TO SCALE NOT TO SCALE :�.o AR TERMITE SHIELD 5/8' DIA.ANCHOR BOLT@ 48O.C. MAX." TERMITE SHIELD TERMITE SHIELD TERMITE SHIELD 7" MIN. INTO CONC. OR 15"MIN. INTO FULLY GROUTED CELLS 5/8" DIA.ANCHOR BOLT @ 48"O.C. max. 5/8" DIA.ANCHOR BOLT @ 48"O.C. max. NOT MORE THAN 12"FROM CORNERS7"MIN. INTO CONC. 7" MIN. INTO CONC. , 5/8" DIA.ANCHOR BOLT @ 48" O.C. max. NOT MORE THAN 12" FROM CORNERS,TYP. NOT MORE THAN 12"FROM CORNERS, TYP. 0I. 4X4 OR 6X6 7" MIN. INTO CONC. TYP. ACQ OR CEDAR NOT MORE THAN 12" FROM CORNERS, Z 244 REBAR @ 8"O.C. IN GROUTED CELLS,TYP. 244 REBAR @ 8"O.C. TYP. 2 244 REBAR @ 8"O.C. IN FULLY GROUTED CELLS, 00 IN FULLY GROUTED CELLS, 4"CONCRETE SLAB TYP. �,P ON 2" RIGID INSULATION 244 REBAR @ 8"O.C. IN GROUTED CELLS, TYP. ON 6 MIL POLYETHYLENE DAMPPROOFING z_ FULLY GROUTED CMU FOUNDATION WALL COLUMN BASE FULLY GROUTED CMU FOUNDATION WALL ON UNDISTURBED OR COMPACTED SOIL 00 74 - - WATER PROOFING,TYP. 6X6 WWF �— 6X6 WWF PROJECT: III—III III I WATER PROOFING,TYP. _ 244 REBAR @12"O.C. CONT. TYP. (° — C° _-4"CONCRETE SLAB 24 REBAR @12"O.C. CONT.TYP. °" : 11 , t-1 ON 2"RIGID INSULATION H u b i n s ky/B re m n e r 0 2"RAT SLAB - 77T 77 1 _, ON 6 MIL POLYETHYLENE DAMPPROOFING 2"RAT SLAB ON 6 MIL POLYETHYLENE DAMPPROOFING �,� ON 6 MIL POLYETHYLENE III—III III—III —2" RIGID INSULATION I— —III—III III—III 1 � �-ON UNDISTURBED OR COMPACTED SOIL CONCRETE CYLINDRICAL DAMPPROOFING Z ? Residence FOUNDATION z WATER PROOFING,TYP. 2 RIGID INSULATION z z o o WATER PROOFING,TYP. a �, 244 REBAR @12"O.C. CONT. TYP. M 2#4 REBAR @12"O.C. CONT.TYP. co - - 2" MIN. z z 2" MIN. 0 -8„ 2"MIN. DRAIN TILE, TYP. - < . < • Typical Structura 2' MIN 0 8 12"MIN. FOR 1 STORY BLDG 2"MIN. 0 -8„ 2" MIN. 2" MIN. 0 8„ 2" MIN. 10" DIA. 1'-0"MIN. FOR 1 STORY BLDG Details 12"MIN. FOR 1 STORY BLDG 12" MIN. FOR 1 STORY BLDG DRAIN TILE,TYP. DRAIN TILE, TYP. DRAIN TILE, TYP. Project number 1303 n Typical Column Foundation Typical Crawl Space Foundation n Alternative Crawl Space Foundation n Typical Foundation for Concrete Slab n Alternativel Foundation for Concrete Slab NOT TO SCALE U NOT TO SCALE NOT TO SCALE �" NOT TO SCALE NOT TO SCALE Date 10/13/13 Drawn by HA Checked by GB S . 0 i Scale As indica' studio a/b architects A B B.7 C D 651 West Main Street, Riverhead, NY 11901 631 591 2402 631 3231426 4X4 CEDAR POST ABOVE NEW CRAWL SPACE FOUNDATION info@studioabarchitects.com 10"DIA. CONCRETE PILE Owner: Tamara Hubinsky & Adam g - - - - - - - - - - - - - M - - Bremner i * + 1350 Robinson Lane, Peconic, New York 11958 Phone 646.249.9071 e-mail t.hubinsky@gmail.com HOLDOWN,TYP;' I 0'-47/8" - NEW CRAWL SPACE FOUNDATION — ANCHOR BOLT, TYP. NEW CRAWL SPACE I NJ 1....... _._-_ __-- , _Z' ` I :NEW CRAWL SPACE oo ........._..... ..I_............................"._..""..."".."."_.."..y..._____.....___..................... ..,_..........._..........a._._.._.................."................�-..i -•, •, ' ,- , - - - - ' - ,_ - , ry = = ; i - _ , , - _ - , , ' I 4 - - - - - - 24"X 24"X 12"FOOTING, TYP. , 2, 2 0„ ......_.._.._._.._.,...._.......___,if ....................... : .:: :. _..._............:... •i,_",�..iii'j3`i ... mw ....._.._......._"...-.:._�.—.._...._ .. iE n _ r . , -ii II co , No. �.TDetearsc, rip�t,}i`o.Pn- n�r y Date L __ CD co 6X6 ACQ POST \x/ 10" DIA. CONCRETE PILE 00, "fW)X12"(D)CONCRETE FOOTING 24"(L)X24 8'-101/4 __: �.............-_„_._._.............................._._ ...._._- ____....... _ ....._............ . :.............................._ :..: ._..................:.:.. .. ... . I PROJECT: Hubinsky/Bremner n Layout Residence Foundation Layout Project number 1303 Date 10/13/13 Foundation La out Drawn by HA /4 = 1 -0 0 Checked by GB °a6? /j NNS . 03 Cl)Ji 0 r Scale 1/41' = 1'-0" A.09 studio a/b architects A 1 B 1 B.7 D 651 West Main Street, A.07 A.08 Riverhead, NY 11901 631 591 2402 631 3231426 info@studioabarchitects.com I I I I I Owner: i Tamara Hubinsky & Adam g Bremner 1350 Robinson Lane, Peconic, New York 11958 Phone 646.249.9071 e-mail t.hubinsky@gmail.com @1 , OC NEW 2X6 BRIDGING EW X10 1sT I I @24"O.C.I i FOR SUPPORTING ADDITIONAL SHEATHING UNDER THE EXISTING 5 — M.«. .. r e 4 � 3 s : W2 123 SSTs N EXISTING JOISTS £ ASSUMED 2X12 @ I I f 16"O.C. EXISTING JOISTS @16"O.C. 3 2-2X8 ACO s m PARTITION LOW - BOTTOM ALIGNED W/JOISTS SLI x12 BELOW NEW SLIDING DOORS 5 No. Description Date C . A.15 O. a@ I P @ I I I o � I OP. 6 EXISTING 6X8 EXISTING JOISTS TIMBER GIRDER ASSUMED 2X12 @16" C EXISTING 4X6 2-2X8 ACQ I ! TIMBER SUB BOTTOM ALIGNED W/JOISTS GIRDER,TYP. r EXISTING STEEL GIRDER t .M EXISTING JOISTS ASSUMED 2X12 _ @16"O.C. 3 e S r 2) .... f { NEW 4x4 LUMBER OR LSL OR PSL COLUMN I I ABOVE t i F � i z @ I EXISTING JOISTS f -•...` ' ASSUMED 2X12 ?�n AR @16"O.C. CD VON a ll3fff ;` 7K ZOO `. < cn I I .•x� I I I PROJECT: Hubinsky/Bremner Residence I I I I `• . .- I 1 FL Decking Y Layout I I I I I l,J I I I I / 1 Project number 1303 Date 10/13/13 Drawn by HA a Checked by G130 1 First Floor Framing Layout 00 114" = 1'-0" S 04 � co N co r Scale 1/4" = 1'-0" o studio a/b architects 651 West Main Street, Riverhead, NY 11901 631 5912402 631 3231426 info@studioabarchitects.com 1 1 2 3 A/ Owner: A A.07 B A08 B.7 A.13 A.13 C A.09 D Tamara Hubinsky & Adam Bremner 1350 Robinson Lane, Peconic, New York 11958 Phone 646.249.9071 e-mail t.hubinsky@gmail.com 4 CEDAR2X8 . . .......... . .. ................................................ ..... . ............... 4X4 CEDAR COLUMN BELOW z 0 0 0, Ch > 0 co @ X LL Cb 0 CV 0 U o zLIJ 7 ............ ........... ............. —-------------- ........... ......* ................... ­­..................... ....................... ........... ------------_-—----__ ..................... O.C. RAFTERS 616"O.C. EXISTING 2X6 RAFTERS @16' EXISTING 2X6 II0 6 @ r7 7y,6 G JC A.15 A.15 a\\-, 4 04 No. Description Date no Z CO P:ui (2)-2X6 HEADER U)(D 57< Z— NEW GIRDER (2)-2X8 HEADER 2X4 RIM JOIST (3)-LVL 1 3/4"X 9 1/4" @CEILING JOISTS LEVEL BOTTOM ALIGNED TO (2)-2X6 GIRDER CEILING JOISTS 3 5 Ex STING MASONRY CHIMNEY 0 D EXISTING 2X8 RIDGE BOAR i i ............. .........­ UJ F- LL (D C14 (14 (9 U) (2)-2X6 HEADER z cl� LU >< U) b LL LL1 <Zo Lu X (2)-2X8 HEADER BOTTOM ALIGNED TO CEILING JOISTS W 00 X N .......... ............... ................ ...................... Z 11 1/4" LVL (2 -1 314"X U) r) A 9� 57<0 CONTINUOUS HEADER Ill M LIGHT EXISTING SKY < EXISTING 2X6 RAFTERS 016"O.C. < of- U) Lu LL <0 (14 z (D z PROJECT: L-u b LL U)Lu 57< 5 7< <=(0 Lu C/) Hubinsky/Bremner .... ...... ................. .................... ............ ..................... .............. Residence EXISTING 2X8 HIP RAFTER — (2)-1 3/4"x 5 1/2"LVL HEADER ............................................................................................. ...................... .......... ............. Roof Decking Layout 0 Roof Framing Layout Project number 1303 )_ 1/411 11-011 Date 10/13/13 Drawn by HA CL Checked by GB �'? 00 Cq co C) /2y-3 S . 05 cli co Scale 1/411 = 1'-0" P.1 P.2 HOLDOWN,TYP. P.3 P.1 P.2 P.3 studio a/b architects 12'-0" 24'-6" 651 West Main Street, Riverhead, NY 11901 631 3231426 d ° a _ info@studioabarchitects.com d • 47- a :G' 'Q d , y d aA, no- = =, Owner: 2X4 ACQ d °d- ° _ ° q ° d'"° NAILER SILL, - '� • °d: d Tamara Hubinsky & Adam - •' e d tlA4"CONCRETE SLAB TYP.I d - .. . e de - : , a Bremner a .q 6X6 WWF, °" ON 2"RIGID INSULATION d e 1350 Robinson La ne, Peconic, New York 11958'.ODAMPPROOFING _ Phone 646.249.9071 1 _ d'< 9' °b .d- a e-mail t.hubinskY@9mail.com d` A° L LOl - da e0 F , ,I ° a " ° ANCHOR e p BOLT, e .` 4. ,'d• 0.q e • a8,- -d,a° _ 'a. - - 4 ••d 'de' ,d°^ d v e+ d - d-• -' -• -, a a' ,dr ,, b7 -4 4 '- - -;9 ' ,° -,° •• ° •d.a ° t 2X4 ACQ NAILER SILL, TYP. - - ° d Cl) TOP LOWERED FOR DOOR/WINDOW INSTALLATION ° , d ;Q ° �_ ff; •` ,.a- " 0 24'-6" ' , -LOWERED SLAB FOR FLUSH SHOWER PAN001 44 'A •_ - G e ' e ' 11/4" PER 12" I d d d Q °' a d. a :, e 1/4" PER 12" ed d, a 4- n ^P.B IIpIIIII III iIIII..rlII „ .:._......... i.o . ... . . ii ..._........ n - as�=e•` ° :°- ,- d'-e-b • d°•'.' .9d -•--pde°:.tr-eeQ-_a-. v-' =a.,P _°v_.d•.da-d.' a-,d da°'.-qd•.:d: se�-, erad a°-°;d. d a-a a _ a 4. 4"CONCRETE SLAB_ ' W/6X6 WWF:d 44 10 � d_ °'414X4 CEDAR COLUMN,, ABOV ,10"CONCRETE PILE,TYP. TYP. d . Ge M 6 e - a •A .- ° a° d_ , °d ° d ' , _d v, CONTROL JOINT SAW CUT,TYP. Description'!,e +�1 . DateNo. e , d , . , n ad e d. - °• e d dad ed ° ,d 5'-7 3/4" 14'-8 1/2" 1• 1 d, Fodation Layout 1/41' = 1'-011 P.1 P.2 P.3 I @24O @24O-C- M C mP./ _ O .................... ............... ............. ............. .......... PROJECT: Hubinsky/Bremner Residence lb 41T o� Pool House Structural � Layouts Project number 1303 Date 10/13/13 Drawn by HA Checked by GB aNM(2)-2X10 CEDAR GIRDER d First FloorSlab Layout = 101 4 BELOW PERGOLA BEAM LEVELco N Roof DeckingLayout PH—S . 01 1 A = 1'-0" M3 Scale 1/411 = 1'-011 o studio a/b architects 651 West Main Street, Riverhead, NY 11901 631 591 2402 631 323 1426 A B .7 C D info@studioabarchitects.com s i Owner: NEW RADIATOR Tamara Hubinsky & Adam Bremner 1350 Robinson Lane, Peconic, New York 11958 Phone 646.249.9071 e-mail t.hubinsky@gmail.com : r NEW RADIATOR tj to i p S? wf No. Description Date 3 ...... ........ i EXISTING RADIATOR --- ----� TO BE RELOCATED AS REQUIRED,TYP. I I I I � I ... ` .._ ........ ....... .... ..o Awa..,. ....................... , f ' a i L I I I I LJ a I , MECHANICAL NOTES,HIviATTIC 1. DRAWINGS ARE DIAGRAMMATIC AND SHALL BE USED IN LAYOUT OF WORK. DO NOT SCALE THE ___ _ REAkrtAIDRAWINGS.t uu�i vvurcrt FOR 2''ECOORDINATE THE WORK WITH THE REQUIREMENTS OF ARCHITECTURAL DRAWINGS FOR DIMENSIONS, �= LOCATIONS AND 2 CLEARANCES. MAINTAIN MAXIMUM HEADROOM AND SPACE CONDITIONS. WHERE ARCHITECT SHALL BE NOTIFIED BEFORE APPEAR INADEQUATE,'Y�' • M,� • HEADROOM OR SPACE CONDITIONS E PROCEEDING WITH INSTALLATION. " 3. IF DIRECTED BY THE ARCHITECT, MAKE MINOR MODIFICATIONS IN THE LAYOUT AS NEEDEEPREVENT I # CONFLICT WITH WORK OF OTHER TRADES OR FOR PROPER EXECUTION OF THE WORK. EXISTING RADIATOR 4. ALL WORK SHALL MEET OR EXCEED LATEST CODES AND REQUIREMENTS OF NATIONAL, STATE, COUNTY, TO BE RELOCATED AS MUNICIPAL AND OTHER AUTHORITIES EXERCISING JURISDICTION OF THE WORK OF THIS PROJECT;ANY REQUIRED,TYP. PORTION OF THE WORK WHICH IS NOT SUBJECT TO APPROVAL OF AN AUTHORITY HAVING JURISDICTION SHALL BE PROVIDED IN ACCORDANCE WITH NATIONAL FIRE PROTECTION ASSOCIATION REQUIREMENTS; COMPLY WITH APPLICABLE UTILITY COMPANY RULES AND REGULATIONS; COMPLY WITH OCCUPATIONAL - SAFETY AND HEALTH ACT(OSHA) REQUIREMENTS. 5. ALL WORK TO COMPLY WITH ENERGY STAR RATED HOMES. � R"�Y/ 6. SECURE PERMITS AND INSPECTION CERTIFICATES AND TRANSMIT SAME TO THE OWNER AT THE � � COMPLETION OF THE WORK. O�`f 7. CLOSELY SCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE PROPER TIME .# 8. THE CONTRACTOR SHALL SCHEDULE CONNECTION TO EXISTING SYSTEMS AT A TIME THAT WILL BE �" 7-;, •�':�.,'r+, CONVENIENT FOR THE OWNER AND CAUSE MINIMUM DISRUPTION TO ALL PARTIES INVOLVED. ? �,p'"•`°"' `` 9. CONTRACTOR MUST COORDINATE WORK WITH OTHER CONTRACTORS TO COMPLETE WORK. 10. WHERE THE WORK WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES OR { = WHERE THERE IS EVIDENCE THAT THE WORK WILL INTERFERE WITH THE WORK OF OTHER TRADES, ARRANGE SPACE CONDITIONS TO MAKE A SATISFACTORY ADJUSTMENT. IF WORK IS INSTALLED BEFORE ";;p _ Y ra<„�' =° • ° COORDINATING WITH OTHER TRADES, MAKE NECESSARY CHANGES TO THE WORK TO CORRECT THE CONDITION WITHOUT ADDITIONAL COST TO THE OWNER. 11. HVAC CONTRACTOR TO INFORM PLUMBER OF ALL NEEDS RE: SYSTEM ' 12. HVAC CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL TERMINAL POINT TO TERMINAL POINT, V COORDINATED AND INTEGRATED WIRING DIAGRAMS FOR ALL WIRING REQUIRING FIELD INSTALLATIONS BY i THE ELECTRICAL CONTRACTOR. 13. THE CONTRACTOR SHALL VISIT THE PREMISES TO DETERMINE EXISTING CONDITIONS AND COMPARE SAME WITH DRAWINGS AND SPECIFICATIONS AND SATISFY HIMSELF OF ALL CONDITIONS PRIOR TO THE SUBMISSION OF A BID PROPOSAL. PROJECT: �+ 14. HVAC CONTRACTOR SHALL PROPOSE REARRANGEMENT OF EXISTING AIR CONDITIONING SYSTEM: H u b n S /Bre 1 I m 1 n e r (1) EVALUATION OF EXISTING SYSTEM CAPACITY FOR THE NEW SOLUTION Y (2) RELOCATION AND ADDITION OF DUCTS AND GRILLS,AS REQUIRED \ 15. HVAC CONTRACTOR SHALL PROPOSE REARRANGEMENT OF EXISTING HEATING SYSTEM _...... ALL EXISTING HVAC SYSTEM SHALL BE REARRANGED Residence IN THE NEW KITCHEN .. . _............... . EVALUATION F EXISTING SYSTEM CAPACITY FOR THE NEW SOLUTION (2) RELOCATION AND ADDITION OF PIPES AND RADIATORS 16. PROVIDE ALL COMPONENTS SO THAT SYSTEM IS FULLY OPERATIONAL AND BALANCED. 17. PROVIDE ALL DRILLING, PATCHING, REPAIRS NECESSARY TO COMPLETE WORK AND LEAVE IN SAME CONDITION. 18. SITE TO BE CLEANED AND DEBRIS REMOVED AT END OF EACH DAY. 19. ALL REMOVED EQUIPMENT AND MATERIAL SHALL BE REMOVED FROM THE PROJECT SITE, OR TOA LOCATION HVAC Layouts {` I 20. OSTRUCTURAL ELEMENT IS TO BE CUT OR DRILLED WITHOUT THE ARCHITECT'S APPROVAL. 21. PROVIDE FIRESTOPPING AND FOAM INSULATION AT PENETRATIONS 22. ALL SUPPLY REGISTERS TO BE TWO-DIRECTIONAL WITH MANUAL LOUVER 23. ALL DUCTS TO HAVE JOINTS SEALED WITH MASTIC 24. ALL DUCTS TO BE INSULATED 25. ALL EQUIPMENT SHALL BE LABELED WITH SYSTEMS SERVICE;ALL PIPING SYSTEMS SHALL BE IDENTIFIED AS TO THEIR CONTENTS AND DIRECTION OF FLOW; ALL VALVES SHALL BE TAGGED WITH TAGS AND VALVES CHART SCHEDULE FRAMED AND WALL MOUNTED WHERE DIRECTED. Project number 1303 26. PROVIDE OPERATION AND MAINTENANCE MANUALS FOR ALL EQUIPMENT. PERFORM A LESSON/LABELING SESSION WITH OWNER FOR OPERATION OF THE INSTALLED EQUIPMENT, SYSTEAND Date 10/13/13 CONTROLS. 27. ALL EQUIPMENT SHALL HAVE 30”OF WORKING SPACE AND CLEARANCES IN COMPLIANCE W/CODES. Drawn by HA 2 28. ALL EQUIPMENT SHALL BE RAISED A MIN. OF 8"ABOVE SLAB ON PAD OR BLOCK PLATFORM. 13- 29. 5/8"GWB X RATED TO BE INSTALLED OVER ALL EQUIPMENT IN BASEMENT. Checked by GB ch 0 n First Floor HVAC Layout M COCD M - 01 M r Scale As indicated studio a/b architects EXISTING OR NEW 1-1/2"VENT PLUMBING NOTES: 651 West Main Street, Riverhead, NY 11901 -----� 1. DRAWINGS ARE DIAGRAMMATIC AND SHALL BE USED IN LAYOUT OF WORK. DO NOT SCALE THE 6315912402 .44 �-•; t,I,.V a ' DRAWINGS. 631 3231426 2. LOCATION OF EXISTING WATER LINES ARE ASSUMED. PRIOR TO BID, CONTRACTOR SHALL VISIT THE info@studioabarchitects.com j PREMISES TO VERIFY EXISTING SYSTEMS. ' 3. COORDINATE THE WORK WITH THE REQUIREMENTS OF ARCHITECTURAL DRAWINGS FOR DIMENSIONS, LOCATIONS AND CLEARANCES. MAINTAIN MAXIMUM HEADROOM AND SPACE CONDITIONS. WHERE HEADROOM OR SPACE CONDITIONS APPEAR INADEQUATE,ARCHITECT SHALL BE NOTIFIED BEFORE ak+-- --- - I Owner: s PROCEEDING WITH INSTALLATION. 4. IF DIRECTED BY THE ARCHITECT, MAKE MINOR MODIFICATIONS IN THE LAYOUT AS NEEDED TO PREVENT Tamara Hubinsky & Adam Z r € CONFLICT WITH WORK OF OTHER TRADES OR FOR PROPER EXECUTION OF THE WORK. 5. ALL WORK SHALL MEET OR EXCEED LATEST REQUIREMENT OF NATIONAL, STATE, COUNTY, MUNICIPAL Bremner AND OTHER AUTHORITIES EXERCISING JURISDICTION OF THE WORK OF THIS PROJECT;ANY PORTION OF THE WORK WHICH IS NOT SUBJECT TO APPROVAL OF AN AUTHORITY HAVING JURISDICTION SHALL BE 1350 Robinson Lane, Peconic, New York 11958 –t+-- --j PROVIDED IN ACCORDANCE WITH NATIONAL FIRE PROTECTION ASSOCIATION REQUIREMENTS; COMPLY Phone 646.249.9071 ' I I WITH APPLICABLE UTILITY COMPANY RULES AND REGULATIONS; COMPLY WITHOCCUPATIONAL SAFETY e-mail t.hubinsky@gmail.com AND HEALTH ACT(OSHA)REQUIREMENTS. 6. SECURE PERMITS AND INSPECTION CERTIFICATES AND TRANSMIT SAME TO THE OWNER AT THE COMPLETION OF THE WORK. ...._.._, _ 17 INSTALLED AT THE PROPER TIME WITHOUT Ia I CLOSELY SCHEDULE THE WORK SO THAT WORK WILL BE • .��.-�, <- '• - - • – --- rc..- ��„ - - .......... --�-• DELAYING THE COMPLETION OF THE ENTIRE PROJECT. C I f�"—"—'—"�''G" 8. WHERE THE WORK WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES, OR i I WHERE THERE IS EVIDENCE THAT THE WORK WILL INTERFERE WITH THE WORK OF OTHER TRADES, ; i ARRANGE SPACE CONDITIONS TO MAKE A SATISFACTORY ADJUSTMENT. IF WORK IS INSTALLED BEFORE CONNECT TO j " j ! j COORDINATING WITH OTHER TRADES, MAKE NECESSARY CHANGES TO THE WORK TO CORRECT THE T _........ . , ��- _T_—_�,_,�_rEl� i -- -- „, CONDITION WITHOUT ADDITIONAL COST TO THE OWNER. EXISTING WATER ! € 9. CONTRACTOR SHALL ADOPT EXISTING PLUMBING SYSTEM AND PROVIDE NECESSARY ADJUSTMENT FOR i LINES THE PROPOSED CONFIGURATION. j 1 L___O 9 j i 10. CONTRACTOR SHALL VISIT THE PREMISES TO DETERMINE EXISTING CONDITIONS AND COMPARE SAME WITH DRAWINGS AND SPECIFICATIONS AND SATISFY HIMSELF OF ALL CONDITIONS PRIOR TO THE j I j j I s I j SUBMISSION OF A BID PROPOSAL. I b = d s € 11. CONTRACTOR SHALL EVALUATE THE EXISTING WASTE SYSTEMS CAPACITY; NOTIFY ARCHITECT AND OWNER OF IF EXISTING CAPACITY IS NOT ADEQUATE. 12. CONTRACTOR SHALL RELOCATE AND/OR REMOVE OF EXISTING FIXTURES,ALLOCATE AND RECONNECT 3/4"C.W. j EXISTING VENTS, CAP UNUSED LINES AND CONNECTIONS OF NEW AND REUSED EQUIPMENT TO WATER, y }+J-- ---------------------------------------------------------- -----------------------=------- TS, DUCTS,AND LIKE. --------=--------------------------------------- ----------------- --=---------------------------------------+T 13. ALL REMOVED I EE U I PM E NT AND MATERIAL SHALL BE REMOVED FROM THE PROJECT SIT R TO A j 3/4" H.W. 1 LOCATION AS DIRECTED BY THE OWNER. E, O j 14. ALL EQUIPMENT SHALL BE LABELED WITH SYSTEMS SERVICE;ALL PIPING SYSTEMS SHALL BE 2"WASTE PVC IDENTIFIED AS TO THEIR CONTENTS AND DIRECTION OF FLOW; ALL VALVES SHALL BE TAGGED WITH j i 1 TAGS AND VALVES CHART SCHEDULE FRAMED AND WALL MOUNTED WHERE DIRECTED. 15. CONTRACTOR SHALL INSTALL THERMAL INSULATING MATERIAL AROUND ALL HOT AND COLD PIPING. 16. NEW HORIZONTAL PIPES RUN UNDER FLOOR. PRIOR TO ANY EXECUTIONS, CONTRACTOR SHALL NOTIFY •/ E • t j TO THE ARCHITECT, IF ANY DRILLING TO THE EXISTING JOIST OR GIRDER IS REQUIRED .,v �, .•,.,, ,. «, _. .,,.,,... 17. CONTRACTOR ALL SCHEDULE CONNECTION TO EXISTING SYSTEMS AT A TIME THAT WILL B CONVENIENT FOR THE OWNER AND CAUSEMINIMUMDISRUPTION TO ALL PARTIES INVOLVED. E W j Q M .............. .. U ' M No. Description Date a : j ........ j x i € , , f.k _... _.. .. _.... _. .. .... ._ .. �,K.. .. _............... CONNECT TO j I EXISTING WASTE MAIN I . I � I ' , I , DW REFRIGERATOR/ I .............. i I --------- FREEZER II I I = Plumbing Fixture Schedule C: .. C:. .. Yp [�lIq Room Fixture T e Product Finish Note 01 I ( g Bathroom 1 Hand Shower To Be Determined .,.......,�,. .. ... ..... o ...,-, .�.,.......,.>,-. W.� Bathroom 1 Lavatory Sink To Be Determined Bathroom 1 Lavatory Sink Faucet To Be Determined }:, Bathroom 1 Shower Head To Be Determined ' Bathroom 1 Shower Trim with valve/diverter To Be Determined Bathroom 1 Shower Valve Trim for Hand Shower To Be Determined First Floor Plumbing Layout Bathroom 1 Tub To Be Determined t �F {� _ 2 1/4"" – 1"-0"" Bathroom 2 Lavatory Sink Duravit Duraplus#316036 white Small wall hung Lavatory Sink Bathroom 2 Lavatory Sink Faucet To Be Determined chrome Bathroom 2 Toilet Duravit US Toilets#011210 white Kitchen Kitchen Sink To Be Determined Kitchen Kitchen Sink Faucet To Be Determined EXISTING BASEMENT FIXTURES, NOT IN THIS WORK Master Hand Shower To Be Determined --------------------------------------- athroom 2"VENT EXTENSION THRU ROOF 2"VENT EXTENSION THRU ROOF �� �� Master Lavatory Sink To Be Determined Bathroom PROJECT: 2"VENT EXTENSION THRU ROOF 2"VENT EXTENSION THRU ROOF i 2"VENT EXTENSION THRU ROOF Master Lavatory Sink Faucet To Be Determined Hubinsky/B re m n e r Bathroom I Master Shower Head To Be Determined Residence ROOF I I I i I Bathroom 1 I I i I i Master Shower Pan To Be Determined i I i Bathroom SHOWER j j KITCHEN SINK&I i i Master Shower Trim To Be Determined TUB WC LAVATORY I WC LAVATORY I LAVATORY WC I DISH WASHER i i j i Bathroom Master Shower Valve Trim for Hand Shower To Be Determined I 1 I I 1 Bathroom Plumbing Layouts I 1 I I I I 1 I I I j I 1 I I I I I I Master Toilet To Be Determined 1 ST FL Bathroom 1 I I ' ------------------- I I i I i I 2"VENT i Master Tub To Be Determined i I LAVATORY j Bathroom MIN. 2"WASTE, PVC MIN. 2"WASTE, PVC MIN. 2"WASTE, PVC MIN.2"WASTE, PVC CLOTH I WC SHOWER Master Tub Valve and filler To Be Determined J---- i WASHER r l -r----t------1 I i Bathroom FI j i j I i Pool House Lavatory Sink To Be Determined BASEMENT I I I 1 Bathroom Project number 1303 i 1 i Pool House Lavatory Sink Faucet To Be Determined I Bathroom Date 10/13/13 Pool House Shower Head To Be Determined � EXISTING HOUSE MAIN � Bathroom Drawn by HA a- Pool House Shower Pan To Be Determined Checked by GB c? ------------------------------------ Bathroom o Pool House Shower Trim To Be Determined °o Waste Riser Diagram Bathroom P 0 1 N 3 co NOT TO SCALE M Scale As indicated o 4 ELECTRICAL NOTES: studio a/b architects 1. DRAWINGS ARE DIAGRAMMATIC AND SHALL BE USED IN LAYOUT OF WORK. DO NOT SCALE THE 651 West Main Street, DRAWINGS. Riverhead, NY 11901 2. COORDINATE THE WORK WITH THE REQUIREMENTS OF ARCHITECTURAL AND STRUCTURAL DRAWINGS 631 591 2402 FOR DIMENSIONS, LOCATIONS AND CLEARANCES. 631 3231426 3. IF DIRECTED BY THE ARCHITECT, MAKE MINOR MODIFICATIONS IN THE LAYOUT AS NEEDED TO PREVENT info@studioabarchitects.com CONFLICT WITH WORK OF OTHER TRADES OR FOR PROPER EXECUTION OF THE WORK. 4. ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE, LOCAL CODES AND UTILITYCOMPANY REQUIREMENTS,ALL APPROPRIATE MUNICIPAL AND REGULATORY AGENCIES, CODES AND REQUIREMENTS. Owner: 5. CONTRACTOR SHALL PREPARE AND SUBMIT TO THE PROPER AUTHORITIES, FOR THEIR APPROVAL,ALL REQUIRED DOCUMENTATION. PROVIDE ALL NECESSARY NOTICES, OBTAIN ALL PERMITS AND PAY ALL Tamara Hubinsky & Adam LOCAL, STATE AND FEDERAL TAXES, FEES AND OTHER COSTS IN CONNECTION WITH THE WORK. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ALL CONTROLLED INSPECTIONS Bremner REQUIRED BY APPLICABLE ADMINISTRATIVE BUILDING CODE. 7. OBTAIN BOARD OF FIRE UNDERWRITER/LICENSED ELECTRICIAN CERTIFICATES FOR WIRING. 1350 Robinson Lane, Peconic, New York 11958 8. CLOSELY SCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE PROPER TIME WITHOUT Phone 646.249.9071 DELAYING THE COMPLETION OF THE ENTIRE PROJECT. e-mail t.hubinsky@gmail.com 9. WHERE THE WORK WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES, OR WHERE THERE IS EVIDENCE THAT THE WORK WILL INTERFERE WITH THE WORK OF OTHER TRADES, ARRANGE SPACE CONDITIONS TO MAKE A SATISFACTORY ADJUSTMENT. IF WORK IS INSTALLED BEFORE COORDINATING WITH OTHER TRADES, MAKE NECESSARY CHANGES TO THE WORK TO CORRECT THE CONDITION WITHOUT ADDITIONAL COST TO THE OWNER. 10. THE ELECTRICAL CONTRACTOR SHALL INSTALL ALL WIRING FOR THE MECHANICAL SYSTEMS REQUIRING FIELD WIRING,ACCORDING TO THE WIRING DIAGRAMS PROVIDED BY THE MECHANICAL CONTRACTOR. 11. EXAMINE AND EVALUATE ALL EXISTING ELECTRICAL SYSTEMS CONNECTED TO THE PROJECT;VERIFY " " CAPACITY OF EXISTING SERVICE WITH NEW LOAD REQUIREMENTS; NOTIFY ARCHITECT OF CONDITION OF a•• F EXISTING SERVICE AND WIRING OF ANY OUTLETS NOT FUNCTIONING OR ILLEGAL; OTHERWISE,ALL EXISTING CIRCUITING SHALL REMAIN INTACT FOR REUSE. 12. INSPECT EXISTING CIRCUIT BREAKERS.ADD ADDITIONAL CIRCUIT BREAKERS TO THE SERVICE BOX AS 10 B B A NECESSARY TO CORRECT IMPROPER, UNSAFE WIRING. I ; 13. EXAMINE AND EVALUATE EXISTING FIRE ALARM SYSTEM INCLUDING SMOKE, FIRE, HEAT,AND/OR CARBON MONOXIDE DETECTORS. AND PROPOSE ADDITIONAL DETECTOR/ALARM SYSTEM, AS REQUIRED, F COMPLYING WITH ALL APPLICABLE CODES. D _ 14. NOT USED. 15. ALL OUTLETS WITHIN 6 FEET OF WET AREAS SHALL BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI.), UNLESS OTHERWISE NOTED. B 16. ALL NON-GFCI OUTLETS SHALL BE ARC FAULT CIRCUIT INTERRUPTER(AFCI). 17. INSTALL ALL APPLIANCES ON SEPARATE CIRCUIT. EXT C C - 18. BEFORE THE ROUGH WIRING, SCHEDULE A WALK THROUGH TO VERIFY AT THE SITE ALL OUTLET ��) LOCATIONS WITH ARCHITECT AND OWNER. D TIG 19. LOCATE NEW SWITCHES TO MATCH HEIGHT OF EXISTING, UNLESS OTHERWISE NOTED. PLATE TO MATCH A EXISTING, OR DECORA STYLE, OTHERWISE. 20. LOCATE NEW RECEPTACLES TO MATCH HEIGHT OF EXISTING, UNLESS OTHERWISE NOTED. ....._....._.._,_. _._. ..a,..,. ... . .. . _ _._. . ........... _ .. ..:.,. .,..:.,, _ . 21. THE FINISHED EDGE LOCATE ALL SWITCHES SO THAT THE CENTERLINE OF THE FACEPLATE IS 5aa FROM - I' OF ADJACENT DOOR OPENINGS OR EDGE OF WALL UNLESS NOTED OTHERWISE. 22. GANGED MULTIPLE SWITCHES BEHIND A SINGLE FACEPLATE. DOOR DOOR 23. THE CONTRACTOR SHALL SCHEDULE CONNECTION TO EXISTING SYSTEMS AT A TIME THAT WILL BE �e . B F EXT D 3, SWITCH SWITCH CONVENIENT FOR THE OWNER AND CAUSE MINIMUM DISRUPTION TO ALL PARTIES INVOLVED. ' 24. TO SECURE SOUND INSULATION THROUGH WALL, NO SWITCHES OR OUTLETS SHALL BE INSTALLED Of A g WALL BACK-TO-BACK. ' W_"` 25. INSTALL DELAY TIMER FOR ALL BATHROOM VENTILATORS,AKDT60 BY AIR KING OR EQUAL. C B > i ( 26. RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED.ALL _ A RECESSED LUMINAIRES SHALL BE IC-RATED. (NYSECCC 402.4.3) D DIM 27. A MINIMUM OF 50 PERCENT OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE 8 DOOR HIGH-EFFICACY LAMPS. (NYSECCC 404.1) G SWITCH t- F E F E DIM D E 28. MANUFACTURERS: No. Description Date WAC LIGHTING CEILING FAN C 65aWW BY EMERSON (www.emersonfans.com), OR FLU-GW-52-WH-NL BY THE MODERN FAN COMPANY(http://modernfan.com) El A ❑s 1 0 A LEGEND B @ DOOR DOOR �: DIM DIM „•- -^� SWITCH d- DIM SWITCH B DIM 1. 1 i FLUSH MOUNTED PANELBOARD AND CABINET 3 3SURFACE MOUNTED PANELBOARD AND CABINET CD DIM D DI DIM I DIM �co 6 g o CEILING RECESSED MOUNT LIGHTING FIXTURE B ' A A A A A A A A • CEILING SURFACE MOUNT LIGHTING FIXTURE �o WALL MOUNT LIGHTING FIXTURE 3 O FLUORESCENT LIGHTING FIXTURE :. k ENTERALIG ED �� CK AND FIXTURE A C N LIGHTING TRA 3 _ _ f WITH FIREPLACE ROPE LIGHT A A A c SINGLE POLE SWITCH . . l I �3 THREE WAY SWITCH I A DIM SINGLE POLE SWITCH W/DIMMER i C � DUPLEX RECEPTACLE A F ": I '°` �c DUPLEX RECEPTACLE PROTECTED BY GROUND CIRCUIT FAULT INTERRUPTER 'k= I NEXT EXTERIOR DUPLEX RECEPTACLE • � J ` : MULTI-OUTLET PROTECTED BY �c GROUND CIRCUIT FAULT INTERRUPTER � A A A I � � A A A A A A ¢ SPECIAL PURPOSE OUTLET WINE CELLAR ® FLOOR DUPLEX RECEPTACLE OUTLET +❑D WALL MOUNT SMOKE ALARM SYSTEM DEVICE DIM 3 (::IIM:3 r -_��____ ._�____ -_____.�____._�.____ X ° s .ro „ ❑ CEILING MOUNT SMOKE ALARM SYSTEM DEVICE I DIM DIM M ° A H DIM 3 �,., \� , eti 49 WALL MOUNT CO ALARM SYSTEM DEVICE s ® CEILING MOUNT CO ALARM SYSTEM DEVICE WALL OVEN .-: {� TELEVISION OUTLET IN BASE CABINET r' EXISTING SCONCE 4 TELEPHONE OUTLET a VOICE,DATA F I b INTERCONNECTING TELEPHONE OUTLET RANGE HOOD : ADD ANOTHER SCONCE ® FLOOR TELEPHONE OUTLET TO MATCH EXISTING GH DATA OUTLET IN FLOOR . COOKTOP -0 FAN OUAUDIO TLET ET FAN LIGHTING COMBINATION FIXTURE A IN SCREENED BUZZER PORCH I REPLACE EXISTING IE } FL LIGHTING WITH I H FAN LIGHT PROJECT: A A A g-( � Hubinsky/Bremner : Residence D.W. REFRIGERATOR Electrical Layout J ........,.. .. ....... - - - Lighting Fixture Schedule Lighting Fixture # Lighting Fixture Type Product Finish Bulb Note /f A Ceiling Recessed fixture WAC HR-LED451-WT or equal white LED 11 W, WAC: 3000K www.waclighting.com " B Ceiling recessed shower light WAC HR-LED471-WT or equal white LED 11W, Project number 1303 3000K C Wall mount wet location fixture Lightolier Opalex 6776 or equal A19 75W Date 10/13/13 D Exterior surface mount fixture to be determined Drawn by HA a First Floor Electrical Layout i E Fan Light Combination to be determined 1 1/4"_= 1 -0il F Pendant to be determined Checked by GB `" G Wall Sconce to be determined H Wall Sconce Existing, or match existingE . 01 \ M O N co T_ Scale As indicated MECHANICAL NOTES: studio a/b architects P.1 P.2 P.3 P.1 P.2 P.3 1. DRAWINGS ARE DIAGRAMMATIC AND SHALL BE USED IN LAYOUT OF WORK. DO NOT SCALE THE DRAWINGS. 651 West Main Street, 2. COORDINATE THE WORK WITH THE REQUIREMENTS OF ARCHITECTURAL DRAWINGS FOR DIMENSIONS, Riverhead, NY 11901 _.. . P•B - -. - u. - -.. - - - APPEAR INADEQUATE,ARCHITECT SHALL BE NOTIFIED BEFORE CLEARANCES. MA 631 5912402 AND SPACE CONDITIONS WHERE HEADROOM OR SPACE CONDITIONS E,A 631 323 1426 PROCEEDING WITH INSTALLATION. info@studioabarchitects.com < � 2" STE C.I. HOUSE TRAP 3. IF DIRECTED BY THE ARCHITECT, MAKE MINOR MODIFICATIONS IN THE LAYOUT AS NEEDED TO OF PREVENT CONFLICT WITH WORK OF OTHER TRADES OR FOR PROPER EXECUTION OF THE WORK. __ CONNECT TO 4. ALL WORK SHALL MEET OR EXCEED LATEST CODES AND REQUIREMENTS OF NATIONAL, STATE, tF ______ T'+_ EXISTING COUNTY, MUNICIPAL AND OTHER AUTHORITIES EXERCISING JURISDICTION OF THE WORK OF THIS Owner: j � -t SEPTIC PROJECT;ANY PORTION OF THE WORK WHICH IS NOT SUBJECT TO APPROVAL OF AN AUTHORITY SYSTEM HAVING JURISDICTION SHALL BE PROVIDED IN ACCORDANCE WITH NATIONAL FIRE PROTECTION Tamara Hubinsky & Adam ASSOCIATION REQUIREMENTS;COMPLY WITH APPLICABLE UTILITY COMPANY RULES AND - # I REGULATIONS; COMPLY WITH OCCUPATIONAL SAFETY AND HEALTH ACT(OSHA) REQUIREMENTS. Bremner "j' ,1 I -_ - M '_ 5. ALL WORK TO COMPLY WITH ENERGY STAR RATED HOMES. 6. SECURE PERMITS AND INSPECTION CERTIFICATES AND TRANSMIT SAME TO THE OWNER AT THE 1350 Robinson Lane, Peconic, New York 11958 F I -.►1,A. -+ COMPLETION OF THE WORK. Phone 646.249.9071 it I , v 7. CLOSELY SCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE PROPER TIME e-mail t.hubinsky@gmail.com -----L-- - 8. THE CONTRACTOR SHALL SCHEDULE CONNECTION TO EXISTING SYSTEMS AT A TIME THAT WILL BE i 2"VENT m I CONVENIENT FOR THE OWNER AND CAUSE MINIMUM DISRUPTION TO ALL PARTIES INVOLVED. I WALL MOUNT ELECTRIC WATER HEATER 9. CONTRACTOR MUST COORDINATE WORK WITH OTHER CONTRACTORS TO COMPLETE WORK. 1 STIEBEL ELTRON TEMPRA 24, OR EQUAL 10. WHERE THE WORK WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES, OR +� WHERE THERE IS EVIDENCE THAT THE WORK WILL INTERFERE WITH THE WORK OF OTHER TRADES, I T ARRANGE SPACE CONDITIONS TO MAKE A SATISFACTORY ADJUSTMENT. IF WORK IS INSTALLED BEFORE COORDINATING WITH OTHER TRADES, MAKE NECESSARY CHANGES TO THE WORK TO M i CORRECT THE CONDITION WITHOUT ADDITIONAL COST TO THE OWNER. 11. NOT USED 12. HVAC CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL TERMINAL POINT TO TERMINAL i POINT, COORDINATED AND INTEGRATED WIRING DIAGRAMS FOR ALL WIRING REQUIRING FIELD - -tet INSTALLATIONS BY THE ELECTRICAL CONTRACTOR. HOSE BIB 13. THE CONTRACTOR SHALL VISIT THE PREMISES TO DETERMINE EXISTING CONDITIONS AND COMPARE P.A - - - - - - P.A - - „ - - - - - T I. SAME WITH DRAWINGS AND SPECIFICATIONS AND SATISFY HIMSELF OF ALL CONDITIONS PRIOR TO THE SUBMISSION OF A BID PROPOSAL. ?{ f 14. HVAC CONTRACTOR SHALL PROPOSE ELECTRIC CONVECTION HEATING SYSTEM. / CONNECT TO WATER SUPPLY 15. NOT USED 2000W ELECTRIC CONVECTION HEATER I 16. ELECTRIC CONVECTION HEATING SYSTEM SHALL BE WALL MOUNT CNS-E BY STIEBEL ELTRON OR EQUAL. i 17. PROVIDE ALL COMPONENTS SO THAT SYSTEM IS FULLY OPERATIONAL AND BALANCED. 50OW ELECTRIC CONVECTION HEATER 18. PROVIDE ALL DRILLING, PATCHING, REPAIRS NECESSARY TO COMPLETE WORK AND LEAVE IN SAME CONDITION. i ( 19. SITE TO BE CLEANED AND DEBRIS REMOVED AT END OF EACH DAY. 20. ALL REMOVED EQUIPMENT AND MATERIAL SHALL BE REMOVED FROM THE PROJECT SITE, OR TO A I LOCATION AS DIRECTED BY THE OWNER. 21. NO STRUCTURAL ELEMENT IS TO BE CUT OR DRILLED WITHOUT THE ARCHITECT'S APPROVAL. 22. PROVIDE OPERATION AND MAINTENANCE MANUALS FOR ALL EQUIPMENT. PERFORM A LESSON/LABELING SESSION WITH OWNER FOR OPERATION OF THE INSTALLED EQUIPMENT, SYSTEMS AND CONTROLS. 1 First Floor MVAC Layout2 First Floor Plumbin La out 1/411 = 1'-0" 1/411 = 1'-0" 1 V C�4 2"VEN ROOF PLUMBING NOTES: WC i 1. DRAWINGS ARE DIAGRAMMATIC AND SHALL BE USED IN LAYOUT OF WORK. DO NOT ALE THE SHOWER L TORY DRAWINGS. 2. COORDINATE THE WORK WITH THE REQUIREMENTS OF ARCHITECTURAL DNGS FOR DIMENSIONS, F T LOCATIONS AND CLEARANCES. MAINTAIN MAXIMUM HEADROOM AND SP CE CONDITIONS. WHERE I I I No. Description Date I I HEADROOM OR SPACE CONDITIONS APPEAR INADEQUATE,ARCHIT SHALL BE NOTIFIED BEFORE I I PROCEEDING WITH INSTALLATION. 1 ST 3. IF DIRECTED BY THE ARCHITECT, MAKE MINOR MODIFICATION IN THE LAYOUT AS NEEDED TO PREVENT CONFLICT WITH WORK OF OTHER TRADES OR FOR PWROP OF THE WORK. "WASTE, C.I. EXISTING 4. ALL WORK SHALL MEET OR EXCEED LATEST REQUIR NT OF NATIONAL, STATE, COUNTY, MUNICIPAL 3"WASTE, C.I. SEPTIC AND OTHER AUTHORITIES EXERCISING JURISDICT OF THE WORK OF THIS PROJECT;ANY PORTION UNDERGROUND BRANCH ENTRANCE FROM MAIN HOUSE SYSTEM OF THE WORK WHICH IS NOT SUBJECT TO APP) VAL OF AN AUTHORITY HAVING JURISDICTION SHALL _ _ - - - - - - - - - - - - - - - - - - - - BE PROVIDED IN ACCORDANCE WITH NATIONAL FIRE PROTECTION ASSOCIATION REQUIREMENTS; COMPLY WITH APPLICABLE UTILITY COM NY RULES AND REGULATIONS; COMPLY WITH aste Riser sample OCCUPATIONAL SAFETY AND HEALT CT(OSHA) REQUIREMENTS. P.1 P.2 P.3 3 N.T.S. 5. SECURE PERMITS AND INSPECTIO ERTIFICATES AND TRANSMIT SAME TO THE OWNER AT THE COMPLETION OF THE WORK. 6. CLOSELY SCHEDULE THEW K SO THAT WORK WILL BE INSTALLED AT THE PROPER TIME WITHOUT P.B 7 . �G - 11 WHERE THE WORK WI BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES, OR 5 WHERE THERE ISE ENCE THAT THE WORK WILL INTERFERE WITH THE WORK OF OTHER TRADES, Aia Ai C C H ARRANGE SPAC ONDITIONS TO MAKE A SATISFACTORY ADJUSTMENT. IF WORK IS INSTALLEIBEFORE I r Plumbing Fixture Schedule COORDINATI WITH OTHER TRADES, MAKE NECESSARY CHANGES TO THE WORK TO CORRECT THE - # Room Fixture Type Product Finish2 Note WALL MOUNT CONDITIO THOUT ADDITIONAL COST TO THE OWNER. HOTWATER HEATER 8. CONTR OR SHALL ADOPT EXISTING PLUMBING SYSTEM AND PROVIDE NECESSARY ADJUSTMENT FOR 1 Shower Room Shower Pan for flush (both TileRedi B ier Free model, or THE P OPOSED CONFIGURATION. A sides)tiled shower equal www.ti edi.com 9. CO RACTOR SHALL VISIT THE PREMISES TO DETERMINE EXISTING CONDITIONS AND COMPARE SAME CONVECTION g a PANEL HEATER 2 Shower Room Shower Head Hansgrohe Raind ce E 150 1 TH DRAWINGS AND SPECIFICATIONS AND SATISFY HIMSELF OF ALL CONDITIONS PRIOR TO THE Green 1-Jet Showerh r Kohler SUBMISSION OF A BID PROPOSAL. G Purist 1.75gpm K9 , or pen NOT USED. I 8"Two Functi nviTM 11. NOT USED. - Eco-Pe ance Rains / 12. NOT USED. J 3 Shower Room Shower Trim a sgrohe Axor Citterio Trim, 13. ALL EQUIPMENT SHALL BE LABELED WITH SYSTEMS SERVICE;ALL PIPING SYSTEMS SHALL BE I costat Thermostatic Mixer IDENTIFIED AS TO THEIR CONTENTS AND DIRECTION OF FLOW; ALL VALVES SHALL BE TAGGED WITH �� B VOICE,DATA I 39384821 TAGS AND VALVES CHART SCHEDULE FRAMED AND WALL MOUNTED WHERE DIRECTED. 14. CONTRACTOR SHALL INSTALL THERMAL INSULATING MATERIAL AROUND ALL HOT AND COLD PIPING. F 4 Shower Room Toilet Duravit US Toilets#d19054, or 15. NOT USED. �c TOTO Aqua Flush Dual Toilet 16. CONTRACTOR SHALL SCHEDULE CONNECTION TO EXISTING SYSTEMS AT A TIME THAT WILL BE #CST414M CONVENIENT FOR THE OWNER AND CAUSE MINIMUM DISRUPTION TO ALL PARTIES INVOLVED. A A A A A A 5 Dressing Room atory Sink Blanco Ronda Bar Sink 6 Dressin Ro Lavatory Sink Faucet Hansgrohe Axor Steel Single-Hole !° Faucet B B s € Fp] C~ CONVECTION PANEL HEATER EXT q ELECTRICAL NOTES: O~ y. • EXT 1. DRAWINGS ARE DIAGRAMMATIC AND SHALL BE USED IN LAYOUT OF WORK. DO NOT SCALE THE POOL ENCLOSURE POOL ENCLOSURE ALARM DRAWINGS. 2. COORDINATE THE WORK WITH THE REQUIREMENTS OF ARCHITECTURAL AND STRUCTURAL ��,R�n A& ALARM ; Lighting Fixture Schedule DRAWINGS FOR DIMENSIONS, LOCATIONS AND CLEARANCES. 5 t r!p Lighting 3. IF DIRECTED BY THE ARCHITECT, MAKE MINOR MODIFICATIONS IN THE LAYOUT AS NEEDED TO � Fixture# Lighting Fixture Type Product Finish Bulb Note PREVENT CONFLICT WITH WORK OF OTHER TRADES OR FOR PROPER EXECUTION OF THE WORK._T_ K CONVECTION PANEL HEATER 4. ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE, LOCAL CODES AND UTILITY COMPANY REQUIREMENTS,ALL APPROPRIATE MUNICIPAL AND REGULATORY AGENCIES, CODES AND ; A Ceiling Recessed fixture WAC HR-LED451-WT white LED 11W, 3000K WAC: REQUIREMENTS.;�' g www.wacli htin com ° '' g g' 5. CONTRACTOR SHALL PREPARE AND SUBMIT TO THE PROPER AUTHORITIES, FOR THEIR APPROVAL, B Ceiling recessed shower light WAC HR-LED471-WT white LED 11 W, 3000K ALL REQUIRED DOCUMENTATION. PROVIDE ALL NECESSARY NOTICES, OBTAIN ALL PERMITS AND PAY C Wall mount wet location fixture Lightolier Opalex 6776 or Equal A19 75W ALL LOCAL, STATE AND FEDERAL TAXES, FEES AND OTHER COSTS IN CONNECTION WITH THE WORK. H Wall mount sconce Cooper Shaper 688 or Equal white CFL 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ALL CONTROLLED INSPECTIONS OF NE'0 r REQUIRED BY APPLICABLE ADMINISTRATIVE BUILDING CODE. I Fluorescent closet light Cooper HALO Surface H2542 20W Circle FL C/ ' 7. OBTAIN BOARD OF FIRE UNDERWRITER/LICENSED ELECTRICIAN CERTIFICATES FOR WIRING. J Pool Table Light T.B.D. 8. CLOSELY SCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE PROPER TIME WITHOUT K K Exterior Wall mount Lighting B-K Lighting Arti Star white MR16 50W flood B-K Lighting: DELAYING THE COMPLETION OF THE ENTIRE PROJECT. B-A--GU-161-WHP-10-11-B-3-WM or Equal www.bklighting.com 9. WHERE THE WORK WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES, OR WHERE THERE IS EVIDENCE THAT THE WORK WILL INTERFERE WITH THE WORK OF OTHER TRADES, ARRANGE SPACE CONDITIONS TO MAKE A SATISFACTORY ADJUSTMENT. IF WORK IS INSTALLED BEFORE COORDINATING WITH OTHER TRADES, MAKE NECESSARY CHANGES TO THE WORK TO LEGEND CORRECT THE CONDITION WITHOUT ADDITIONAL COST TO THE OWNER. PROJECT: 10. THE ELECTRICAL CONTRACTOR SHALL INSTALL ALL WIRING FOR THE MECHANICAL SYSTEMS REQUIRING 4� FLUSH MOUNTED PANELBOARD AND CABINET CONTRACTOR.LD WIRING,ACCORDING TO THE WIRING DIAGRAMS PROVIDED BY THE MECHANICAL H u b I n s ky/B re m n e r f 11. EXAMINE AND EVALUATE ALL EXISTING ELECTRICAL SYSTEMS CONNECTED TO THE PROJECT;VERIFY Residence CAPACITY OF EXISTING SERVICE WITH NEW LOAD REQUIREMENTS. K O CEILING RECESSED MOUNT LIGHTING FIXTURE 12. NOT USED. • CEILING SURFACE MOUNT LIGHTING FIXTURE 13. NOT USED. O WALL MOUNT LIGHTING FIXTURE 14. NOT USED. FLUORESCENT LIGHTING FIXTURE 15. ALL OUTLETS WITHIN 6 FEET OF WET AREAS SHALL BE GROUND FAULT CIRCUIT INTERRUPTER(GFCI.), UNLESS OTHERWISE NOTED. l.v 16. NOT USED Pool House SINGLE POLE SWITCH 17. NOT USED S4 DIM SINGLE POLE SWITCH W/DIMMER 18. BEFORE THE ROUGH WIRING, SCHEDULE A WALK THROUGH TO VERIFY AT THE SITE ALL OUTLET LOCATIONS WITH ARCHITECT AND OWNER. Mechanical, P I u m b I n g , DUPLEX RECEPTACLE 19. LOCATE NEW SWITCHES AT 42"AFF. _........ . ................. DUPLEX RECEPTACLE PROTECTED BY 20. LOCATE NEW RECEPTACLES AT 18"AFF. =@c GROUND CIRCUIT FAULT INTERRUPTER 21. LOCATE ALL SWITCHES SO THAT THE CENTERLINE OF THE FACEPLATE IS 51, FROM THE FINISHED EDGE and Electrical Layouts -0EXT EXTERIOR DUPLEX RECEPTACLE OF ADJACENT DOOR OPENINGS OR EDGE OF WALL UNLESS NOTED OTHERWISE. 22. GANGED MULTIPLE SWITCHES BEHIND A SINGLE FACEPLATE. -® SPECIAL PURPOSE OUTLET 23. THE CONTRACTOR SHALL SCHEDULE CONNECTION TO EXISTING SYSTEMS AT A TIME THAT WILL BE CONVENIENT FOR THE OWNER AND CAUSE MINIMUM DISRUPTION TO ALL PARTIES INVOLVED. Project number 1303 © POOL ENCLOSURE ALARM SYSTEM DEVICE 24. TO SECURE SOUND INSULATION THROUGH WALL, NO SWITCHES OR OUTLETS SHALL BE INSTALLED ON Date A WALL BACK-TO-BACK. 10/13/13 4 First Floor Electrical Layout 25. INSTALL DELAY TIMER FOR ALL BATHROOM VENTILATORS,AKDT60 BY AIR KING OR EQUAL. Drawn by HA 1/4" - 1'-O" TELEVISION OUTLET o CD -+4 TELEPHONE OUTLET Checked by GB VOICE,DATA co -O FAN OUTLET M PH -MPE . 01 CD N • M Scale As indicated CD