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HomeMy WebLinkAbout41221-Z u1F 'oy Town of Southold 12/19/2019 P.O.Box 1179 o 61 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40943 Date: 12/18/2019 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 955 Soundview Ave,Mattituck SCTM#: 473889 See/Block/Lot: 94.-1-8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/8/2016 pursuant to which Building Permit No. 41221 dated 12/13/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions including deck repairs kitchen and bathroom to an existing one family dwelling as applied for and ZBA 7106, dated 12/21/2017. The certificate is issued to Stritzler Family Trust of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41221 8/7/2018 PLUMBERS CERTIFICATION DATED 8/29/2018 Ma 'tuc Plu ing&He 'Au t ori e i nature SOFFnt�c TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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#: 41221 Date: 12/13/2016 Permission is hereby granted to: Stritzler Family Trust 51 Stirrup Ln Roslyn Heights, NY 11577 To: make deck repairs as applied for. At premises located at: 955 Soundview Ave, Mattituck SCTM # 473889 Sec/Block/Lot# 94.-1-8 Pursuant to application dated 12/8/2016 and approved by the Building Inspector. To expire on 6/14/2018. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $200.00 CO -ALTERATION TO DWELLING $50.00 Total: $250.00 uilding Inspe or Form No.6t TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY J This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual-natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate off'Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: �°SS c �« j Q u: /�SP 1 �-I? i �kt C/V . House No. Street Hamlet Owner or Owners of Property: " 12. Suffolk County Tax Map No 1000, Section i Block 0 , Lot d ' Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: N Underwriters Approval: Planning Board Approval: 1 Request for: Temporary Certificate Final Certificate: / (check one) Fee Submitted: $ Applicant Signature 11/30/2016 ete Wellness Mall-Fwd;Emailing:1130 18 Fenster 001 lera+Q et 7tunt®ea a�i4ese3a� AUTHORIZATION (whanb the wbew is pot ft t►anmi E._...?i,,r..��z�.,r' ry he3dJn�u �S S+��j✓�� V t e,GrJ (prtsraaotntotow�arofpo�eny} _ (melitins4Mtao an herby"adlad -- - -- to®ppiy fapmnit(v)f mm*A 'F Southold 8uatd of7'owa7Ua9me =mybandf. S 1 r 7 httpsJ/mail.googlacom/Mall/ufOThi=2&k=4a977aO25b&view=pt&sewch=inbox&meg=158b63693c,- 1M72&ilm1=158bM93c32M y2 1001L00'd 0:0 b£_80 9LOZ IOM pF SOU��®! Town Hall Annex Telephone(631)765-1802 54375 Main Road CO- Fax(631)765-9502 P.O.Box 1179 Pi Southold,NY 11971-0959 ;10 y® roger.riche rtatown.south old.ny.us cou ,� BUELDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Stntzler Family Trust Address: 955 Soundview Ave City: Mattituck St: New York Zip: 11952 Building Permit#• 41221 Section: 94 Block- 1 Lot. 8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Express Electric License No: 3653-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 10 Ceding Fixtures 1 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 28 CO Detectors Sub Panel A/C Blower Range Recpt 60a Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 16 Twist Lock Exit Fixtures 11 TVSS Other Equipment, range hood, bath fan, 7.5 KW steam generator, 3-combination ARC/GFCI circuit breakers, 1-ARC fault circuit breaker Notes. Inspector Signature: �� Date: August 7 2018 81-Cert Electrical Compliance Form As Jt „T "�4 t• Telephone(631)765-1802 y, Fay MAII MSA909. P.O.Bax 1179 vim+ ;' Southold,NY 11971-0959 BUaDING DEPARTMYM TOWN of SOITTHOLD CERTIFICATION Date:�o�c` Building Permit No. �' 1 � lip Owner:�'�12,i`�����, �>�i-r„ �1, •� 1?s(,t� (Please print) Plumber:WNAft- -M JC 'J ILLhtib � (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. VU (Plumbers Sign e) Sworn to before me this_ day of vS� 20 ' CHELSEA L. CHALONE Notary Public, State of New York Registration#01CH6287106 i Qualified In Suffolk�Co4)nty Commission ExAirqsAug.5,2024 Notary Public,�1 �� County AUG 3 1 201 TOWN OF S&TROLID SOUIyo • 49 cOUNiV I TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]✓ F UNDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: D ® =� DATE Y Y INSPECTOR so �o� olo cou N ao TOWN OF .SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] F6UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: W/ $use,, nm)m ivri DATE S INSPECTOR SOUly�lo ; TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION 1] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 2 �� INSPECTOR ltiyl SOUTyo N O i TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC - ION, [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REM RKS: %/ , f �1^466V. � n V_ DATE INSPECTOR �a SOUIy H O 0 m,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING ( ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRIC (ROUGH) [ ] ELECTRICAL (FINAL)` REMARKS. PM C� frIYP/ CAvv �V b co :&,hj1Aovx- DATE Z INSPECTOR OF SOUTyo h� `o TOWN OF SOUTHOLD BUILDING DEPT. 765-16®2 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) iv DATE 3 INSPECTOR OF SOUIyo� TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPL CE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 13 kizvy-e-, DATE I INSPECTOR ho�aOF SOUI,yo� TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION ' [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE /< <f INSPECTOR OF SOplyolo # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION �2Z/ [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: l� DATE INSPECTOR ��- oF SOUI'yo� TOWN OF SOUTHOLD BUILDING DEPT. co 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: lAAJ DATE O�� INSPECTOR 0 0 1(Y N E N E o THE EVOLUTION OF INSULATION D APR 2 5 2018 INSULATION CERTIFICATE TOWN OF SOUTHOLD This Form must be Iglied out and posted to carraply with€wilding code requirements, Meets IRC requirements: 2006 IRC-N1101.2,N1101.4,N1 101.8 2009 IRC-KI1101.2,N1101,4;N1101.8 2012 IRC-rN11€01.3,I111101,s,IV41106.12 The following spray polyurethane foam product(s) has/have been installed. ❑ LD-C-50 ❑LD-R-50 ❑ MD-C-200 ❑ MD-R-200 ❑ MD-P,-210 ❑Other Please consult International Building Code(1SC),Chapter 26-Plastic and International Residential Code(IRC) 2006 IRC R314,2009 IRC R316, 2012 IRC 8316-Foam Plastics for specific requirements.The aforementioned Icynene spray polyurethane foam insulation system(s)has/have been installed in accordance with manufacturer's processing guidelines to provide a thermal resistance of: Area Insulated Aged R-Value a hicknesc`^ Attic Area R- at inches Sloped Ceilings R- at inches Walls(location): lExterior alls(Closed Cell R- 21 at 3" inches Walls (location): I I R- at inches Floors (over an unheated crawl space) R- at inches Crawl Space Perimeter(Cl®Sed Cell) R- 21 at 3" inches Basement Wails R- at inches Other(location): I Ceiling(® Cell R- 30 at S°° inches _Nominal thidoiesses are representative of field,spray-applied foam mates ial. Jobsite Address 1955 S®undview Dr Mattituck, NY 11952 Date of Insulation Installation April 20, 201 S Building Contractor INorth Fork Drywall Insulation Contractor ary insulation insulation Contractor Phone (531)218-9350 Installed By lJhordan Matta &Juan Funes INSULATION CERTIFICATE DO NOT REMOVE E Please post near electrical panel low _ _ - KYNENE D THE EVOLUTION OF INSULATION MAY 1 6 2016 INSULATION CERTIFICATE comms umom This form must be filled out and posted to comply with building code requirements. Meets IRC requirements: 2006 IRC-N1101.2,N1101.4,N1101.8 2009 IRC-N1101.2,N1101.4,N1101.8 2012 IRC-N1101.3,N1101.7,N1101.12 The following spray polyurethane foam product(s)has/have been installed. ❑ LD-C-50 ❑LD-R-50 ❑ MD-C-200 ❑MD-R-200 ❑ MD-R-210 ❑Other Please consult International Building Code(IBC),Chapter 26-Plastic and International Residential Code(IRC)2006 IRC R314,2009 IRC R316,2012 IRC R316-Foam Plastics for specific requirements.The aforementioned Icynene spray polyurethane foam insulation system(s)has/have been installed in accordance with manufacturer's processing guidelines to provide a thermal resistance of: Area Insulated Aged R-Value Thickness* Attic Area R- at inches Sloped Ceilings R- at inches Walls(location): gxterior Walls(closed cell) R- 21 at inches Walls(location): R- at inches Floors(over an unheated crawl space) R- at inches Crawl Space Perimeter R- at inches Basement Walls R- at inches Other(location): I Roof Area(closed cell) R- 35 at ® inches "Nominal thicknesses are representative of field,spray-applied foam material. Jobsite Address 1965SoundviewDrMaftituckNY11952 Date of Insulation Installation April 20, 2018 Building Contractor North Fork Drywall Insulation Contractor Cary, Insulation A Truteam Company) Insulation Contractor Phone (631)218-9350 Installed By laordan Matta and Juan Funes INSULATION CERTIFICATE • DO NOT REMOVE Please post near electrical panel. 2/26/2018 https:Hmaii.aol.com/webmaii-std/en-us/PrintMessage From:5168050225<5168050225@pm.sprinLcom> To:mjmacafee<mjmacafee@aol.com> ^f Date:Mon,Feb 26,2018 8:57 am Sent from my mobile. S� ) �2— 12((_ 1'Y4Vr% I S — ._. q S� Som V t k,t Q Yl'�►g I�l��ic/� \? - .• ,ate f IL amp �}�•,,, lire , { y r r � : - - 1,��.� z= �� _ a .. � _.- _ iii►= �a ., • : • N UZ https://mail.aol.com/webmaii-std/en-us/PrintMessage 112 r- L s+ 1 Ll --- =owl Cary Insulation 631 -218-9354 �+ all. right. now. 4i www,Masco 1 �� avow d a moi. {k .� y4 1 Teti . Now" 4 DD TOWN OF SOLT L '4 DD M TOWN OF SOUTHOLD R� o R- 075P [E a B7J a: T TOWN OF SOLTHOLD 4 / m� I II i 0 0 Zr v 0 co 0 C0 %r ! oW$ o [1, fn Fes- FLLI" 4 I d o CJ co o 4w LLJ _ ^ QL £ ci ch COAUVIENTS FOUNDATION(IST) FOUNDATION(2ND) ROUGH FRAIG PLUMBING �� s1 MM R SIM1 ' mo STATE ENERGY CODE 10 m e RAZA ia�rit�ii 1 ADDITIONAL COMMENTS! , � 1 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. // 7 7 Check Septic Form N Y.S.D.E C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Storm-Water Assessment Form tact: Approved .20—- Mail to. Disapproved a/c Phone- Expiration .20 Insp or DAPPLICATION FOR BUI DIN ERMIT DEC - 8 2016 Date !� 0 20 A& INSTRUCTIONS MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sIwM e I '1 to scale.Fee according to schedule. �® ®ion cation 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 herem 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. L-7 W o RDaJ (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder G� e-1j e.ie ia� Cuto,�' A- Name of owner of premises 'Stp]fi'z I eIL_ —Huts I— (As on the tax roll or latest deed) I appl'anti a co p rat o signa�ul� tr ze fficer P2cer (Name and title of corporate officer) Builders License No. SSS Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will House Number Street Hamlet County Tax Map No. 1000 Section Block Lot (�� f Subdivision Filed Map No. Lot r 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 10 4 M t rZe S b. Intended use and occupancy Iq h., lk ie-5 lw�zt--VeGf6S 3. Nature of work check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this a�p lication) 5. If dwelling,number of dwelling units_ Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front �4Rear a . Depth -�2�• Height r Number of Stories �L ` Dimensions of same structure with alterations or additions: Front ` C-- Rear Depth Height Number of Stories 1 8. Dimensions of entire new construction:Front 7F Rear Depth Height Number of Stories 9. Size of lot:Front—_=��� Rear d OD- &J Depth_ ,��o Q 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated Q 2�s t i:�'D U 44 12.Does proposed construction violate any zo 'ng law,ordinance or regulation?YES NO 13.Will lot be re-graded?YES NO L,' Will excess fill be removed from premises?YES—NO- 14. ESNO14.Names of Owner of premisesS`lti7 2 je-(L- 'Rae-s.9m w14 i_4tr-i,Lyj f phone No.T/7-0 L/V Name of Architect Address Phone No Name of Contractors 1.9 U Z tto o r -aldAddress Phone Noll 73Y–7V 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly swom,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the' (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. Swornto before me thil '24h day of CQi 20� hm rw Notary Public Signa a of Applicant CONNIE Q.BUNCH Notary Public,State of New York No.01 BU6185050 Qualified in Suffolk County�` Commission Expires April 14,2_ t TOWN OfSOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www.northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined ,20 Contact: Approved ,20 Mail to: Disapproved a/c t t Phone: `i — Expiration _,20 I � Building Inspector D �ar n IJ JAN 3 12018 LICATION FOR BUILDING PERMIT Date ��a '�� l , 20 17 TOWN OF SGU HOLD 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. N i/►�2 X13 � � - N"C_ (Signature of applicant or name,if a corporation) 90 30 - 7 9 7 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder G e jc?,I_ - Ca o llgu®e_�C� Name of owner of premises S-t-- leg— f:Z 'r ) , 11 '_TUtQ Y (As on the tax roll or latest deed) If appl' nt t' ie of duly authorized officer ane S ame an i e of corporate officer Builders License No. ��G� .� Plumbers License No. Electricians License No. 3 6 53 hi L;" Other Trade's License No. 1. Loc tion of land on which proposed work will be done: T1 Is` '�Scou rq 4 LA.O V/1-0 )04 *u c k_ House Number Street Hamlet County Tax Map No. 1000 Section W Block C� : ' ' ' 'Lot:'.,' ;G" Subdivision 8J1 vt- Filed Map No. r,:•,, ,!Lot. (Name) -,_,1} 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy } 104v 'I�k,'ILglloq,, co-c" -e s0 3. Nature of work(check which applicable): New Building Addition L_------ Alteration Repair Removal Demolition Other Work 4. Estimated Cost (Description) �0 c�� Fee Ij (To be paid on filing this application) 5. If dwelling, number of dwelling units "f Number of dwelling units on each floor / If garage, number of cars — 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. J 7. Dimensions of existing structures, if any: Front Y 7. Rear Depth `l, Y, Height _ Number of Stories r ( ( • , t Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front LI-7, Rear 3 a 3 Depth; Height (, :5 Number of Stories 3 / 9. Size of lot: Front /00, Rear /W, 6 y Depth 10. Date of Purchase Name of Former//Owner 11. Zone or use district in which premises are situated k eo" a 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 'S`i-a. 1e2, �g&� 14. Names of Owner of premisesT'g,v,,Ik trues-s-, r— AddressVn)g-H--tk&t;, Phone No.11-7 S09 Name ofArchiteciSJ4�Aj& kg"UN AddressMo)6 qqVQ&,eavj Phone No(, 3 13x3 lYa(-, Name of ContrabtorENVy c. AddresseW 1,11 CoA))c vj jhone No. 63 7 73 y 7V 7k 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * 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. STATE OF NEW YORK) SS: COUNTY OF_S1)AD'[k $tet- J�r being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contract Agent, Corporate Officer, etc.) of said owner or owners, an1s 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 t� day of 20 Il Notary Public Signature of Applicant TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2D-IB Scott A. Russell°suFFQ/r�� `]F01K1\M[WA`] 1E1K SUPERVISOR o I\v][A\NAG1EAM[JEN r]F SOUTHOLD TOWN HALL-P.O.Box 1179 16 Town of Sou th o l d 53095 Main Road-SOUTHOLD,NEW YORK 11971 'L CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) - -----_D0IES---T1F11S_-JPR03 EC T-INVOLV E—A-NY--®l -THE-lF®I-L®VVING�.----- - - - ----- - - Yes No (CHECK ALL THAT APPLY) ® A. Clearing, grubbing, grading or stripping of land which affects more ❑� than 5,000 square feet of ground surface. B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑�C. Site preparation on slopes which exceed 10 feet vertical rise to ❑d100 feet of horizontal distance. D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑E E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. E]E F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department-with-your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent.Contractor,Other) S.C.T.M. 'k: 1000 Date: Diana NAME- __U1 �Q `I-- • Section Block Lot FOR BUILDING DEPAR"I:NIENT t_Sr- ()NLY Contact Information �� ��"_T ri,via.u,m. v � 1 Reviewed By: '� y� v Propefty Address / Location of Construction Work: - Date. - - - - - - a - - - - - - - - ��j� QWApproved for processing Building Permit Stormwater Management Control Plan Not Required Q Stormwater Manageme,it Control Plan is Required El (Forward to Engineering Department for Review) FORM 4 SMCP-TOS MAY 2014 Scott A. Russell Qy 16 STORI�WWA71ER SUPERVISOR IOWA NA,.Gr1EI�MUEN T SOUTHOLD TOWN HALL-P.O.Box 1179 d 53095 Main Road-SOUTHOLD,NEW YORK 11971 ti Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT ZRK SHEET IJ ( TO BE COMPLETED BY THE APPLICANT ) - JAN 3 1 2010 - - --- - - - -- - - -- - - - —�-I O ES--I'E3[IS-PRO'J]EO T—INVOLV E--AIT—O F—'Il'H E—FOL-LOWY ds,M Yes No (CHECK ALL THAT APPLY) TOWN UY SOU MOLD ®® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑( B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑N E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ®® F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent Contractor,Other) S.C.T.M. #: 1000 Date: District NAME lf_ V bN mejt Gr)%}- Ili 01 66 /'�� -7 Section Block Lot S r-� " FOR BUILDING DEPARTti�llvNT ISL: 0NL�` Contact Information 2 �(l _7S ! � "1-7 /�/ Q. ra.oi,o,w�rxr Reviewed By: ✓1__4 G - - — — — — — — — — — — — — — — — — Date- Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — SOU,W C(� o �� Approved for processing Building Permit. {� ` , 1 Stormwater Management Control Plan Not Required a' r`�vL M Stormwater Management Control Plan i.,,Required (Forward to Engineering Department for Review) FORM SMCP-TOS MAY 2014 1 i Town Hall Annex Tele V 0 54375 Main Road 9g P.O.Box 1179 G Q r vvn. Oiai h n u Southold,NY 11971-0959 i0 olyc4U�,�� APR 1 8 2018 BUILDING DEPARTMENT. T _ .,?� F�,.�:��'�• i TOWN OF SOUTHOLD `�''OF S® 0� APPLICATION FOR ELECTRICAL INSPECT REQUESTED BY: Date: I 96A W IF Company Name: Name: If License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: (2' ? *Address: *Cross Street: *Phone No.: - F Permit No.: Tax-Map District: 1000 Section: Block: / Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) of A9V41'o-o.,t . f (Please Circle All That Apply) *Is job ready for inspection: YE / NO Rough In Final *Do you need a Temp Certificate: YES NO , I Temp Information (if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other I . *'New Service: Re-connect Underground Number of Meters Change of Service Overhead, Additional Information: PAYMENT DUE WITH APPLICATION - i - 82-Request for Inspection Form AAF 04`oG Town Hall Annex �� y� Telephone(631)765-1802 54375 Main Road -< Fax(631)765-9502 P. O. Box 1179 V? Z 1 Southold, NY 11971-0959 =� F BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: '— Owner: ate: •Owner: ` V- A \r Location,of Property: Please take notice that the(ch,edk applicable-Rhe): New commercial or residential.:structure '.. ... at '..ba «,y,Y47-rxyyF.t 'dL w •�.:.;r - -'Addition to exisi'RUdbmmercial or residential structOW', ti='s Rehabilitationo to exis&6`i r"i iercial or resideti%,!,;structure to be-constiuc� l'or performod.at the subjbct property reference abc3ve wil[ utfi[ e (check applicabWe63): Truss".typ&-construction (TT) D Pre-engineeFed' Vgod construction (PW) , Timber construtibt(;I`c ..' '� { in the following location(s) (check applicable Une): ` Floor framing, including girders and beams (F) Boof framing (R) F/ Floor and roof framingFR ( ) . Signature: Name (person submitting this form): Capacity (check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 ..fir! �.•�• •soy� f�l�ilt_-��ctG.�y�•F. r�� y „...-�#F,".:'�•• :+f��'•Sti•� c�:'�p.'y Y�,�_�(�C�GSM 1� 61. -d'r�'�;r�{;-� �>'�`+i3�'''G'� •r,L".tj,�;ti+�a���ytis. .s;3r'��'�`+ • w r ;„ G1;ixtlrSv ° Ytr'~•w• fa{t. ,c b�:rKa., �'• s +M'�.!�Yiila L "'hi•. �f+••':+Jf3S y�'•.qq:G'w,�y.if. t•.s.�s�t:��y� ��„y..4�rty�t ��1t.�t��r,' �.• • i ✓J '!l i y .cs7.+r„+` '✓,�•.�:�3.�y..tiY �'ftlf.C%c�•rti• S• tryf � tGI ?+V ;+� yR.y��W�T�y 11k�atit �{`+.�wh tt.. .L r�.t••S.t °"1t:?. i f'e'` r.`'.'i'" y�t'�GMr<7. :'%rS+ Y'Li J.�`^ i i';:•'. r� 1L��.'l :�.+� r7 .t Z,'t Jr+q� �?i r}i'•�S.^ X31✓r ,Lr. ?r 7 f=S� ,;� � f`F?,,; �tf fit„ r rf ztt'�t -s.rj �. �'. :. Cir t 4 � .:y t �• ., •f• G � y ,l It ` 5 a �t i•r ;: �3. '+''•;• Y s r .al rt-..moi i t ..t ,t •� :f. t �f: leis. A FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS •1�rrS�.ri�� v ".'liyr' �i titiii� ;�11 iio'' K BOARD OF SOUTHOLD TOWN TRUSTEES .:• > ' SOUTHOLD,NEW YORK :e PERMIT NO. 9153 DATE: JANUARY 17,2018 ISSUED TO: STRITZLER FAMILY TRUST ,1 N• a.rr PROPERTY ADDRESS: 955 SOUNDVIEW AVENUE,MATTITUCKg SCTM#1000-94-1-8 ,1111 AUTHORIZATION rz Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in 3. ' accordance with the Resolution of the Board of Trustees adopted at the meeting held on January 17,2018, and in consideration of application fee in the sum of$250.00 paid by Stritzler Family Trust and subject to the >�1 ^• Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits fi • the following: Wetland Permit for the existing one-story 1,186.58sq.ft.dwelling with seaward side 1,022.26sq.ft.deck ` and steps to grade; existing 109.68sq.ft.side deck attached to dwelling; existing 347.50 front boardwalk and 175.62sq.ft. rear boardwalk;existing 41.91 well house;and to construct a 53.03sq.ft.kitchen addition; a 63.16sq.ft.bathroom addition;and a 110.65sq.ft.seaward side deck addition; and as depicted ry� on the site plan prepared by Studio a/b Architects dated July 25,2017,and stamped approved on January 17,2018. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Sea]to be affixed, , and these presents to be subscribed by a majority of the said Board as of this date. =1y: L•' ti y yxt 01, :> •,_ lr't u�w^IIUE3,L��9�4'SA'�.19' 'sv�rr.,.sr.Y..aSYA\$m`hYau�Vl�f531�3•mLYd'v'JfYO,"wu4AA�:.PSP"Pfil•,`�Y.'+^�r.iYtYmit�l5�.ladvmli r:,w,:a.:.vey�fy�l�nl�•r•^.•_�.•..•yYmn••»aa�mw.k.p�rs�ll�'nr..,,srr..rvmve.�'1 ''� " L�JA ti".j' '� til-- �i =}'cf*•[.�''� `��' � '4 ,:i l'�%' ',Y�— ��.j' `�.�"'z ``v'��-` •�i 11 N t�:r I 1,��'; 1.'.� '' / r (11. - 1 1 ,i• •.�� 1� ,` se! S i.:,%t'. '�4.5�.ti::� •:h,,J1.�' r,�,, '�:! w .t:�v,�� ,.:, �� Michael J.Domino,President SQ(f)y Town Hall Annex John M.Bredemeyer III,Vice-President ,`O� Ol0 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas KrupskiQ Telephone(631) 765-1592 Greg Williams Fax(631) 765-6641 'yC' 0UN%��' BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 1663C Date: December 4, 2019 THIS CERTIFIES that the existing one-story 1 186 58sq ft dwelling with seaward side 1 022 26sq ft deck and steps to grade; existing 109 68sq ft side deck attached to dwelling; existing 347.50 front boardwalk and 175 62sq ft rear boardwalk; existing 41.91 well house,• and to construct a - 53 03sq ft kitchen addition,• a 63 16sq ft bathroom addition; and a 110.65sq.ft.seaward side deck addition and to construct additions to the landward side of the dwelling consisting of a 366sg.ft.screened porch with steps to ground,• a 190sq ft covered deck with steps to ground; 160sq.ft.of steps or walkway; and a 94sq_ft.mud room; At 955 Soundview Ayenue,,Mattituck Suffolk County Tax Map#1000-94-1-8 Conforms to the application for a Trustees Permit heretofore filed in this office Dated December 7,2017 pursuant to which Trustees Wetland Permit#9153 Dated January 17,2018,was issued and Amended on November 14,2018 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the existingoone=story 1,1 86.58sq;ft. dwelling with seaward side 1 022 26sq ft deck and steps to grade;existing 109.68sq.ft. side deck attached to dwelling;existing 347.50 front boardwalk and 175 62sq ftrear boardwalk• existing 41.91 well house; and to construct a 53 03sq ft kitchen addition; a 63 16sq ft bathroom addition; and a 110.65sg.ft. seaward side deck addition and to construct additions to the landward side of the dwelling consisting of a 366sq ft screened porch with steps to ground;a 190sq_ft covered deck with steps to ground; 160sg.ft. of steps or walkway and a 94sq.ft.mud room: The certificate is issued to Stritzl°er Family Trust owner of the aforesaid property. o Authorized 99nature J� FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: July 26, 2017 TO: Environment East (Stritzler Family Trust) - PO Box 197 Peconic, NY 11958 Please take notice that your amendment dated July 24, 2017 For an amendment to building permit 41221 to construct additions and alterations to an existing single family dwelling at Location of property: 955 Soundview Avenue, Mattituck,NY County Tax Map No. 1000 - Section 94 Block 1 Lot 8 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 39,640 square foot lot in the Residential R-40 District, is not permitted pursuant to Article XXIII, Section 280-124, which states that, on lots measuring between 20,000 and 39,999 square feet in total size, the minimum combined side yard setback is 35 feet. Following the proposed construction, the dwelling will have a total side yard setback of 34 feet. r" Aut ized gnature Cc: File, ZBA ",° BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ��OF so, 53095 Main Road-P.O.Box 1179 �O lO Southold,NY 1,1971-0959 Patricia Acampora > t Office Location: Eric Dantes Town Annex/First Floor,Capital One Bank Gerard P.Goehringer �Q 54375 Main Road(at Youngs Avenue) Nicholas Planamento - �'�100UM Southold,NY 11971 ® ! 1http;//southoldtownny.gov NING BOARD OF APPEALS JAN 31 2018 -TOWN OF SOUTHOLD Tel.(631)765-1809-Fax(631)765-9064 RECEIVE® .:a _ TOWN®FSOS,DELIBERATIONS AND DETER.WUNATION tEC Z MEETING OF DECEMBER 21,2017 , , ZBA FILE#7106 outhold Town Clerk NAME OF APPLICANT: Stritzler Family Trust_ PROPERTY LOCATION: 955 Soundview Ave,Mattituck,NY 11952 SCTM# 1000-94-1-8 SEQRA-DETERMINATION: The Zoning Board of Appeals has visited the property-under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to-23, and the Suffolk County Department of Planning issued its reply dated August 29,- 2017,stating that this application is considered,a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268,Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy, Standards. The LWRP Coordinator issued a recommendation dated"November 16, 2017. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the, records available to us, it is our recommendation that the proposed action is.CONSISTENT with LWRP policy standards and therefore is CONSISTENT-with the LWRP. Furthermore, the proposed structures will''not extend further seaward than the existing structures. SUFFOLK COUNTY SOIL ANDWATER CONSERVATION DISTRICT: This application was referred for an evaluation and recommendation to the Suffolk County Soil and Water Conservation District. According to a-report from the agency, dated November 9,2017 and included photographs of effected areas, an inspection of the property was conducted on August 22, 2017. The agency-technician.observed the property upland of the,bluff and bluff" condition having evidence of erosion. Additionally, some erosion was seen underneath the stairs leading to the base of the bluff. At the toe of the bluff, a bulkhead is installed which is intact and in-good condition.The District recommends that the homeowner consider working with a civil or environmental engineer specializing in erosion and shoreline remediation. The observed condition of the bluff, as well as the erosion leading to a neighbor's property pose an immediate resource concern, and would potentially worsen during construction. During construction, it is recommended that heavy machinery, equipment, or supplies be stored or used a minimum of 25 feet setback from the bluff top edge. Due to the nature of the,construction plans and the footprint for construction, it is necessary that every alternative to using heavy machinery be explored on the north side of the construction. _ PROPERTY FACTS/DESCRIPTION: The subject property is a non--conforming 35,201 square foot waterfront parcel located in an R-40 Zoning District. The parcel measures 100.64 feet fronting Long Island Sound along the northerly property line, measures 100.55 feet fronting Sound View Avenue along the southerly property line, 352.54 feet on the West side and 362.33 feet on the East side. The parcel is improved with a one story frame house h Page 2,December 21,2017 ' #7106,Stritzler Family Trust . SCTM No. 1000-94-1-8 with deck, a well house, a concrete court, a gravel driveway, a wood walkway, and stairs going down the bluff to the beach. All is shown on a survey prepared by John Metzger LLS dated October 16,201,2. BASIS OF APPLICATION: Request for Variance(s) from Sections 280-116 and the Building Inspector's July 26, 2017 Notice of Disapproval based on an application to an amendment,to the Building Permit No. 41221 to construct additions and alterations to an existing single family dwelling; at 1) located less than the code required 100 feet from the top of the bluff. RELIEF REQUESTED: The applicant requests,a variance to construct additions and alterations to an existing` single family dwelling, including a bathroom and a kitchen addition under an-existing deck, which will maintain y the existing bluff setback of+/-57 feet where,100 feet is required. ADDITIONAL INFORMATION: A variance was granted in 1964 to permit the construction of a detached garage in the front,yard. The applicant's agent submitted a letter agreeing to adhere to all of the recommendations for - environmental protection and conservation by Suffolk County Soil and Water. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning"Board of Appeals held a public hearing on this application on December 7,2017 at which time written, and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to,be true and relevant and makes the following findings: 1. Town Law &267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of waterfront homes on top of bluffs.The dwelling has a non-conforming setback and the deck addition,kitchen addition, and bathroom additions are landward of the existing non-conforming bluff setback. , 2. Town Law &267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The construction of the structure pre-exists the bluff setback regulation and most of the structure is less than the required 100 feet from the bluff. Any additions and alterations to most of the house require the benefit of an area variance. 3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 62.4% relief from the code. However, the existing structure is non-conforming and the additions are landward of the existing setback. 4. _Town Law 4267=b(3)(b)(4) No evidence has-been submitted to suggest that a variance in this residential ` community will have an adverse impact on the physical or environmental conditions in the neighborhood,provided the applicant complies with the recommendations of Suffolk County Soil and Water, as conditioned 'herein. Additionally,the applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law &267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in, effect and it is presumed that the applicant had actual or constructive knowledge,of the limitations on the use of the parcel under the Zoning Code in effect prior to or'at the time of purchase. It is recommended that the owner practice safeguards in order to prevent any further erosion to the property and bluff area. 6. Town Law &267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a renovated house while preserving and protecting the character of the ` Page 3,December 21,2017 ` #7106,Stritzler Family Trust SCTM No. 1000-94-1-8 , neighborhood and the health, safety and welfare of the community. Any improvements to the residence would require setback relief from the bluff,since the residence was built within,the 100 ft. bluff encroachment. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dantes, seconded by Member Weisman (Chairperson), and duly carried,to GRANT the variance as applied for, and shown on the site plan and.project plan(page'C.01)prepared by Hideaki Arizumi,Architect, dated July 27,2017. SUBJECT TO THE FOLLOWING CONDITIONS: 1) The Southold Town Engineer shall review the entire property, as well as the letter from Suffolk County Soil and Water District, dated November 9, 2017 to address agency issues and ensure that all improvements comply with Chapter 236 of the Storm Water Management Code. 2) During construction, no heavy machinery, equipment;_or supplies may be stored or used at less than a- minimum of 25 feet from the bluff top edge That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any,deviation from the survey, site plan andlor architecturld drawings cited in this decision will result in delays- andlor a possible-denial by the Building Department of a building permit,,and may require anew application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action;does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is.de,minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes:Members Weisman(Chairperson), Goehringer,Dantes,Planamento,and Acampora. This ution wa&.uly adopted (5-0). Leslie ands Weisman Chairperson Approved for'filing Z•0—/2017 tis` �1;a T.4eievi*g Tad 31 �o�ad�a� cut�,vre J. Environment East, Inc. 2885 Indian Neck Lane P.O.Box 197 Peconic,New York 11958-0197 631-734-7474 Fax: 631-734-5812 /� F b/`n September 25, 2018 RECEIVED I ! i� Southold Town Board of Appeals SEP 2 5 2018 P O Box 1179 ZONING BOARD OF APPEALS Southold, NY 11971 RE: 955 Soundview Ave., Mattituck, NY Dear Board Members, We are requesting a "deminimus ruling"for the project on review by the Building Department for the construction of a screened in porch with entry to the existing home and a swimming pool. The only part of the project that falls within the 100' set back is a small portion of the connecting entry. The balance of the project is outside this area. In December of 2017 a Variance (File#7106)was granted by your Board to construct a kitchen addition and a bath that fell within the setback area. It was determined that these would not have an adverse impact on the neighborhood or environment. In 1964 a variance was issued to build a garage in the front yard, but was never constructed. We are making this request because of the minimal portion of the project that falls within the setback area as well as the previous determinations by the Board. If any additional information would be helpful or if I could meet with members of the Board. please let me know. Sincerely, Peter Stou n urgh �y '' �'/teOPhUtht/� ffe Twt I®r-, e �a�ad�r��crr�. de Fevre Ujj T4 Environment East, Inc. 2885 Indian Neck Lane T P.O.Box 197 Peconic,New York 11958-0197 631-734-7474 _ - - - - -- Fax: 631-734-5812 July 18, 2017 Southold Town Building Department P 0 Box 1179 Southold, NY 11971 i RE: Permit#41221,955 Soundview Road, Mattituck To Whom It May Concern: At the request of the owners,Stritzler Family Trust,we would like to amend the above noted permit to include the additional work as detailed on the attached plans. If any additional information or are needed, please contact us at the above numbers. Thank you. Sincerely, D L5�i5a V \/ J5 D Peter Stoutenburgh a� JUS 2 4 2017 BUn DMG DEPT. TOWN OF SOUMOLD k Tait e0l" Environment East, Inc. 2885 Indian Neck Lane P.O.Box 197 Peconic,New York 11958-0197 r 631-734-7474 - _ - - Fax: 631-734-5812 August 29, 2018 Southold Town Building Department P O Box 1179 Southold, NY 11971 RE: Permit#41221 To Whom It May Concern: Enclosed is the plumbing certificate covering the work done under Permit#41221 for the Strizler Family Trust residence. Please let me know if any additional information is needed. Sincerely, p Judy McAfee 4 D V AUG 3 1 2018 BIDING Dom. TOWN OF SOUTHOLD N STREET ADDRESS: 955 SOUND VIEW AVENUE ` SURVEY OF PROPERTY „yt� 1006 AT MATTITUCK �$ TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y” w 1000-94-01-08 SCALE 1=30' ay6 OCTOBER 16, 2012 .s' ti W 1� 13 Cherry 4 53.8 NG �' 5 1a"Loau nn sable 8" Cherry 2 5 Sa,ernt + p. 1"Ch �\ 59.7' �� 'nl ur1 h� 111N O 6 N ••' '•• 8"Cherry + 9'Cherry 5f5. may, n 8!Cherry '`\o VN a" 49. W Cherry • 4 1.2' 48.3' Tr''a a .4' Cp�NT 8' T call) \ "Locust No Q AREA = 35,201 sq.tt. to tie line IL y� , +=SPOT ELEVATION 11'M berry 4.4 1O�Gj5 CONTOUR LINES AND SPOT ELEVATIONS ARE .p REFERENCED TO NGVD. COASTAL EROSION HAZARD LINE FROM COASTAL N EROSION HAZARD AREA MAP PHOTO NO. 58-541-83 ,eR°`' 1010 ° 4&2' FLOOD ZONE FROM FIRM MAP NUMBER 36103C0143H e� SEPTEMBER 25, 2009 $o / • N.YS. LIC. NO. 49618 $ ANY ALTERATION OR ADDI77ON TO THIS SURVEY IS A VIOLATION ECONIC VEYORS, P.C. OF SECTION 7209OF 7HE NEW YORK STATE EDUCATION LAW. (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CER77FICARONS P.O. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 11--213 D • JUL 2 6 2017 BUMDING DEtF'I'e TOWN O)F SOUTHOLD APPROVED AS NOTED A2,-� studio alb architects DATE: N B.P. fJ 661 Wool!Mom Street RI-boad,NY 11901 46-3-+} 631 5912 ee_ 6313231426 402 FEL. —qc;b f By' 4-- A LACE REP GED RAIL 4 OTIPY BUILDING DEPARTM I LA F1, H S. SECKING& A -1802 8 AM TO 4Pfv1 Z KT 765 JOISTS REPRACED Ronald Stritzler -7 FOLLOWING INSPECTIONS: NS StI Avenue First Floor EXISTINGBENC 1. FOUNDATVI­TWC� MI NY -JOBEREPAIRED.7-- DECK----- Ej r- TE_KI O's REPLACED—_E -D CONCRETE 2L, --_CK _C M FOR 11 EXISTING POURED PL, B GIRDER' DEA,7 A mw=w 2. ROU EXISTING 4X4 GH - FRAMiNG & PLS 1B --------- F COLUMN TO -Z 3. INSULATION REMAIN.TVP HAL' GODES OF J_ A. FINAL - CONSTRUCTION J & TOWN CODES v BE COMPLETE FOR C.O. IN E VY ------- NUTIONS OF �.:-i 1�j F D q�l U, ALL CONSTRUCTIO Ilii AS REUJ; - �co IN�01 10�, —H— I& U15 REQUIREMENTS OF'fffF IUwiI '�Nr � 5 :B AR, rg�secfidrflsT R I r—N-61 soul �Owml _- YORK STA9 BOARD Qot- DESIGN OR CONSTRUCTION ERRORS. NG TO\qN�PLANIN� 4 R I :Z�� WRR ON M r Y EX CTING WALL OF L ISTINGHOUSE SH ATHING u Partial Deck Level Plan IE{�$kB AWFUL EXISTINGWAL kjSE jcgE EXISTING HORIZONTAL -f af N% Des-ption Dat, ON LOCUST COLUMN GES To REMAN EXISTING FLOOR 0'/q-1-UP 777 -,777777777777 7 C)F 'EDT. DECKJO First Floor A-, -EXISTING 4X4 TREATED COLUMNS TYP. TO BE PLUMED AND REINFORCED WITH BRACINGS- I-A -T E -a NEWJOISTKINGER EXISTING FLOOER JOISTS OVERHANG IF NOT TO B DETERMINED L:- Ibz lil-d NEW 2XII ACO LEDGER EXISTING ZX WRB ON ------- EXTENDED WALL SHETMING EXISTING 2xX PLATE CUTTHETIP FOR NEW 2X12 INSTALLATION ---------- ---- - NEW 2x12 J P EXIST114FOUNDATION� EXISTING.SILPLATE IDUSTIN13CMU WAIL &&IG BASE' r posed Section Q North Wall wl Deckina 11/2" V-D" % % Lower Level Plan PROJECT Stritzler Residence EXISTING HOUSE EXISTING RAILING TO BE REPLACED EXISTING RAIUNG To BE REPLACED Deck Repair ]STING NOUS— EXISTING HOUSE EXISTING RAIL TO BE REPLACED IJ 'sn"o—To North Deck Repair Plan EXISTING LATTICEPANEL To BE REPAIRED EXISTING STAIRCASE TO REMAIN Project number 1660 III -Nd sTAIRZASET6 REMAIN Dot. 1213116 I D�by HA I I m 111, -IIIE''M m".-Fir, =1 fit I=I I I=Fj F1 I 71 r—,-,,-1 GB CroI by i^Deck Ej�s%ElLvBlbon 6 Elevation I North ?,,,tF1ILva1on A.01 Deck C3�p I studio a/b architects (A.1) (A.2) 3 A.4 A 1 A.2 (A 551 West Mair Street, PROPOSED KITCHEN ADDITION 6315912 2 17801 67.13 SF 631 597 2402 3231 PROPOSED DECKADOITION B3nroCstuGoatrarchdects corn 111.16 SF Ovner NG IS�NB SO��lB ��� i — I ,a-„.I� _ SSntzller N Family Trust tLO" �EUHE p _ —=1 Roslyn Heights,NY 11577 1p0�E A-9 b -TE---�- EJ(ISTING DECK Sl Famed yT-I <J� ddd �� ___ -- Uo Jan SNlber Ferisler 13.3 - B.3 - - - - 414 E86 hSheetApt 25B TAX MAPO'ION-94,11-6 Md 1-B ZONING R40 FLOOD AREA:ZONEVEANDX (PROJECTAREA IS IN ZONE X) LOTAREA TO T.LE LINE 35,201 SO FT. B.2EXISTING FIRST FLOOR - - - _ BUILDMOAREl LOT AREA TO CEHA SNE 23,00350 FT __- _ _ _ _-_ - DECK 11.21116SO.FT - DECK 1219 97 SO.FT. TOTAL 2.431A9 SO FT. LOTCOVERAGE 2,43119723,043= Z p.s — \ � A.q n Existing First Floor. n Proposed First Floor D.>• 2 118"=1'-0" 'o N A.1 A.2 A.3 A.4 A.1 A.2 A.3 A.4 EXISTING DECKABOVE ED K B.3 E Z c6S E OS ON D U O •I — I SPacESEDCRAH7L n BELOW KITCHEN _ PROPOSED No. Deecdpson Dam _ _ BATHROOM IM 'ry ADDITION -_ __ __ - -__ - �28 SFN O EXISTING BASEMENT FLOOR_ O DECK N FLOOR KITCHEN ADDITION C y -04B2 DECK ADDITION o `6 V SIO tis A 1 WIXISTINO ell20.3' TINC) BA EsMENT ,s '_ .. LEVEL DECK Z o FIR TFOL ROLORSE _ 23g — V' = FEL 60.9' 15T - . /// - _ "� r 4 Existing Basement 5 Proposed Basement Plan STING (Glw� _ m 1/tl"=1'-0" D ✓ _ - IRST FLOG roll gi m KITCHEN EXISTING DOTRON ADDIRON EXISTING Z x d M . 0 w or t� 90 d ` DECK DECK F •3" ADDITION ADDITION v6 41 First Floor MOMFirst Floor WELL 0'-10310 4 60'•103/ l _ — _ _ _ HOUSE > _ _ _—I 11—I 1 I—I 11—I i f—I i I—I 11=111=11J=1 I d — I I—I I I—I I I—I I I—I Mir-I I—I I I—I I I��'f�l 1=1 I I—I I iT'i—rTi—r,i—iTi—iTi—iTi-7Ti"�—iii—iii—i _ f--1 t =71=7rBasement _— 1=1 I7=7I _— _ 7'-41/4"�1 ^Proposed West Elevation _—III—III—III—III—I I I�I I—III-1 I I—III—I I I CONCRETE1'-0" _ _ _ —III—III—II I—I f—I 11 I-1 I-1 I I 11—III—I 1 I—I 1 I—I 1 I—I 11 1=1 11=1 I I—I 11=1 I I-1 I I-1 I M11=1 11=1 I Ffl I I-1 11=1 I I PROJECT —I 11=1 11=—TI I-1 11=111=1 I I I — Im�16d�1 I1=1 11=1 I I-1 I I-1 I I-1 I I-1 I I-1TI� Stritzler Residence [STING v — — �Ioor� eo'=1103/1" Project Plan b y 100.55 D , 561°51.�"W (T70 CHA EON U HELEVATION) - - - Basement JUL 2 4 2017 51'-41-� Project number 1713 �{Fc Data 7/23/17 SITE PLAN IS BASED ON SURVEY BYUG t EXISTING ADDITION EXISTING g AVEC Dram fin, try PECOMC SURVEYORS,P.C. D t 11 DER EXISTING D K Checked SY GB DATED OCTOBER.16,2009 V souN WELDING Dom'. TOWN �� �?� n Proposed Fast Elevation C.01.O J Proposed Site Plan S'Y 1'� qJ 2'T v 1�"=1�-0�� (V- 1 1"=20'-D" � scam As indicated � 'I i studio a/b architects A.1 A.2A:3 A.4) A.1 A.2 A.3 A.4 651 Wen Main Street, PRO POSEDKrTCHENADDITIDN Riverhead a 17801 5713 SF 631 581 2402 631223 426 PROPOSED DECK ADDITION Inkestu0°abaahn°ct- 111.15 SF __ {A��SDtiND 1p0�° Stit y I 16'-„•.rl StitrJer Famil Trust t�N� IS 51 Sbnup Lena 00� t+EVNB .3 SOWN F=dY T11st B.3 -- =- - -_ - == N YC*,,NY 10028 z6 B _ TAX MAPA'100044-1-8 --- - - --- - -- --- - —__ _ - _ - ZONING R40 ODAREA NEVEANDX FLO(PROJECTAREA Is IN ZONE X) LO TAREATO TJE.UNE 3520160.FT. AREA TO T _IXISTINO FIRST FLOOR- BUILDING AREA. UNE 23,073 SO Ff. 9 s�/ �•----_-_- ___ __-_ _ - - _- _ -_______-_ -- - _ _ - - - - - - - = HOUSE'1.271,B SO FT. B.2 -_- - -” _ __ _ _ _ _ _ _ _ _ DECK 721953 D.FT. LOTCTOVERA E109531.ig/23,043- p•fi o _ _ __ __ _ _ _ -- - - _ _ _ _-_- 10.55% - A� NN - Z A S - E p° Existing First Floor 3 Proposed First Floor 2 118"=1'-0" 1/B•=1,-D" o 47 � GP8t3'FF- A 1 A.2 A.3 A.4 A.1 A.2 A.3 A.4 EXISTING DECKABOVE B.3 - 6.3 - OS ON D 11 E 0 PROPOSED CRAWL - I PROPOSED 17a 1MSnipBon Doh SPACE _ C' $ T — BATHROOM BELOW KITCHEN ADDITION m -_ __ - - ADDITION _ __ _ - _ _ _- 6326 SF r I BELOW o ZO E ----- -------- - - - - - - - -_ - DUSTING FIRST TING BADECK SEMENT FLOOR _ - FLOOR KITCHEN ADDITION \ y O B.2�--- B•2 - - - _- _ _ - b b90 DECKADDITION V, g T _ _ _ _ EXISTING _ DECK EXITING _ BASEMENT Y '0p = 1 STORY LEVEL DECK D -- - ---" -_ -- - w 0 _ F�j a R f t5r -4 r- 4 Existin Basement 5 Pro osed Basement Plan IsTFioo rl 1 1/B"=1'-0" 116•=1'-0" •M KITCHEN KITCHEN EXISTING ADDITION ADDITIONFri IXISTING S M �b - a � � Z r �O d YL DECK DECK 1 -1ADDffiON ADDffION F Z g v V� rst Flo�. m Ffor First Floor # 0'-10314"WELL 60'-103/-4"L1 HOUSE _ _—III—I I H I I—I I—I I—I 11-111-1 L1� ED I d —I I— I i—III—II I—II I—III—III-1 I I�t�'14�1�I�I I—I I pq -I 11-1 I I—I 11—I 11—I i I-11 I—III—I I ISI I I—III-1 11—I 1 I-1 I ISI I I� I�- -+I—r�-Basement =_—�— 11=1 I I=1 I I—I 1157'-4 7 V N Proposed West Elevation CONCRETE _ _—I I—I I—III—III—III—III—I 11=1 I I—III—III— 7 —I I-1 I� 1—I I-1 1—III-1 I I—III—I I I 1 1.I I I.I I I—I 11 —I I f=111—I I—I I—I I-1 11-1 I I—I 11—I I -1 1—11=n-1—1 f 1_I I(-111—I 11— PROJECT 1=1I I-1II-1I I-1I I-1I I-1I I-1I I-1I I-1I I-1I I-1I1=1I I-1I-1I I-1I I-1I I-1I I-1I I Stritzler Residence V7 SI 18TIN �. v 8 Project Plan D 100 (NO CHANGE ON L ATK3r� Basement 561°51.00MI - — -— _ - - 51'-4114"-V J U L 2 4 2017 DabD number 1 113 Dam 7/23/17 EXISTING ADDITION EXISTING Dfa.n by a 1A'pV1EW pVEN�E U DEREXISTINGD K Chocked by GB SITE PLAN IS BASED ON SURVEY BY DATED OPECONICSURVEYORS,P.0 • .0 DATED OCTOBER 16,2008 OIJIv �T c S B�JDJ1\G DE . 8 Proposed East Elevation F =1-0" Proposed Site Plan"=20'-0" TOWN OF SOUMOLr ` scam As indicated I i studio alb architects (A.1) A.2) (A-3) AA) A.1) A.2) (A.3 A.4 651 Woof Main StreeL PRO R OPOSEDKRCMENADDRION , R311d, 11901 ); 6713 SF 659131 69,24222 � 831 323 1428 PROPOSED DECK ADDITION Info($otodioaba�diHede.crom 111.15 SF in Stitzler Family Trust 1a-Ira / - 61 sryn HeStlrlup Lore fT— Roights,NV 71577 rEVpB ➢.a I --�=1I --EXISTING DECK MaMng address Q ➢.s b 661r1er Feeney Tnmf �OQO _.T-3'— Uo Jen Stntber Fender Now York.NY10028tz6B _C yiH`N P.�R ➢.a _ __ ___- _-________ °__. -______:-_x- -� =100 `I _1 = _ _ - _ - ____ 1G TAXMAP" 10DO-04-141 ZONING R40 ZONEVEANDX (PROJECT AREA Is IN ZONE X) ➢➢v __ __ - ""___" __r-_- __ "- - -,__-__-_- _ _ _ __ LOTARFA TO T.LE UNE 35,201 SQ.FT. ➢'M/ _ _____ __ _ _ _ _ __-- _ -r __ _— _ _ _ _ _ _ - _ _ _ __ _ _ __-__ LOT AREA TO CEHA LINE 23,043 SOFT. IXISTINO FIRST 1L00R - - ➢.em __ __ - - _ eUILHDOINUGSEAR1E,2A B.2 B.2 1 118 SD FT. LOT COVERAGE' VEAG. SQ FT.9@3243 1055% B N E a N 2 Existing First Floor n Proposed First Floor m a" 1/e"=1' z I A l A 2 A.3 A.4 A.1 A.2 A.3 A.4 EXLSTINO DECK ABOVE TOP OF BW B.3 - B.3}— - E6K 2 = SPROPOSED No, ON D LI E I el I PROPOSED CRAWL CO SY O (' SPACE -_-- BATHROOM Deacdp8on Deb TI BELOW KITCHEN _ ADDffbN - m ADDTION - -- _ 6326 aF r ---- - _ _ BELOW ZO E r - ---- ---- I - - - ---_- ^ EXIsnVLOOR O = IXISnNO BASEMEN FLOOR_- - - `j FIRST EC FL KfTCHENADDITION " b % QO _ DECKADDRKIN C, EXISTING m 21.1' -_ -'_-- - -__ - lU3 rn � o 0 0 �2• ___ _ - EXITING BASEMENT STORY = LEVEL DECK D l w FRAMED HOUSE 6, _0 - 3FFELF609'R str '"fi I- 4 Fa119t1n Basement Proposed Basement Plan 6TING M 1le"=1'-0" 118•=1'-0" TI _ IR FLOOR ,eat m ` ' C KRCHEN KITCHEN rn g EXISTING AODRION c ADDITION EXISTING Z I $LL -I4ale"I tZi7 m as$ 3 1 o I W P, (n urO O a+ DECK DECK D � d'•4 v\ �� ADDmON ADDITION lFirst Floor First Floor C e I � 0'•10 314"® 60'•'�374"u WELL HOUSE _—III—III—fit III—III=1 11-1 I LE ITI 111,011 'I _ I,;,III;II / — 1—�1�_ i�1�I-B�5 m�en�t 11—III-1 — I III—I 1151- __ V o — n Proposed WestElevadon COUR 'E _ —I I—III—III—I I IIJ17=I'�1 11-11 1 —=—I I —III— 1/e"=1'0" l =1 I I=1 I—I 1=1 I—I 1=1 11=1 I—I 1=1 1-1 I—I 1=1 1=1 I I f=�_=1 II-11 I-ITL 1 I f=_i r=-,11 f- -I 11=1 11=L—I 11=1 11=1 11=1 11=1 11=1 I I fl f—I 11=1 11=1►I-1 I1—I 11=1 1=1 11=1 I PROJECT _— = Stritzler Residence 171-1r I IsnN DIVE 1. First Floor I so'=+o3/� Project Plan D 1 10Q.55 JUL 2 4 CHANGE ON SOUTH ELEVATION) Iy Basementt 561.51 2011 -41/ 1 Pitied nu.b r 1713 Data 17 SITE PLAN 15 BASED ON SURVEY BY �1r.f vENp� }@ II SXISTI ADDmON EXISnNO Drawn by 7Iz31 PECONIC SURVEYORS,P C. ,1N1f1 vJew X yy ��/r 19T.*LRf Chadod by GB V V BUILDINGDEPT..L U DER EXISTING D K /� DATED OCTOBER 16,2008 rg�O �o, D 1/8 =1'-U" C.01 O I O H�.dBUI T�. .J Proposed East Elevation _ S 9 V 1'r ®Y �® 8 1 PtD IS Sita Plan � 1"=20'-0" Scale As Indicated I ,i A.1 A.2 A.3 A.4 A.1 A.2 A.3 A.4 studio a/b architects PROPOSED KITCHEN ADDITION 651 West Main Street, 57.13 SF Riverhead, NY 11901 PROPOSED DECK ADDITION 631 591 2402 . . . 1 ­ 11 . . ... _0000. 111.15 SF .... - - - - . _. _ - - " mf tudloabarchltects com ...______----.. ._..._.... ..... .._..___-- __... _ . _. - 0000 _..._ 0000. 0000. .::.:"-::0000 ._.......... _ 0000 .. ... � .... . .... _:::_:.::::.: ..:..._.::: _::_:_::--::::.::.-.-:. .:::::::::::_::::....:-_:0.0:_00._:_:--------::_:...::T��___:---_:---:_...-------_:___:::::_:_:-_..-::.::-0000:._:=::,:_::=:::-::_�:: ' _.._0000 - _.......__.................. ....: -------- -----.0.00_..:` _ - --------------0----`. - " - I -:0000 . N - - 000 .. _ ._0000_.._.._0 000... ........... . . .." 0000 . .. Owner S 0 U N D Ooh app .-..----- Stritzler Family Trust N -- _ .... Y S __ ,' - __ _. _ _ _ -_ _ _ __ __. ___ -__ __-.-_._____. _..... ... ..........._ __-_____ ._ -- __._ __ .____ _ __ __.___-.____ ___.. _._ .___.. __ ____ __ < < . G . ............ . 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EF : . .... . .. . .....___ - - - - - ~./'� - / l 0 ... .............. ..... ..0000... ..._; { _ ___.�.. _ 00 _ 0000 ... .. y�IP� - .- _ ._. _. .. . _..__ -- -- 00 1 - Site address: -0000 . .------" -----------_._ ---------------- -0000 ~ .0000 ._. . . _ . 0000 __.I..i. ._ _ 955 Sou N 0000: =- -, - -- - - - ndview Avenue Mattituck NY 11952 N G............... ......... . . / -. __..__._-_--._____ _ ----- __.-`---._-_000__0.______ P - _0000.... E __0 0--..-- __ L.D.K. - - - - - - - .. -00.00... __.0_._0_= ______.�_ ,� ------- _..- ---- ------ - ------ __'___----- - -__.-_.__.. -- / - 0000. ................ 4 `0000:-.::_-::.:.:: ..�::�:.:: : � - w ; _ ~ �/ - - - _.._._0000__.._0000._0000 .: I _................ .__ "--.. 0000.. ... ....-.-0000. -__..___.- ._ 000:0 _.:_.:.:_..::. - - TAX MAP#: 1000-94.-I-8 �-- ___''- .�-•' � � _. _._.:.......___-___._._...._._..--..__..:__._:._.:_:_...---=---___ _-- ___-__ _:.. . -- --"--"- ` - ------` -_a _0000:-0000.-0000".:__"":: > - --.._ �.__ ._� .. ____�'_ o'Z ...:._ .0.::....0110...._;; ..11...10...0... 1.1..1..................... 0000.. --- -- /--- ` "//� / EXISTING FIRST FLOOR - - ZONING: R40 . `_-, i '/.e��, :::: LOT AREA(TO T.I.E. LINE): 35,201 SQ.FT. .... ...... ..........1010............ ... .. 0000 ... _- ....00.00...._...._.. _..................... .. _....... ._........._. _._ ........................ ... f___�- -� i ;! !� 9�j B.2 ___._ _.._-0.0.00._..______ .--_-----. - 6.2 : : ::: NC(AS EXISTING) -- _ `l,'l, /- _-f $� V-_- LOT WIDTH: 100.55 FT. NC(AS EXISTING) -./ ./ -- o-/� - . . . .... . .. w _. _ LOT DEPTH: 352.54 FT. - ___ -- __0000.._. .. --- _ _ FRONT YARD: - :- i%../ .-% Z / cfl -- ._....:..:_.__:_..._:::_: _00 0 0.._0 000.. ­0_1_10­10 - _ ._ -- - ------ - .. SIDE YARD: 15.7 FT. ' '" '-,` _ _" - _:..: - - - N ( S EXISTING) _/ --'`--- i'''ce/-,��-9Z (� _ --00_00. ___`--_-._ - _0__0.._.0___0. -- Room -.1--, -.---Room-2 .--- throo 1 --.-.- - -.-- Master Bedroo __- /---_ N� �..- ~~- ..-- ._-- 000-0 ,.----~-- �__ _,� -' / N __-..._........................ ::::::_-_::_-:-.X_.��":-:::::.: _. REAR YARD: 151.6 FT. sz I'� o ..0001...:.:0"000-::-- _.. - -----w ---------------- BUILDABLE LOT(TOCEHA LINE): 23,043 SQ.FT. -- �/ ~' :TJr ~'� ! o _ -` �-I i tS.. rooBUILDING AREA: _...........__0000..._.. ~ .. -." :-:-- --0000_'_....:..._- 1,211.16 --- _ _' _ ~ - /a / _.. -- - /I I DECK: 1 2 9.93 SSQ FT _ / / - ­�� )) _ k-C� .' - - - - - .. .. . ........... _ _., ..-............ _00.00_.. ---___---- - - - LO /2 43 _--- _" _ = ,�-/� __-__----�_--_;�:-�• .� __ �- -.._ __ .,,----___'- /"/ ,!--'`:-=- °... !%'- T COVERAGE: FT - _. RAG 0 ... .......... . ......... �... SQ _0000 . • 2,43 - / � _ _ -�'"i %.. .'ov% Exist n First Floor Pro osed First Flo r BUILDING HE 10.55%9 3 - ---- . ._ -" =f 'i _~ i O HEIGHT: 1 STORY, 0 ____. __- __- __. D E CIS_- : - -' :f �" ---- _ _ 15.5 FT GRADE TO MEAN ROOF HT Iv --_----_-- _ __ -ELI �"_ -' - - 1/8 - 1 -0 l f 18.75 FT GRADE TO RIDGE C) ` _----- _. -_--- - __- - _ f _,- I - _ - _ Y _�- =- (BOTH AS EXISTING) -- ~ _ _ ~. -- _ _- _ =. _.__ _ --- --- _ _.._-..__. .2 FL ::;;____ A 1 A A 3 A 4 A. A.2 A.3 A.4 FLOOD AREA ZONE VE AND X _ ----= = "-= __ ------ -- - BLUFF I ! (PROJECT AREA IS IN ZONE X) - J EXISTING DECK ABOVE - - �_ _ ©P _O_D __ T �- - - -_ _ _-� I B.3 B.3 ___ ___ a . a. - E K E -TIN 1 S _ X TOP F BL FF io,X 12' a / 11 -..----`- --------. - -- ,: =, = 2'- 1" 5'-9 3/4„ - ________:__ --_..:____.__:__._--------------------_ .._____________:._ . PROPOSED CRAWL _0000.._ _.. p LINE - __- _ . 0000_ . . �ON "A1_ I -.. __.._...__. _ . _ ,0 00 0._. e SPACE -__ - - - - PROPOSED E S r -S#o�age......... "_... -Utiht - \ r y , - BELOW KITCHEN - -_ BATHROOM .::: .,.::::... _. ST ------__ _-- - ---_-- - --- PROJECT: GENERAL NOTES: BUILDING DEPARTMENT NOTES: LIST OF DRAWINGS: studio a/b architects Renovation to Stritzler Residence THE FOLLOWING NOTES SHALL APPLY THROUGHOUT. EXCEPTIONS ARE SPECIFICALLY NOTED ON THE FOLLOWING NOTES SHALL APPLY THROUGHOUT. EACH DRAWINGS. - 1 /8 T.01 TITLE SHEET 651 West Main Street,1. ALL WORK SHALL BE EXECUTED IN FULL COMPLIANCE WITH THE APPLICABLE PROVISIONS OF ALL 2 /8 A.01 Site Plan, Floor Plans Riverhead, NY 11901631 591 2402 1. ALL WORK OF THIS CONTRACT SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE LAWS, BY-LAWS, STATUTES, ORDINANCES, CODES, RULES, REGULATIONS,AND LAWFUL ORDERS 3 /8 A.02 Elevations 631 323 1426 Owner: NEW YORK STATE (NYS) RESIDENTIAL CODE OF PUBLIC AUTHORITIES BEARING ON THE PERFORMANCE AND EXECUTION OF THE WORK. Stritzler Family Trust NYS ENERGY CONSERVATION CONSTRUCTION CODE THE CONTRACTOR SHALL PROMPTLY NOTIFY THE TOWN AND ARCHITECT/ENGINEER OF ANY 4 /8 A.03 Building Sections info@studioabarchitects.com NYS FIRE CODEPORTIONS OF THE`WORK IN THE CONTRACT DOCUMENTS THAT ARE AT VARIANCE WITH THE 5 /8 S.01 Structural Notes,Typical Structural Details 955 Sound View Avenue, Mattituck, NY 11952 NYS PLUMBING CODE ABOVE. /8 S.02 Decking Layouts Owner: NYS MECHANICAL CODE 2. ALL MATERIALS,ASSEMBLIES, FORMS METHODS OF CONSTRUCTION AND SERVICE EQUIPMENT 7 /8 P.01 Plumbing Layouts NYS FUEL GAS CODE SHALL MEET THE FOLLOWING REQUIREMENTS: 8 /8 E.01 Electrical Layouts Stritzler Family Trust APPLICABLE SUFFOLK COUNTY HEALTH REGULATIONS AND STANDARDS a) THEY SHALL HAVE BEEN ACCEPTABLE TO THE SOUTHOLD BUILDING DEPARTMENT. TOWN OF SOUTHOLD REGULATIONS b) THEY SHALL HAVE BEEN ACCEPTED FOR THE USE UNDER THE PRESCRIBED TEST METHODS BY 1 51 Stirrup Lane OTHER AGENCIES HAVING JURISDICTION ON THE WORK OF THIS CONTRACT, THE REGULATING AGENCIES. Roslyn Heights, NY 11577 3. MATERIALS OR ASSEMBLIES REQUIRED TO HAVE A FIRE RESISTANCE RATING SHALL COMPLY Site Address: 2. DRAWINGS ARE NOT TO BE SCALED. USE DIMENSIONS ONLY,ALL DIMENSIONS AND CONDITIONS WITH ONE OF THE FOLLOWING: Mailing address: 955 Sound View Avenue, Mattituck, NY 11952 SHOWN AND ASSUMED ON THE DRAWINGS MUST BE VERIFIED AT THE SITE BY THE CONTRACTOR a) THEY SHALL CONFORM WITH EITHER THE APPLICABLE CODES OR Stritzler Family Trust BEFORE ORDERING ANY MATERIAL OR DOING ANY WORK.ANY DISCREPANCIES IN THE DRAWINGS b) THEY SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ASTM E119, STANDARD METHODS OF c/o Jan Stritzler Fenster AND SPECIFICATIONS SHALL BE REPORTED TO THE ARCHITECT. NO CHANGE IN DRAWINGS OR FIRE TESTS OF BUILDING CONSTRUCTION AND MATERIALS AND ACCEPTED BY THE SOUTHOLD 444 E 86th Street Apt 26 B Tax Map#: I SPECIFICATIONS IS PERMISSIBLE WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT/ENGINEER. TOWN BUILDING DEPARTMENT New York, NY 10028 1000-94.-1-8 NO WORK SHALL PROCEED UNTIL SUCH DISCREPANCY HAS BEEN RECTIFIED. (OR) c) THEY SHALL HAVE BEEN ACCEPTABLE PRIOR TO THE EFFECTIVE DATE OF THE CODE. Site address: architect: 3. THE ARCHITECT/ENGINEER HAS INDICATED AND ESTIMATED CERTAIN CONDITIONS EITHER NOT 4. ALL MASONRY UNITS SHALL CONFORM TO THE BUILDING CODE. 955 Soundview Avenue, Mattituck NY 11952 SHOWN OR NOT CONSIDERED RELIABLE ON OLDER DRAWINGS FURNISHED TO THE ARCHITECT, OR 5. THE CONTRACTOR SHALL OBTAIN EQUIPMENT USE PERMITS REQUIRED IN ACCORDANCE WITH studio a/b architects NOT MEASURABLE DUE TO ABSENCE OF DRAWINGS, OR INACCESSIBLE TO VERIFY IN THE FIELD PRIOR THE BUILDING CODE. 651 WEST MAIN STREET I TO PREPARING THE DRAWINGS. 6. ALL NEW WORK SHALL COMPLY WITH ANSI 117.1 1998 AMERICAN NATIONAL STANDARD RIVERHEAD, NY 11901 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. 4. ALL WORK ON THESE DRAWINGS SHALL BE CONSIDERED NEW WORK WHETHER STATED OR NOT, 7. ALL NEW INTERIOR WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASSIFICATION OF �, T: 631 591 2402 r-�r •• .?;'3 F: 631 323 1426 EXCEPT WHERE SPECIFICALLY NOTED AS"EXISTING TO REMAIN". NOT GREATER THAN 200, SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450, AS PER SECTION D �.;( . �' ' e-mail: info@studioabarchitel-,ts.com R302-9 (NYS RESIDENTIAL CODE). ' -a D 5. COORDINATION OF ALL WORK UNDER THIS CONTRACT SHALL BE MAINTAINED TO ENSURE THE 8. ALL NEW THERMAL AND SOUND-INSULATING MATERIALS SHALL COMPLY WITH SECTION R302-10 (NYS QUALITY AND TIMELY COMPLETION OF THE WORK/PROJECT. RESIDENTIAL CODE) SEB L�ii$ 9 THE CONTRACTOR IS RESPONSIBLE FOR FILING APPLICATIONS AND OBTAINING PERMITS FOR 6. THE CONTRACTOR SHALL DISCONNECT AND/OR REMOVE ANY EXISTING PLUMBING, ELECTRICAL SCAFFOLDING,ANY OTHER CONSTRUCTION EQUIPMENT OR PUBLIC PROTECTIVES REQUIRED TO FIXTURES, WIRE CONDUITS, OR OTHER WORK WHICH MIGHT INTERFERE WITH THE WORK OF THIS ENSURE SAFETY OF OPERATION. CONTRACT. y ,'") r .� " TOWN OF SOUTHOLD 7. THE CONTRACTOR SHALL PATCH AND REPAIR ALL DAMAGED OR EXPOSED SURFACES DUE TO ZONING: , CONTRACT WORK.ALL NEWLY INSTALLED, PATCHED WORK AND ALL AFFECTED AREAS SHALL BE FINISHED SO THAT THE ENTIRE HORIZONTAL OR VERTICAL SURFACE TO THE CLOSEST CORNER IN ALL ZONED: R40 14 lc�a FOUR DIRECTIONS MATCHES SCHEDULED CONDITIONS. �j REQ. ACTUAUPROPOSED 8. FURNISH ALL NECESSARY NEW MATERIALS AT NO ADDITIONAL COST TO THE CLIENT FOR THE LOT AREA ................................ 40,000 ....................... 35,201 N/C AS EXISTING (11c�i FOLLOWING CONDITIONS: BUILDABLE LAND........................................................... 23,043 a) ANY ALREADY COMPLETED WORK THAT HAS BEEN REMOVED OR DAMAGED IN ORDER TO PERFORM LOT WIDTH ............................... 150 ............................ 100.55 N/C AS EXISTING THE CONTRACT WORK. ............................... 175 ............................ 352.54 AS EXISTING b) TO FURNISH THE WORK OF THIS CONTRACT IN WORKMANLIKE MANNER. FRONT YARD ........................... 50 .............................. 143.8 AS EXISTING 1 SIDE YARD ............................ 15 .............................. 15.4 AS EXISTING 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL 2 SIDE YARDS .......................... 35 .............................. 34 N/C AS EXISTING WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTIONS AND OFF REAR YARD ............................. 50 .............................. 151.6 AS EXISTING �� , ALIGNMENTS ACCORDING TO CODES AND STANDARDS OF GOOD PRACTICE. BUILDING AREA ........................................................... 2,431.09 COVERAGE .............................. 20% MAX. ................ 10.55% g 10 10. DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY FOR PROPER AND ACCEPTABLE HEIGHT IN FEET....................... 35 MAX. .................... 15.5' AS EXISTING CONSTRUCTION INSTALLATION OR OPERATION OF ANY PART OF THE WORK AS DETERMINEDHEIGHT IN STORY .................. 2 1/2 MAX. ................ 1 AS EXISTING CLIENT OR ARCHITECT/ENGINEER SHALL BE INCLUDED IN THE WORK THE SAME WAY AS IF HEREIN SPECIFIED OR INDICATED. 11. WHERE MANUFACTURER'S NAMES AND PRODUCT NUMBERS ARE INDICATED ON DRAWINGS, IT CODE COMPLIANCE: WINDOW NOTES: SHALL BE CONSTRUCTED TO MEAN THE ESTABLISHMENT OF QUALITY AND PERFORMANCE No. Description Date '' 1. ALL WORK IS TO CONFORM TO ALL APPLICABLE REQUIREMENTS OF LOCAL GOVERNING CODES, NYS. STANDARDS OF SUCH ITEMS.ALL OTHER PRODUCTS MUST BE SUBMITTED TO THE ARCHITECT FOR I.) Use(s) and Occupancy Classification(s): Single Family Residence APPROVAL BEFORE THEY SHALL BE DEEMED EQUAL, 2.) Height and Fire Area: 15.5', 1 stories, as existing; Fire Area n/a DEPT, OF LABOR, INDUSTRIAL LABOR CODE, RULE 21, HEALTH CODE, FIRE DEPARTMENT 3.) Type of Construction.Type VB, 2x4 (as existing) platform construction, as existing REGULATIONS, NBFU AND UTILITY CODES, OSHA CODES AND NYS BUILDING CODES. 12. FIRE STOPPING SHALL BE INSTALLED AT ALL PENETRATIONS OF FIRE RATED CONSTRUCTION AS 4.)� Structural Design criteria: Engineered. 2. ALL EXTERIOR WINDOWS AND GLASS BLOCK TO MEET LARGE MISSILE IMPACT TESTING AND 120 MPH 3 5. Framingelements: See Structural Drawings SEC. GUSTS. PER SPECIFICATIONS. ) g 3. SAFETY GLASS REQUIRED IN ACCORDANCE WITH NYSBC SECTIONS 714.2.6, 714.3,AND 2406. 6.) Design load calculations: See Structural Drawings 13. SIZE OF MASONRY UNITS AND WOOD MEMBERS ON PLANS, BUILDING ELEVATIONS AND SECTIONS 7.) Glazing protection: Required (Wind Speed 110 mile zone; 0.3 mile (<1 mile)to coast line) 4. ALL CONTINUOUS INTEGRAL PULLS TO HAVE ROUNDED AND SMOOTH EDGES, Provide Hurricane resistant rated windows and/or protection panels 5. INTERIOR WINDOW SILL STOOLS AND APRONS SHALL HAVE CLOSED END CAPS, SAME GAUGE AS - ARE SHOWN AS NOMINAL SIZE. p STOOLS. 8.) Load paths from roof to foundation: See Structural Drawings 14. DIMENSIONS ON PLANS ARE INDICATED FROM SURFACE TO SURFACE BETWEEN WALLS, 9.) Nailing and/or connection schedule, framing details: See Structural Drawings PARTITIONS AND OTHER ITEMS EXCLUSIVE OF FINISHES, UNLESS NOTED OTHERWISE. 10.) Means of Egress (R310 Emergency Escape& Rescue Openings): n/a DOOR NOTES: 11.) Plumbing riser diagram: new fixtures to be connected to the existing vent 15. PROVIDE GUARDS, RAILS, FENCES, CATCH PLATFORMS, DECKING, NIGHT LIGHTING, ETC.,AS 12.) Location of fire pr:,*ection equipment, i.e. smoke alarm: See Electrical Drawings 1. ALL EXTERIOR DOORS SHALL HAVE A MAX;I\0il�,' OPENING FORCE OF 8.5 LBS,AS PER ANSI 117.1 REQUIRED BY THE REGULATING AGENCIES TO PROVIDE ADEQUATE PROTECTION. 13.) Truss design drawings with certification: n/a 2. THE HARDWARE FOR EXTERIOR CORRIDOR Af'ID LOBBY DOORS SHALL HAVE PANIC HARDWARE AND 14.) Energy calculations from design professional: n/a (Prescriptive) ALL DOORS SHALL HAVE HANDICAPPED ACCESSIBLE HARDWARE. 16.THE CONTRACTOR SHALL KEEP WORK SITE FREE FROM DEBRIS AND ACCUMULATED REFUSE,AND 3. ALL EXTERIOR DOORS WITH GLAZING TO MEET LARGE MISSILE IMPACT TESTING AND 120 MPH 3 SEC. SHALL HAVE SOLE RESPONSIBILITY FOR PROTECTING ALL DANGEROUS AREAS FROM ENTRY BY UNAUTHORIZED PARTIES. SITE WILL BE LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY ENERGY CODE-'NOTES: 4. ALL OORS TO HAVE SAFETY GLASS IN COMPLIANCE WITH SECTION 2406 (NYSBC). SUMMARY OF WORK 1). ALL WORK SHALL BE IN CONFORMANCE TO 2016 NYS ENERGY CODE. , 17. THE CONTRACTOR SHALL MAINTAIN FREE AND UNOBSTRUCTED ACCESS FROM ALL SPACES AND 2). ADDITION AND ALTERATION AS PER R402.1, R402.2, R402.3.1 THROUGH 3.5, R402.4 THE SUMMARY OF WORK SHALL INCLUDE BUT IS NOT LIMITED TO: ADJACENT SPACES THE EXTERIOR OF THE BUILDING AT ALL TIMES. 3). ALL GLAZED FENESTRATION SHALL BE U=0.32 OR LESS 4). HEATING AND COLING AS PER R4023.1, R403.2, R403.3, R403.5, R403.6 OTHER NOTES: 1. BASEMENT ADDITION 18. THE CONTRACTOR SHALL, UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, 5). LIGHTING AS PER R404.1 1.1 BATHROOM ADDITION UNDER EXISTING UPPER DECK SECURE AND PAY FOR REQUIRED INSPECTIONS, PERMIT(S), FEES, LICENSE AND INSPECTIONS 6). AIR LEAKAGE AS PER R402.4; TESTING (BLOWER DOOR TEST) SHALL BE DOE TWICE, BEFORE THE 1. SEE STRUCTURAL DRAWINGS FOR ALL CONCRETE, PANEL,AND STEEL NOTES AND TESTS. NECESSARY FOR THE PROPER EXECUTION OF THE WORK. ALTERATION EXECUTION,AND AFTER THE EXECUTION, DUE TO THE DIFFICULTY TO TEST THE KITCHEN 2. SEE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR RELATED NOTES. 2. FIRST FLOOR ALTERATION ADDITION, COMPLETELY OPEN TO THE EXISTING SPACE. 2.1 ADDITION AND ALTERATION TO EXISTING KITCHEN 19. MINIMALIZATION, SEPARATION,AND RECYCLING OF WASTE ARE ENCOURAGED. 2.2 DECK ADDITION TO RECONNECT SIDE AND REAR DECK 20.ADDITIONAL NOTES WHICH ARE APPLICABLE TO THE PROJECT MAY BE FOUND THROUGHOUT THE 3.ALL RELATED PLUMBING AND ELECTRICAL WORK CONTRACT DOCUMENTS. ABBREVIATIONS. 21. COPYRIGHT 02017, STUDIO A/B ARCHITECTS AFF ABOVE FINISHED FLOOR H OR HT HEIGHT THE OWNER RETAINS THE RIGHT TO INCLUDE OR REMOVE ANY ITEMS ABOVE FROM THE CONTRACT. THE WERERPREITECTURAL DESIGNS AND PARED AS AN INSTRUMENT OF INGS ARE THE PROPERTY SERVICE TO THE OWNER TO HIS/HERIO A/B EQUEST.ITECTS AND THEY MAY OTHER REGULATORY REQUIREMENTS: ALUM. ALUMINUM H.P. HIGH POINT NOT BE DUPLICATED OR USED IN PART OR IN WHOLE FOR ANY OTHER LOCATION, PURPOSE, PROJECT & AND H AC HARDWOOD OR OWNER WITHOUT THE EXPRESS, WRITTEN CONSENT OF STUDIO A/B ARCHITECTS. Health Department: Not Required. No change on number of bedrooms APPROX. APPROXIMATELY HVAC HEATING VENTILATING AND DEC: Not Required ARCH. ARCHITECT AIR CONDITIONING AT HORZ. HORIZONTAL Board of Trustee: Required, permitted BLD'G BUILDING ICMU INSULATED CONCRETE MASONRY Planning Board: Not Required B.O. BOTTOM OF UNIT CONTROLLED INSPECTIONS. C.I. CAST IRON INSUL. INSULATION CONTROLLED INSPECTIONS AND TESTING AS REQUIRED BY THE DOCUMENTS, CLIENT AND THE CL CENTER LINE INT. INTERIOR SOUTHOLD BUILDING DEPARTMENT LOCATION MAP: CLO. CLOSET L.P. LOW POINT CLG. CEILING L.F. LINEAR OT THE CONTRACTOR MUST NOTIFY THE ARCHITECT OR ENGINEER FOR CONTROLLED INSPECTIONS AT CMU CONCRETE MASONRY UNIT MAT. MATERIAL NSTERFp LEAST 72 HOURS BEFORE THE SPECIFIC WORK COMMENCES. ,, „ ,,,�7 ✓ COLUMN MAX. MAXIMUM G 3x .. f L qq N � SA K/ � CO C. CONCRETE n 4 ;a CO C E MEC E K� „r ,,. ,,. MECHANICAL AL , 9 �'.,.. 9 a.. i ti ' C NT , zn. ,.: , ,. >. .,... ..ri. <: . .�. :'.,'�'�..,:,"°,: MIN. MINIMUM ,. ,:. O CONTINUOUS x:,.....:.... ... .. . _.:. q..,... ..,.< 11 ..� C.J. NTR ' ,, r'G i CO OL JOINT M -' TD. MO NT - :.< -ki .r' a U ED M ...rv.,,,... .: , :z: 1r < I, ✓ :.,.. " COR. CORRIDOR MTL M cn � - n ,..,.. .,... " a ETAL �.. �. . =) A �_' I"'. ti ei I' , , l E SAFETY AND PROTECTION NOTES: - " d . . . NOT IN CONTRA T ��: SIT SA C OCU FT CUBIC FEET NIC C , ,. .. „r,. .a r....,, ,.. .,,., , ... .. .., }�1�,\') , ;t. . ... f• fir', :;:,..,i I.,<%5., ,�.: ,-�, --,.,. ,,�, ?, ,„.,. ;, :PROJECT SITE CU.YD. CUBIC YARD NO. NUMBER 3".gid.., .. ,. (� 1 ., �a:.;:;;r:- ;, ; studio a/b architects 651 West Main Street, Riverhead, NY 11901 631 591 2402 631 3231426 info@studioabarchitects.com Owner: Stritzler Family Trust 51 Stirrup Lane Roslyn Heights, NY 11577 Mailing address: Stritzler Family Trust c/o Jan Stritzler Fenster 444 E 86th Street Apt 26 B New York, NY 10028 < PROPOSED WALL < EXISTING WALL Site address: A.4 A.3 A.2.3 A.2 A. 1 955 Soundview Avenue, Mattituck NY 11952 I Y EXISTING � PROPOSED KITCHEN ADDITION 13.3 .3 B.2 EXISTING DOOR B. 1 NO MATCH FASCI EXISTING I NEW WALL EXISTING RAILING PVC SIDING TO MATCH EXISTING NEW WINDOW TO MATCH EXISTING NEW WINDOW AND TRIM , \ \ \ TO MATCH EXISTING \ Q _o i i i i i W Z W 0 NEW RAILING TO MATCH EXISTING EXISTING STEPS z DECK ADDITION ,' ,' p X = U) 0 W M Q 7J m Q C6 _ First Floor _ 60' - 10 3/4" — H. _=_ 1 _ _ _ No. Description Date _ I- - - 1= I=1 I===1 = - - - I_ I I_ II I I I I 11= I _ _ _ I — I —I I =1 I I_! I ,_I 11=1 I =1 1= = 11= 11=1 11= - - - - — - - - — = I= - - — — - - - - --, — I I III - - - = Ei =1 I 1 1= _ - —I I I 1 I I I I I_I I = _ = 11= =1 = _ =1 I = I— I = I 1=1 I =1 I =1 I !_► 11= _ _ _ = _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , ,_ II I III III III III III ==1 11=1 I I_I �I II 11= I I — I I_I i II I I_I I I_I I —III—I I_ II I I I I I I I I I I I_I I —I I I_ I —I —I I_ I I I I 11= I I I I I I I I _I I —I i �_I I !—III—N 1= 11= — III=��I=1�I=1 I I=► I I=111 ►=1 I I=1 I III=1 I I=► I I=► ► I=1 I I=1 I I—III=1 ► ISI I I=1 I I=1 I I=1 I I=1 I I=1 II I=1 I=1 I I=1 I ISI I I=1 I I=1 I ►=1 I I=1 I I- -� � �—� � � � � —� � � � � � � � � � � � � � � � � �—� � �—� � �—� � �—� � �—� � �—� � �—� � �—� � �—� � �—� � �—� � �—� � �—� � �--� � �—� � �—� � �_ EXISTING LATTICE WALL I STEPS NG 1 North Elevation n West Elevation 1/4" = 1'-0" A.1 A.2 A.2.3 A.3 A.4 NEW ROOF Y B. 1 B.2 B.3 EXTENDING EXISTING I I I I i _J NEW FASCIA TO MATCH EXISTING EXISTING ROOF I EXISTING WALL NEW WINDOW AND TRIM TO MATCH EXISTING S�EREp c� 9 Alc�q�cy� r N _ -'�. NEW WALL TO MATCH EXISTING r r EXISTING DOOR �'�787 F NEW-(OP _ First Floor _ 60' - 10 3/4" — — — PROJECT: I- Renovation to Stritzer Residence Iz II I IIII I II Basement Elevations 51' - 4 1/4" — — — — — — _ ____ _ 1 =1 I El I F=1 I =1 I I=1 11=1 I I—III—III 1=1 11=1 11=1 I ISI I I—I 11=1 I I—I 11=1 11=1 111=1 11=1 I II 11=1 11=1 11=1 I I=1 11=1 11=1 11=1 I ISI I I=1 I II 11=1 I ISI 11=1 I I=1 I — Project number 1713 I I —III I I I I I III—I I I IIIIIIIII—III III i IIIIIIIIIIIIIIII — I I i—III—III III I I EXISTING PROPOSED EXISTING I III I I Date 12/29/17 3 South Elevation 4 East EleVatlOn BATHROOM ADDITION Drawn by HA a- 1/411 1/4" = 1'-0" Checked by PS N A. 02 N NO CHANGE ON WALL ELEVATION C) rn N Scale 1/411 = 1'-0" studio a/b architects 651 West Main Street, INSULATION ALTERNATIVES: Riverhead, NY 11901631 591 2402 ROOF/CEILING: 631 3231426 1. R49 CLOSED CELL SPRAY FOAM INSULATION (AS SHOWN) 2. 10"R40 RIGID INSULATION BETWEEN RAFTERS. (SEAL ALL JOINTS) Owner: WALL: Stritzler Family Trust 1. R13 BATTS BTWN STUDS PLUS CONTINUOUS R5 RIGID INSULATION ON SHEATHING (AS SHOWN) 51 Stirrup Lane 2. R20 CLOSED CELL SPRAY FOAM INSULATION BTWN STUDS Roslyn Heights, NY 11577 3. R20 RIGID INSULATION BETWEEN STUDS (SEAL ALL JOINTS) Mailing address: FLOOR OVER UNCONDITIONED SPACE: Stritzler Family Trust 1. R30C BATT INSULATION BTWN JOISTS(AS SHOWN) c/o Jan Stritzler Fenster 444 E 86th Street Apt 26 B New York, NY 10028 Site address: 955 Soundview Avenue, Mattituck NY 11952 B.3 2 1/4+/-F--- B.2 12 NEW ROOF EXISTING ROOF TO BE REPLACED WITH NEW CLOSURE CONTINUOUS RAFTERS FROM WALL B.2 TO NEW EAVE I R49 CLOSED CELL SPRAY FOAM INSULATION I FASCIA AND SOFFIT TO MATCH EXISTING I No. Description Date WALL SIDING TO MATCH EXISTING ON WRB 1/2"GWB FLUSH ON '1/2" PLYWD SHEATHING I TO EXISTING ON 2X4 STUDS PAINTED -- INSTALL R13 BATT INSULATION ~' BT1/1/N STUDS 1/2"GWB PAINTED _- 1/2"R5 RIGID INSULATION f A•3 A•4 ON SHEATHING CONTINUOUSLY I I NEW WINDOWS Kitchen TO MATCH EXISTING ADDITION FLOOR TO MATCH AND I I FLUSH TO EXISTING R30C BATT INSULATION \�� MTL FLASHING INTO SAW CUT W/ SEALANT LEDGER EXISTING DECK TO BE REINSTALLED ' ON TAPERED ACQ SLEEPERS @4'O.C. ON WATERPROOFING MEMB 1/2" PER 12"SLOPE ON 3/4"SHEATHING i ' ON 2X10 RAFTERS O.C. First Floor _ _ _ _ _ _ _ First Floor I 60' - 103/4" I 60' - 103/4" TAPERED SLEEPER Ty 01 a INSTALL R20 CLOSED CELL SPRAY 0'-6 1/4"+/ I FOAM INSULATION OVERHANG SOFFIT SIDING TO MATCH EXISTING `S�EREDg9 TO MATCH EXISTING ON WRB C3 EAKI qq C " I" MIN. SPACE TO ' ON 1/2"PLYWD SHEATHING I� FRAMING FROM I I WALL n "4CHIMNEY WR GWB PAINTED IPA ON 2X4 STUDS � Z INSTALL R13 BATT INSULATION BTWN ` F `� 787 -EXISTING CHIMNEY STUDS AND CONTINUOUS R5 RIGID NEW qo NEW CRAWL SPACE FOUNDATION ``' INSULATION ON SHEATHING — �---- BELOW KITCHEN ADDITION it Q _ Bath Room SEE S.01 FOR FOUNDATION ALTERNATIVES ! ; FLOOR CEM TILE 2" RAT SLAB II ` ' ;. - ' ON(2 518" PLYWD SHEATHING ON DAMPPROOFING i = • ON 2X10 JOISTS PROJECT: INSTALL R30C BATT INSULATION Renovation to Stritze r Basement Basement Residence 51' - 4 1/4" EXISTING FOUNDATION NEW CRAWL SPACE FOUNDATION FOR BATHROOM ADDITION Building Sections - - g z ih ' SEE S.01 FOR FOUNDATION ALTERNATIVES Project number 1713 Date 12/29/17 Drawn by HA o_ co T 2"RAT SLAB ON DAMPPROOFING Checked by PS o West-East Section Through Lower 1 T ical North-South Section through Kitchen �� Bathroom Addition 1/2 - 1 -0 A. 03 �QN Scale 1/21' = 1'-0" GENERAL NOTES: (AS PER CODE STATE OF NEW YORK AND AMERICAN FOREST& PAPER ASSOCIATIONS WOOD FRAME CONSTRUCTION MANUAL FOR 1 &2 FAMILY DWELLINGS) FASTENER SPACING studio a/b architects FASTENER TYPE PANEL SPAN 4 FOOT 6 FOOT THE FOLLOWING NOTES ARE TYPICAL, REFER TO ATTACHED DRAWINGS FOR APPLICATION <4 FOOT < PANEL SPAN < PANEL SPAN 651 West Main Street, 1. DRAWINGS ARE NOT TO BE SCALED. USE DIMENSIONS ONLY. CONTRACTOR SHALL CHECK ALL DIMENSIONS AND CONDITIONS <6 FOOT < 8 FOOT - Riverhead, NY 11901 AT JOB SITE. ANY DISCREPANCIES OR OMISSIONS FROM PLANS AND/OR SPECIFICATIONS MUST BE CALLED TO THE ATTENTION 2 1/2"#6 WOOD SCREWS 16" 12" 9" 631 5912402 631 OF THE RECORD ARCHITECT AND SAME CORRECTED WITHIN (5) DAYS AFTER CONTRACT HAS BEEN AWARDED. OTHERWISE 2 1/2"#8 WOOD SCREWS 16" 16" 12" nfo@studioabarchitects.com 323 1426 i SIMPSON H4 nf CONTRACTOR WILL BE HELD RESPONSIBLE FOR SAME. a. THIS TABLE IS BASED ON 120 MPH WIND SPEED AND A 33-FOOT MEAN ROOF HEIGHT. @EVERY STUD 2. CONTRACTOR AND/OR SUBCONTRACTORS SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL Owner: DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSES, DISTORTIONS AND MISALIGNMENT ACCORDING TO ALL c. NAILS SHALL BE 10d COMMON OR 12d BOX NAILS SIMPSON H10 APPLICABLE CODES, STANDARDS,AND GOOD CONSTRUCTION PRACTICES. d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE ATTACHED UTILIZING @EVERY STUD Stritzler Family Trust VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE WITHDRAWAL CAPACITY OF 490 POUNDS. 3.ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED IN THE WORK SHALL BE IN STRICT ACCORDANCE WITH THE e. WHERE MULTIPLE PANELS ARE NEEDED, USE 2X4 ALONG THE PANEL JOINT 51 Stirrup Lane LATEST EDITION OF A.S.T.M. SPECIFICATIONS WHERE APPLICABLE AND SHALL CONFORM TO THE STANDARDS AND Roslyn Heights, NY 11577 RECOMMENDATIONS OF THE VARIOUS TRADE INSTITUTES (A.C.I., A.I.S.C., S.J.I., ETC.)ARE APPLICABLE. ALL MATERIALS USED IN CONNECTION WITH THIS PROJECT MUST BE NEW MATERIALS UNLESS OTHERWISE STATED. ' Mailing address: NAILING SCHEDULE ;; Stritzler Family Trust 4.ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR TO CONSTRUCTION AND PRIOR TO ORDERING C/o Jan Stritzler Fenster AS PER AMERICAN WOOD COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL FOR 1 &2 FAMILY DWELLINGS MATERIALS. JOINT DESCRIPTION 444E 86th Street Apt 26 B ' New York, NY 10028 5. CONSTRUCTION TO CONFORM TO NYS BUILDING CODE, RESIDENTIAL CODE, ENERGY CONSERVATION CODE, FIRE CODE, ROOF FRAMING NUMBER OF NAILS NAIL SPACING PROPERTY MAINTENANCE CODE,PLUMBING CODE, MECHANICAL CODE, FUEL GAS CODE,[VILLAGE OF OLD FIELD CODE], AND ALL Site address: OTHER CODES AND REGULATIONS HAVING JURISDICTION. RAFTER TO TOP PLATE(TOE- NAILED) 3-10d PER RAFTER 955 Soundview Avenue, Mattituck NY 11952 6. THESE PLANS ARE DESIGNED TO MEET OR EXCEED THE REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE. WHEN BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END BUILDING IN ANY JURISDICTION, EITHER INSIDE OR OUTSIDE THE CODE,VARIATIONS MAY BE REQUIRED. IT IS THE RIM BOARD TO RAFTER END-NAILED @EVER 2-16d EACH END SIMPSON RESPONSIBILITY OF THE PLAN PURCHASER OR BUILDER TO VERIFY SUCH REQUIREMENTS WITH THE LOCAL CODE OR WALL FRAMING EVERY STUD, SIMPSON LTS ENFORCEMENT OFFICER AND TO AMEND THE PROPOSED CONSTRUCTION AS SO REQUIRED. TOP PLATE TO TOP PLATE (FACE- NAILED) 2-16d* PER FOOT @EVERY STUD 7. CONTRACTOR SHALL LOCATE AND IDENTIFY ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION. CONTACT ALL UTILITY TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d JOINTS -EACH SIDE STUD TO STUD (FACE-NAILED) 2-16d 24"O.C. SIMPSON SP2 COMPANIES IF RELOCATION IS REQUIRED AND/OR REPAIRS. @EVERY STUD HEADER TO HEADER(FACE-NAILED) 16d 16"O.C.ALONG EDGES SIMPSON H2 8. THROUGH 11. (NOT USED) BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST, OR BLOCKING 2-16d PER STUD @EVERY STUD (FACE-NAILED) SIMPSON SP4 12.ASSUMED SOIL TO BE:SAND OR GRAVEL, WITH MINIMUM TRACES OF DRY CLAY, WITH A MINIMUM BEARING CAPACITY OF 2 SIMPSON H7 @EVERY STUD TONS/SQ. FT. BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST, OR BLOCKING 2-16d*A PER FOOT @EVERY STUD (FACE-NAILED) 13. CONCRETE TO BE PUNIN, UNREINFORCED, MINIMUM 2500 PSI, 28 DAY SOIL TEST, PREDICATED ON THE ABOVE SOIL FLOOR FRAMING ALTERNATIVE WALL TO ROOF CONNECTIONS, ALTERNATIVE WALL TO ROOF CONNECTIONS, CONSUMPTION. IF OTHER SOILS ARE ENCOUNTERED, LOWER BEARING VALUES ARE TO BE ASSUMED AND THE FOUNDATION JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-1Od PER JOIST STUD SPACING SAME AS TRUSS/RAFTER SPACING STUD SPACING DIFFERENT FROM TRUSS/RAFTER SPACING MUST BE REDESIGNED. INDIVIDUAL SITE CONDITIONS MAY ALSO REQUIRE SPECIAL FOUNDATION DESIGN, WHICH IS THE NTS.) RESPONSIBILITY OF THE PLAN PURCHASER OR BUILDER. BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END ( (NTS.) BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END Typ. Structural Det. Wall to Roof 14. STRUCTURAL STEEL'TO BE ASTM A36. DETAILED, FABRICATED AND ERECTED PER AISC. BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16d EACH BLOCK LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d EACH JOIST n Connections 15.ALL WOOD FRAMING, INCLUDING JOISTS, BEAMS, POSTS, STUDS, ETC., TO BE DOUGLAS FIR LARCH NO.2 OR BETTER(UNLESS NOTED OTHERWISE) JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d PER JOIST BAND JOIST TO JOIST(END-NAILED) 3-16d PER JOIST Lumber Design Criteria BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d* PER FOOT SIMPSON Visually graded lumber FSC SIMPSON Douglas Fir Larch (#2 Surfaced Dry or Green @ 19% maximum moisture content) All values and factors are from the National Design Specifications for ROOF SHEATHING TA 36 SIMPSON SIMPSON Wood Construction NDS-21001. STRUCTURAL PANELS 10d 6" EDGE/6" FIELD LSTA15, HDU2 SI 2-8d PER SUPPORT CS20, OR H6 MPSO Extreme Fiber Stress in Bending (Fb) @ EVERY STUD N CS16 Single Members Repetitive use Factor Bendling Stress 3-8d PER SUPPORT Member Fb(psi) Cf Fb(psi) Cr Fb(psi) 2x6 850 x 1.30= 1105 x 1.15= 1271 WALL SHEATHING 2x8 850 x 1.20 = 1020 x 1.15= 1173STRUCTURAL PANELS 10d 3" EDGE/12" FIELD No. Description Date 2x10 850 x 1.10= 935 x 1.15= 1075 2x12 850 x 1.00= 850 x '1.15 =978 GYPSUM WALLBOARD 5d coolers 7" EDGE!10" FIELD SIMPSON LTP Horizontal Shear Stress = Fv x CH = 190 psi CEILING SHEATHING @ EVERY STUD Modulus of Elasticity = 1.60E+06 psi GYPSUM WALLBOARD 5d coolers 7" EDGE 10" FIELD 16. ALL LAMINATED VENEER LUMBER(LVL)SHALL MEET THE AMERICAN PLYWOOD ASSOCIATION (APA) ENGINEERED WOOD SYSTEM (EWS) STANDARD PRL-501 WITH A STRESS CLASS OF 1.8E-2600F. FLOOR SHEATHING 17.ALL PLYWOOD USED STRUCTURALLY SHALL MEET THE PERFORMANCE STANDARDS AND ALL OTHER REQUIREMENTS OF APPLICABLE U.S. COMMERCIAL STANDARDS FOR THE TYPE, GRADE AND SPECIES OF PLYWOOD AND SHALL BE SO IDENTIFIED BY STRUCTURAL PANELS AN APPROVED TESTING AGENCY. 1"OR LESS 8d 6" EDGE 112" FIELD SIMPSON SIMPSON LTP4LTS OR MTS GREATER THAN 1" 10d 6" EDGE/6" FIELD @E VERY @ EVERY STUD 18.ALL WALL SHEATHING SHALL BE APA RATED STRUCTURAL PANELS CONFORMING TO PRODUCT STANDARD PSI WITH A EV MINIMUM THICKNESS OF 15/32".THE PANELS SHALL BE APPLIED WITH THE LONG DIMENSION ACROSS THE STUDS. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"O.C..AT PANEL EDGE. IF WALL SHEATHING IS (NTS.) FTA SIMPSON 19.ALL FLOOR AND ROOF SHEATHING SHALL BE APA RATED STRUCTURAL PANELS CONFORMING TO PRODUCT STANDARD PSI NAILED 3"O.C..AT PANEL EDGEROOMS OTHER THAN SLEEPING TO OBTAIN HIGHER SHEAR CAPACITIES, NAml!G @ EVERY STUD SIMPSON LTP OR A WITH A SPAN RATING CONSISTENT WITH ITS INTENDED USE AND A MINIMUM THICKNESS OF 15/32" (19/32" FOR FLOOR REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS S}iEAR @EVERSIMPSNY STTUDUD @ EVERY STUD SHEATHING). PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH (NTS.) EVER 20. THROUGH 30. (NOT USED) A WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE Typ. Structural Det. Wall to Floor Typ. Structural Det. Wall to Wall PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. Connections n Connections 31. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO EXISTING CONDITIONS. U 1/2" - 1'-0" ., 1/2" = 1'-0" 32.ALL FOOTINGS TO REST ON VIRGIN, UNDISTURBED SOIL. WALL OPENING MEMBER SCHEDULE 33. FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON VIRGIN SOIL AT MINIMUM BEARING CAPACITY OF 2 TONS PER SQUARE ROUGH OPENING HEADER HEADER TO NUMBER OF SILL SILL TO WALL FOOT WITH A MINIMUM OF T-0" COVER. SPAN WALL JACK STUDS CONNECTION 4X4 ACQ 34. PIER FOOTINGS SHALL EXTEND 6" FROM FOUNDATION ON ALL SIDES AND SHALL BE 12"THICK. CONNECTION Irl - 35.ALL EXTERIOR FRAMING,AND INTERIOR FRAMING DIRECTLY CONTACT TO CONCRETE OR MASONRY, SHALL BE ACQ TREATED 8'>=W>6' (2)-2X12 OR 8-16d END-NAILED (1)-2X6 (2)-2X6 (3)- 16d _ COLUMN BASE LUMBER. FASTENERS TO USE WITH THE TREATED LUMBER SHALL BE STAINLESS STEEL, OR OTHER APPLICABLE MATERIAL. (2)-MICRO LA X TOE NAILED ER SIMPSON HTS16 TWIST STRAPS 9 1/4"OR LARGRG COMPLIES WITH TABLE 3.313 36.ALL HEADERS TO BE(2)2 X 8 UNLESS OTHERWISE STATED. 6'>=W>4' ((2)-2X10 OR 6-16d END-NAILED (1)-2X6 (2)-2X6 (3)- 16d WFCM-1995 F1 LARGER TOE-NAILED (16) 10D NAILS REQ'D 37.ALL HEADERS TO BE SUPPORTED BY DOUBLE STUDS (TYP), UNLESS OTHERWISE STATED. (6) 12" SIMPSON CS20 TIES 4'>=W (2)-2X8 OR 4-16d (1)-2X6 (2)-2X6 (2)- 16d 38. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS AND UNDER ALL POSTS AND PARTITIONS LARGER TOE NAILED COMPLIES WITH TABLE 3.36, CONCRETE CYLINDRICAL WFCM-1995 RUNNING PARALLEL TO SAME. Z FOUNDATION 39. BRIDGING TO BE EITHER SOLID, 1"X 3"OR 18 GA. CROSS BRIDGING, MIN 8'-0"O.C. UPLIFT CALCULATION, MONOSLOPE ROOF M 40.ALL STRUCTURAL WOOD SHALL BE KEPT 2" BACK FROM CHIMNEYS. Tu =Wuplift x(16/12) x L/2 = 36 psf x(16/12) (17.25 ft)/2 =4,4 SIMPSON STRONG TIE INSTALL SIMPSON H1 HURRICANE TIE AT EACH RAFTER END. HEADER TO JACK POST aED Al?41. JOISTS HANGERS, ETC.TO BE"SIMPSON STRONG TIE"OR APPROVED EQUAL FOR FLUSH STRUCTURAL CONNECTIONS. E CONNECTION DETAIL 5� �yi LATERAL LOAD CALCULATION, FOUNDATION HOLDOWN 10"DIA. �� �pKI Aq// 42. FIRE BLOCKING TO CODE R602.8. (NTS.) HOLDOWN FORCE=VxH=6347 2w Z 9� � G� x� Typ. Structural Det. Wall Opening INSTALL SIMPSON HD10A HOLDOWN AT END OF SHEAR WALL yhn', tin »F 4 Connections 5 Typ. Structural Det. Column Foundation , 43. INSTALL WALL TO FLOOR AND WALL TO WALL CONNECTION STRAPPINGS ON THE EXISTING SHEATHING AT EVERY STUDS _ _ �,,x - LATERAL LOAD CALCULATION, FLOOR TO FLOOR CONNECTION 1/2 - 1 -0 U 1/2" - 1 -0 I Dpi 44. INSTALL HURRICANE TIES AT EVERY RAFTERS, IF NOT EXISTING HOLDOWN FORCE=VxH= 3986 INSTALL SIMPSON FTA5 FLOOR TIE ANCHOR AT END OF EACH TERMITE SHIELD - TERMITE SHIELD TERMITE SHIELD SECOND FLOOR SHEARWALL. 5/8" DIA.ANCHOR BOLT 48"O.C. MAX. 5/8"DIA. ANCHOR BOLT @ 70"O.C. max. � � °� 5/8" DIA.ANCHOR BOLT70"O.C. max. DESIGN CRITERIA 7"MIN. INTO CONC. 15" MIN. INTO GROUTED CELLS 7"MIN. INTO CONC. @ NOT MORE THAN 12" FROM CORNERS NOT MORE THAN 12" FROM CORNERS, � � , i i NOT MORE THAN 12" FROM CORNERS, TABLE R301.2(1) CLIMATE AND GEOGRAPHIC DESIGN CRITERIA i TYP• i i NP' i TYP. PROJECT: GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM ICE SHIELD FLOOD 2-#4 REBAR @ 8"O.C. 2-#4 REBAR @ 8"O.C• "O.C. IN GROUTED CELLS, TYP. SNOW SPEED DESIGN UNDERLAY- HAZARD (h) Z Z IN GROUTED CELLS, z 2-#4 REBAR @ 8 Renovation to Stritzer LOAD (i) (mph) CATEGORY WEATHER- FROST TERMITE(c) DECAY(d) WINTER MENT � � Typ � (g) ING LINE DESIGN REQUIRED co S 00 00 DEPTH(b) TEMP. (f) WATER PROOFING, TYP. WATER PROOFING, TYP. Residence WATER PROOFING, TYP. �i.�/.1.��.� �!i�!�.�!i�!��.�!� 45lbs 120 C SEVER 3'-0" MODERATE SLIGHT TO 11 YES N/A 2-#4 REBAR @12"O.C. CONT. TYP. d 244 REBAR12"O.C. CONT. TYP. E TO HEAVY MODERAT Z 2-#4 REBAR @12"O.C. CONT. TYP. z 2" RAT SLAB @ E 2"RAT SLAB ON 6 MIL POLYETHYLENE DAMPPROOFING 2" RAT SLAB ON 6 MIL POLYETHYLENE DAMPPROOFING o ON 6 MIL POLYETHYLENE DAMPPROOFING o Z_ ON UNDISTURBED OR COMPACTED SOIL ON UNDISTURBED OR COMPACTED SOIL DESIGN LOADS M z ON UNDISTURBED OR COMPACTED SOIL M =` Structural Notes LOCATION LIVE DEAD DEFLECTION LIMIT SLEEPING 40LBS 10LBS L/360 " ° Typical Structural ROOM OTHER THAN SLEEPING 30LBS 10LBS L/360 2"MIN. 0 -8„ 2"MIN. 2"MIN. 0'-8„ 2" MIN. V-0.. Details ATTIC (NON STORAGE) 10LBS 5LBS L/240 ATTIC (STORAGE) 20LBS 10LBS L/240 ROOF FIN. CEILING; 20LBS (SNOW) 15LBS L/240 ROOF NO FIN. CEILING 20LBS 7LBS L/180 12"MIN. FOR 1 STORY BLDG 12"MIN. FOR 1 OR 2 STORY FRAMED BUILDING Project number 1713 N7LB SNOW LOADS HAVE BEEN ADJUSTED TO REFLECT THE SLIDEOFF FACTOR,AS A FUNCTION OF ROOF DRAIN TILE, TYP. DRAIN TILE, TYP. DRAIN TILE,TYP. Date 12/29/17 PITCH. 2 RAFTER slzEs MAY HAVE To BE INCREASED To ACCOMMODATE HIGHER show LOADS. Drawn by HA CRAWL SPACE CONCRETE FOUNDATION ALT. 1 CRAWL SPACE CMU FOUNDATION ALT. 2 CRAWL SPACE CONCRETE FOUNDATION WIND BORNE DEBRIS PROTECTION Checked by P$ o WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"AND A MAXIMUM SPAN OF 8 FEET SHALL BE PERMITTED, r PANELS TO BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. Typ. Structural Det. Crawl Space nFoundation 1/211 = 1'-0" S . 01 N Q N Scale As indicated A.1 A.2 A.3 A.4 studio a/b architects 651 West Main Street, --- _ -- _.__»>.-................-_--_..._..........- ..._...-......_... ---------------........-....-.-......--......-_..-.... ............... .._.. --....._.._.._..__..__...... ---- -- Riverhead, NY 11901 --......-_ _----_.....-,.....____--____--.--.._..----.-.._._..._---___-__::_-_..-.-;-----___._; .___-----------__�............ ._..... _ � 631 591 2402 I ! 631 3231426 info@studioabarchitects.com 11'-0"+/- I A. 1 A.2 i I Owner: i 'I Stritzler Family Trust (2)-2X8 ACQ BELOW I I 51 Stirrup Lane JOISTS LEVEL Roslyn Heights, NY 11577 O o - __ -. __- ___ — St @16Mailing address __-._ 2X6 ( ritzier Family Trust MSN' �S PCQ i ; I c/o Jan Stritzler Fenster OEGK JO\ 444 E S I I I New York, Y 10028Street t 26 B NEW RAFTERS -3-� EXISTING ROOF Site address: i 955 Soundview Avenue, Mattituck NY 11952 I � i + 4 I I I tj I 1 . - - - - 7;7 B3 I B3 i ; W 6„ o LL ------------------ I 2X16 @1 i S 2X12NG, i i W INS z 16� I 1 t EXISTING DECKING W coCn 'L�O w u~.. EXISTING ROOF DECKING ww W B.2 B.2 �-- I U_ 0 No. Description Date f - w j I } I 3 First Floor' Framinc 4 Roof Framing Oil i - - NEW 4X4 ACQ POST ON 10" DIA. CONCRETE CYLINDRICAL PILE FOUNDATION T-5" i A.1 A.2 A.3 A.4 N T-3 1/4"+/- EXISTING POST,TYP. A.3 A•4 F ANCHOR TYP. I VENT — — — — — — — — — — �. .- EXISTING POST Al p HOLDOWN HOLDOWN . r - 1 1/4" + C? A CC Z ANCHOR BOLT " EXISTING CHIMNEY' TYP. 0237a� yp� Cl t i VENT :PROVIDE ACCESS OPENING',_ : . , i >10 0, r NEW CRAWL SPACE FOUNDATION WALL . :NEW CRAWL SPACE 0 UNDER KITCHEN ADDITION, : FOUNDATION WALL' s r 9 UNDER BATHROOM' ADDITION - I PROJECT: B.2 � i ------ - -- -- -� Renovation to Stritz r e _- - ' . . - _ • - - - _ . ,. _ _ . . , . . . t_ -._' . _ . ' ,_ _ - • '_ - • . - - -•_ ' - •- y , _ _ _. � ; i i ; � ; i Residence ,EXISTING DECKING PROVIDE ACCESS OPENING _ EXISTING DECKING ! I Decking Layouts _ • . . � '_ _ ' _ � _ � _ .-. _ _ _ _ _ , , _ . ., . _ , " , . . .. , - ` , _, • . tit I ! ; 1 � i '� Project number 1713 , . _ . .;` _ _. '_ • �.- - . - , �, - - - •„- - ,' , „` ' , ._ _ , . - ' . ' , - . .-. . -.' ,' .' •_ _ , _. ,_ - � � � �' Date 12/29/17 �— I l Drawn by HA LO — — 1 — — Ch k d . B ................_.._...__-......:.,-...-...__..-...-._......-.--_.-___...____,_._,_.._.._-... ....._--_.-........_-_....._.-...-.._...-._ ... .._ ,._..,_ Che a by PS � � I Dra N r Foundation Layout Basement Framing o 1S . 02 N 1/4” = 1'-0" 1/4" = 1'-0" Q N Scale 1/411 = 1'-0" studio a/b architects 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 631 591 2402 DRAWINGS. 631 3231426 -------------------- 2. COORDINATE THE WORK WITH THE REQUIREMENTS OF ARCHITECTURAL DRAWINGS FOR info@studioabarchitects.com DIMENSIONS, LOCATIONS AND CLEARANCES. MAINTAIN MAXIMUM HEADROOM AND SPACE CONDITIONS. WHERE HEADROOM OR SPACE CONDITIONS APPEAR INADEQUATE, ARCHITECT SHALL 2"VENT EXTENSION THRU ROOF Owner: BE NOTIFIED BEFORE PROCEEDING WITH INSTALLATION. 3. IF DIRECTED BY THE ARCHITECT, MAKE MINOR MODIFICATIONS IN THE LAYOUT AS NEEDED TO Stritzler Family Trust PREVENT CONFLICT WITH WORK OF OTHER TRADES OR FOR PROPER EXECUTION OF THE WORK. DN ROOF 4. ALL WORK SHALL MEET OR EXCEED LATEST REQUIREMENT OF NATIONAL, STATE, COUNTY, 51 Stirrup Lane -------­------------- MUNICIPAL AND OTHER AUTHORITIES EXERCISING JURISDICTION OF THE WORK OF THIS PROJECT; Roslyn Heights, NY 11577 KITCHEN SINK ANY PORTION OF THE WORK WHICH IS NOT SUBJECT TO APPROVAL OF AN AUTHORITY HAVING ------------ &DISH JURISDICTION SHALL BE PROVIDED IN ACCORDANCE WITH NATIONAL FIRE PROTECTION Mailing address: -__._______.._m._.__________-_._._ WASHER i I ASSOCIATION REQUIREMENTS; COMPLY WITH APPLICABLE UTILITY COMPANY RULES AND Stritzler Family Trust REGULATIONS; COMPLY WITH OCCUPATIONAL SAFETY AND HEALTH ACT(OSHA) REQUIREMENTS. c/o Jan Stritzler Fenster 5. SECURE PERMITS AND INSPECTION CERTIFICATES AND TRANSMIT SAME TO THE OWNER AT THE 444 E 86th Street Apt 26 B COMPLETION OF THE WORK. 1 ST FL New York, NY 10028 6. CLOSELY SCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE PROPER TIME WITHOUT DELAYING THE COMPLETION OF THE ENTIRE PROJECT. Site address: LAVATORY 7. WHERE THE WORK WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES, OR 955 Soundview Avenue, Mattituck NY 11952 3"WASTE, PVC SHOWER WC 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 it BEFORE COORDINATING WITH OTHER TRADES, MAKE NECESSARY CHANGES TO THE WORK TO CORRECT THE CONDITION WITHOUT ADDITIONAL COST TO THE OWNER. BASEMENT 8. CONTRACTOR SHALL ADOPT EXISTING PLUMBING SYSTEM AND PROVIDE NECESSARY ADJUSTMENT Lj---e FOR THE PROPOSED CONFIGURATION. 9. 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. ——---------------- 3"WASTE, PVC ........................... ------ ------ 10. CONTRACTOR SHALL EVALUATE THE EXISTING WASTE SYSTEMS CAPACITY; NOTIFY ARCHITECT AND OWNER OF IF EXISTING CAPACITY IS NOT ADEQUATE. A--� Waste Riser Diagram 11. CONTRACTOR SHALL RELOCATE AND/OR REMOVE OF EXISTING FIXTURES,ALLOCATE AND RECONNECT EXISTING VENTS, CAP UNUSED LINES AND CONNECTIONS OF NEW AND REUSED EQUIPMENT TO WATER, WASTE LINES,VENTS, DUCTS,AND LIKE. Cl) 12. ALL REMOVED EQUIPMENT AND MATERIAL SHALL BE REMOVED FROM THE PROJECT SITE, OR TO A zt LOCATION AS DIRECTED BY THE OWNER. Cl) CONNECT TO EXISTING 13. 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 3"WASTE TAGS AND VALVES CHART SCHEDULE FRAMED AND WALL MOUNTED WHERE DIRECTED. 17, 14. CONTRACTOR SHALL INSTALL THERMAL INSULATING MATERIAL AROUND ALL HOT AND COLD PIPING. ---- 15. NEW HORIZONTAL PIPES RUN UNDER FLOOR. PRIOR TO ANY EXECUTIONS, CONTRACTOR SHALL --------­--- ­ X NOTIFY TO THE ARCHITECT, IF ANY DRILLING TO THE EXISTING JOIST OR GIRDER IS REQUIRED. X 16. 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. ............ MECHANICAL NOTES: CONTRACTOR TO EVALUATE AND PROPOSE HVAC REARRANGEMENT ............. No. Description Date 11 if DN J1 ii II -------- - -------- --- ------ ----- ------------- ........ First Floor Plumbing Layout -7— F I,RCN/ . . ........... CO CD cc 3"WASTE 7'e of CONNECT TO EXISTING 3/4"CW---- I -- I i �._._i PROJECT: Renovation to Stritzer UP Residence Plumbing Fixture Schedule --------------------- # Room Fixture Type Product Finish2 Note ------------- 1 Kitchen Kitchen Faucet Grohe Minta Single Handle Kitchen Faucet 3231900E chrome 2 Kitchen Kitchen Sink To be determined Plumbing Layouts 3 Basement Lavatory Faucet Hansgrohe Axor Steel Single-Hole Faucet Bathroom 4 Basement Lavatory Sink Duravit Starck 1 Washbowl No. 038647 while Vanity cabinet to be determined; use pedestal sink without vanity cabinet is Bathroom optional 5 Basement Shower Head and Trim Wall mount Rain Shower Hansgrohe Raindancee Select E Bathroom 300 Air 2-Jet Showerhead, or Select S 240 AIR 2-Jet Showerhead w/ShowerSelect Square JI Thermostatic 2-Function Trim Project number 1713 6 Basement Toilet TOTO CST414M or equal white Bathroom Date 12/29/17 Drawn by HA Basement Plumbing Layout BEFORE ANY PURCHASE,VERIFY WITH OWNER Checked by P$ N P . 01 _161 Scale As indicated 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 631 5912402 - � � DRAWINGS OR DIMENSIONS, LOCATIONS AND CLEARANCES. 631 3231426 j 3. IF DIRECTED BY THE ARCHITECT, MAKE MINOR MODIFICATIONS IN THE LAYOUT AS NEEDED TO info@studioabarchitects.com PREVENT 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 UTILITY Owner: DN COMPANY REQUIREMENTS,ALL APPROPRIATE MUNICIPAL AND REGULATORY AGENCIES, CODES AND - -- ---— ' REQUIREMENTS. Stritzler Family Trust 5. CONTRACTOR SHALL PREPARE AND SUBMIT TO THE PROPER AUTHORITIES, FOR THEIR APPROVAL, 1 ALL REQUIRED DOCUMENTATION. PROVIDE ALL NECESSARY NOTICES, OBTAIN ALL PERMITS AND PAY 51 Stirrup Lane ALL LOCAL, STATE AND FEDERAL TAXES, FEES AND OTHER COSTS IN CONNECTION WITH THE WORK. Roslyn Heights, NY 11577 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ALL CONTROLLED INSPECTIONS 1 i REQUIRED BY APPLICABLE ADMINISTRATIVE BUILDING CODE. Mailing address: _.___._......_..__...............________---_-_-_.__--_____-__--__.-_.....__-._._._____._.._...__..._... . i 7. OBTAIN BOARD OF FIRE UNDERWRITER/LICENSED ELECTRICIAN CERTIFICATES FOR WIRING. Stritzler Family Trust 8. CLOSELY SCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE PROPER TIME WITHOUT c/o Jan Stritzler Fenster DELAYING THE COMPLETION OF THE ENTIRE PROJECT. 444E 86th Street Apt 26 B 9. WHERE THE WORK WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES, OR New York, NY 10028 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 Site address: BEFORE COORDINATING WITH OTHER TRADES, MAKE NECESSARY CHANGES TO THE WORK TO 955 Soundview Avenue, Mattituck NY 11952 CORRECT THE CONDITION WITHOUT ADDITIONAL COST TO THE OWNER. I 10. THE ELECTRICAL CONTRACTOR SHALL INSTALL ALL WIRING FOR THE MECHANICAL SYSTEMS i DW REQUIRING FIELD WIRING,ACCORDING TO THE WIRING DIAGRAMS PROVIDED BY THE MECHANICAL I CONTRACTOR. 11. EXAMINE AND EVALUATE ALL EXISTING ELECTRICAL SYSTEMS CONNECTED TO THE PROJECT;VERIFY ,"5 _ ,. . _. p;;. q_ym, ,_ __. .__ CAPACITY OF EXISTING SERVICE WITH NEW LOAD REQUIREMENT • NOT ARCHITECT OF CONDITION _- _�-- ----_--___ _ __.________-_-_--_ . _P.., _�__:_ - ,ry OF EXISTING SERVICE AND WIRING IOF ANY OUTLETS NOT FUNCTIONING OR ILLEGAL; OTHERWISE,ALL G(t) __. G� EXISTING CIRCUITING SHALL REMAIN INTACT FOR REUSE. 12. INSPECT EXISTING CIRCUIT BREAKERS.ADD ADDITIONAL CIRCUIT BREAKERS TO THE SERVICE BOX AS A A A j NECESSARY TO CORRECT IMPROPER, UNSAFE WIRING. -- 13. EXAMINE AND EVALUATE EXISTING FIRE ALARM SYSTEM INCLUDING SMOKE, FIRE, HEAT,AND/OR CARBON MONOXIDE DETECTORS. AND PROPOSE ADDITIONAL DETECTOR/ALARM SYSTEM,AS STOVE O 0 LIGHTING TRACK I REQUIRED, COMPLYING WITH ALL APPLICABLE CODES. 14. ALL OUTLETS WITHIN 6 FEET OF WET AREAS SHALL BE GROUND FAULT CIRCUIT INTERRUPTER(GFCI.), 0 „/ UNLESS OTHERWISE NOTED. 15. INSTALL ALL APPLIANCES ON SEPARATE CIRCUIT. 16. BEFORE THE ROUGH WIRING, SCHEDULE A WALK THROUGH TO VERIFY AT THE SITE ALL OUTLET REFRIGERATOR =e. -- LOCATIONS WITH ARCHITECT AND OWNER. I I 17. BEFORE ANY PURCHASE OF FIXTURES,VERIFY WITH ARCHITECT AND OWNER FOR ALL THE j SELECTIONS OF THE PRODUCT AND OPTIONS. ` 18. LOCATE NEW SWITCHES TO MATCH HEIGHT OF EXISTING, UNLESS OTHERWISE NOTED. 19. LOCATE ALL SWITCHES SO THAT THE CENTERLINE OF THE FACEPLATE IS 5"FROM THE FINISHED EDGE OF ADJACENT DOOR OPENINGS OR EDGE OF WALL UNLESS NOTED OTHERWISE. -- 20. GANGED MULTIPLE SWITCHES BEHIND A SINGLE FACEPLATE. D"M` c�— 21. 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. 22. TO SECURE SOUND INSULATION THROUGH WALL, NO SWITCHES OR OUTLETS SHALL BE INSTALLED ON A WALL BACK-TO-BACK. ! 23. INSTALL DELAY TIMER FOR ALL BATHROOM VENTILATORS AKDT60 BY AIR KING OR EQUAL; _ %' ------- -- 24. RECESSED LUMINARIES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED. ALL RECESSED LUMINARIES SHALL BE IC-RATED. —� 25. SWITCH AND OUTLET BOXES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED. No. Description Date N .� ,... , p I : E i.. i f l 1 E C, First Floor Electrical Layout 1/4" = 1'-0" WALL THROUGH BATH FAN 4-1 LU sG , fLLA'�4` Y A2' 4 CEILING RECESSED cr VANITY H s . SHOWER LIGHT , WALL LIGHT AT pF B r c - -- ( LEGEND O CEILING RECESSED MOUNT LIGHTING FIXTURE I-O WALL MOUNT LIGHTING FIXTURE i PROJECT: LIGHTING TRACK AND FIXTURE . \ SINGLE POLE SWITCH Renovation to Strltzer DIM SINGLE POLE SWITCH W/DIMMER _ UP \, DUPLEX RECEPTACLE Residence DUPLEX RECEPTACLE PROTECTED BY -- - - -OG GROUND CIRCUIT FAULT INTERRUPTER ' -------•------ � SPECIAL PURPOSE OUTLET I -O FAN OUTLET Electrical Layouts Lighting Fixture Schedule Lighting Fixture t--------j # Lighting Fixture TypeT Product Finish Bulb Note A Track Lighting Fixture WAC 14W Exterminator II, 1014F-827-WT White LED 14W Flat,2700K WAC:www.waclighting.com Project number 1713 B Ceiling recessed shower light WAC HR-LED471-WT white LED 11 W,3000K Date 12/29/17 C Wall mount wet location light Sonneman Vanity Slim 36"LED Bath Bar 2541 Polished LED 27W LED, 3000K http://www.sonnemanawayoflight.com a Chrome Drawn by HA LO BEFORE ANY PURCHASE,VERIFY WITH OWNER Checked by PS N N C, Basement Electrical Layout E . 01 1/411 = 1' 0" N Scale As indicated