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HomeMy WebLinkAbout43344-Z Town of Southold 2/5/2020 P.O.Box 1179 cn co 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40944 Date: 2/5/2020 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 955 Soundview Ave., Mattituck SCTM#: 473889 See/Block/Lot: 94.4-8 Subdivision: Filed Map No. Lot No. - conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/4/2018 pursuant to which Building Permit No. 43344 dated 12/21/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions including pool house and bluestone landing, to an existing one family dwelling as appliecd for per ZBA#7277, dated 5/23/2019. 2/5/2020 corrected to say additions and alterations instead of accessory. The certificate is issued to Stritzler Family Trust of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43344 12/10/2019 PLUMBERS CERTIFICATION DATED Aut ed igi ature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy 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#: 43344 Date: 12/21/2018 Permission is hereby granted to: Stritzler Family Trust 51 Stirrup Ln Roslyn Heights, NY 11577 To: construct accessory screen porch as applied for. At premises located at: 955 Soundview Ave., Mattituck SCTM # 473889 Sec/Block/Lot# 94.-1-8 Pursuant to application dated 12/4/2018 and approved by the Building Inspector. To expire on 6/21/2020. Fees: ACCESSORY $229.60 CO -ACCESSORY BUILDING $50.00 Total: $279.60 Buil ing ector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. (c) (10 (I &- New Construction: V� Old or Pre-existing Building: (check one) Location of Property: `S o L-L U i 2 UJ)Rr0ac House No. `� Street Hamlet Owner or Owners of Property:�`K� T P VZ`nV) IUC-Q I Suffolk County Tax Map No 1000, Section Block 01 Lot Subdivision N \f�c Filed Map. Lot: q5��qq Permit No. Date of Permit. Applicant:E Q V1 MDO M(-3 0�_ MT' y t'j C' Health Dept.Approval: J I A Underwriters Approval: I �' Planning Board Approval: 0 k V,4,— Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature 4 Building Department Application �J AUTHORIZATION (Where the Applicant is not the Owner) 18 �2/ex.,�K� o l` LGG residing at �/�J >. ` l S�' P� J40(Print property owner's name) (Mailing Address) J k,J % IL f 16n:Ck do hereby authorize [�W V►(1.o 0 all& (Agent) J to apply on my behalf to the Southold Building Department. (O er's Signature) (Date) (Print Owner's Name) JUN 4 2019 T. Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �► Q sean.devlin(aD-town.southold.ny.us Southold,NY 11971-0959 .t" • �® ®lyc®UNTI,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Stritzler Family Trust Address: 955 Soundview Ave city:Mattituck st: NY zip: 11952 Building Permit#. 43344 Section. 94 Block. 1 Lot. 8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Paul Burns Electrical Contr. License No: 3897-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 5 Ceding Fixtures 1 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures 10 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 7 Twist Lock Exit Fixtures 11 Combo SD/CO 11 Other Equipment: 42 Circuit Panel Notes: New Breezway and Underground Service Inspector Signature: � Date: December 10, 2019 S Devhn-Cert Electrical Compliance Form.xls pF SOUlyolo Li �o77q q # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [( ]--CODE VIOLATION [ ] CAULKING REMARKS: 7gc!—v r4 0 DATE O l INSPECTOR SOUTyo� # TOWN OF SOUTHOLD BUILDING DEPT. �ycoum, 765-1802 - INSPECTION INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ NSULATION/CAULKING [ ] FRAMING /STRAPPING ] FINA wf7 ' fowAvie.-, [ ] FIREPLACE & CHIMNEY [ "] FIRE SAF TY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ PRE C/O REMARKS: %L- ovb- A vl wg cock A 4v . n"i2q V(od-, " - fo y- - Dwo I eW olam _ DATE INSPECTOR LlSOF sours 172 77 # # TOWN OF SOUTHOLD BUILDING DEPT.- cou765-1802 INSPECTION = [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [` ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL-(ROUGH) [ ELECTRICAL (FINAI_Fa -ze../( . [ ] CODE VIOLATION [ ] PRE C/O REMARKS: TGP/� lJ O DATE 170 161 il INSPECTOR q334q 24190 Main Road studio a/b 651 West Main Street PO.Box 444 info@studioabarchitects,com Riverhead,NY 11901 Orient,NY 11957 www.aHizumiberry.com tel.631 591 2402 tel.&fax 631323 1426 February 25, 2019 Re. Fenster Residence DDD Tax map#1000-94:1-8 Street Address: 955 Sound View Avenue, Mattituck, NY FEB 2 6 2019 Contractor. Environment East, Peter Stoutenburgh - TOWN-O]F SOiCPg'ac-.- Building Inspector: Upon Contractor's request, 1, Hideaki Ariizumi, architect, inspected the ongoing construction on Feb 25, 2019. Inspection for Foundation: The foundation was poured and waterproofing coating has applied. The condition of the foundation is OK. The waterproofing,is OK, which covers the top of footing. also noticed that: The footing slope at the top of footing, out of the foundation wall is not parged. The drain tile around the footing is not installed. Due to the soil,which is purely sand, as well as the slope where the foundation is built, the drainage must be already excellent. Therefore, the 2-issues above may be acceptable. Let us know if this letter would allow the construction to proceed, or not. Sincerely, Hideaki Ariizumi, AIA `�45 r,_o A s y V EU 1f studio alb architects 651 West Main Street,Riverhead,New York 11901 tel.631 591 2402 fax 631323 1426 �^ � IMp@studioabarchitects.com Fri Y*: rr 1 • 1 • lift Lr }� -' t y �► `L i a 1 • 1 • A r,<r aTz, 1 � JAMES J. DEERKOSKI P.E. t° 260Deer Drive Mattituck,NY 11952 DD (631) 774 7355 a MAY 3 1 2019 TOWIN OF uO 'ia"O]"'. Date: May 28, 2019 To: Southold Town Building Dept. Re: Framing/ Strapping Inspections Strizler Family Trust 955 Soundview Ave Mattituck,NY Permit#43344 To Whom It May Concern: This letter certifies that a Framing and strapping inspection was performed at the above mentioned property and all framing and strapping was installed correctly and meets all state and local codes. Any questions feel free to call. Si erely, O NEW Y �P� �• � ERGO�� CO �`� m s J Deerkoski P.E. SFO /�0 0 pROFES \ P JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck,NY 11952 (631) 774 7355 Date: September 26, 2019 To: Southold Town Building Dept. Re: Framing/ Strapping Inspections Entryway Strizler Family Trust 955 Soundview Ave Mattituck,NY Permit#43344 To Whom It May Concern: This letter certifies that a Framing and strapping inspection was performed at the above mentioned property (Entryway) and all framing and strapping was installed correctly and meets all state and local codes. Any uestions feel free to call. F NEIN y� cerely, ,�P 5 DEER �� os � : d ;;; w ame J Deerkoski P.E. SFO �0. 07 5 �' v AR�FESS��� lY f OCT 2019 f oat W5 4 marshall paetzel DEC 1 2 2019 LANDSCAPE ARCHITECTURE December 11, 2019 Town of Southold Building Department 54375 NY-25 Southold, NY 11971 RE: Fenster Residence Tax map #1000-94-01-08 955 Sound View Avenue Mattituck, NY 11952 Building Inspector: Upon the contractor's request, I, Jonathan K Paetzel, landscape architect, inspected the New Entryway construction while I was on site at the above referenced project. This letter is to certify that as of September 26, 2019 1 found that the required damp proofing of the new entryway expansion foundation walls and footing to be completed and exposed to view before backfill had begun. The damp proof had been applied to completely cover the foundation wall and top of footing where it would be in contact with soil. I found the damp proof installation to be acceptable to my knowledge. The contractor (Peter Stoutenburgh of Environment East) will submit photographs to the building department along with this letter. Sincerely, Jonathan Paetzel, RLA arl O�p,NDSCgA� ' �, 0 002 710 1 oQ� FOF NORTH FORK: PO Box 478 - Mattituck,New York 11952 - 631-209-2410 www.mplastudio.com R r • �• i. i , a. v f • 1 . r � • t ♦ i I ; + it Al . f 1 s• rt. - _ ACCELLA POLYURETHANE SYSTEMS Insulati®n Certificate This form must be filled.out and posted to comply with building code requirements. Meets IRC Sections N1101.3,N1101.41,and N1101.8 requirements. The following spray polyurethane foam product(s) has/have been installed: [ ] Bayseal®OC Open-Cell Spray Foam Insulation [ ] Bayseal®OC HY Open-Cell Spray Foam Insulation [ x] Bayseal®CC X Closed-Cell Spray Foam Insulation [ ] Quadfoam 500.00 Open-Cell Spray Foam Insulation [ ] Quadfoam'Natureseal®OC X Open-Cell Spray Foam Insulation [ ] Quadfoam 2.0®Spray Foam Insulation Consult International Building Code, Chapter 26-Plastic and International Residential Code (IRC) R314 Foam Plastics for specific requirements.The 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- 49 At 7 inches Walls (Location): 2X6 R- 34 At 5 inches Walls (Location): 2X4 R- 21 At 3 inches Floors(over an unheated crawl space) R- 31 At 4.5 inches Crawl Space Perimeter R- At inches Basement Exterior Walls R- At inches Other (Location): R- At inches *Nominal thicknesses are representative of field,spray-applied foam material Jobsite Address: 955 SOUNDVIEW AVE MATTITUCK NY 11952 Date of Insulation: OCT 2ND 2019 Building Contractor: ENVIRONMENT EAST BUILDER Insulation Contractor: CARY INSULATION Insulation Contractor Phone: 6312189350 Installed By: BILLY KRIZ -DO NOT REMO INSULATION CERTIFICATE f U V 1 -Please Post Near Electrical Panel- , ; . AccellaPolyurethaneSystems OCT 1 5 2019 2500 Adie Road Maryland Heights,MO 63043 y� �! j r,+d Via,>si,, O.G iG dvu.-lP x yr (314)432-3200 � e , www.acce l lapo lyurethane.com / 1 • • • • COMMMNTS FOUNDATION (IST) ------------------------ IT 'k AW IVA tin ROUGH FRAMING& INSULATION PER N.Y. 1' ENERGY - - • 1 F,I'M_M. � WAIF ADW ADDITIONAL COMMENTS 118106 LPN=,,A- N -.J ,C. � ��� � "�' '/` t'� �I �� �fi��_�I� �� �i, i71i�11��� t� �1,•� x�4y S�o-���, � �y 4tr� .!�4� '_��� � a J � r� r r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631)765-9502 ozq* Survey Southoldtownny.gov PERMIT NO. _ Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Truss Identification Form � D Storm-Water Assessment Form 4 201 contact: Approved 20J& �, Mail to: PO aep Disapproved a/cC fJ) G 14 SOWN OF Phone: -7L/'7y Expiration ,20 Buil &ng Inspector APPLICATION FOR BUILDING PERMIT Date 410 / ,20 -Ir 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. (Signature of applicant or name,if a corporation) 11R S6 (Mailing address of applicant) State whether applicant is owner, lessee, agent,architect, engin er,gen�contractorelectrician,plumber or builder Name of owner of premises Q (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer � iZLS (Name and title of corporate officer) Builders License No. H! Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Block 01 Lot Oe Subdivision 1 Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Irrn ( c.0-2 I I i b. Intended use and occupancy S, P�vh► , CL)QJ I ► tz)t �� u 3. Nature of work(check which applicable): New Building , Addition (1 Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost lo,ocr--- Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor 1 If garage, number of cars V^T- 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. j j 7. Dimensions of existing structures, if any: Front 43 ,_ear 3'a, 3 Depth Q. Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front l& Rear s' . 3 Depth lQ•3 Height 1-(4 ,3 Number of Stories 1 9. Size of lot: Front ((?!2,6%' Rear L Dd. fey Depth 10. Date of Purchase 0 \ Name of Former Owner 11. Zone or use district in which premises are situated R-P S I (.A t ✓�1 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 NO4— a, ,.ta q5S �� ��� a u..AL -- 14.Names of Owner of premise s f- Address f h iw1-k►L4Ak ,N Phone NoR 17 5'oF 8 kf Name of ArchitectNA&A,0 8 KLJI) - Address ° ! p k t w<-7 . Phone No&31 sa3 /Y.11, Name of Contractor8Oo i ru„J me►,�b-F:O-tN C- Address rop e o)��I 0�f Phone No.(,:k 123 -7 (7 -f ` 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES V 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----- * O----* IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY 0.V�& being duly swom,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the ontractor,A nt,Corporate Officer,etc.) of said owner or owners,and is du y 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 - +h dayof CZ j05C 2010 r d';�) TRACEY L. DWYE MJR-A NOTARY Pi No Pub IC,STATE OF N NO.01 DW6306900 Signature of Applicant QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,i.d-� &OWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST ,BUILDING DEPARTMENT Do you have or need the following,before applying? TOVVN HALL Board of Health -,OUTHOLD, 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: Co u L-, Approved ,20 Mail to: P©. a.6%4, Disapproved a/c Pe(&u,L 4 1 1�5 Phone: ^7 3 1(7 V Expiration ,20 Building Inspector a D DEC - 7 2018 APPLICATION FOR BUILDING PERMIT Date %.Z/� , 20 "Il,O�a�N OF SOUTHOLD 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. (Signature of applicant or name,if a corporation) PC Z6 y- /Q7 SCG 1-3 1 fti (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engine , general contrac�tor, ctrician, plumber or builder Name of owner of premises *2_Le�CvQ�y A 'J�t S--i� (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer Re_ -e rg- '3-t-bU-*e a_ l vcq-1\ �' S (Name and title of corporate officer) Builders License No. WS Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: `� SS �So k_�V-) Z� U I-e o✓ o-Q— House Number Street Hamlet County Tax Map No. 1000 Section % ' Block 0 Lot a Subdivision j� 4 Filed Map No. Lot (Name) l 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: ' a. Existing use and occupancy « h,q- P Am I -Ci, I ► ��1 b. Intended use and occupancyL 'Z�m I D Ly41 t_.1 -4� Q ����•� ." T 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 application) 5. If dwelling, number of dwelling units I Number of dwelling units on each floor If garage, number of cars 0\"r, 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 1-i-I (o Rear Depth HeightT � n,,P,M Number of Stories Dimensions of same structure with alterations or additions: Front Rear I ' Depth + V` So' 8` Height Number of Sto"ries 8. Dimensions of entire new construction: Front Rear Depth HeightN Number of Stories 9. Size of lot: Front I too 6`57 Rear 100 + (o y _ Depth 3(o-D, , 33 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated A-2S + 12. Does proposed construction violate any zoning law, ordinance or regulation? YES I/ NO 13. Will lot be re-graded? YES NOWill excess fill be removed from premises? YES NO—K gSSQ,U%e4- 14. Names of Owner of premises 1-h,t t s r— Address 0P*�%+,c_ck N Phone No. / 7_5OL� /3� Name of Architect%i&o l 6'I4-d i Jci k-i'?ur, Address ©�� 1M1 Ofj-Zt FtTo_he No(O3i —3D-3 Name of Contractor Ny%ao,,)m L,.tE)4�" Address PO 3o i' /q -3 Phone No.6 31 7.3 4-7 y-1 y pe'co-NAC N-1 I'57s-V 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES k""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 f * 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 ) being duly sworn, 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 s ikrel nt&�e and file this application; w(11 that all statements contained in this application are true to the best of his knoq i}+ib t4,6.work will be performed in the manner set forth in the application filed therewith. No.01 at1818586n Qualified in Suffolk County A1 ' 1l,, SWOM to before me t Commission expires April 14,��.�(,V day of �, 20 Notary Public Signature of Applicant ":3 UI DIE a DE RT IVI IVT P. . Bo 11 9 Southo Y. 97 1 i FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: December 21, 2018 TO: Environmental East Inc. (Stritzler) PO Box 197 Peconic,NY 11958 Please take notice that your application dated December 7, 2018: For permit 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 nonconforming 32,873.828 sq. ft. parcel in the Residential R-40, is not permitted pursuant to Article XXII Section 280-116A(1), which states; "All buildings or structures located on lots upon which there exists a bluff landward of the shore or beach shall be set back not fewer than 100 feet from the top of such bluff." The plan shows the proposed additions/alterations to the single-family dwellingat t 84.3 feet from top of bluff. Authorize ignature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A r s Michael J.Domino,President 0�SOUlyO Town Hall Annex John M.Bredemeyer III,Vice-President ,`O l0 54375 Route 25 P.O.Box 1 Glenn Goldsmith is Southold,New York 11971 A.Nicholas Krupski _ Q Telephone(631)765-1892 Greg WilliamsO Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD January 17, 2018 Peter Stoutenburgh Environment East Inc. P.O. Box 197 Peconic, NY 11958 RE: STRITZLER FAMILY TRUST 955 SOUNDVIEW AVENUE, MATTITUCK SCTM# 1000-94-1-8 Dear Mr. Stoutenburgh: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, January 17, 2018 regarding the above matter: WHEREAS, Environment East Inc. on behalf of STRITZLER FAMILY TRUST applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of,the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated December 7, 2017, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator recommended that the proposed application be found Inconsistent with the LWRP, and, WHEREAS, the Board of Trustees has furthered Policy 6.3 of the Local Waterfront Revitalization Program to the greatest extent possible through the imposition of the following Best Management Practice requirements: the issuance of a permit for the structures, and WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on January 17, 2018, at which time all interested persons were given an opportunity to be heard, and 2 WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that for the mitigating factors and based upon the Best Management Practice requirement imposed above, the Board of Trustees deems the action to be Consistent with the Local Waterfront Revitalization Program pursuant to Chapter 268-5 of the Southold Town Code, and, RESOLVED, that the Board of Trustees approve the application of STRITZLER FAMILY TRUST 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 on the site plan prepared by Studio a/b Architects dated July 25, 2017, and stamped approved on January 17, 2018. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, Michael J. Domino Vice-President, Board of Trustees MJD/dd Michael J Domino,President O��3F St7(/T�ol Town Hall Annex John M.Bredemeyer III,Vice-President '` O 54375 Route 25 _ P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski G ® COQ Telephone(631)765-1892 Greg Williams OI�•G,�(J Fax(631) 765-6641 e BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD November 14, 2018 Peter Stoutenburgh Environment East Inc. P.O. Box 197 Peconic, NY 11958 RE: STRITZLER FAMILY TRUST 955 SOUNDVIEW AVENUE, MATTITUCK SCTM# 1000-94-1-8 Dear Mr. Stoutenburgh: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, November 14, 2018: WHEREAS, Environment East Inc., on behalf of STRITZLER FAMILY TRUST applied to the Southold Town Trustees for an Amendment to Wetland Permit#,q_/3_3finder the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated September 27, 2018, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found to be Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, 2 NOW THEREFORE BE IT, RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to Permit#9153 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; 160sq.ft. of steps or walkway; and a 94sq.ft. mud room; and as depicted on the site plan prepared by Studio a/b Architects, dated September 27, 2018, and stamped approved on November 14, 2018. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: None This is not a determination from any other agency. Sincerely, o Michael J. Domino, President Board of Trustees MJD/dd Pew , � -'�- y33 `�y Michael J.Domino,President V Sou Town Hall Annex John M.Bredemeyer III,Vice-President �� 54375 Route 25 Glenn Goldsmith ,,ss-t�� ;; ��rr2�,, P.O.Box 1179 `2s' " y`' `t s' Southold,New York 11971 A.Nicholas Krupski Telephone(631) 765-1892 Greg Williams ` '�® ' y� Fax(631) 765-6641 DEC 1 2 X019 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 1 022.26sg.ft.deck and steps to grade• existing 109.68sq.-ft..side deck attached to dwelling; existing 347.50 front boardwalk and 175.62sq.ft.tear boardwalk:existing 41.91 well house;and to construct_a_ 53.03sa.ft. kitchen addition; a 63.16sq.ft.bathroom addition: and a I I0.65sq.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 190_sq ft- covered deck with steps•to ground: 160sq ft of steps or walkway and a 94q:ft. mud room; At 955 Soundview Avenue, 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 14,201.8 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-existingone-story 1.186.58sq.ft.dwelling with seaward side 1 022 26sq ft deck and steps to grade,• existing 109 68sqft side deck-attached to dwelling existing 347.50 front boardwalk-and 175 62si1 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 110.65sa.ft. seaward side deck addition and to eonstnict additions to the landward side of the dwellina consisting of it 366sqftscreened 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. The certificate is issued to Stritzler Family Trust owner of the aforesaid property. Authorized Signature d ` BOARD MEMBERS Southold Town Hall �f SOUl 53095 Main Road •P.O.Box 1179 ' eslie Kanes Weisman,Chairperson O�� yam! p Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes CX, Town Annex/First Floor, Robert Lehnert,Jr. 141,7 • COQ 54375 Main Road(at Youngs Avenue) Nicholas Planamento IUNNI Southold,NY 11971 http://southoldtowmy.gov ZONING BOARD OF APPEALS RECEIVE® w nr- DTOWN OF SOUTHOLD 30 �Wt JUN - 3 2019 Tel.(631) 765-1809•Fax(631)765-9064 MAY 3 0 2019 anta ]FINDINGS, DELIBERATIONS AND DETERMINA IO ' TOWN OF Soulf s.�-'. � MEETING OF MAY 23, 2019 Southold Town Clerk ZBA FILE: #7277 NAME OF APPLICANT: Stritzler Family Trust PROPERTY LOCATION: 955 Soundview Ave,Mattituck,NY 11952 SCTM# 1000-94-1-8 SEORA 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 February 4, 2019 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 May 3, 2019. 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 AND WATER 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 January 28 2019 and included photographs of effected areas, an inspection of the property was conducted on January 28, 2019. The agency technician observed the bluff face has a significant angle between the top of the bluff and the toe and exceeds the recommended maximum 1:3 ratio, but the bluff is stable and in good condition. Although the bluff face is sufficiently stabilized with an estimated 85% of vegetated cover, there are a few areas of concern that should be addressed to ensure the bluff's long-term protection. It is recommended that the property owner consult with a licensed Professional Engineer that is qualified and experienced to remediate and stabilize the bluff. In addition to stabilization of the bluff, runoff control measure are recommended to capture and covey runoff away from the bluff. Special consideration should be taken to ensure that the runoff from all surfaces are collected/infiltrated in a designated area landward of the structures and as far away from the top of bluff as feasible. Consideration should also be taken to minimize the impact of runoff during and after construction Erosion and sediment control measures should be implemented prior to ground disturbing activities. Protected areas should be identified as well as stockpiles and staging area defined in order to minimize impacts. Lastly, Page 2, May 23, 2019 ##7277, Stritzler Family Trust SCTM No. 1000-94-1-8 machinery should not be left to idle and only running when in use and location and storage of machinery should set back further than 25 feet from critical areas such as bluffs and any unstable soils. 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 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 16,2012. BASIS OF APPLICATION: Request for a Variance under Article XXII, Section 280-116(A)(1); and the Building Inspector's December 21, 2018 Notice of Disapproval based on an application for a permit 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; at: 955 Soundview Avenue, (Adj. to Long Island Sound)Mattituck,NY. SCTM#1000-94-1-8. RELIEF REQUESTED: The applicant requests a variance to construct a deck,mudroom, and coat closet 84.3 feet from the to of the bluff where the code requires a 100 foot setback. ITIONAL INFO variance was gran e o nstruction 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. The subject property has the benefit of ZBA Appeal Number 7106 (December 21, 2017) granting additions and alteration+/- 57 feet from the top of the bluff. 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, and mud room additions are landward of the existing non-conforming bluff setback and will not be seen from the street. 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 Lav §267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 15 4% relief from the code. However, the existing structure is non-conforming and the additions are landward of the existing setback. 4. Town Law §267-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. r 1 y Page 3,May 23, 2019 ##7277, Stritzler Family Trust SCTM No. 1000-94-1-8 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 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 267-13, motion was offered by Member Dantes, seconded by Member Lehnert, and duly carried,to GRANT the variance as applied for, and shown on the site plan and project plan(page T.01, A.01,A.02)prepared by Hideaki Arizumi,Architect, dated December 7, 2018,with page A.01 last revised December 20,2019. 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 January 28, 2019 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 top of the bluff edge That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new 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 fitture 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. In the event that an approval is granted subject to conditions, the approval shall not be deemed effective until the required conditions have been met; and failure to comply therewith will render this approval null and void. 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 Page 4,May 23, 2019 ##7277, Stritzler Family Trust SCTM No. 1000-94-1-8 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 Resolution was duly adopted (5-0). eslie Kanes Weisman Chairperson Approved for filing /� /2019 BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson �QF SCUT 53095 Main Road-P.O. Box 1179 � yelp Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. app 54375 Main Road(at Youngs Avenue) Nicholas Planamento O`,YC�� Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809-Fax(631) 765-9064 September 28,2018 Peter Stoutenburgh Environmental East,Inc. P.O. Box 197 Peconic,NY 11958 Re: De Minimus Request Denied,File#7106 Stritzler, 955 Soundview Avenue, Mattituck SCTM No. 1000-94-1-8 Dear Mr. Stoutenburgh; I am in receipt of your correspondence dated September 25,2018,requesting a de minimus approval for the proposed construction of a screened in porch with an entry to the existing home to be built within 100 feet from the top of the bluff. I reviewed your letter in which you explain that only a small portion of the project falls within the 100 feet top of bluff setback, and have reviewed the Zoning Board of Appeals determination No. 7106, dated December 21, 2017 in which your client was granted setback relief from the top of the bluff for additions and alterations to an existing single family dwelling, including a bathroom and kitchen addition. Furthermore,you refer to a 1964 variance granted to prior property owners for variance relief to build a garage in the front yard which was never constructed. In reviewing the 1964 file,Appeal No. 720,the setback of the garage that was proposed is greater than 100 feet from the top of the bluff. Based upon the information provided, I have determined that the requested construction of a screened in porch to be located less than the minimum 100 feet setback from the top of the bluff is not de minimus in nature because not only does your request potentially increase the degree of nonconformity on the subject lot,but prior ZBA public hearings and decisions have made no mention of any proposed screened in porch construction. Therefore, your client will be required to return to the Building Department accurately detailing the distance of the proposed construction from the top of the bluff in order to obtain a new Notice of Disapproval, and then apply to the ZBA with a current survey or site plan prepared by a design professional for additional variance relief. Please contact our office for any additional questions or concerns. i ere , Leslie Kanes Weisman Chairperson/Department Head CC: Michael Ver-,.Huildii gg_Departrrient, Scott.;A. Mussell ,�.� STO]KIAWAOF]E]E, U SUPERVISOR ( [� � � M[A\1�A\ G]EMUE�� 5309 MMain inIRoaad-LD O_ 9 SOU OLD,NEW YORK 11971 O �o �- Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) ---- - ---------------DOE ---TMS---PR-OJECT—Ifi7V F—THE--- I.�S�Il�Cy_ ----- Yes No (CHECK ALL THAT APPLY) E][ ] A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ LB. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑[X] 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. ❑[� E. Site preparation within the one-hundred-year floodplain as depicted ; on FIRM Map of any watercourse. I ®® 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 Departm-ent-with your Building Permit Application. Date- APPLICANT: (Property Owner,Design Professional,Agent.Contractor,Other) S.C.T.M. �`: D ,ImS NAME- W 'R, �� er Section Block Lot �kFOr� il BLUiLDi`C DEPAR"I:NIEN 1- LSL. OM- '] Contact Information 6, I _1Y� rd<vi�<w�a Reviewed By: /J05Date: Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — Approved for processing Building Permit. �y��7� �t.L X 11, i-e cc—) ��'L Stormwater Management Control Plan Not Required. +h"•t ) 1 C�c Stormwater Managenneii( Control Plan iJ Required. (Forward to Engineering Department for Review.) FORM " SMCP - TOS MAY 2014 I'D Ir CHAPTER 236 STORMWATER MANAGEMENT CONTROL PLAN CHECK LIST DATE: i APPLICANT. (Property Owner,Desi ofessional,Agent Contractor,Other) C� 13 � � NAME: P-�-�-�i� �eu?�2 Cck k", S C T M #: 1000 01 0 Telephone Number: (2� ) "Za _7(47,V" District Section Block Lot S M C P - Plan Requirements: The applicant must provide a Complete Explanation and/or validation of all Information Required by this Checklist if it has not been provided, 1. A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Provide Justification Herel YES NO NA If you need additional room for explanations, Please Ovide additional Paper. show all of the following items: Y P P a. Location & Description of Property Boundaries 00 �. 4- b. b. Total Site Acreage. F- c. Existing -Natural & Man Made Features within 500 L.F. -, o of the Site Boundary as required by§236-17(C)(2). 0 EROSION &SEDIMENT CONTROLS d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. Shall include but not be limit ) % e. Limits of Clearing & Area of Proposed Land Disturbance. 0 A well maintain f. Existing & Proposed Contours of the Site (Minimum 2 Intervals) Wire g. Location of all existing & proposed structures,roads, 9, stabilization R, Seedin-9 _ driveways, sidewalks, drainage improvements&utilities. 00 .:� h. Spot Grades & Finish Floor Elevations for all existing & �O proposed structures. I. Location of proposed Swimming Pool and discharge ring. �0 I Location of proposed Soil Stockpile Area(s). �- k. Location of proposed Construction Entrance/StagingArea(s). hr' vv"'k\ 20 (fC*-- lW EKLS kr /Li V-10-Q_�^j 1. Location of proposed concrete washout area(s). M. Location of all proposed erosion&sediment control measures. 00 2. Stormwater Management Control Plan must include Calculations showing DRAINAGE WSPECT-10W that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two V)inch0 -_] - rainfall/storm event. i ion that the 3. Details&Sectional Drawings for stormwater practices are required for approval. ins l _ o @ _ 2 2019 Items requiring details shall include but not be limited to: a. Erosion & Sediment Controls. 0 b. Construction Entrance &Site Access. e 1 l& 6 &�Wr - c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e.g.infiltration basins,swales,etc.) �0 FORM * SWCP Check List -TOS JAN 2014 ___-'----__-_ NOTES: r _0 50) EXISTING 1. Existing conditions based on survey UTILITY POLE prepared by Peconic Surveyors P.C. date ------------------------ (52) October, 16th 2012. 2. This drawing is for the purpose'of obtaining permits only. NOT FOR — CONSTRUCTION. EROSION &SEDIMENT CONTROLS 3. Unauthorized alteration of this plan is c Shall include but not be limited to: violation of NYS Education Law. A well maintained Construction Entrance, Wire Backed Silt Fencing, stabilization & Seeding of exposed and/or inactive soils. REVISIONS DATE DESCRIPTION DRAINAGE INSPECTION$ARE REQUIRED Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification that the drainage has been installed to Code. APPROVAL OF STORMWATER MANAGEMENT CONTROL N -To Code Ch to 36 Date: I s e a l Approv d by: - �pSCAP�c� LEGEND 0 �� PROPERTY LINE 0 OF BLUFF 0027 N ics 0' 0 k - IFTop T � �F 10 NE BOTTOM OF BLUFF k — j (NAGE NOTES: COASTAL EROSION TITLE: HAZARD LINE NS INDICATE THE FINISHED AMENDED LOCATION, NOT THE TOP BLUFF SETBACK R ROUGH GRADE (UNLESS GRADING + E) FLOOD ZONE UNE H ON ALL PAVED SURFACES DRAINAGE I P - - —] [MEAN HIGH WATER T. D NON PAVED SURFACES PLAN WAY FROM EXISTING HOUSE ' _ J EXISTING TREE TO REMAIN CTURES. x hs.o') EXISTING ELEVATION ALL MEET EXISTING FINISHED +25.10 PROPOSED ELEVATION ERTY LINES AND OTHER EXISTING CONTOUR 0 5 10 S TO REMAIN. -Isl PROPOSED CONTOUR TS ARE APPROXIMATE, H=r=:l S IN ACCORDANCE WITH Ts TOP OF ST=STEP ss BOTTOM OScale 1"=10'-O" ' WITH BUILDING ARCHITECT TW TOP OF WALL DRAWN BY: BW BOTTOM OF WALL T.KENNISTON T LOCATIONS TO CHECKED BY: ASF PIPING FROM ,lop, o�SUFFgzA'coG BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD o Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX(631) 765-9502 roper.richer-t0-town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Bob Burns Date: 10 /1 /2019 Company Name: Paul Burns Electrical Contractors Inc Name: Paul R Burn_ s Jr License No.: 3897ME email: pburnsjrapoptonline.net Address: PO BOx 1061 Southold, NY 11971 Phone No.: 631-365-4735 - JOB SITE INFORMATION: (All Information Required) Name: Fenster Address: 5'Soundview Ave Mattituck ; Cross Street: Saitpire Way Phone No.: Bldg.Permit#: " email: Tax.Map District: 1000 Section: - Block:'-- Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) Pool house,breezway, underground service Circle All That Apply: Is job ready for inspection?: 4YE / NO Rough In Final Do you need a Temp Certificate?: NO Issued On Temp Informatio (All information required) Service Size (_IP)h 3 Ph Size: 1�c50 - A #Meters.. l -Old Meter# New Service- Fre Reconnect-Flo anect-Service Reconnecte -Underground- verhead #Underground Lateral 2 H Prami Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION - Qc,9 i �7 82-Request for Inspection Forrn.xls Town Hall Annex Telephone(631)765-1802 54375 Main Road a Fax(631)765-9502 P.O.Box 1179 w Southold, NY 11971-0959 k BUILDING_DEPARTMENT i NOTICE OF UTILIZATION OF--TRUSS TYPE"CONSTRUCTION, PRE-ENGINEERED, WOOD CONSTRUCTION ANDIOR TIMBER CONSTRUCTION Date;, Owner:_ t Location of Property: Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercir-resid�structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) /Pre-engineered wood construction (PW) V Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature:, _ Name (person submitting this form): Capacity(check applicable line): Owner Owner representative TrussRegMdocx Effective 1/1/2015 N 6" DIAMETER REFLECTIVE WHITE REFLECTIVE RED PANTONE #187 1/A6. The construction type - -STROKE designation shall be 977' 411p777 66111777 -41"or AIV71 to indicate the construction classification of the structure under 13ES16 ATION- FOR STRUCTURAL section 602 of the BCNYS COMPONENTS THAT ARE OF TRUSSTYPE CONSTRUCTION ® "F95 FLOOR FRAMING, INCLUDING ■ GIRDERS AND BEAMS ■ ■ "R11 ROOF FRAMING But WIN "FR" FR FLOOR AND ROOF FRAMING STANDARDS AND CODES 24190 Main Road studio a/b 651 West Main Street PO.Box 444 architects info@studioabarchitects.com Riverhead,NY 11901 Orient,NY 11957 www anizurniberry corn tel.631 591 2402 tel.631323 1426 December 18, 2018 Building Inspector Town of Southold, Town Hall Annex Building 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Re: Addition to Stritzer Residence SCTM# 1000-94.-1-8 Building Inspector: I, Hideaki Adizumi, Registered Architect in NY State,would determine with my best knowledge the following: 1. The DESIGN WIND SPEEDS indicated on sheet T.01 and S.01 needs to be revised with"130 miles per hour", as per NYS Residential Code 2016. This revision does not change the structural design. Sincerely, D Hideaki Ariizumi, AIA studio alb architects # �9 ®?378 `QF NEW D DEC 2 1 2018 3U D DEPT TOWN OF SO ON beim Tait 401 Environment East, Inc. 2885 Indian Neck Lane P.O. Box 197 Peconic,New York 11958-0197 � J 631-734-7474 - Fax: 631-734-5812 May 1, 1019 a MAY - 22019 Southold Town Building Department TOWN OF SOLPWOLS P 0 Box 1179 Southold, NY 11971 RE: Permit 43344, 955 Soundview Ave, Mattituck To Whom It May Concern; Enclosed are the corrected plans for the amendments to the above noted permit. If there are questions or additional fees, please let me know. Sincerely, �ry, J McAfee ait y,. 02- ��, w I I Environment East, Inc. 2885 Indian Neck Lane P.O.Box 197 Peconic,New York 11958-0197 631-734-7474 Fax: 631-734-5812 May 22. 2019 Southold Town Building Department P O Box 1179 Southold, NY 11971 Re: Permit 43344, 955 Soundview Ave, Mattituck To Whom It May Concern; Enclosed are amended plans for the drainage system for the above noted permit. If there are any questions or additional fees, please let me know. Si cerely, Z J McAfee 24190 Main Road studio a/b 651 West Main Street PO.Box 444 info@studioabarchitects.com Riverhead,NY 11901 Orient,NY 11957 aichitects www.aHizumiberry.com tel 6315912402 tel.6313231426 June 13, 2019 ^ � Building Inspector Ins t �e Town of Southold, L JUN 1 7 2019 Town Hall Annex Building 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Re: Addition to Stritzer Residence If OWN OF SOUTrJ SCTM# 1000-94.-l-8 Building Inspector: I, Hideaki Ariizumi, Registered Architect in NY State,would determine with my best knowledge the following: 1. The DESIGN WIND SPEEDS indicated on sheet T.01 and S.01 needs to be revised with"130 miles per hour", as per NYS Residential Code 2016. This revision does not change the structural design. Sincerely, Hideaki Ariizumi, AIA ��®' IARC studio alb architects ARI kK1} 1 'C7 tnD�, 021, a T,i we 4 oi*g Tadt I er, 1( (SZW@Ltg 4e 7�6oe y`� 11 I t r }` Environment East, Inc. 2885 Indian Neck Lane P.O. Box 197 Peconic,New York 11958-0197 _ 631-734-7474 —' Fax: 631-734-5812 October 3, 2019 Southold Town Building Department COf, F 1�1� �1 LJ� .{� I r 1 1 1 , P0Box 1179 is Southold, NY 11971 OCT - 9 2019 -- PUT "t•9-�T,W, RE: Permit#43344 To Whom It May Concern: Enclosed is the results of the framing and strapping inspection done at 955 Soundview Ave, Mattituck under the above mentioned permit#. If there are any questions, please let me know. Sincereelly, J Judy McAfee `' � tv -P,4edo -Pait il, l t o Environment East, Inc. 2885 Indian Neck Lane P.O. Box 197 Peconic,New York 11958-0197 631-734-7474 -- Fax: 631-734-5812 October 9, 2019 Southold Town Building Department P O Box 1179 Southold, NY 11971 Re: Permit#43344 To Whom It May Concern, Enclosed is the insulation certificate for the work covered under the above mention permit number at 955-Soundview Ave., Mattituck. If there are any questions, please let me know. Sincerely, Judy McAfee OCT 1 5 2019 P °_. 6'11i)"' H. .ts 1 N STREET ADDRESS: 955 SOUND VIEW AVENUE SURVEY OF PROPERTY oo6k A T MA TTIT UCK CO TOWN OF SO UTHLD v��� SUFFOLK COUNTY, N. Y. �� 1000-94-01-08, flz' d i� SCALE. 1' 30' �g6 OCTOBER 16, 2012 g > -� p RECEIVEDpE �� N hPrryCh JAN 0 2019 fn 0.4 O � 5ID R 13 \Cherry ZONING BOARD OF APPEALS52- �� \ ONE \ \ 13kn 53.5' \ � 5q., 16'Locus S' vGE , EAR\NG'�T9.6' \ �j C 540 \ Double rrr 54.7, 60.7' \ ' o � B Cherry 5 'L Checry _O08, � \ c^ — .- — — — - --- 8' cob 7 \ Oy 41 fi �. 0. �� 60.4' 1"Cheery i " \ (n + i j3" y aoo 183 ,L56.6'� �i"Che ' 2 3 N 26• ' �'o (f1 ° 1" harry c� I \NG 14y .• �� 03E v EpGE��EpR / P 7-Q 10 'Cherry P E tTt y G i w �� p�6PO E 6" Cher �y Tri a 9"Cherry/ erry {` •.� Z / ~✓ 0 � 8 Cherry \ 0 QOLE/ / Cherry 0 /Co Fy0 8" Cherry y9 49.4' �� \� 51.2' r" 51.2' 49.3' Crry a x'0.4 Cp�uRSE _—Sl6 r 8' A\ (TO wall) V •\ Cr // //� `/� Locust AREA N0 / `✓ Q \ AREA = 35,201 sq.ft. to tie line � � 11'M� FE ,y �• `lt y (berry +=SPOT ELEVATION .1 CONTOUR LINES AND SPOT ELEVATIONS ARE 1•���0 ���E REFERENCED TO NGVD. o 00 S6 ps� r COASTAL EROSION HAZARD LINE FROM COASTAL ®F NbV� EROSION HAZARD AREA MAP PHOTO NO. 58-541-83 1`19 Q� P- RAE0 FLOOD ZONE FROM FIRM MAP NUMBER 36103CO143H �`- '482 SEPTEMBER 25, 2009 e $ / , - /C. 0 49618 ANY ALTERA770N OR ADDITION TO THIS SURVEY IS A VIOLA77ON ECONIC y a OF SECT70N 72090F THE NEW YORK STATE EDUCATION LAW. -' EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER77FICATIONS (631) — 3 5-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOOXX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRA VELE _ 9 _ 3 WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 l� �� i 1� studio a/b architects 651 West Main Street Riverhead,NY 11901 631 S�j 2 12 /Y -•^xq UPPROVAL- 'A _ 631 323 1426 @studfoabamhnects°U"0 S ,p0 g4ONGISS � 1A.2 A.3 � Ome,Stritzler Family Trust �_ 51 Sturu Lane—__ P1; � —"' Rosryn He,gnls,Nv t15nMailmg address / I Stn Famtly bust Go J.Jan St,6th Stye Fenster et A Ntew M�'HwPTER I _ New Yotk,NY 10281266 I BU K � ``, t' B•3 — — — — — — — — — — — — — — — — — — 955 S...&ew Avenue Mattnuck NY 11952 I II N, OFT I n e e A ,1 A03 AA3 I Z `O O E-V E o �!— APPROX.EXISTING igp OP'OP,yFF— i SEPTIC SYSTEM LOCATION N EXISTING --- O nN\ EXISTING HOUSE I i OE Z DECK R`p LIN PROP STEPS \ LER SIgN H( \ I I O 'VI -------------- ---1 COASTA � r------1 REPLACING ______\ _ _______ t______� EXISTING DECK o \ Ill hL__ -J -->�--' No Oescnptfon D.I. (CROSSHATCHED( Oo a , b r' ------ ONEX„ '� I r 1 ReNslonl 1z29n6 n O u 4 I Qp UP UP DN -il 0'-1 12•+/- 1'-111 -6' -- d• ' ISTING mgr.— M B.1 I — -- x ==EL 55-1 12 L55-912— i-G I7 m BENCH/Ny SHOES CLOSET �� PROP ENTRY, r1l g o •183 ""-- —= W' I m 5- ENTRV DECK A03 ADDITION '. a COAT CLOSET (HATCHED) (n 1T T-- N- a- { A2 3 r EXISTING ACCESS SII(t{(E Ii _ ADD[21-100HD BY CULTEC, B.4 D BOARDWALK II IIB kf'Ilfili :� I 0'-51R• III 0'-512• Z AND STEP LTO BE $,I, STORMWATER g-6• �Kf Q REMOVED „^ a tl1Y#CII a�6'�fii'Ia -- 294' r CHAMBER (4}700HD BY CULTEC, - EXISTING 4, a, SEL 56'-0" ARA FOR PROVIDE EXISTING S `POOL/SPA 1 MEANS OF ANDpOOL DECK e°y RUN-OFF PORCHN i ' 1500 SFJJ _ PROTECTION 4 bf i b"y f� GRAIN TILE IN A02 I 4 5 d �`� GRAVEL TRENCH PROP WALKWAY d/ I w EXISTING 220 ----- --- ___ -•_______ N SCREEN ORCH EXISTING ACCESS BOARD WALK TO BE - WELL TO REMAIN l DEMOLISHED WELL HOUSE J �� PROP STEPS TO BE DEMOLISHED - I W CONCR N R CONSTRUCTION 0 AND MACHINE a / •- STORAGEAREA 21 O I PROJECT Addition to Stritzer z- Residence: Landing Level Entry y - y1 _ 1op55 Site Plan, Floor Plans S6,a5,,p0,.W lI VENGE A.2.3 EW Project number 1713 S��NpVi A :S Dam 12/7/18 SITE PLAN IS BASED ON SURVEY BY Drawn by HA PECONIC SURVEYORS,P C DATED OCTOBER 16 2009 Checked by PS /1 Site Plan A.01 Scale As Indicated i, t 'PROJECT Addition to StntZler Residence:Landing Level Entry GENERAL NOTES: BUILDING DEPARTMENT NOTES: LIST OF DRAWINGS: EACH DRAWINGS THE FOLLOWING NOTES SHALL APPLY THROUGHOUT studio a/b architects THE FOLLOWING NOTES SHALL APPLY THROUGHOUT EXCEPTIONS ARE SPECIFICALLY NOTED ON 651 West Maln Street, ' DD5-01 Sita Poen Riverhead,NY 11801 1. ALL WORK SHALL BE EXECUTED IN FULL COMPLIANCE WITH THE APPLICABLE PROVISIONS OF ALL 5315912402 • rl tri 1 ALL WORK OF THIS CONTRACT SHALL BE GONE W ACCORDANCE WITH THE LATEST EDITION OF LAWS,BY-LAWS,STATUTES,ORDINANCES,CODES,RULES,REGULATIONS,AND LAWFUL ORDERS DD5-03 Fym1 FI-Man 631 3231426 Stritzler Family Trust THE ENERGY CONSERVATION ATION CONSTRUCTIOSIDENTIAL N E-. GFPU13LICALITHOPJTIES y NYS ENERGYCONSERVATION CONSTRUCTION CODE • BEARING ON THE PERFORMANCE AND EXECUTION OF THE WORK SK15.03 Basement Floor Plan Info@studioabst.hiteclacom THE CONTRACTOR SHALL PRDMP7LYNOTIFY-THETOWN AND ARCHREC7/ENGINEER OFANY SKI504 Sections 955 Sound View Avenue,Mem[uri�NY 11852 NYS FIRE CODE, PORTIONS OF 714E WORK IN THE DD5412 Low1X Level Plan Owner NYS PLUMBING CODE ARDVE CONiRACTDOCUMENTSTFNT AREATVMIANCEWITH THE NYS FUELMECGAS CODODE - 2 ALL MATERIALS,ASSEMBLIES,FORMS METHODS OF CONSTRUCTION AND SERVICE EQUIPMENT SKI 52 2 OLan6ng Level Plan Stritzler Family Trust NYS FUEL OAS CODE SHALL MEET THE FOLLOWING REQUIREMENTS - `_ ':,. _SKIS 33_Beaemert Plmr______ Y APPLICABLE SUFFOLK COUNTY HEALTH REGULATIONS AND STANDARDS a1 THEY SHALL HAVE BEEN ACCEPTABLE TO THE SOUTHOLD BUILDING DEPARTMENT SK75 42 SaMw - St Stlmq Lane TOWN A ENCIES LD INGJURItONS h) THEY SHALL HAVE BEEN ACCEPTED FOR THE USE UNDER THE PRESCRIBED TEST METHODS BY Ste Address OTHER AGF110E5 HAVING JURISDICTION ON THE WORK OF THIS CONTRACT, THE REGULATING AGENCIES _ SK15A 3 Section - Radyn Heights,NY 11577 955 Sound View Avew MatMucK NY 11951 a MATERIALS OR ASSEMBLIES REQUIRED TO HAVE A FIRE RESISTANCE RATING SHALL COMPLY C 001 phase 1 Project Ran e, 2 DRAWINGS NOTTO BE SCALED USE DIMENSIONS ONLY,ALL DIMENSIONS AND CONOLTIONS COB EXlsting Photos Ma6mg address SHOWN AND ASSUMF,D ON THE DRAWINGS MU9T BE VERIFED ATTHE SITE BYTHE CONTRACTOR IM1TTH ONE l7F THE FOLLOWING - anotlin Femdy Treat BEFORE ORDERING.90 NTH a) THEY SHALL CON:ORM V`,"MHER THE APPLICABLE CODES OR G05 Location Map c/o Jan StnQler Fenster (2!711.OR DOING ANY WORK ANY DISCREPANCIES IN THE DRAWINGS b) THEY SHALL HAVE BEEN TESTED ArfF_;CORDANCE WITH ASTM El19.STANDARD FAE11400S OF C01 444 E B6d1 Wer T�MeP1 AND SPECIFICATIONS SHALL BE RF3OR7Fj1TO THE ARCHITES:T NO CHANGER DRAWINGS OR FIRE TESTS OF BU0.gN0 CONS7RJC'+•3;r-,Vla A:g7FF1AL5AN0 ACCEPTED BY THE$OIfTHOLD G07 Pheae2Sita Ran Nero YO St 100se 26B 1000-g4r1•e SPECIFICATIONS 15 PERMISSIBLE WITHOUT7HE WRITTEN CONSENT OF THE ARCHITECT/ENGINEER TOWN BUILDING DEPARTMENT NO WORK SHALL PROCEED UNTIL SUCH DISCREPANCY HAS BEEN RECTIFIED OR 4�. CO2 Area Cssjc na Site address c) THEY SHALL HAVE BEEN ACCEPTABLE PRIORTO ITIE EI'FECTIVE DAIS DF THE CODE �� IOltllen Plan 955 SddresswAvarwe.MdOWck NV 11852 stud S THE OR NOTC ONSIDE ER HAS ABLE O O AND DR A INGS!•tRTAW CONDiT(tTNS EITHER NOT 4, ALL MASONRY LINITIS SHALL CONFORM TO^W D'J'J,DT.IG CODE DD505 Kitchen trrterior Elev studio alb architects SHOWN OR NOT CONSIDERED RELIABLE ON OLDER DRAWINGS R.i +FD TO THE ARCHITECT,OR 5 THE MASON U0N S=ffTA1N EQUpUEN fiiSE MAWrs REOWRED IN ACCORDANCE WITH OD606 N%`I.pheee2 051 WEST MAIN STREET NOT MEASURABLE DUE TO ABSENCE OF DRAWINGS,OR INACCESSIBLE TOs-atFY IN THE FIELD THEBUEDING CODE AD,NY 11901 PRIORTO PREPARING THE DRAWINGS DD5-08 SElcophase2 T,831 581 9 1402 _ B. ALL NEW WORK SHALL COMPLY WITH ANSI 117,1 1980 AMERICAN NA-.."JAL STAvDARD 005.07 SW Iso phese2 T•631 ACCESSIBLE PND USABLE BUI.DIN06 AND FAgL1T1ES P.07 pWmHng laycup F 6313231426 - 4 ALL WORK ON THESE ORAN1NGS SHALL BE CONSIDERED NEW WORK WHETHER"STATED pRN07 7 ALL NEW INTERIOR WALLANDCEB1%rFHE65HALL HAVEAFLAMESPRFAD CLAS.�F1cA710N OF e meS Mo�studlaeberchlects conn EXCEPT WHERE SPECIFICALLY NOTED A6'EXIS71N0 TO REMAIN' - _ - NOT GREATER THAN 200.SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450,AS PER SECT,ON MOI -k1v:.^,Louts 5. COORDINATION OF ALL WORK UNDER THIS CONTRACT SHALL BE MAINTAINED TO ENSURE THE Roi+•Lfi RESIDENTIAL CODEj. � 0.14 W'ttllen Dea..'s i1LL r!krT:,;RS!al AND SOUND-INSULATING MATERIALS SHALL COMPLY WITH SECTION 8301.10(NYS q _ A15 2Fl WL.WAY DETIaLS 1 QI1M1Nq�D TIMELY COMPLETION OF THE WORKI+ROJECT. RESrw1fi:'�„-'^by 2FL NdxWA Y D IrN 9 THE CONTRAC,;--FS:ONryBLEFORFIUNGAPPLICATIONS AND OBTAWINGPERMITSFOR 0.12 2FL OefaTsi 6 THE CONTRACTOR SHAYTOFSCODINECT AND/OR REMOVE ANYEXISRNG PLUMBING,ELECTRICAL SCAFFOLDING,ANY Qln:4�7i;Srg1 rCT:u^N EQUIPMENT pR PUBLIC PROTECTIVES REQUIRED TO FIXTURES,WIRE CONDUITS,OR OTHER W6RK WHICH MIGHT INTERFERE WITH THE WORK OF THIS ENSURE SAFETY OF OPERATION,--., - A13 Entry DctsWs2 CONTRACT. _ _ ... A.18 Laundry,Powder Ream,Master BaOtoom Deals 7 THE CONTRACTOR SHALL PATCH AND REPAIR ALL DAMAGED OR EXPOSED SURFACES DUE TO ZONING: A-19 2FL Bamroom Dan- CONTRACT WORK ALL NEWLY INSTALLED,PATCHED WORK AND ALL AFFECTED EAS SHALL BE - _ S 03 porch F2mmg Elevations FBISHED Sp THAT THE ENTIRE HORIZONTAL OR VERTICAL SURFACE TO THE CLOSEST CORNER IN ZONED 840 _ S05 2FL Deddry laymq ALL FOUR DIRECTIONS MATCHES SCHEDULED CONDITIONS. REO ACTUAlAPROPOSED S.06 2FL De dit g Layout LOTARFA„,__�. �� W 40,000 35,201 NIC AS EXISTING 0.17 Basement Entry Ddada S FURNISH ALL CONDITIONS, NECESSARY NEW MATERIALSAT NO ADDITIONAL COSTTO THE CLIENT FOR THE BUIDABLE LAND___._.. _ 23,043 A20 Ld6M.OwrPan Detail FOLLOWINGCONDIOMPL LOT WIDTH.. _ 158_.`__ 10055 N/C AS EXISTING A21 LM Slid.Bad.Detd. a)PERFORM HE C COMPLETED WORK THAT HAS BEEN REMOVED OR DAMAGED W ORDER TO LOT DEPTH .__ __.__._ 175.--.._,.__ 352.54 AS EXIWMG A.22 Typical Details PERFORM THE CONTRACT WORK FRONT YARD ___ _.� 50__ ._„„_ 124 9 1 1B T.07 TITLE SHEET b)TO FURNISH THE WORN OF THIS CONTRACT W WORKMANLIKE MANNER 1 SIDE YARD___ .____ 15.r__ __,�__ 15 4 AS EXISTING 2SIDEYARDS ..... _ 35___.... „_ 33A WC AS EXISTING 2 18 C01 Srormwoter Maia9emern Ran 9.771E CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL REAR YARD• +`^ 50•_,_, ,�_•„•__ 151 6 AS EXISTING 9 M A01 at.Ren.flow Plans WORK DURING CONSTRUCTION AGAINST DAMAGE,BREAKAGE,COLLAPSE,DISTORTIONS AND OFF BULLRING AREA EXISTING BOARDWALK 175.62 4 18 A02 at.Pans,9ev�o$ ALIGNMENTS ACCORDING TO CODES AND STANDARDS OF GOOD PRACTICE FJ0ISTIN DECK 100363 5 IS A.03 Buwng Sections 10.DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY FOR PROPER AND ACCEPTABLE EXISTING HOUSE 121177 618 Sol Srucurel Notes,Typical Structural Decals CONSTRUCTION INSTALLATION OR OPERATION OF ANY PART OF THE WORK AS DETERMINED BY LOWER DECK IOoze 7 18 S02 Decldng Laymds CLIENT OR ARCHITECTIENGINEER SHALL BE INCLUDED IN THE WORK THE SAME WAY AS IF HEREIN _ ENTRY DECK 7434 a !8 E01 EecWsel Layout SPECIFIED OR INDICATED. 'ENTRY 83.82 SCREEN PORCH 33456 (FUTURE)POOL, Na Deacrl Son Dare 11 LL BE CONSTRUCTED NAMES MO PRODUCT 3USHMENUMBERS QUALITY INDICATED OR INCE OS,IT POOL DECK S SHALL R CONSTRUCTED S.MEAN THE ESTABLISHMENT OF QUALITY ANO PERFORMANCE ACCESS STEPS 1500 STANDARDS F SUCH RENTS.ALL OTHER PRODUCTS MUST BE SUBMITTED TO THE ARCHITECT FOR TOTAL 4,693.55 APPROVAL BEFORE THEY SHALL BE DEEMED EQUAL, BUILDABLE LOT 23043.12 12 FIRE STOPPING SHALL BE INSTALLED AT ALL PENETRATION$OF FIRE RATED CONS7RUCT1ON AS COVERAGE_,- -- -- 20%MAX_-• 1893% PER SPECIFICATIONS HEIGHT IN FEET_,__ __3s_ .,.,_,.__ 188+1- AS EXISTING 13.SIZE OF MASONRY UNITS AND WOOD MEMBERS ON PLANS,BUILDING ELEVATIONS AND SECTIONS ARE SHOWN AS NOMINAL SIZE �+ 14 DIMENSIONS ON PLANS ARE INDICATED FROM SURFACE TO SURFACE BETWEEN WALLS, CODE COMPLIANCE: PARTITIONS AND OTHER ITEMS EXCLUSIVE OF FINISHES.UNLESS NOTED OTHERWISE L) Usecu Use(s)and Ocpancy CJassaicetlon(sr Accessory BtdUng fw Single Fwngy Resklence - 16 PROVIDE GUARDS,LXFLUL6,FENCES,CATCH PLATFORMS.DECK NG,NIGHT LIGHTING,ETC.,AS 2)Height and Fire Area,16.8',1 scones,Fire Area We REQUIRED BY THE BEGA7ING AGENCIES TO PROVIDE ADEQUATE PROTECTION 3.)Type of Construruon.Type VB,2 S plat(wm construcmn 41 Structural Design wteia.Engineered. 19.THE CONTRACTOR SHALL KEEP WORK SITE FREE FROM DEBRIS AND ACCUMULATED REFUSE, ENERGY CODE NOTES:ae Swcurd Dravnnas SUMMARY OF WORK AND SHALL HAVE SOLE RESPONSIBILITY FOR PROTECTING ALL DANGEROUS MEAS FROM ENTRY BY 1),)ALL WORK SHALL BEIN CONFORMANCE 702016 NYS ENERGY CODE UNAUTHORIZED PARTIES.SITE WILL BE LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY 2T.)ADDITION AND ALTERATION AS PER 84021,R4022,RA02.31 THROUGH 3.S.84024 THE SUMMARY OF WORK SHALL INCLUDE BUT IS NOT LIMITED TO 3).ALL GLAZED FENESTRATION SHALL BE 11=0 32 OR LESS 17.THE CONTRACTOR SHALL MAINTAIN FREE AND UNOBSTRUCTED ACCESS FROM ALL SPACES AND 4))HEATING AND COOLING AS PER 84023.1,81031,R403.3,R4035,R403 5 1 LANDING LEVEL ENTRY ADDITION ADJACENT SPACES THE EXTERIOR OFTHE BUILDING AT ALL TIMES 5T.)LIGHTING AS PER R4o41chedde framing decals.See SWcOad Drawlnas 2 ALL RELATED HEATING AND ELECTRICAL WORK 6).)AIR LEAKAGE AS PERR402.4,TESTING(BLOWER DOOR TEST)SHALL BE DONE TWICE,BEFORE THE 18 THE CONTRACTOR SHALL,UNLESS OTHERWISE PROVIDED W THE CONTRACT DOCUMENTS, 11 ALTERATION EXECUTION,AND AFTERTHE EXECUTION,DUE TO THE DIFF'ICULTYTO TEST THE ENTRY SECURE AND PAY FOR REQUIRED INSPECTIONS PERMIT(6A FEES,LICENSE AND INSPECTIONS 12-ADDITION,WHICH IS COMPLETELY OPEN TO THE EXISTING SPACE y In this scope NECESSARY FOR THE PROPER EXECUTION OF THE WORK 13)Tnmc design draam ils lith ce riicauon Wa THE OWNER RETAINS THE RIGHT TO INCLUDE OR REMOVE ANY ITEMS ABOVE FROM THE CONTRACT 14.)Energy calculation from des(gn professional.Presodpbve,nla 19 MINIMALIZATION,SEPARATION,AND RECYCLING OF WASTE ARE ENCOURAGED. 20.ADDITIONAL DITIO ALNOS ICH ARE APPLICABLE TO THE PROJECT MAY BE FOUND THROUGHOUT THE CONEABBREVIATIONS: AFF ABOVE FINISHED BOOR H OR 147' HEIGHT THEARYRIGHT 02017,STUDIO AB ARCHITECT$ ALUM ALUMINUM LLP. HIGH POINT THE ARCHITECTURAL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STUDIO AIB ARCHITECTS 8 AND Rp. HARDWOOD AND WERE PREPARED AS AN INSTRUMENT OF SERVICE To THE OWNER AT HMI ER REQUEST,THEY _ APPROX. APPROXIMATELY HVAC HEATING VENTILATING AND MAYNOT BE DUPLICATED OR USED IN PART OR IN WHOLE FOR ANY OTHER LOCATION,PURPOSE, MCH, ARCHITECT AIR CONDITIONING PROJECT OR OWNER WITHOUT THE EXPRESS,WRITTEN CONSENT OF STUDIO A/B ARCHITECTS AT HORZ AIRONITI 1 BBTAL LIDG BUILDING ICMU INSULATED CONCRETE MASONRY CONTROLLED INSPECTIONS: CI CAST IRON WSUL INSULATION LOCATION MAP: CLG GECENTER LI"E INT iNTERIOR CONTROLLED INSPECTIONS AND TESTING AS REQUIRED By THE DOCUMENTS,CLIENT AND THE LF, LINEAR FOOT SOUTHOLD BUILDING DEPARTMENT CLO CLOSET CMU CONCRETE MASONRY UNITLP LOW POINT :ice. -+ COL COLUMN MAT. MATERIAL THE CONTRACTOR MUST NOTIFI'THE ARCHITECT OR ENGINEER FOR CONTROLLED INSPECTIONS AT "'k5., xf-xw .LL '('�`�"'t "" •�'R'r.,"'- MAX MAXIMUM LEAST 72 HOURS BEFORE THE SPECIFIC WORK COMMENCES "F "$e, ';J<s k>^'u`'�'s -+e."'<�^'`ta+`}£"+ )'^ ^r'. CaVG CONCRETE d, ,-" x a "` ;?•,�.. ,#., a.-+� rJ7+. MECH.14MECHANICAL e .• - F'""s,.. �,.°.. CONI. CONTINUOUS MW MINIMUM C.J. CONTROL JOINT ',+,<-1 k CDR. CORRIDOR MTD METALED SITE SAFETY AND PROTECTION NOTES: r PRorecrsiTe' , ? NI. METAL ,,,r :(' `•5 -1 q• +•-` CU.FT. CUBIC FEET NIG NOT W CONTRACT u fit,- 5 CU YD. CUBIC YARD Unr•d, .'r Y.1,e` 2-" NOM. NDET DETAIL NO. OMINAL Di0. DIAMETER 1,THE CONTRACTOR SHALL 0E RESPONSIBLE FOR ALL fillE SAFETY ISSUES,MEETING ALL y;-v _ + " ,a FN JURISDICTIONAL AND OSHA REQUIREMENTS _ _ M '" rg i v • , "` '`'�1 M'�s"usi. �"'- `i1, T'+, a�^�-..;r NTS PLYWOOD SCALE �*' �� DIM DIAF14510N �? e'..y=`a,. �`,� PLY PLYWOOD ez:atii� �.jLW.., � "•'��_' €�� DIM DIMMER 2 SITE SAFETY PROTECTIONS SHALL INCLUDE,BUT SHALL NOT BE LIMITED TO,EGRESS,SCAFFOLDING,. 'J�` k:�^�r 1'r - # ¢5£ �r .i3�'-" DR DOOR O C ON CENTER FIRE PROTECTION,TRIP HAZARDS PROTECTION,ETC THEY SHOULD ADDRESS ANY POT ,+' `"•a .,s 2f.`'rl..- � ` 'hN DWG R RADIUS ENTAIL - '�h w,; .s.•` _ ''.¢`„ ''" #n DRAWING RML'G :a•_ dwy ''-' T 1r-='.. RARING PROCEST70N BETWEEN THE EXISTING USE,GENERAL PUBLIC MDEXPOSURE TO THE CONSTRUCTION L .y ia'r§" t a `Ir'' ,�p„ EJ. EXPANSION JOINT PROCESSj�T•r�« _ •.-- x;":.; ' *e:a _ REINF, REINFORCING ;•- - <, tn- _ FJEC ELEVATION PROJECTDRAIN Gni .' • -/ .rs ear `r READ. REQUIRED "`- :S', ' ELECTRIC Stritzer ik.:.'ti4v ENT. EENTR�Y RM ,Ya,e •dt°;�.sY- z rv$1•"+'� a - - i - .,a '`4':^" - Ea sclP STOROIIMCTURAL CONCRETE Addition to a •.;•'•• EQUIP. EQUIPMENTINSULATED EXIST. EXISTING $F 5 p^"� Residence: Landing .' SIM. SIMILAR FEET g '_x`p •=t.� EXT. EXTERIOR "w,J � L FF FINISHED FLOOR -�`"' '.. -. :r"2'`s"""*`" 'Es �•� �- FW FINISH ORFWISHED SPEC. SPECIFICATION Level Ent ry '"x'`.s- g' �# FL FLOOR SS STAWLESS STEEL ^ts r'4'T £r. y-.y ..az 'yo' ..:• ',s. �,'i:•a- �#,r�;§;s,;F FLASH 0 FLASHING STANDARD ._ '•'�,.: +1 <�-• _- `•' '3-'^'-V> s1;a.. F.P FIRE PRO STEEL ;.,1.._ T. „ .- * u -- ,r,:. PROOFING TEL TELEPHONE TITLE SHEET `'' r•` '_ - LxJ;� X•1,• ' - gip= r*°a'F?r-'f" is FT FEET TH. THICKNESS '.':, . GA GAUGE S.P�- �".'r"Z�xtir 's"2cr+3R'. T.O TOP OF ;- it -�.a GALA GALVANIZED TYP TYPICAL ' LL � ;x ,t.. -+ GC GENERAL CONTRACTOR LION UNLESS OTHERWISE NOTED GL GLASS VLF VERIFY IN HE "'••ec §' x ,zF4 s'`ip, 1. GWB GYPSUM WALLBOARD �' '_' W WIDTH w/ WITH WD WOOD SIB! •. �"" 'U--<•��.-- � �� a-_,rr.,i.,.`�' ��SA `�� w'._-+'43�..-,..=�r€_.�.....�,;�u„,,f , ;.��-'•o'';'.�£��i+rd^' WRB WATER RESISTIVE BARRIER �wa cnumbe 1713 , " = Data 12l7118 0-by Checked by PS T.01 scale As Indicated studio a/b architects 16Ad•MAX.CtoC /.�� r BUT SUFFICIENT TO KEEP SEDIMENT ON SITE 651 West Mein Sped, Y FLOW z Rw tmd,NY 11901 6315812402 6313231426 w HAY SALE AN p �\^ \� n Info�studwahercMrectscom 'F1 fY V n=� �J O SILTFENCINGO/� OM.,— L �� G - o -- ---— �_ --- —- - - ---- - Stritzler Family Trust r — — w w 4"VERTICAL o an 51 SU-ple SLOPE FACE w Rmdyn Heigms,NY 11577 Maung Staulumilt' PERSPECTIVE VIEW o �^e,S ��`,S do Stntz1a rusl � ao Jan StM21et Fenner BeoDING DETAIL o N & 444E86th6VaetAp126B Ne Yak,NY 10028 SC MUUMUU 2 Y 2 _. u9 Sae address. �POSt ANGLE FIRST STAKE TOWARD a PREVIOUSLY LAID BALEY✓� l 9553amdalewAverae MaWNdtNV 11952 WOVEN WIRE FENCE -10110 YJWF) FLOW �G�� 'G~ �� CONCOMPACTED STRUCTION ENTRANCE-FOUND TION OF (8x0 o f� r f� n 33 ^ 314'STONE BLEND OR KY STATED 0 T.APPROVED RCA FILTER CLOTH 5 -G G t G FILL TO Is"(Min.)ABOVE EXISTING GR kDE FOR DRAINAGE ^A �� bT.OP f r � PLAN VIEW rJ. EMBFILTER CLOTH �J� E MILT INTO GROUND ✓^ „ ROAD z CONSTRUCTION ENTRANCE-FOUNDATION OF -�•I fn COMPACTED 314"STONE BLEND OR N.Y.STATE NOTE HAY SALE AN D O T.APPROVED RCA M M]UM DRAINAGE AREA SILTFENCING FIU.T018'(Mtn)ABOVE EXISTING GRADEFOR 112 ACRE f 10D LINEAR FEET DRAINAGE TYPICAL SILT FENCE SECTION DETAIL TYPICAL HAY BALE ANCHORING.DETAIL TYPICAL TEMPORARY CONSTRUCTION ENTRY CROSS SECTION 4 T ipl Stormwater Protection Details N.7.S. Na D—ript1w O4ce STORM WATER RETENTION CALCULATIONS "t. ADDITION ROOF 187 SO FT. eWr 197SOFT.X2 INCHIIrRAIN=3117 CUFT USE Cus_010014D STORAGE CAPACITY ASPER MANUFACTURER'S SPECIFICATION 22184 GALAINTT=3673 CUFTA]NIT 31.17 CUFT1 M73 CUFTA]NIT= 101 UNITS USE(2)UNITS OF CuftecS100HD £ I ARAXM l0)aiB.u'r �IBM CULTE EiM1 R�Gl90m WNX1VAT Itat�t£tui s AROUND STONO.41E TOP AND SI GEOTEXTILE AROUND STONE TOP AND SIDES re UANDATORY.BOTTPER 1-2 MCH[25m81mOW. ENGINEER DESIGN _ g WASHED,CRUSHED STONE CULTEC HVLV SFCY2 MIN 05% FEED CONNECTOR COMPACTED FILLi _ 1 ��omwadeotw a WHERE SPECIFIEDo0 eAR'ra �� F AomvlulF_A n»ams er'au�wAren V CIRTEC CONTACTOR 1WHO PAVEMENT OR sF ,{ 1 II ;;- i auxerAeroa�cc.rex HEAVY DUTY CHAMBER FINISHED GRADE bo 24'+/- �'. 4F1—9romtWnnT 4 '°'NF WANeHt e,'IX0.CF�C4f9h3 \,Y I GRANDEE FILLED t]a I a mom Q+ 9o z i TRENCH e �H s - =— g� � _ 1•_ - `"- FILTER FABRIC Q•d pxyTW�A - N I—I _ {—III—I I PROJECT « CULTECNO.86WCIVENGEOTEXN.E(FORSCOUR III—III—III—,�I-1 4"DRNNTILE Addition to Stritzer I—III—III III III—III—I I SLOPED U8'PER u tl toee mYws® 12.0" 3TLP 4D' P 0.9N ' PROTECTION)TO BE PLACED BENEATH INTERNAL MANIFOLD FEATURE AND BENEATH ALL I 1Y MIN. Residence: Landing ! MIN. INLET/OUTLETPIPES sue-GRADE sats Level Entry x GENERAL NOTES + CONTACTOR 100HD BY GULTEC,MC OF BROOKFIELD,CT Stormwater AA STORAGECULTEED=384CFlFT[OJl2MV3]PERIlE61GNUNIT. Management Plan REFGUIDERTO LTEC,INC'S CURRENT RECOMMENDED INSTALLATION F3 ids MAMMUNES Q THECHMALLOWED COVER ON TOP OF UNIT SHALL SE1AMBER WILL BE DESIGNED TO VWBISTAND I. [368MI5 WHEN INSTALLEDALLACCORDINGTACT R,CULTECS RECOMMENDED INSTALLATION MARKED NSTRULTIONS.ALL CONTACTOR 100HD HEAVY DUTY UNITS ARE MARKED eyp1Q1eW R WITH A COLOR STRIPE FORMED INTO THE PARTALOND THE LENGTIN OF THE prgeet number 1713 rA+smuumnamT CHAMBER ALL CONTACTOR 100 CHAMBERS MUST BE MSTALLED M ACCORDANCE WITH ALL APPLICABLE LOCAL,STATE AND FEDERAL Date lznn a s�umtvav REGULATIONS. Dnnm by HA � Cheated by GB 1 Stormwater Mane ement Control Plan2 T ical Cultec 100HD Detail 1 r1 TYDtcal Trench Gut(er Detell C.01(1 c stele As indicated 'S studio a/b architects 651 west?""sveat h 6315912402 31 591 402 11991 M 6O31 323 1426 LoNSt$IOC) QU1D A 3 (A.4mf® udo em Stritzter Family Trust 51 __ Rud.Herehta,NY 111,7111E - Madm9addr NAIdm S 4EB6thStreetADt268 — — — — — — _ — WJan Slntr)u Fender 4 I NmYok,NY 10926 Sae . 955 oWNmew AVety4 MaWtuticNV 11952 i Cn I a a 4: 1a g + I 2 M A03 I rs ' es i — — — —— — ——— — ——— — APPRDx EXISTING6EPTICSYSTEM LOCATION i EASTI EXISTING I{Ep SE G O z DECK St N H L11H CO T ------------- ' ---- r------J. O PROP.ENTRY, \�\ ` \ �p p b r• _ �L -',.__ __; Na De 1ptlon Once t 0\\NL6 n p ,� r- _ __ ENTRYDECKAND o g `s ` ` 6 --" STEPS (HATCH®) .e..y \` ` .t Qp UP UP ON Ory '-311a•FF—a.1 12•�a 1'-t11 9'-6' rn 15T L55-B1rz' V o aro- .P `wri 9+F.°"' -1 I r N fiENCH/ Z as m-Q ,fes---Fw:simFtz_"" _ l 1C �7 m mr'p 1Sia.���"r°�- ---- b.. 'HOES CLOSET I tea _ rn90 I aoz T _ A03 b N _ 17T- COAT CLOS[T N — r EX15TING ACCESS - - ADD(2).100HO BYCULTEC, B.4 — EF II A �'� K 2K" tl-512• 0'5112° zt7 �STO BE $ , b STORMWATER CHAMBER y 45 -- ---- (4)-IOOHDBYCULTEC, C EMSTING EL 56-0° a•-tT• p FOR , PROVIDE EXISTING 3 `AN PA , e MEANS OF AND ECK OL Pw ,.y RUN-OFF 4- • SCREEN POI 1500 F `D , PROTECTION DRAIN TILE IN A02 a ' 9 GRAVELTRENCH PROP.WALKWAY a I EMS -- --- ---``--"�d ! N SCR 0-11 EXISTING ww ACCESS BOARD WALKTO BE WELL TO REMAIN DEMOLISHED WELL HOUSE PROP STEPS TO BE DEMOLISHED 'N � I I oNCR � I w 'ONSTRUCTION B.5 — • 4 AND MACIONE — — — — — — — • STORAGE AREA O PROJECT '�;, l Addition to Stritzer Residence: Landing Level Entry r '.. �pp55 Site Plan, Floor Plans 'S5ti° 51'p5� I I A.2.3 p�IEW � Prgen number 1713 �N $0 11 B SITE PLAN IS BASED ON SURVEY BY Otaeva by 12/7NA a PECONIC SURVEYORS,P.0 DATED OCTOBER 16,2009 Ch-Aw by P$ i Ste Plan n Landmp Entry Level Plan A.01 m Scale As indicated studio a/b architects (A.1est west W.NY u0i 631 591 d,2 11801 637 587 2402 831 3231425 uda(Nstudktabarchrcectscam „ems<<,:.-:.-_; A.1 - - -- — -- ---- -- -- -- --Stritzler Family Trust �t�, 51 Sump Lane '`''z5.. -'ph .. ,L'�=;M.FF Rodyn ei8 " ''=,{t'- #:S wr H hffi,NY 77577 ' --b: {:s& �--�"g! v� rr e.r `»,c,x �'_' Y r ry ate'E -ysv` 8'-6' 2'-P Stteder FamAyheet jw• Vo Jan SFiadw Fenstm '� [`%r'r` <. - .�iyjyg;�:F f a-`4u -..F,• _ ...... >1"M"`i; k>x'' N York, 26 .. 444E66th 6tra�APt 26B ea Nv7oo >#''',Y:rii-g`.;t�..•7:vE,;:t:�v',+�, zh_nx;," -r-€c- tc..-{ .$'.;`w�y;,k -s: „ '$rx�-'-'r�..c_., Y_N. -'z--rw '-€ Sde edtlress ettltark NY 71 T�f� .r_ �� ;i4. B55 SouMWewAverae,M 852 f 3 'i+, ' --�,;� '�r fir' tk :;�" >f,r N, �-.:.ter-a ' ' r5,x�:,P •tai, 'j`�, N" ";,,;'�# •f..�- y ami i-ti: (B.1 T — �17n�-_'''� 'inf_ 'a`'�,^.�z�j�J'S���d�Mz^ySZ,.y-�•it4-` hY'�" .<��44,yy — B.1 �' _ '���hT.�Y`�q�J;��.b: _ _ — _— -Ti ��`:;�.'; .•�+" ���ir +� ;:r.- ��E�t���"3r;�3>,;k^i..;E`.�� T1 � `;�„�s'�':=�`-�^';:,,?'s3� ' ; :='23'?�-.r-" ':".-"'t' -E!r.; `*s.:,h= ,;r.. a',`..x,: �.,•i-fsr,ee. ,t=-=�=''e�.� `,.� •, a;;; ::,-�=-�..L=c�-^ _ � �,�.• �c '�--``� NEW zxa snros wau Ewsnrvo HOUSE WALL PROP ROOF EXTENSION is'�,:'..; ,�Y12 -;�`yt - NEW 2XB STUDS SOFFIT WALL ,j";-;'`--' '7?tP.FJiii�' GR 7fYP,ERA? ,OT�,�C�t.,`"� I 5- A02 � =K��`xy+a' 4 .1-�pn—-�—T"._.v '=a h: � 5• A02 ;i �,`„+k����,-a'n. �s�- �.r•- 3 r �,-,^4`".�:�'ajt;���: tn_.'��,�.`-�_`a;�=�;`-';i.-%.'..,�-`,3�'�'�!st. - - �-- xzs- � SL4 EXISTING SL(tEENPORCH.y',-*i�''_•�" !C�';�'>�3' -A>+,�3;�e�_"���rig. .aa� " �.'I't,Oa'M'C''-�`-`""'<-�_' GABLE END wlUl „%;rt x —r 'vt'%•., *.s?. . ., ROOF GSCREENPORCH i F`�bn Y.n tz,-�E-- �3�K .4y',-.• ,--,�'sry ���. -faROOF -HALTS1iWG - T'StiA4G�5"""'� it' SCREEN PORCH SIDE WALL � I A02 7 I 2 A03 A03 A03 A03 Na OescHptlon T74ce A.2.3 A.2.3 1 Roof Plan U er Level /2 Roof Plan 114" 3 1 2 A03 A03 A 1 AD3 B.5 (B.4 (13.1 ! 3 NEW ROOF FASCIATO MATCH FASTING 0.03 1/2"PER 12"SLOPE EPOM OR PVC SINGLE PLY WATERPROOFING EXISTING I EXISTING ROOF EXISTING EN POR H EXTENDED ROOF FASCIA EXIS7MG SCREEN PORCH ROOF TO MATCH EXISTING ASPHALT SHINGLES I TON O MATCH EXISTING- 4X4 KtSTI1GEXISTING MAN HOUSE ROOF FASCIATO MATCH EXISTING 4X4 CEDAR I I SIDING TO MATCH EXISTING BLEACING OIL,TYP. EXISTING SCREEN 4X4 CEDAR PORCH- TRIM TO MATCH EXISTING,TYP — COLUMN, BLEACHING Olt, TYP. L — Li - El 1:11:1 ❑ ❑1 � PROJECT . ' _ � Addition to Stritzer 1=11 Residence: Landing Level Entry 1=1 I_�_-III IL-III—III= I—II I—I I I= INTII Roof Plans, Elevations III— — RaLNGTOMATCH —III I I 1=III-1 I I—I I II I I I I—III—III—I I III—III—III—III—III—III—III—I 11=T111—I I EXISTING _III III=1 I I=111=1 I I— I I— 1=1 I I—III III I I1=1I I-1 I I—I 11=1I1=1 11=1 I I-1I1=1 I I— I I—I 11= WALL PERGED CRAWL SPACE VENT AND NEWSTARPrgecl number 1713 GISE I I NEW STEPS I I PROVOIE PROP.COVERED ENTRY I I ACCESS GA RPIUNGTOMATCH PRCK RAILING TO MATCH EXISTING EXISTING Date 12/7118 Drawn by HA Q Checked by PS West Elevaton 4- Ent South Elevation r Entry East Elevation r 1/4" A.02 O2 Scats 1/4"=1'-0" PROP AWNING studio a/b architects A03 651 Hes(Main SBaet Rivmbead,NY 1191 ( ( (i3.4 - (i3.5 631332231426 g.2 g.1 Info�studroabarch8ecte.cdn Owner -- --- --- - -�-- T---- - -— --- --- - - -- ------- - ---— --- Stritzler Family Trust I 4 EXISTING ROOF ROOF 51 � N rti�Lane EXTEN Roslyn Heights,NV 17577 i M."@ EXISTING SCREEN SUndadd—. i PORCH ROOF 1 4Jan Sudsier Fenster 444 4 E BRh StreetApt 26 B ROOF�l New Yb k,NY 1W28 (� Site address, SIN 6T-10 314" 1 —� — — — — 955S01dVImAvemle,Malbtuck NY118S2 EXTEN1 EXISTING p PROP RAILING I \ 8 0` 2 s — — _ — _ Flrst Floor� 0' 6 -10W"—V— g • $ D I PROP P RMEAS M/ILLK I � S�c�re_�en Porofi Leve! Ito IJ ,'-11/2" Vi�6 �landincLevel n SIT-1 P OPOSED STEPS - - /— — I I I I I I � 1 Section thru Pro Deed Ent Pomh Na DescNptlon Ohte 1 2 Atli A.03 /\ (A-1 A.2.3 (B.1 (13.4 NEW LOW SLOPE ROOF (B - EPDF OR POF SINGLE PLY WATERPROOFING ON3/4"PLYWD SHEATHING I I EPDM OR PVC SINGLE N TAPERED 2X4 _ PLY WATERPROOFING - - 3 N2X12 @i6'OG ON A03 SHEATHINGEAT14ING I zx6 RwriE BDARo 2X4 FURRING RAFTERS CII.or- FOR SLOPE ON EXL4T/NG ROpp 2X11 RAFTERS @1T O G(NO SLOPE) F}� EXISTING SCREENPORCH ROOF PROVIDE ENCLOSURE BOARD 14'V (r-e- V-37aF 2' V-8` -Ir TYR ION 1 ort IXTEN ON OF BUI.TIN CLOSET EJISiWOOECECK 1 WHERE ROOFS TO GROSS.G CONST ( INSTALL WATERPROOFING TO I WRAP 2X8 STUDS 712.112" W/R18 MSUTATIN 1X12 FASCIA TO MATCH EXISTING COAT HANGER ROD (Z)-2X12 BELOW SOFFIT SOFFIT 10 PVC BOARD F3J 2X12RAFTCHT GHi — OOD ON 3,4.FLOORING TO MATCH E70STING— Flrst Floor. _ R a ON 2X10JOISTPLYWOSHEATHING is-O-C 6Q-103/4" D e EXISTING HOUSE - 1 N SIDING O MATCH EXISTING N NG ON 2X4STUDS Q 7G O G .Landin Level Landis Level SG-11/2" b a — — 56'-1121 NEW CRAWL SPACE E7tl5T1NG CRAWL SPACE - CRAWL SPACE I- _ Basement_Jl 51'-41/4'• 1 7 RAT SLAB I I I ON DAMPPRooF g"8, I I n North-South section thru Proposed Entry n Wesl-East Section thru Proposed FsUv PROJECT Addition to Stritzer Residence: Landing Level Entry Building Sections Room Firdsh Sdredtde InR3enan Sdiedda Roam Name Heor Base Trim Finish Wag Cahn CarmmHRs msilaaons Cenat m- Material Thdmeaa,Riid- Note Speen Potd. Mariogarry1x6 T3G MehoBarrylx2 62miar Deor TNm see Doors hedJa.4dedarOoarTNm'Peirned(Type 6), PadieOy Ryesh Board.peirced F�pased tartars artl c�er9es, ms1a11 satmdlnsWatlan an pennons and tloarim Wag Tnm tlear seals(rype E),Wind-$1tdearsealed(Type E) painted,3/4-pN..md paned cabng 1 New Ria1Ca31ng Combmaoon o!Closed Cel SptayFoam Msulaaan 3",R78 posed C .and 8 between 2x12 mftm number 1713 end gaaswod Bail between Talars 1/4",IhC30 Glassvvol para 127118 Batt,total R4B 2 New We0 Bap isulabon S 12',R21 between 2x6 sHda ° W HA a Door Sdiedule 3 We0 pan of ewsbig Saaenpmch posed Cel Spray Foam Irnulaaon between lash H 312',R22 Carty between2x4 Checked by ps dspace around vandmv and nlsidahIvaeM the stnmapace ht, sprayroam 41 .O� m Mark Room poarType Din Produd Knish Frame aW Tnm 4 5h im Wd(Set thedc Hota duos 5 Floor shave wcandiuoned apart Bal hmularimi 81/4',R39C behesari 2x10)wets t'•. _�__ scale 114"=1'-(r `5r' 1 GENERAL NOTES. (AS PER CODE STATE OF NEW YORK AND AMERICAN FOREST&PAPER ASSOCIATIONS WOOD FRAME ' CONSTRUCTION MANUAL FOR 162FAMILY DWEUJNGS) FASTENER studio a/b architects THE FOLLOWING NOTES ARE TYPICAL. ® FASTENER TYPE PANELSPAN 4FOOT BFOOTTYPICAL.REFER TO ATTACHED FOR APPLICATION <4 FOOT <PANELSPAN <PANEL 6pgN 7 DRAW4NGS Afa:NOTTO BE SCALED.USE DIMENSIONS ONLY CONTRACTOR SHALL CHECK ALL DIMENSIONS AND <B FOOT <8 FOOT 651 West Main Street, Riverhead,NY 11901 CONDITIONS AT JOB SITE,ANY OISCREPANCIES OR OMISSIONS FROM PLANS AND/OR SPECIFICATIONS MUST BE CALLED TO 212-#5 WOOD SCREWS 16' 1Y Y 631 5912402 THEATTENRONOFTHE RECORD ARCHITECT AND SAME CORRECTED WITHIN(5)DAYS AFTER CONTRACT HAS BEEN 212'#8 WOOD SCREWS 19' 16" 1Y 6313231426 ® AWARDOTHERWISE CONTRACTOR WILL BE HEIR RESPONSIBLE FOR SAME. SIMPSON H4 mio�studioaharch(tects.com a. THIS TABLE 5 BASED IN TA MPHLED WIND SPEED ANDA 33{007 MEAN ROOF HEIGHT WARY 2.DURIMCONSCONTRACTOR MIDI N AGAINSUBCONTRAC ORS GE;SREA LL BE RESPONSIBLE FOR ADEQUDISTORTIONS AND MISAgNp AND PROTECTINGALLAU b FAILS SHALL-BE SHALL BE INSTALLED OR AT OPPOSING ENDS OF THE WOW STRUCTURAL PANEL _ 0- APPLICABLE - DURING WNSTRUCTION AGAINST DAMAGE:BREAKAGE;COLLAPSES;l71STORNONS MID MIS/WGNMEM ACCORDINQ TO ALL -a-NA4.S 6HALLBE 70d COMMON OR 12d BOX NAILS - - ---- SIMPSON H70 - ---^--- - - APPLICABLECODES,STANDARDS,AND GOOD CONSTRUCTION PRACTICES d WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRYISTUCCO,THEY SHALL BE ATTACHED UTILIZING SIMPSON StritZler Family Trust WSRAT)ON-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE WITHDRAWAL CAPACITY OF 490 POUNDS. 3.ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED N THE WORK SHALL BE N STRICT ACCORDANCE WITH THE e. WHERE MULTIPLE PANELS ARE NEEDED,USE 2X4 ALONG THE PANEL JOINT 51 Sbmll Lane LATEST E13MON OFA.STM SPECIFICATIONS WHERE APPLICABLE AND SHALL CONFORM TO THE STANDARDS AND Roslyn He gMs,NY 11577 RECOMMENDATIONS OF THE VARIOUS TRADE INSTITUTES(ACJ.,ALSC,S.J L,ETC)ARE APPLICABLE ALL MATERIALS USED IN CONNECTION WITH INS;PROJECT MUST BE NEW MATERIALS UNLESS OTHERWISE STATED FJa9ing addmss. NAILING SCHEDULE Stnirfer Family Tmst 4.ALL DIMENSIONS MID CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR TO CONSTRUCTION AND PRIOR TO ORDERING AS PER AMERICAN WOOD COUNCILS WOOD FRAME CONSTRUCTION MANUAL FOR 1 8 2 FAMILY DWELLINGS d. 96th fitreU�� JOINTDESCRIPTION NUMBER OF NABS NAI- New Yerk,Ntr 10026 Apt 26B 5 CONSTRUCTION TO CONFORM TO NYS BUILDING CODE,RESIDENTIAL CODE,ENERGY CONSERVATION CODE,FIRE CODE, ROOF FRAMING PROPERTY1111A ENANLE CODE,PLUMBING CODE,MECHANICAL CODE,FUEL GAS COOEXVILLAGE OF OLD FIELD CODEJ AND RAFTER TO TOP PLATE(TOE-NAILED) 9-tOd PER Skit�- ALL OTHER CODES AND REGULATIONS HAVING JURISDICTION. BLOCKING TO RAFTER(TOL-NAIID) 2-6d EACH 955 SwWW;aAverue,Matiltuck NY 11952 &THESE PLANS DESIGNED TO MEET OREXCEEO THE REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE WHEN RIM B TO RAFTER O4HAa Fn 2-184 EACH SIMPSOjH1 BUILDING IN ANYJUWSDICRON,EITHER INSIDE OR OUTSIDE THE CODE,VARIATIONS MAYBE REQUIRED RISTHE WALL FRAMING SMPSON II @EVER RESPONSIBILITY OFTHEPLAN PURCHASER OR BUILDER TO VERIFY SUCH REQUIREMENTS WITH THE LOCAL CODE OR TOP PLATE TO TOP PLATE ACE NAILED ENFORCEMENT OFFICER AND TO AMEND THE PROPOSED CONSTRUCTION AS SO REQUIRED OF ) 2-16d' PER 449 RY TOP PLATES AT INTERSECTIONS(FACE NAILED) 416d JOINTS-EACH SIDE 7 MNTRACTORSHALL LOCATE ANO IDENTSYALL UNDERGROUND UTILMES PRIOR TO EXCAVATION CONTACTALL UTLLRY STUD TO STUD(FACE4IAILED) 2-IGd 24"O.C. SIMPSON SP2 COMPANIESiFREU=TION IS REQUIRED ANDIOR REPAIRS. HEADER TO HEADER(FACE44AJLED) 16d 1G'0 C ALONG EDGE SIMPSON H2 @EERY (L THROUGH 11 (NOTUSFD) BOTTOM PLATE TO FLOOR JOIST,BANDJOIST,ENDJOIST,OR BLOCKING 2.164 PER STUD @EVERY (FACGNAIFD) STMPSON SP4 12.ASSUMED SOIL TO BE SAND OR GRAVEL,WITH MINIMUM TRACES OF DRY CLAY,WITH A MINIMUM BEARING CAPACITY OF BOTTOM PLATE TO FLOOR JOIST,6ANOJOIST,ENDJOIST,OR BLOCKING 216d'" PER FOOT SIMPSON H7 @EVERY TONS ISQ.FT. (FAC15 ABED) @EVERY BOOR FRAMING CO SUMPTION.I BE OTHER SUS ARE ENCOUNTERED. TERED.MINIMUOW PSL 28 DAY SOIL VALUES A PREDICATED ON THE ABOVE SOIL ALTERNATIVE WALL TO ROOF CO1A EER SPA a 7ERNATNE Wal I TO ROOF ONNECTION� MUST BE REDESIGNED. IF E.H2 SMS ARE ENCOUNTERED,LOWER BEARING VALUES ARE TO BE ASSUMED AND THE FOUNDATION BRIDGING O TO TOP PLATE AI CORDER(TOE-NNLED) 2-8d PER SRIp SPACN• AME S TR ccmnclFR pgCN $IUD SpggNG DIFFERENT FROM TR SRAiA- R SPAr'N MUST BE RFSIEBIGNED. INDIVIOl1AL SITE CONDITIONS MAY ALSO REQUIRE SPECIAL FOUNDATION DESIGN,WHICH IS THE BRIDGING TO JOIST(TQE4J/NLED) 24{d EACH END (NTS) (NTS,) RESPONSIBILITY OF WE PLAN PURCHASER OR BUILDER BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END 14.STRUCTURAL SMaTO BE ASTM A36.DETAILED.FABRICATED AND ERECTED PER AISC. BLOCKING TO SILL OR TOP PLATE(T0E41ALLED) 3-16d EACH BLOCK TYP.Structural Dat.Wap to Roof LEDGER STRIP TO BEAM(FACENAIED) 3,164 EACH JOIST ll CpnneQtions 15-ALL WOOD FRAIMG,INCLUDING JOISTS,BEAMS,POSTS,STUDS,ETC.,TO BE DOUGLAS FIR LARCH NO 2 OR BETTER JOIST ON LEDGER TO BEAM(TOE40ILED) 3-ed PER JOIST - (UNLESS NOTED OTHIERWISE) BAND JOISTTO JOIST(END-NAILED) 3.164 PER JOIST Lumber0eviin Oteria BAND JOIST TO BILL OR TOP PLATE(TOS-NAILED) 2-16d' PER FOOT Vlsu*9redad lanber Douglas Fir Lamb(I2Sorfared Ory or Green 9 19%me*-mdslum camera) ROOF SHEATHING AIYalues and fading amfmnthe National Design SWUNcabans for STRUCTURAL PANELSSIMPSON 1Od 6 EDGE/6- Wood Oorrstmmon IDS-2001 2-8d PER SUPPORT C62q OR HS Exbane Fiber Sm-br Bexfmg(Fb) 3.8d PER SUPPORT (N EVERY STUD Single Members Repolitwe use Factor pending Stress Me WFb Ips)Of Fb 6.0 Cr W(poi) WALL SHEATHING 2x5 850x1-30=7715x1.15=1271 STRUCTURAL PANELS 10d 3"EDGE/1S 2x8 850x120=1@0x1-15=1173 2x10 6.50x1.10=935x t15=1075 GYPSUM WALLBOARD 5d coders 'r EDGE IJVFIFLD N. Deacrlptlon Dara 2,12 850x1Jgm BSOx1t5�978 CEILING Hon-AWShearSbess=FxCH=190 psi GYPSUM WALLBOARD 5d coders TEDGE 110"FIELD Modulus of Elasbcid.1.60E-06 psi 16.ALL LAMNATED V84�R LUMBER(LVL)SHALL MEET THE AMERICAN PLYWOOD ASSOCIATION(APA)ENGINEERED WOOD SYSTEM(EM)STANDARD PRL601 WITH A STRESS CLASS OF I BE-260OF FLOOR SHEATHING 17.ALL PLYWOOD USED STRUCTURALLY SHALL MEET THE PERFORMANCE STANDARDS AND ALL OTHER REQUIREMENTS OF STRUCTURAL PANELS APPUCABLE LLS COMMERCIAL STANDARDS FOR THE TYPE,GRADE AND SPECIES OF PLYWODD AND SHALL BE SO IDENTIFIED L P4 1"OR LESS 8d WEDGE/1Y SIMPSON BY AN APPROVED TESTING AGENCY. GREATERYHANI' Iod G"EDGE I6'FIELD 'EVERY 18.ALL WALL SHEATHING SHALL BE APA RATED STRUCTURAL PANELS CONFORMING TO PRODUCT STANDARD PSI WITH A NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6.O C AT PANEL EDGE IF WALL SNEATHNG IS (NTS-) MINIMUM THICKNESS OF ISW.THE PANELS SHALL BE APPLIED WITH THE LONG DIMENSION ACROSS THE STUDS. NAILED 3'O C AT PANEL EDGEROOMS OTHER THAN SLEEPING TO OBTAIN HIGHER SHEAR CAPACITIES,NAILING 10.ALL FLOORAND ROOFTiHEATHING SHALL BE APA RATED STRUCTURAL PANELS CONFORMING TO PRODUCT STANDARD PSI REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS,SUCH AS SHEAR WOT7 A SPAN RATING CONSISTENT WITH ITS MENDED USE AND A MINIMUM THICKNESS OF 15r.IT(19/32"FOR FLOOR PLATES,SHALL BE USED TO MAINTAIN THE LOAD PATH SHEATHING). " WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE TYP.Structural Det-Nall to Floor PERMITTED TO BE REDUCE)TO 1.154 NAIL PER FOOT. n Connections 20-THROUGH 30. (NOTI1SED) 31-GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO EXISTING CONDITIONS. 32.ALL FOOTNGSTD RST ON VIRGIN,UNDISTURBED SOL WALL OPENING MEMBER SCHEDULE ROUGH OPENING HEADER HEADER TO NUMBEROF SIJ- BILL TO WALL 33.FOUNDATIXNSMm FOOTINGS SIZED FORBEARING ON VIRGIN SOL AT MIN4UM BEARING CAPACITY OF 2 TONS PER SPAN WALL JACK STUDS CONNECTION 4X4 ACO SQUARE FOOT WIM A MMTMUM OF Y-(r COVER CONNECTION 6'>=W>6' (2)-2X12 OR &led END- (1}2X6 16d 34.PIER FOOTINGS STUIl EXTEND E FROM FOUNDATION ON ALL SIDES AND SHALL BE 12-THICK (2}MICRO 13/4"X T(2}2X6 (3)-16d COLUMN LED 35.ALL EKTERIDRFPoW WG,AND NTEMOR FRAMING DNECTLY CONTACT TO CONCRETE ORMASONRY,SHALL BE ACQ 9 1A OR LARGER SIIIPSON HTStb TMBT TREATED LUMBEL FASTENERS TO USE WITH THE TREATED LUMBER SHALL BE STAINLESS STEEL,OR OTHER APPLICABLE6'r-W>4' LARGER ai 6.16d END. STI7APS MATERIAL. (1}2X6 (2}2X6 (3)-16d COMPLIES WITH TABLE 3 30 LARGER TOE-NNLEp WFCM-1995 36.ALLHFAOHLSTOBE(2)2X8 UNLESS OTHERWISE STATED. 4>-W (AG R 4164 (1}2X8 (2}2X6 �1 COMPLIES WITH TABLE 3,30, CONCRETE 37.ALLHEADER.STO BE SUPPORTED BY DOUBLE STUDS(TYP),UNLESS OTHERWISE STATED. VJFCM-1995 z CYLINDRICAL 38.PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS AND UNDER ALL POSTS AND PARTITIONS UPLIFT CALCULA710N,MONOSLOPE ROOF RUNNING PARALL8TO SAME SIMPSON STRONG TIE 39.BR9 ONG TO BEEITHER SCUD,1"X 3"OR 18 GA.CROSS BRIDGING,MIN 6'4`0 C Tu=WU0ft X(16/12)x L2=36 Psf x(16/12)(17-251)12=4,4 HEADER INSTALL SIMPSON H1 HURRICANE TIE AT EACH RAFTER END. EADER TO JACK 40.ALLSTRUCTURAL WOOD SHALL BE KEPT 2"BACK FROM CHIMNEYSPosr LATERAL LOAD CALCULATION,FOUNDATION HOLDOWN (Nis.) 41.JOISTS HANGER$ETC.TO SE-SMPSONSTRONG TIE'OR APPROVED EQUAL FOR FLUSH STRUCTURAL CONNECTIONS. HOLDOWN FORCE-VxH=6347 42.FIRE BLOKINGTDCODE RW2.a INSTALL SIMPSON HDIOA HOLDOWN AT END OF SHEAR WALL /1 Connection�Det Wall Opening LATERAL LOAD CALCULATION,FLOOR TO FLOOR CONNECTION tion U TYp.SW aural Det Column Foundation HOLDOWN FORCE=VxH=3986 INSTALL SIMPSON FTAS FLOOR TIE ANCHORAT END OF EACH TERMITE SHIELD TERMITE SECOND FLOOR SHEARWALL TERMITE SHIELD 5I8'DIA ANCHOR BOLT 518'O#L ANCHOR BOLT 70"D.C.max. 518"DIA ANCHOR BOLT 70'O-G max4�-� 15'MN INTO GROUTED�CELLS C.MAIC DESIGN 7"A INTO THAN NOT MORE THAN 1Y FROM CORNERS, //�-T MN.INTO CONIC NORE THAN 12°FROM CORNERS, j i/ NOT MORE THAN 1Y FROM CORNERS, TABLE R3612(1)CLIMATE AND GEOGRAPHIC DESIGN CRITERIA I !!! TYP � YTyp PROJECT SNOWWINO SEISMIC SUBJECT TOOANAGEFROM UNDERLAY FLOOD 2414REBARQe"O.C. 244REBAR@WOC' Addition to Stritzer SNOW SP[3= DESIGN INDERLAV HA2AR0 2#4 REBAR g9 8'O C.IN GROUTED CELLS,LOADn D CATEGORY WEATHER MEST TERMITE DECAY WINTER SIGN E 2 I�ROUTEDCELL.( ) SI) MG DF]'TH(b) TEMP.m RED to So OOFING, Residence. Landing WATERPROOFING,45ts 120 C SEVER 3'47 MODERA SUGNTTO 11 YES N/A 2-#4R®AR@IYDD QQNT. Level Entry ETO HEAW MODERAT z t b#A REBAR®12-1 C COM. 24f{REBAR(�12'O-C CONI2"RAT SLAB RATSLAB SCABON 6 MR POLYETFMENE DMtPPROORNGON S MILPOLYETHYLENEDAMPPROOFINGON UNDISTURBED OR COMPACTED SOL ON 5 M0.POLYETHE DAMPPROOFNG DESIGN ONUNDSTURHEDORCOMPACTEDSOLL ON UNDISTURBED OR COMPACTED SOI Structural Notes LOCATION LIVE DEAD DEFLECTION LIMIT r STENTING 40LB5 10L85 LlJ96 m - Typical Structural ROOK OTHERTHAN SLEEPING 90L6S I OUBS Ll380 2'MIN 0,-I, "MIN 0,-8, • Y MIN ATTIC ONSTOTTAGE) 10LBS SUBS L240 Details ATTIC STORAG7) 2018S 70LB5 L240 11-p ,Z Wl FIN CEIdNG 20LBS(SNOW) iSLBS L240 1T IBJ.FOR 7 OR 2 STORY FRAMED BUILDINGROOF Ntl FN.Q3ING 20LBS(SHO 7LBS L/f90 IT MN.FOR I STORY BLDG Prajectnumber 1713 SNOW LOADS WIYE BEEN ADJUSTED TO REFLECT THE SLIOEOFF FACTOR AS A FUNCTION OF ROOF DRAIN TILE,TYP. DRAIN TILE,TYP DRAM TAE,TYP. PITCH. Date 1 Z171111 RAFTER SUES MAY HAVE TO BE INCREASED TO ACCOMMODATE HIGHER SNOW LOADS CRAWL SPACE CONCRETE FOUNDATION ALT I CRAWL SPACE CMU FOUNDATION ALT,2 CRAWL SPACE CONCRETE FOUNDATION D-by HA a WIND BORNE TR P ON WOOD STRUCRUSTRUCTURALL PANELSNELS WITH A MINIMUM THICKNESS OF 7/16'AND A MA)WAUM SPAN OF 8 FEET SHALL BE PERMITTED, Checked by P$ PANELS TO BE PREGUTTO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED Typ.Structural DeL Crawl Space Soln Foundation __ Scale Ac Irrdlcaw studio alb architects 651 West Main Start fuv rheaA NY 11001 2 6315912402 1 2 631 3231426 d(oaharcfiltects.wm m A03 A0.3 A03 Ovmer A93 Stritzler Family Trust 1701A.CONCRETE CYLINDRICAL PRE FOUNDATION,TW - - : . - - - - - -- - -- 51 Shay,Lae 2X, O Raslyn H.0ta,NY 11577 T_3' -9•8• - _-_ -___ UP _-� i (2}t 34'X 51? EXTENSION OF HOUSE ROOF do JJw SWWd Fenster �,__ __ _ I: •cam` Sbrcrcder Famdy Trust S2 Z _ _____ LVL COLUMN W. 1/4'H_ 444 E 86th StredApt268 New Yedt,NY 10028 _4 Sde address d HOLOOWN,TVP . (6.1955 SwndvlewAvewe,M=Wrk NY11952 _ EXTENSION OF HOUSE ROOF ABOVESW ANCHOR BOLT m��48'O.CTYP _—__ _ I22X12 BELOW SOF7r` — � o 3 n o =_y 3 I A03 A03 B.4 __ II III'I I11I II I �,III�IIIIIII II II ILII {III I AccEss DATE --—E I III III(I I 9-a i, III 11 iIi ,i, i I I 2 A 03 A03 L L 1 Foundation La out h3 n En1rV Level Floor Framing Lavout oh3 " " ^ Roof Framin I out h3 A.1 1/4"=1'-0" J 1/4"=1,-0" 3 1/4"=1,•-0" N. neacdp0on vete PROJECT Addition to Stritzer Residence: Landing Level Entry Decking Layouts i i Prgect nbmher 1713 I Dae 12!7/18 Drawn by HA ChWmd by PS c { S.02 Scale 9 ELECTRICAL NOTES studio alb architects " 1 DRAWINGS ARE DIAGRAMMATIC AND SHALL BE USED N LAYOUT OF WORK DO NOT SCALE THE 651 West Mam Strew, DRAWINGS. RNefieW NY 11801 2 COORDINATE THE WORK WITH THE REQUIREMENTS OF ARCHITECTURAL AND STRUCTURAL 6316912402 DRAWINGS OR DIMENSIONS,LOCATIONS AND CLEARANCES. 31 3231426 Rldloaberchlteas.a>,n 3 F DIRECTED BY THE ARCHITECT,MAKE MINOR MODIFICATIONS N THE LAYOUT AS NEEDED TO PREVENT CONFLICT D WYR 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 C COMPANY REQUIREMENTS,ALL APPROPRIATE MUNICIPAL AND REGULATORY AGENCIES,CODES AND REQUIREMENTS. Stritzler Family Trust --S-CONTRACTOR SHALLPREPARE ANDSUBMITTO THE PROPERAUITHORITES,FOR THEIR-APPROVAL_ ALLREQUIRED DOCUMENTATION.PROVIDE ALL NECESSARY NOTICES,OBTAIN ALL PERMITS AND PAY 51 Stump Lene ALL LOCAL,STATE AND FEDERAL TAXES,FEES AND OTHER COSTS IN CONNECTION WITH THE WORK Radyn HagMs,NY 11577 a. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ALL CONTROLLED INSPECTIONS REQUIRED BY 7 OBTAIN BOARD OFF APPLICABLE NDER'WRRFRAICENSED ELECTRICIAN CERTIFICATES FOR WIRING. S=d F-NISTRATIVE BUILDING CODE. Mamg dY - — - — - — — do Tnrsl IL CLOSELY T SCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE PROPER TIME WITHOUT c/e Jen M Stye Fenster FIRST FLOOR DELAYING THE COMPLETION�THE ENTRE PROJECT. 444 E Balt Street Apt 26 6 9. WHERE THE WORK WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES.OR Naw Ywlt NY 10020 WHERE THERE IS EVIDENCE THAT THE WORK WILL INTERFERE WITH THE WORK OF OTHER TRADES, ARRANGE SPACE CONDITIONS TO MAKE A GATISFACTORYADJUSTMENT.IF WOW IS U46TALLED Medd— BEFORE COORDINATING WITH OTHER TRADES,MAKE NECESSARY CHANGES TO THE WORK TO 955 Swn&,I wAveale,MaMeck NY 11952 CT 114E CONDITION Wrn4OUr ADDITICOSTTO THE OWNER C I BASEMENT 10 Tl EELELECTRICAL CONTRACTOR SHALL INSTALL ALL WIRING FOR THE MECHANICAL SYSTEMS REQUIRING FIELD WIRING,ACCORDING TO THE WIRING DIAGRAMS PROVIDED BY THE MECHANICAL CONTRACTOR F_XAMINE AND EVALUATE ALL EXISTING ELECTRICAL SYSTEMS CONNECTED TO THE PROJECT,VERIFY CAPACITY OF EXISTING SERVICE WITH NEW LOAD REQUIREMENTS;NOTIFYARCHITECT OF CONDITION OF EXISTING SERVICE AND WIRING OF ANY OUTLETS NOT FUNCTIONING OR ILLEGAL, OTHERWISE,ALL EXISTING CgRCIATNG SHALL REMAIN INTACT FORREUSE. t 12 NS—EXISTING CIRCUIT BREAKERS.ADD ADDITIONAL CIRCUIT BREAKERS TO THE SERVICE BOX II-----y--'---- AS NECESSARYTOCORRECTIMPROPER,UNSAFEWRNG. ! — CENTER AUGNEO TO STAIRCASE 13 EXAMINE AND EVALUATE FASTING FIRE ALARM SYSTEM INCLUDING SMOKE,FIRE,FEAT,ANO/OR CARBON MONOXIDE DETECTORS,AND PROPOSE ADDITIONAL DETECTORALARM SYSTEM,AS CENTER AUGNEOTO STAIRCASE REQUIRED,COMPLYING WITH ALL APPLICABLE CODES 14•ALL OUTLETS WITHIN 6 FEET OF WET AREAS SHALL BE GROUND FAULT CIRCUIT INTERRUPTER (GFCL�UNLESS OTHERWISE NOTED 15.INSTALL ALLPLIANCES ON SEPARATE CIRCUIT BEFORE THE ROUGH WIRING,SCHEDULE A WALK THROUGH TO VERIFY AT THE SITE ALL OUTLET LOCATIONS WITH ARCHITECT AND OWNER 17 BEFORE ANY PURCHASE OF FMMRES,VERIFY WITH ARCHITECT AND OWNER FOR ALL THE SELECTIONS OF THE PRODUCT AND OPTIONS. -A-- A I 18.LOCATENEW SWITCHES TO MATCH HEIGHT OF EXISTING,UNLESS OTHERWISE NOTED N--_---_—_ --I---__ I I 19 LOCATE/LLL SWITCHES SO THAT THE CENTERLINE OF THE FACEPIATE755"FROM THE FWISHEO EDGE OFADJACENT DOOR OPENINGS OR EDGE OF WALL UNLESS NOTED OTHERWISE 20 GANGED MULTIPLE SWITCHES BEHIND A SINGLE FACEPLATE 21 THE CONTRACTOR SHALL SCHEDULE CONNECTION TO EXISTING SYSTEMS AT ATIME THAT WILL BE -_-1--= -- _�H I CONVENIENT FOR THE OWNER AND CAUSE MINIMUM DISRUPTION TO ALL PARTIES INVOLVED. 22.RECESSED LUMINARIES INSTALLED LA THE BUILDING THERMAL ENVELOPE SHALL BE SEALED.ALL RECESSED LUMINARIES SHALL BE IC-RATE) D I Z3 SWITCH AL AND OUTLET BOXES INSTALLED IN THE BUILDING THERMENVELOPE SHALL BE SEALED (U."t r ,n7' ri Nn Deeerlptlon Geta. �--�-� CENTER ALIGNED TO STEPS ��il ��! III �Ijj 111 I,I Hill IIID i�!Ij11i .I 1 ' (AL1 A.2.3 1 Eledrical La out LEGEN O CEILING RECESSED MOUNT LIGHTING W WALL MOUNT UGHTING PROJECT S SINGLE POLE SWITCH 8- SINGLE POLE SWITCH W/DIMMER Addition to Stritzer S. 4 WAY SWITCH �0 DUPLEXRECEPTACLE Residence: Landing �axr DUPLEX RECEPTACLE EXTERIOR Level Entry LlghOng FamreS ht d-h Electrical Layout L�ghSng FIxWra R U91it619 Fixpae Type Product Flnlsh I. Note A Cel6ng Recessed 0"e IC WACAeM -2'LID gml[—Houemg WOHte LED 15W,2700K WAC YAwawadoybgasn Week Wet LccstltUsted Tnmless 0-1tv recesseM-Rand-R7AROL a Ceiling d lg4 IC WAC AeM -2"LED 9h0—H—In WhRe LED 15W,7700K rated,Wet La Aw Usted DwndightThn-Rw d-R2AROr Prcjea number 17113 C 6'.'Edenor Walhncurt Cooper E.LED W1 LEDB2 dry BI— 16W LED,270CKUqtt O 121/NI6 D Surface mount Closet Light Pg—P6240-28-30K atummum LED 0—by f3i; i t Checked by pj BEFORE ANY PURCHASE,VERIFY WITH OWNER E.01 .' Scda As indlcaFarl PROJECT GENERAL NOTES: BUILDING DEPARTMENT NOTES: LIST OF DRAWINGS: studio a./b architects Addition to Stritzler Residence: Landing Level Entry THE FOLLOWING NOTES SHALL APPLY THROUGHOUT. EXCEPTIONS ARE SPECIFICALLY NOTED ON THE FOLLOWING NOTES SHALL APPLY THROUGHOUT. 651 West Main Street, EACH DRAWINGS. Riverhead, NY 11901 1. ALL WORK SHALL BE EXECUTED IN FULL COMPLIANCE WITH THE APPLICABLE PROVISIONS OF ALL DD5-01 Site Plan 631 591 2402 1. ALL WORK OF THIS CONTRACT SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF LAWS, BY-LAWS, STATUTES, ORDINANCES, CODES, RULES, REGULATIONS,AND LAWFUL ORDERS DD5-03 First Floor Plan 631 3231426 Owner: info@studioabarchitects.com THE NEW YORK STATE (NYS) RESIDENTIAL CODE OF PUBLIC AUTHORITIES BEARING ON THE PERFORMANCE AND EXECUTION OF THE WORK. SKI Basement Floor Plan @ Stritzler Family Trust NYS ENERGY CONSERVATION CONSTRUCTION CODE THE CONTRACTOR SHALL PROMPTLY NOTIFY THE TOWN AND ARCHITECT/ENGINEER OF ANY SKI 5.04 Sections NYS FIRE CODE PORTIONS OF THE WORK IN THE CONTRACT DOCUMENTS THAT ARE AT VARIANCE WITH THE DD5-02 Lower Level Plan Owner: 955 Sound View Avenue, Mattituck, NY 11952 NYS PLUMBING CODE ABOVE. SKI 5.2-2 OLanding Level Plan Stritzler Family Trust NYS MECHANICAL CODE 2. ALL MATERIALS, ASSEMBLIES, FORMS METHODS OF CONSTRUCTION AND SERVICE EQUIPMENT NYS FUEL GAS CODE SHALL MEET THE FOLLOWING REQUIREMENTS: SK15.3-3 Basement Plan APPLICABLE SUFFOLK COUNTY HEALTH REGULATIONS AND STANDARDS a) THEY SHALL HAVE BEEN ACCEPTABLE TO THE SOUTHOLD BUILDING DEPARTMENT. SK15.4.2 Section 51 Stirrup Lane TOWN OF SOUTHOLD REGULATIONS b) THEY SHALL. HAVE BEEN ACCEPTED FOR THE USE UNDER THE PRESCRIBED TEST METHODS BY SK15.4.3 Section Roslyn Heights, NY 11577 OTHER AGENCIES HAVING JURISDICTION ON THE WORK OF THIS CONTRACT, THE REGULATING AGENCIES. C.001 Phase 1 Project Plan 3. MATERIALS OR ASSEMBLIES REQUIRED TO HAVE A FIRE RESISTANCE RATING SHALL COMPLY Mailing address: Site Address: 2. DRAWINGS ARE NOT TO BE SCALED. USE DIMENSIONS ONLY,ALL DIMENSIONS AND CONDITIONS WITH ONE OF THE FOLLOWING: C.0Existing Photos Stritzler Family Trust 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 C.055 Location Map c/o Jan Stritzler Fenster 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 C01 Project Plan 444 E 86th Street Apt 26 B AND SPECIFICATIONS SHALL BE REPORTED TO THE ARCHITECT. NO CHANGE IN DRAWINGS OR FIRE TESTS CF BUILDING CONSTRUCTION AND MATERIALS AND ACCEPTED BY THE SOUTHOLD C.07 Phase 2 Site Plan New York, NY 10028 Tax Map#: SPECIFICATIONS IS PERMISSIBLE WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT/ENGINEER. TOWN BUILDING DEPARTMENT CO2 Area Calculations 1000-94.-1-8 NO WORK SHALL PROCEED UNTIL SUCH DISCREPANCY HAS BEEN RECTIFIED. (OR) DD5-04 Kitchen Plan Site address: c) THEY SHALL.HAVE BEEN ACCEPTABLE PRIOR TO THE EFFECTIVE DATE OF THE CODE. 955 Soundview Avenue, Mattituck NY 11952 architect: 3. THE ARCHITECT/ENGINEER HAS INDICATED AND ESTIMATED CERTAIN CONDITIONS EITHER NOT 4. ALL MASONRY UNITS SHALL CONFORM TO THE BUILDING CODE. DD5-05 Kitchen Interior Elev 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 DD5-06 NW Iso phase 2 studio a/b architects NOT MEASURABLE DUE TO ABSENCE OF DRAWINGS, OR INACCESSIBLE TO VERIFY IN THE FIELD THE BUILDING CODE. DD5-08 SE Iso phase 2 651 WEST MAIN STREET PRIOR TO PREPARING THE DRAWINGS. 6. ALL NEW WORK SHALL COMPLY WITH ANSI 117.1 1998 AMERICAN NATIONAL STANDARD DD5-07 SW Iso phase 2 RIVERHEAD, NY 11901 ACCESSIBL cAND USABLE BUILDINGS AND FACILITIES. P.01 Plumbing Layouts T: 631 591 2402 4. ALL WORK Oil 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 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 M.01 HVAC Layouts e-mail: info@studioabarchitects.com R302-9 (NYS FESIDENTIAL CODE). A.14 Kitchen Details 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 A.15 2FL HALWAY DETAILS 1 QUALITY AND TIMELY COMPLETION OF THE WORK/PROJECT. RESIDENTIAL CODE) A.16 2FL Halway Details 2 9 THE CONTRACTOR IS RESPONSIBLE FOR FILING APPLICATIONS AND OBTAINING PERMITS FOR A.12 Entry Details 1 6. THE CONTRACTOR SHALL DISCONNECT AND/OR REMOVE ANY EXISTING PLUMBING, ELECTRICAL SCAFFOLDING,ANY OTHER CONSTRUCTION EQUIPMENT OR PUBLIC PROTECTIVES REQUIRED TO A.13 Entry Details 2 FIXTURES, WIRE CONDUITS, OR OTHER WORK WHICH MIGHT INTERFERE WITH THE WORK OF THIS ENSURE SAFETY OF OPERATION. A.18 Laundry, Powder Room, Master Bathroom Details CONTRACT. ZONING: A.19 2FL Bathroom Details 7. THE CONTRACTOR SHALL PATCH AND REPAIR ALL DAMAGED OR EXPOSED SURFACES DUE TO S.03 Screen porch Framing Elevations CONTRACT WORK.ALL NEWLY INSTALLED, PATCHED WORK AND ALL AFFECTED AREAS SHALL BE ZONED: R40 S.05 2FL Decking Layout FINISHED SO THAT THE ENTIRE HORIZONTAL OR VERTICAL SURFACE TO THE CLOSEST CORNER IN S.06 Roof Decking Layout ALL FOUR DIRECTIONS MATCHES SCHEDULED CONDITIONS. REQ. ACTUAL/PROPOSED . . ........ 40,000 ....................... 35,201 N/C AS EXISTING A.17 Basement Entry Details LOT AREA .......... .......... 8. FURNISH ALL NECESSARY NEW MATERIALS AT NO ADDITIONAL COST TO THE CLIENT FOR THE BUILDABLE LAN! ........................4 ,..00.............. ........ 23,043 A.20 Lift-Slide Door Plan Detail FOLLOWING CONDITIONS: LOT WIDTH ....... .. .................... 150 ............................ 100.55 N/C AS EXISTING A.21 Lift Slide Section Details a) ANY ALREADY COMPLETED WORK THAT HAS BEEN REMOVED OR DAMAGED IN ORDER TO LOT DEPTH .............................. 175 ............................ 352.54 AS EXISTING A.22 Typical Details PERFORM THE CONTRACT WORK. FRONT YARD.... ..................... 50 .............................. 124.9 1 /8 T.01 TITLE SHEET b TO FURNISH THE WORK OF THIS CONTRACT IN WORKMANLIKE MANNER. ......... 15.4 AS EXISTING 1 SIDE YARD.. ........................ 15 ..................... 2 /8 C.01 Stormwater Management Plan - 2 SIDE YARDS.......................... 35 .............................. 33.4 N/C AS EXISTING 3 /8 A.01 Site Plan, Floor Plans 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL REAR YARD ............................ 50 ........................ ..... 151.6 AS EXISTING WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTIONS AND OFF BUILDING AREA..,...EXISTING BOARDWALK 175.62 4 /8 A.02 Roof Plans, Elevations ALIGNMENTS ACCORDING TO CODES AND STANDARDS OF GOOD PRACTICE. EXISTING DECK 1093.63 5 /8 A.03 Building Sections EXISTING HOUSE 1211.77 6 /8 S.01 Structural Notes, Typical Structural Details 10. DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY FOR PROPER AND ACCEPTABLE LOWER DECK 109.68 CONSTRUCTION INSTALLATION OR OPERATION OF ANY PART OF THE WORK AS DETERMINED BY 7 /8 S.02 Decking Layouts ENTRY DECK 74.34 8 /8 E.01 Electrical Layout CLIENT OR ARCHITECT/ENGINEER SHALL BE INCLUDED IN THE WORK THE SAME WAY AS IF HEREIN ENTRY 93.92 y SPECIFIED OR INDICATED. SCREEN PORCH 334.59 No. Description Date 11. WHERE MANUFACTURER'S NAMES AND PRODUCT NUMBERS ARE INDICATED ON DRAWINGS, IT (FUTURE) POOL, SHALL BE CONSTRUCTED TO MEAN THE ESTABLISHMENT OF QUALITY AND PERFORMANCE POOL DECK, & ACCESS STEPS 1500 STANDARDS OF SUCH ITEMS.ALL OTHER PRODUCTS MUST BE SUBMITTED TO THE ARCHITECT FOR 3 BUILDABLE LOT 230 APPROVAL BEFORE THEY SHALL BE DEEMED EQUAL, TOTAL 23043..11 2 COVERAGE ............................. 20% MAX. ................ 19.93% --- 12. FIRE STOPPING SHALL BE INSTALLED AT ALL PENETRATIONS OF FIRE RATED CONSTRUCTION AS HEIGHT IN FEEL...................... 35 .............................. 18.8+/- AS EXISTING PER SPECIFICATIONS. 13. SIZE OF MASONRY UNITS AND WOOD MEMBERS ON PLANS, BUILDING ELEVATIONS AND SECTIONS ARE SHOWN AS NOMINAL SIZE. 14. DIMENSIONS ON PLANS ARE INDICATED FROM SURFACE TO SURFACE BETWEEN WALLS, CODE COMPLIANCE: PARTITIONS AND OTHER ITEMS EXCLUSIVE OF FINISHES, UNLESS NOTED OTHERWISE. I.) Use(s) and 0-:.upancy Classification(s): Accessory Building for Single Family Residence 15, PROVIDE GUARDS, RAILS, FENCES, CATCH PLATFORMS, DECKING, NIGHT LIGHTING, ETC., AS 2.) Height and 71--Area: 18.8', 1 stories; Fire Area n/a REQUIRED BY THE REGULATING AGENCIES TO PROVIDE ADEQUATE PROTECTION. 3.) Type of Cori;..;:action. Type VB, 2x6 platform construction --- 4.) Structural Desiqn criteria: Engineered. -- 16. THE CONTRACTOR SHALL KEEP WORK SITE FREE FROM DEBRIS AND ACCUMULATED REFUSE, ENERGY CODE`10TES:;ee Structural Drawinqs AND SHALL HAVE SOLE RESPONSIBILITY FOR PROTECTING ALL DANGEROUS AREAS FROM ENTRY BY 1).) ALL WORK 81ALL BE IN CONFORMANCE TO 2016 NYS ENERGY CODE. SUMMARY OF WORK UNAUTHORIZED PARTIES. SITE WILL BE LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY 2).) ADDITION AIDALTERATION AS PER R402.1, R402.2, R402.3.1 THROUGH 3.5, R402.4 3). ALL GLAZEEFENESTRATION SHALL BE U=0.32 OR LESS THE SUMMARY OF WORK SHALL INCLUDE BUT IS NOT LIMITED TO: 17.THE CONTRACTOR SHALL MAINTAIN FREE AND UNOBSTRUCTED ACCESS FROM ALL SPACES AND 4).) HEATING ASD COOLING AS PER R4023.1, R403.2, R403.3, R403.5, R403.6 ADJACENT SPACES THE EXTERIOR OF THE BUILDING AT ALL TIMES. 5).) LIGHTING AS PER R404.1 chedule, framing details: See Structural Drawinqs 1. LANDING LEVEL ENTRY ADDITION 6).).AIR LEAKAG=AS PER R402.4; TESTING (BLOWER DOOR TEST) SHALL BE DONE TWICE, BEFORE THE 2.ALL RELATED HEATING AND ELECTRICAL WORK 18. THE CONTRA'TOR SHALL, UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, 11.ALTERATIOI L=KECUTION, AND AFTER THE EXECUTION, DUE TO THE DIFFICULTY TO TEST THE ENTRY SECURE AND PA( FOR REQUIRED INSPECTIONS, PERMIT(S), FEES, LICENSE AND INSPECTIONS 12.;ADDITION,V` ICH IS COMPLETELY OPEN TO THE EXISTING SPACE. 1 in this scope NECESSARY FOF THE PROPER EXECUTION OF THE WORK. 13.) Truss desicr drawings with certification: n/a THE OWNER RETAINS THE RIGHT TO INCLUDE OR REMOVE ANY ITEMS ABOVE FROM THE CONTRACT. 14.) Energy calt.;lations from design professional: Prescriptive, n/a 19. MINIMALIZATON, SEPARATION,AND RECYCLING OF WASTE ARE ENCOURAGED. 20.ADDITIONALgOTES WHICH ARE APPLICABLE TO THE PROJECT MAY BE FOUND THROUGHOUT THE ABBREVIATIONS: CONTRACT DOCUMENTS. AFF ABOVE FINISHED FLOOR H OR HT HEIGHT 21. COPYRIGHTD2017, STUDIO A/B ARCHITECTS ALUM. ALUMINUM H.P. HIGH POINT THE ARCHITEC'URAL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STUDIO A/B ARCHITECTS & AND HRDWD HARDWOOD AND WERE PRIPARED AS AN INSTRUMENT OF SERVICE TO THE OWNER AT HIS/HER REQUEST. THEY APPROX. APPROXIMATELY HVAC HEATING VENTILATING AND MAY NOT BE D PLICATED OR USED IN PART OR IN WHOLE FOR ANY OTHER LOCATION, PURPOSE, ARCH. ARCHITECT AIR CONDITIONING PROJECT OR(NNER WITHOUT THE EXPRESS, WRITTEN CONSENT OF STUDIO A/B ARCHITECTS. @ AT HORZ. HORIZONTAL BLDG BUILDING ICMU INSULATED CONCRETE MASONRY B.O. BOTTOM OF UNIT C.I. CAST IRON INSUL. INSULATION CONTIOLLED INSPECTIONS: CL CENTERLINE INT. INTERIOR LOCATI(DN MAP: CLG. CEILING L.F. LINEAR FOOT CONTROLLEUNSPECTIONS AND TESTING AS REQUIRED BY THE DOCUMENTS, CLIENT AND THE CLO. CLOSET L.P. LOW POINT SOUTHOLD EILDING DEPARTMENT E MASONRY UNT CMU CONCRETE MAT. MATERIAL COL. COLUMN MAX. MAXIMUMTHE CONTWTOR MUST NOTIFY THE ARCHITECT OR ENGINEER FOR CONTROLLED INSPECTIONS AT ,:;` CONC. CONCRETE MECH. MECHANICAL LEAST 72 HCRS BEFORE THE SPECIFIC WORK COMMENCES. CONT. CONTINUOUS MIN. MINIMUM C.J. CONTROL JOINT MTD. MOUNTED COR. CORRIDOR MTL METAL PROJECT SITE;,,,. CU.FT. CUBIC FEET N.I.C. NOT IN CONTRACT SITE SFETY AND PROTECTION NOTES: CU.YD. CUBIC YARD NO. NUMBER DET DETAIL NOM. NOMINAL DIA. DIAMETER NTS. NOT TO SCALE Bldg Dept copy from ZBA 1. THE COIRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SAFETY ISSUES, MEETING ALL DIM. DIMENSION PLY PLYWOOD BldgFinareviewed documents JURISDICTNAL AND OSHA REQUIREMENTS. '.` O '" `° °' ZBA File# 'Z- -7 ° '� o+. DIM DIMMER O.C. ON CENTER Dated' s DR. DOOR R RADIUS 2. SITE SA=TY PROTECTIONS SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO, EGRESS, SCAFFOLDING, DWG DRAWING RAIL'G RAILING FIRE PRO-CTION, TRIP HAZARDS PROTECTION, ETC. THEY SHOULD ADDRESS ANY POTENTIAL INTERACIN BETWEEN THE EXISTING USE, GENERAL PUBLIC AND EXPOSURE TO THE CONSTRUCTION �/� E.J. EXPANSION JOINT REINF. REINFORCING ELEV. ELEVATION R.D. ROOF DRAIN PROJECT PROCESS ;.:.: �' ELEC. ELECTRIC READ. REQUIRED Beach r`k ENT, ENTRY RM ROOM Addition to Stritzer EQ. EQUAL SCIP STRUCTURAL CONCRETE - EQUIP. EQUIPMENT INSULATED PANEL Residence:-. EXIST. EXISTING SF SQUARE FEET Landing EXT. EXTERIOR SIM. SIMILAR a FF FINISHED FLOOR SPEC. SPECIFICATION Level Entry R FINISHED , , ... � STEEL i STD. STANDARD FL FLOOR FLASH'G FLASHING STL. STEEL TITLE SHEET r F.P. FIRE PROOFING TEL. TELEPHONE ro... � FT FEET TH. THICKNESS GA GAUGE T.O. TOP OF GALV. GALVANIZED TYP. TYPICAL G C GENERAL CONTRACTOR U.O.N. UNLESS OTHERWISE NOTED GL GLASS V F VERIFY IN FIELD GWB GYPSUM WALLBOARD W WIDTH W/ WITH At*' R>. WD WOOD b number p W.R.B. WATER RESISTIVE BARRIER Project1713 ✓ 'M ttituck Fishut Station Date 12/7/1$ ;r- Drawn by HA „ . ... , Checked byPS 00 v N co T . 01 N C Scale As indicated studio a/b architects 651 West Main Street, Riverhead, NY 11901 631 5912402 /V N� 631 3231426 pCOU info@studioabarchitects.com J 0 ON G IS \' A.2 A.3 A.4 Owner: Stritzler Family Trust 51 Stirrup Lane Roslyn Heights, NY 11577 \i\ \ Mailing address: A.1Stritzler Family Trust \GN PEER li I� c%Jan Stritzler Fenster vJ 444E 86th Street Apt 26 B MEPC H New York, NY 10028 Site address: 955 Soundview Avenue, Mattituck NY 11952 A.03 A.03 rn Z -= -- _ SONE VE _ N - \ SEL:_16') \ - O — ` APPROX. EXISTING _ TOP_OF Bt' SEPTIC SYSTEM v•2 F 00D= N�\;- ` LOCATION i EXISTING EXISTING HOUSE DECK \ DECK AL EROSION HAZARD LINE 'D -------------- tREPS \ ¢COAST \ � �i -------- - ------- --� i------ G \ I �i __ _ DECK I p m H��--- No. Description Date ATCHED) 0 00 \ �o o r �ZONE X o 1 Revision 1 12/20/18 I 0 - -- Z 0 6O O O 1 X \ \ \ 90 UP JP I DN \ s Lu- \ \ X_ •0. \ 1� ss DN �. ;U 8 _ " 1 "_ " 3 1/4 +/--0'- 1 112 +/� 1 - 11 1/ 0 6 z =1 6'-4"+/- O , o _ _ - i EXISTING r`( B. -n s C7 - DECK �`.o _EL. 56'-1 1/7' c4 - — Y .o os Xx w _ II�1 I Z ---- m L EXISTING \1\ 15.T � ' N EL. 55'-9 1/2" -- m LL Y 0 so;o„„% / �I DN HOUSE z' 1 , , r. ----- -- ------ BENCH/ mo o — - DN F.F.EL.60.9 ---- - ----.. z co °- 59'0 m � SHOES CLOSET m 18.3 , _ - -= H `J - - - cn I I - - m 3 --- 5- A.02 PROP. ENTRY, o O ENTRY DECK 'TLL A.03 --- -- N - ADDITION �- - _ 7' - - ► �' --- - ___�. __ COAT CLOSET (HATCHED) (n 17. ----- r EXISTING ACCESS I I I i, i6 I"-�- y I ADD (2)-100HD BY zCl �J � iI CULTEC, B.4 - 0'- 51 - 0BOARDWALK o -51- /2” � �AND STEPS TO BE STOR9 ”8 MWATER REMOVED CHAMBER — co y: —24 5' (4)-100HD BY CULTEC, H hill EXISTING 4 -0 i EL. 56'-0" r AR A FOR ,' PROVIDE SPO US PA.I ` \ MEANS OF EXISTING SCREEN i AND OOL DECK \ \ o �� RUN-OFF 4- PORCH /j ; 1500 F 1 PROTECTION \ J' I DRAIN TILE IN A.02 o •�a \ GRAVEL TRENCH PROP. WALKWAYEXIS N hti \ i 22.0' '\/ - /- �h' - \ . o � I, ' �\- - j ° SCREA PORCH � I W EXISTING / `'' W ACCESS BOARD WALK TO BE // I WELL TO REMAIN DEMOLISHED \ WELL HOUSE IIIPROP. STEPS � � - �' _ TO BE DEMOLISHED � I \ a a Bldg Dept copy from ZBA 1 CONCRET OUR \ \ , N a T Dat 4, Final reviewed documents ZBA File ��7 ' "7 `- / 0. CONSTRUCTION Ilii h a a AND MACHINE B.5 — — — — — — — — — RA T E AREA II z; , \ S O G PROJECT m Addition to Stritzer Residence: Landing . a. m,, \ g � Level Entry za > .a Site Plan , Floor Plans G aa, as i I a \ 105100„W I i s6 N E A?3 Project number 1713 ASE U Date 12/7/18 SOUN���E SITE PLAN IS BASED ON SURVEY BY Drawn by HA PECONIC SURVEYORS, P.C. N DATED OCTOBER. 16, 2009 Checked by PS N o_ 00 1 Site Plan 2 Landin Ent Level Plan 01 - 20-0 1/4 - 1 -0A. 010 N Scale As indicated studio a/b architects A. 1 651 West Main Street, Riverhead, NY 11901 631 591 2402 631 3231426 info@studioabarchitects.com Owner: A. Stritzler Family Trust 51 Stirrup Lane Roslyn Heights, NY 11577 I: Mailing address: 8'-9 1/4" 9'-8 2'-0" Stritzler Family Trust c/o Jan Stritzler Fenster 444 E 86th Street Apt 26 B New York, Y 10028 I EXISTING MAIN HOUSE ROOF _ -- - -- --- ---= �.--- -- - - -... - - -- -- - - ---- - - -- --- - - -- - - --- - - ---- -- - - -------------- --_-- -- __— —--- - - -- _------- - - - --- --- ----- --- — --- — --- - -- Site address' ---------------------_ -_ _.... .:_:... ... --------- :::.....:::... ....:.::. .. .. _. .:. : .._.............. .... :::.:.:..:._ 955 Soundview Avenue, Mattituck NY 11952 - ------------ - -- - - -------- ------------------------------------------------- ------- ------------- -- Lu -- - ---- --- --- — -- -— ---—-- - ----- i ..........::::::...::: ::::::_::_:.:..:_:...:...:. _ B1IT �� - _ _ _ N- -- — ..- � - - - - -- - I ; 0 1 i I - I NEW 2X6 STUDS WALL -- EXISTING HOUSE WALL CO kl PROP. ROOF EXTENSION NEW 2X6 STUDS SOFFIT WALL I CV I; i 00 r 1/2"PER 12"EPDM OR PV6 1/2"PER 12"EPDM OR PVC <5- A.02 3 <5- %�.03 3 i � �I A.03EAO 2 > I 1 I I I i I I _�� I I I I , �� � • 11 I I I t I L-------J I _ Ij I ------ it J I I I I ILfill i 1.- co i l 1 I I i� j - .. -- E I i I EXISTING MAIN SCREENED PORCH ROOF M i I , ! ! li i EXISTING SCREENPORCH �-' -------� I ;I u--------u ! I GABLE END WALL — I E EXISTING SCREENPORCH I I ROOF 12 ER 12" 12"PER 12" _ i 4- AS HALT SHINGLES ASPHALT SHINGLES 4 SCREEN PORCH SIDE WALL 1 A.02 1 2 A.02 1 2 A.03 A.03 A.03 A.03 No. Description Date A.2.3 A.2.3 � - Roo1� Plan U _per Level Roof Plan 1/411 = 1'-0" 1/411 = 1'-0" 3 - A.03 1 2 A.03 A. 1 A.03 B. 1 B.4 B.5 B.4 B.1 � - FASCIA TO MATCH EXISTING ( 3 - NEW ROOF A.03 1/2" PER 12"SLOPE EPDM OR PVC SINGLE PLY WATERPROOFING EXISTING - I I EXISTING ROOF EXISTING SCREEN EXTENDED ROOF PORCH EXISTIBNG SCREEN PORCH ROOF --� FASCIA TO MATCH EXISTING ASPHALT SHINGLES ON EXTENDED ROOF I I EXISTING MAIN HOUSE ROOF FASCIA TO MATCH TO MATCH EXISTING EXISTING 4X4 CEDAR 1 BLEACING OIL,TYP. — SIDING TO MATCH EXISTING EXISTING SCREEN I Ijll 4X4 CEDAR PORCH- TRIM TO MATCH EXISTING, TYP. from ZBA COLUMN, BLEACHING OIL, -`- Finatp^ re�viieeptweddocuments TYP. ZDA File #' 1 - PROJECT i Addition to stritzer --- Residence: Landing _ Level Entry I 1E1 = I 1=1 11 I+ 1� = I Ill 1 I �I 11=1 =1 I =1 I-1 1= - - 1 i Roof Plans Elevations -I -- I I--1 1 = 1 I I I I I I I — I _ RAILING TO MATCH I I I I I —� I I 11 I —= I N I 1- - 1=1 EXISTINGFOUNDA LL PERGED PROVIDE TCRAWION L SPACE VENT AND NEW STAIRCASE PROP. COVERED ENTRY NEW STEPS RAILING TO MATCH DECK RAILING TO MATCH ACCESS GATE EXISTING EXISTING Project number 1713 Date 12/7/18 Drawn by HA � Ent West Elevation n Entry South Elevation 5_ Ent East Elevation Checked by PS M 1/411 1 1-011 11411 = 1'-0" U 1/411 1'-0" 00 A2 . 0 N C Scale 11411 = 1'-0" 04 PROJECT BUILDING B DEPARTMENT studio a/b architects GENERAL NOTES. U G A TMENT NOTES. LIST OF DRAWINGS. Addition to Stritzler Residence THE FOLLOWING NOTES SHALL APPLY THROUGHOUT. EXCEPTIONS ARE SPECIFICALLY NOTED ON THE FOLLOWING NOTES SHALL APPLY THROUGHOUT. 651 West Main Street, EACH DRAWINGS. Riverhead, NY 11901 01 TITLE SHEET 631 591 2402 1. ALL WORK SHALL BE EXECUTED IN FULL COMPLIANCE WITH THE APPLICABLE PROVISIONS OF ALL 1 /9 T. APPRO ED AS NOTED 1. ALL WORK OF THIS CONTRACT SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF LAWS, BY-LAWS, STATUTES, ORDINANCES, CODES, RULES, REGULATIONS,AND LAWFUL ORDERS 2 /9 C.01 Stormwater Management Plan 631 3231426 Owner: THE NEW YORK STATE (NYS) RESIDENTIAL CODE OF PUBLIC AUTHORITIES BEARING ON THE PERFORMANCE AND EXECUTION OF THE WORK. 3 /9 A.01 Site Plan, Floor Plans DATE: J? info@studioabarchitects.com Stritzler Family Trust NYS ENERGY CONSERVATION CONSTRUCTION CODE THE CONTRACTOR SHALL PROMPTLY NOTIFY THE TOWN AND ARCHITECT/ENGINEER OF ANY 4 /9 A.02 Elevations B P NYS FIRE CODE PORTIONS OF THE WORK IN THE CONTRACT DOCUMENTS THAT ARE AT VARIANCE WITH THE 5 /9 A.03 Building Sections FEE: U By. Owner: 955 Sound View Avenue, Mattituck, NY 11952NYS PLUMBING CODE ABOVE. NOTIFY BUILDING DEPARTMENT AT Stritzler Family Trust NYS MECHANICAL CODE 2. ALL MATERIALS, ASSEMBLIES, FORMS METHODS OF CONSTRUCTION AND SERVICE EQUIPMENT 6 /9 S.01 Structural Notes,Typical Structural Details NYS FUEL GAS CODE SHALL MEET THE FOLLOWING REQUIREMENTS: 7 /9 S.02 Decking Layouts 765-1802 8 AM TO 4 PM FOR THE APPLICABLE SUFFOLK COUNTY HEALTH REGULATIONS AND STANDARDS a) THEY SHALL HAVE BEEN ACCEPTABLE TO THE SOUTHOLD BUILDING DEPARTMENT. 8 /9 S.03 Screen porch Framing Elevations FOLLOWING INSPECTIONS: 51 Stirrup Lane TOWN OF SOUTHOLD REGULATIONS b) THEY SHALL HAVE BEEN ACCEPTED FOR THE USE UNDER THE PRESCRIBED TEST METHODS BY 9 /9 E.01 Electrical Layout 1• FOUNDATION - TWO REQUIRED Roslyn Heights, NY 11577 OTHER AGENCIES HAVING JURISDICTION ON THE WORK OF THIS CONTRACT, THE REGULATING AGENCIES. FOR POURED CONCRETE c Mailing address: L Site Address: 3. MATERIAOR ASSEMBLIES REQUIRED TO HAVE A FIRE RESISTANCE RATING SHALL COMPLY 2. ROUGH - FRAMING & PLUMBING 955 Sound View Avenue; Mattituck, NY 11952 2. DRAWINGS ARE NOT TO BE SCALED. USE DIMENSIONS ONLY,ALL DIMENSIONS AND CONDITIONS WITH ONE OF THE FOLLOWING: 3. INSULATION Stritzler Family Trust 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 c/o Jan Stritzler Fenster 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 4. FINAL - CONSTRUCTION MUST 444 E 86th Street Apt 26 B AND SPECIFICATIONS SHALL BE REPORTED TO THE ARCHITECT. NO CHANGE IN DRAWINGS OR ACCEPTED BY THE SOUTHOLD BE COMPLETE FOR C.O. New York, NY 10028 R FIRE TESTS OF BUILDING CONSTRUCTION AND MATERIALS AN Tax Map#: ALL CONSTRUCTION SHALL MEET THE 1000-94.-1-8 SPECIFICATIONS IS PERMISSIBLE WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT/ENGINEER. TOWN BUILDING DEPARTMENT NO WORK SHALL PROCEED UNTIL SUCH DISCREPANCY HAS BEEN RECTIFIED. (OR) REQUIREMENTS OF THE CODES OF NEW Site address: c) THEY SHALL HAVE BEEN ACCEPTABLE PRIOR TO THE EFFECTIVE DATE OF THE CODE. YORK STATE. NOT RESPONSIBLE FOR 955 Soundview Avenue, Mattituck NY 11952 architect: 3. THE ARCHITECT/ENGINEER HAS INDICATED AND ESTIMATED CERTAIN CONDITIONS EITHER NOT 4. ALL MASONRY UNITS SHALL CONFORM TO THE BUILDING CODE. DESIGN OR CONSTRUCTION ERRORS. studio a/b architects 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 NOT MEASURABLE DUE TO ABSENCE OF DRAWINGS, OR INACCESSIBLE TO VERIFY IN THE FIELD THE BUILDING CODE. 651 WEST MAIN STREET PRIOR 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. T: 631 591 2402 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 COMPLY WITH ALL CODES OF 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 NEW YORK STATE & TOWN CODES TRUM PLACt.nD!h'3 RrEQUIP!7D e-mail: info@studioabarchitects.com R302-9 (NYS RESIDENTIAL CODE). AS REQUIRED AND CONDITIONS OF 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) -SOb�HO WNZBA 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 "-S9Dfi+!9!�-TGAr"UNl�l HARD FIXTURES,WIRE CONDUITS, OR OTHER WORK WHICH MIGHT INTERFERE WITH THE WORK OF THIS ENSURE SAFETY OF OPERATION. QL9 TEE ELECTRICAL CONTRACT. $ 7. THE CONTRACTOR SHALL PATCH AND REPAIR ALL DAMAGED OR EXPOSED SURFACES DUE TO ZONING: INSPECTION REQUIRES CONTRACT WORK.ALL NEWLY INSTALLED, PATCHED WORK AND ALL AFFECTED AREAS SHALL BE ZONED: R40 FINISHED SO THAT THE ENTIRE HORIZONTAL OR VERTICAL SURFACE TO THE CLOSEST CORNER IN ALL FOUR DIRECTIONS MATCHES SCHEDULED CONDITIONS. REQ. ACTUAL/PROPOSED OCCUPANCY OR LOT AREA ................................ 40,000 ....................... 35,201 N/C AS EXISTING 8. FURNISH ALL NECESSARY NEW MATERIALS AT NO ADDITIONAL COST TO THE CLIENT FOR THE BUILDABLE LAND........................................................... 23,043 USE IS UNLAWFUL All exterior li--'Ming FOLLOWING CONDITIONS: LOT WIDTH ............................... 150 ............................ 100.55 N/C AS EXISTING installed rC. l: ,Vd or a) ANY ALREADY COMPLETED WORK THAT HAS BEEN REMOVED OR DAMAGED IN ORDER TO LOT DEPTH ............................... 175 ............................ 352.54 AS EXISTING WITHOUT CERTIFICATE PERFORM THE CONTRACT WORK. FRONT YARD .......................... 50 .............................. 124.9 repaired shill b) TO FURNISH THE WORK OF THIS CONTRACT IN WORKMANLIKE MANNER. 1 SIDE YARD ............................ 15 .............................. 15.4 AS EXISTING to Clia )'-er !72 2 SIDE YARDS .......................... 35 .............................. 33.4 N/C AS EXISTING OF OCCUPANCY 1 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL - of tl1C Town Code REAR YARD ............................. 50 .............................. 151.6 AS EXISTING ..,_�-• --- -- WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTIONS AND OFF BUILDING AREA ........................................................... 4478.27 INCLUDING PROP. POOL AREA - ALIGNMENTS ACCORDING TO CODES AND STANDARDS OF GOOD PRACTICE. COVERAGE .............................. 20% MAX. ................ 19.43% �"�}''"" - HEIGHT IN FEET........................ 22 ACCESSORY BLDG MAX. 10. DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY FOR PROPER AND ACCEPTABLE 20.6' CONSTRUCTION INSTALLATION OR OPERATION OF ANY PART OF THE WORK AS DETERMINED BY a CLIENT OR ARCHITECT/ENGINEER SHALL BE INCLUDED IN THE WORK THE SAME WAY AS IF HEREIN SPECIFIED OR INDICATED. CODE COMPLIANCE: """"` No. Description Date 11. WHERE MANUFACTURER'S NAMES AND PRODUCT NUMBERS ARE INDICATED ON DRAWINGS, IT I.) Use(s) and Occupancy Classification(s): Accessory Building for Single Family Residence SHALL BE CONSTRUCTED TO MEAN THE ESTABLISHMENT OF QUALITY AND PERFORMANCE STANDARDS OF SUCH ITEMS.ALL OTHER PRODUCTS MUST BE SUBMITTED TO THE ARCHITECT FOR 2.) Height and Fire Area: 20.6', 1 stories; Fire Area n/a APPROVAL BEFORE THEY SHALL BE DEEMED EQUAL, 3.) Type of Construction. Type VB, 2x4 platform construction 4.) Structural Design criteria: Engineered. 12. FIRE STOPPING SHALL BE INSTALLED AT ALL PENETRATIONS OF FIRE RATED CONSTRUCTION AS 5.) Framing elements: See Structural Drawings PER SPECIFICATIONS. 6.) Design load calculations: See Structural Drawings 7.)''"Olaz,ing protection: Required (Wind Speed 110 mile zone; 0.3 mile(<1 mile)to coast line) 13. SIZE OF MASONRY UNITS AND WOOD MEMBERS ON PLANS, BUILDING ELEVATIONS AND SECTIONS No glazed openings in this scope ARE SHOWN AS NOMINAL SIZE. 8.) Load pathsfrom roof to foundation: See Structural Drawings 9.) Nailing andfor connection schedule,framing details: See Structural Drawings 14. DIMENSIONS ON PLANS ARE INDICATED FROM SURFACE TO SURFACE BETWEEN WALLS, 10.) Means of Epress (R310 Emergency Escape& Rescue Openings): n/a 11.) Plumbing ri�:-lr diagram: No Plumbing in this scope PARTITIONS AND OTHER ITEMS EXCLUSIVE OF FINISHES, UNLESS NOTED OTHERWISE. 12.) Location of fire protection equipment, i.e. smoke alarm: No alarms required in this scope 15. PROVIDE GUARDS, RAILS, FENCES, CATCH PLATFORMS, DECKING, NIGHT LIGHTING, ETC., AS 13.) Truss design drawings with certification: n/a REQUIRED BY THE REGULATING AGENCIES TO PROVIDE ADEQUATE PROTECTION. 14.) Energy calculations from design professional: n/a 16. THE CONTRACTOR SHALL KEEP WORK SITE FREE FROM DEBRIS AND ACCUMULATED REFUSE, ENERGY CODE."!OTES: SUMMARY OF F WORK AND SHALL HAVE SOLE RESPONSIBILITY FOR PROTECTING ALL DANGEROUS AREAS FROM ENTRY BY 2), ADDITION ON AND ORK SHALL LTE IN CONFORMANCE PER R40 TO 2016 NYS R40 2 R 02 ENERGY THROUGH 3.5, R402.4 UNAUTHORIZED PARTIES. SITE WILL BE LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY THE SUMMARY OF WORK SHALL INCLUDE BUT IS NOT LIMITED TO: 3). ALL GLAZED FENESTRATION SHALL BE U=0.32 OR LESS 17. THE CONTRACTOR SHALL MAINTAIN FREE AND UNOBSTRUCTED ACCESS FROM ALL SPACES AND 4). HEATING AND COOLING AS PER R4023.1, R403.2, R403.3, R403.5, R403.6 ADJACENT SPACES THE EXTERIOR OF THE BUILDING AT ALL TIMES. 5). LIGHTING AS PER R404.1 1.ACCESSORY SCREEN PORCH R- = 6). AIR LEAKAGE AS PER R402.4; TESTING (BLOWER DOOR TEST) SHALL BE DONE TWICE, BEFORE THE 2.ALL RELATED HEATING AND ELECTRICAL WORK ALTERATION EXECUTION, AND AFTER THE EXECUTION, DUE TO THE DIFFICULTY TO TEST THE ENTRY 18. THE CONTRACTOR SHALL, UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, ADDITION, °rJHICH IS COMPLETELY OPEN TO THE EXISTING SPACE. SECURE AND PAY FOR REQUIRED INSPECTIONS, PERMIT(S), FEES, LICENSE AND INSPECTIONS NECESSARY FOR THE PROPER EXECUTION OF THE WORK. �'y P THE OWNER RETAINS THE RIGHT TO INCLUDE OR REMOVE ANY ITEMS ABOVE FROM THE CONTRACT. 19. MINIMALIZATION, SEPARATION, AND RECYCLING OF WASTE ARE ENCOURAGED. 20.ADDITIONAL NOTES WHICH ARE APPLICABLE TO THE PROJECT MAY BE FOUND THROUGHOUT THE ABBREVIATIONS: CONTRACT DOCUMENTS. AFF ABOVE FINISHED FLOOR H OR HT HEIGHT 21. COPYRIGHT©2017, STUDIO A/B ARCHITECTS ALUM. ALUMINUM H.P. HIGH POINT THE ARCHITECTURAL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STUDIO A/B ARCHITECTS & AND HRDWD HARDWOOD AND WERE PREPARED AS AN INSTRUMENT OF SERVICE TO THE OWNER AT HIS/HER REQUEST. THEY APPROX. APPROXIMATELY HVAC HEATING VENTILATING AND MAY NOT BE DUPLICATED OR USED IN PART OR IN WHOLE FOR ANY OTHER LOCATION, PURPOSE, ARCH. ARCHITECT AIR CONDITIONING PROJECT OR OWNER WITHOUT THE EXPRESS, WRITTEN CONSENT OF STUDIO A/B ARCHITECTS. @ AT HORZ. HORIZONTAL BLD'G BUILDING ICMU INSULATED CONCRETE MASONRY B.O. BOTTOM OF UNIT C.I. CAST IRON INSUL. INSULATION ARC,y� `r, CONTROLLED INSPECTIONS: CL CENTER LINE INT. INTERIOR Q,�� TFC CLG. CEILING L.F. LINEAR FOOT ,�ti ARIIZ� ,, LOCATION MAP: colP41 CONTROLLED INSPECTIONS AND TESTING AS REQUIRED BY THE DOCUMENTS, CLIENT AND THEL.P. LOW SOUTHOLD BUILDING DEPARTMENT,,, E MASONRY UNIT INT �. CMU CONCRETE MAT MATERIAL COL COLUMN MAX MAXIMUM THE CONTRACTOR MUST NOTIFY THE ARCHITECT OR ENGINEER FOR CONTROLLED INSPECTIONS AT ,�' CONC. CONCRETE MECH. MECHANICAL LEAST 72 HOURS BEFORE THE SPECIFIC WORK COMMENCES. "; CONT. CONTINUOUS MIN. MINIMUM -> r .. 123 C.J. CONTROL JOINT MTD. MOUNTED 2 PROJECT" '. SITE;" " COR CORRIDOR MTL METAL TF OF t CU.FT. CUBIC FEET N.I.C. NOT IN CONTRACT -u� ',," •-;:";.:.,.:.::" ..;,.. . ,. .." ," "". .�:;" CU.YD. CUBIC YARD NO. NUMBER SITE SAFETY AND PROTECTION NOTES. "`' °"'' '` ,` ' '` < DET DETAIL NOM. NOMINAL DIA. DIAMETER NTS. NOT TO SCALE 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SAFETY ISSUES, MEETING ALL DIM. DIMENSION PLY PLYWOOD JURISDICTIONAL AND OSHA REQUIREMENTS. , F ;.: tp DIM DIMMER O.C. ON CENTER 2. SITE SAFETY PROTECTIONS SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO, EGRESS, SCAFFOLDING, AIL'G DR DOOR R RADIUS DWG DRAWING R RAILING FIRE PROTECTION, TRIP HAZARDS PROTECTION, ETC. THEY SHOULD ADDRESS ANY POTENTIAL E.J. EXPANSION JOINT REINF. REINFORCING INTERACTION BETWEEN THE EXISTING USE, GENERAL PUBLIC AND EXPOSURE TO THE CONSTRUCTION PROCESS. ELEV. ELEVATION R.D. ROOF DRAIN PROJECT :,Beach,Puk c ELEC. ELECTRIC READ. REQUIRED Addition to Stritzer ENT. ENTRY RM ROOM EQ. EQUAL SCIP STRUCTURAL CONCRETE " . EQUIP. EQUIPMENT INSULATED PANEL EXIST. EXISTING SF SQUARE FEET Residence .. SIMILAR FF FINISHED FLOOR SPEC SPECIFICATION FIN. FINISH OR FINISHED S.S. STAINLESS STEEL ,.°. . o� FLOOR STD. STANDARD FLAFL F.P.H'G FLASHING STL. STEEL IRE PROOFING TEL. TELEPHONE TITLE SHEET TH. THICKNESS GA GAUGE T.O. TOP OF " GENERAL CONTRACTOR U.O.N. UNLESS OTHERWISE NOTED GALV GALVANIZED TYP TYPICAL . , G.C.G.0 GL. GLASS V.I.F. VERIFY IN FIELD GWB GYPSUM WALL BOARD W WIDTH W/ WITH �.." , WD WOOD Project number z: t Mat-tituek Eishih t t 1713 Date , t 10/11/18 ti Drawn by HA IL .......... ..... Checked by PS ~ 0 M T . 01 N T r• Scale As indicated - 50'MIN. studio a/b architects 18'-0"MAX. C. to C. �I BUT SUFFICIENT TO KEEP SEDIMENT ON SITE L 651 West Main Street, � z Riverhead, NY 11901 U FLOW LL 21, 631 591 � � w ' ~ 0 GRADEO u. LU 631 3231426 w af info@studioab architects.com HAY BALE AND/OR w U_ ¢ SILT FENCING� Owner: o Stritzler Family Trust .� 4" VERTICAL (D SLOPE o w 51 Stirrup Lane FACE w = Roslyn Heights, NY 11577 z Stritzler Family Trust v Mailing address: PERSPECTIVE VIEW o BEDDING DETAIL Q c/o Jan Stritzler Fenster O b < 444 E 86th Street Apt 26 B New York, NY 10028 36" MINIMUM 2 x 2 ANGLE FIRST STAKE TOWARD ��� �� Site taddsew Avenue, Mattituck NY 11952res FENCE POST ��� �� O PREVIOUSLY LAID BALE o_ 955 NO WOVEN WIRE FENCE i � F' �� / rL (E;x 6 - 10/10 WWF) FLOW �Z_ ��� n s', CONSTRUCTION ENTRANCE- FOUND TION OF w0 �� �� . �f h s COMPACTED 3/4"STONE BLEND OR N.Y. STATE D.O T.APPROVED R.C.A. FILTER CLOTH ���� �� L n JA FILL TO 18"(Min.)ABOVE EXISTING GR DE FOR DRAINAGE. n i` L �L S/LoPF N f s�` ' �' --n _ PLAN VIEW EMBED FILTER CLOTH GRADE T 0gADE NIIN. 6" INTO GROUND ROAD z_ — 4" CONSTRUCTION ENTRANCE-FOUNDATION OF _ COMPACTED 3/4"STONE BLEND OR N.Y. STATE HAY BALE AND/O D.O.T.APPROVED R.C.A. MOTE: SILT FENCING FILL T018" (Min.)ABOVE EXISTING GRADE FOR MAXIMUM DRAINAGE AREA DRAINAGE. 1/2 ACRE / 100 LINEAR FEET TYPICAL SILT FENCE SECTION DETAIL TYPICAL HAY BALE ANCHORING DETAIL TYPICAL TEMPORARY CONSTRUCTION ENTRY CROSS SECTION n Typical Stormwater Protection Details U N.T.S. No. Description Date N LONG\S\3'ND SOVNO STORMWATER RETENTION CALCULATIONS: ADDITION ROOF 619 SQ.FT. 619 SQ.FT. X 2 INCH/hr RAIN = 103.09 CUFT USE Cultec#100HD STORAGE CAPACITY AS PER MANUFACTURER'S SPECIFICATION: 229.84 GAL/UNIT= 30.73 CUFT/UNIT 103.09 CUFT/ 30.73 CUFT/UNIT= 3.36 UNITS USE (4) UNITS OF Cultec#100HD \, W N� O 2 m 1P N - ON�ZONE VE SOP OF 5LUFF N EL.16') w 000) ON L E COASTAL. TOP OF FLUFF EROSION HAZARD LINE EXISTING WOOD WALKWAY (GRADE LEVEL) 4. 5'+ W 24Ni x Q CULTEC NO.410 NON-WOVEN GEOTEXTILE YAROUND STONE. TOP AND SIDES z1 o F1-2 INCH [25 mm-51 mm] DIA. ENGINEER R NGNEERRY.ESO NTOM PER � PRI ZUnT�CT O 21.1 Lds R e I .'T. g° ° WASHED, CRUSHED STONE " 20.3 C�) D m m 1 1 o F A D 0 CULTEC HVLV SFCx2 MIN. 95% LUQ a t ' '"t ' cc 0 Z w U 15.7 l_ . m FI T L R .F _ _ FEED CONNECTOR COMPACTED FILL Q z � �l �. am 0231 S� 18.3 0 - EXITING DECK ON m WHERE SPECIFIED �TArE �F M _ BASEMENT LEVEL 0 Q 14'X7.6'+/ LL 0 CULTEC CONTACTOR 10OHD PAVEMENT OR HEAVY DUTY CHAMBER FINISHED GRADE z z_ 24" +/- Y (4)-100HD STORMWATER Z_ CHAMBER BY CULTEC = p c M x'24.4 F 00O Y ��a I PROVIDE MEANS OF � GRAVEL FILLED 00 tO / RUN-OFF PROTECTION LU (0 Z TRENCH ma r� ° Wo I C �iJ a — 0 DRAIN TILE IN GRAVEL N 1 Q } ° a o TRENCH r ! Y'f ."" Q.. ¢. O O \ (O - N _ __ ;, N - — �' • FILTER FABRIC d TOPSOILr- 5 O STOCK PILE AREA PROJECT PROPOSED w SCREEN PORCH t 4" DRAIN TILE Addition to St ri tze r o" t N CULTEC NO66 WOVEN GEOTEXTILE FOR SCOUR F.F.EL.56.1' 50 WELL HOUSE . ( I I I I I I I SLOPED 1/8" PER 18.3'X 18.3' o 'W TO BE DEMOLISHED12.0" 36.0" 40.0" MIN. PROTECTION)TO BE PLACED BENEATH INTERNAL PROP.PERMEABLE I MIN. MANIFOLD FEATURE AND BENEATH ALL 12" MIN. WALK AND STEPS xISTI I INLET/OUTLET PIPES Residence R TE w X° D SUB-GRADE SOILS 0 GENERAL NOTES CONTACTOR 10OHD BY CULTEC, INC. OF BROOKFIELD, CT. Stormwater m x a o STORAGE PROVIDED=3.84 CF/FT[0.82 M'/3] PER DESIGN UNIT. REFER TO CULTEC, INC.'S CURRENT RECOMMENDED INSTALLATION Management Plan 9z °° GUIDELINES. 0o ;e{• 10p55 MAXIMUM ALLOWED COVER ON TOP OF UNIT SHALL BE 12.0' [3.66 m] o THE CHAMBER WILL BE DESIGNED TO WITHSTAND TRAFFIC LOADS S61D51 WHEN INSTALLED ACCORDING TO CULTEC'S RECOMMENDED INSTALLATION mINSTRUCTIONS.ALL OMARKED SOUNDVLEW AVENUE WITH A COLOR STRIPE FORMED INTO THE PART ALONG THE LENGTH OF CONSTRUCTION ENTRY CHAMBER.ALL CONTACTOR 100 CHAMBERS MUST BE INSTALLED IN Project number 1713 ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL SITE PLAN Is BASED ON SURVEY BY Date PECONIC SURVEYORS,P.C. REGULATIONS. 10/11/18 DATED OCTOBER.16,2009 Drawn by HA a Checked by GB 0 M n Stormwater Management Control Plan nTypical Cultec 10OHD Detail Typical Trench Gutter Detail n co 11 1/2" = 1 1-011 C 00 Scale As indicated studio a/b architects 651 West Main Street, sot) Riverhead, NY 11901 `�D rp�� A.3 AA 631 5912402 C) ISLAND 10o n fo 31 3231426 st doabarchitects.com U00 @ I Owner: 56010,00E I Stritzler Family Trust N 51 Stirrup Lane Roslyn Heights, NY 11577 N�p,�ER Mailing address: MEPN�\G c/oStrlJanrStri zllTrust er Fenster 444 E 86th Street Apt 26 B I New York, NY 10028 I Site address: 955 Soundview Avenue, Mattituck NY 11952 �O Cn co I W N O rn - I I 'z I � B.2 (31 6, EXISTING HOUSE T. (SHOWING BASEMENT APPROX. EXISTING LEVEL FOOTPRINT) I SEPTIC SYSTEM LOCATION TO O LU EXISTIN DEC • z EXISTING I ER S► NH ZA LAN LOWER DECK O Co TA 0 _ n M o C r o f /�p O O'er C 0 10o No. Description Date a a O 10 cA s s Z mm _.._,,. - __--- -DECK .-_ . ... _ A.02 S 6S � � - , .0- :.. ' 4 9 . Q .�.:• 15.7' 18'-3 1/2., CM0 g I�CSUSE. L) O s0 °" _ , . . ~...,.`..: .... ...77',,, O;1�1 ` / / / r 2X4 STUDS WALL �:.:. z Q 'Ff,EL.60.9' iil! _ _, M 59'- �a� Z m O X58 0 60.4 '� _ jSC _ - m ,- - O ,.-- `18.3' „- - --- - - - - - w%!=� ----- 0 Of h _ _ _ B.4 - � L \0 : i; A.02 1 ' r EXISTING ACCESS BOARDWALK — Z AND 0 STEPu � STORMWATER PARTIALLY REMAIN 9.4' CHAMBER S.03 1 -0 D (4)-100HD BY CULTEC Zh 4.5' Q - - - - - �E- - II r�...�. 4X4 CEDAR @36"O.C., TYP. "-- w AR A FOR PROVIDE _ ~ `PO L/SPA, MEANS OF o SCREESCREEN p �J AND OOL DECK �� RUN-OFF 1500 F o� a PROTECTION ADDITION w ii I n DRAIN TILE IN 00 CS.03 EXISTING �� 5ry a GRAVEL TRENCH /4% o ACCESS BOARD 22.0'--I_ l� I o A.03 WALK TO BE i - - - - - - - - - - - - - -� — - - DEMOLISHED I � W _ 3 A.02 I CP_ w o ��o ABcy,T�c li WELL TO REMAIN —_ — co WELL HOUSE LUY TO BE DEMOLISHED - t` r d : _ CONCRET B.5q N " TTEOFNti rn co M ��CONSTRUCTION , \v Landing a. AND MACHINE STORAGE AREA `r n: `' PROJECT Addition to Stritzer 2 2 Residence I ea•- < S.03 A.02 I . 6'-3 1/2" � 55 Site Plan , Floor Plans Sgt A.2.3 1 A.03 DVIEW AVENUE Project number 1713 SO� SITE PLAN IS BASED ON SURVEY BY PECONIC SURVEYORS, P.C. Date 10/11/18 DATED OCTOBER. 16, 2009 Drawn by HA a N Cq Site Plan n Screen Porch Level Plan Checked by PS co M lit = 201-011 00 A. 01 N r T_ Scale As indicated o studio a/b architects 1 651 West Main Street, Riverhead, NY 11901 A.03 631 591 A. 1 631 3231426 info@studioabarchitects.com B.4 4 B.5 A.03 Owner: Stritzler Family Trust 51 Stirrup Lane Roslyn Heights, NY 11577 EXISTING ROOF Mailing address: Stritzler Family Trust c/o Jan Stritzler Fenster ASPHALT SHINGLES TO MATCH EXISTING FASCIA TO MATCH EXISTING 444 E 86th Street Apt 26 B New York, NY 10028 Site address: 955 Soundview Avenue, Mattituck NY 11952 32"WIDE SCREEN DOOR i FOUNDATION WALL PERGED _.._ io N h RAILING TO MATCH EXISTING, TYP. --- - -- - — i i i I _ 7777 11 NEW CRAWL FOUNDAT ON WALL J I I I I—III I I L �l -I :�l-I 1::HU��I-J� -�1-I-I��I� -- —rum ENTRY AND SCREEN _ _ - —PORCH ADDITION ( —3/4" PVC BOARD-= I - - I IFEI I I I II H - - NEW CRAWLSPACE I I I I I _I I - - FOUNDATION WALL-- PERGED— I No. Description Date WWest Elevation n South Elevation 4" = 1'-0" 1/4" = 1'-0" 4 A.03 B.5 B.4 A.2.3 A. 1 1 ASPHALT SHINGLES TO MATCH EXISTING A.03 I I FASCIA TO MATCH EXISTING -- I I I 1 SCREEN SASH/TRIM WOOD PAINTED Q pA,R Z/y/',�L'.�` CD0 ,� ,�.:.� CC , . 0 231 SCREEN — �I � SIDING TO MATCH EXISTING PROJECT LandingLevel Addition to Stritzer I _ 56' - 1 1/2" Residence — 1 _ -1= Elevations I FE 711 3/4., PVC BOARD - Project number 1713 — _ _ =FOUNDATION WALL PERGED Date 10/11/18 III=III— II I _ PROVIDE CRAWL SPACE VENT AND= _III III WM II—I I I_I I 1=1 —III III (ACCESS GATE( I I I I Drawn by HA a II I 11 11 1 11 1 1 III—III III-111—III—III III III III III—III IIIIII—III— M Checked by PS 00 N East Elevation n Screen porch North Elevation 3 1/4" = 1'-0" Y 1/4" = 1'-0" A . 02 0 N 0 . r Scale 1/411 = 1'-0" studio a/b architects 4 651 West Main Street, A.03 A. 1 A.2.3 Riverhead, NY 11901 631 5912402 B. 1 B.4 B.5 1 631 3231426 A.03 info@studioabarchitects.com ' 1'-8" 9'- 1 3/4" 9'- 1 3/4" 1'-8" 18'-3 1/2" -0" - Owner: Stritzler Family Trust ASPHALT SHINGLES 51 Stirrup Lane ON ASPHALT FELT Roslyn Heights, NY 11577 ON 5/8" PLYWD SHEATHING Mailing address: (2)-1/ " BOLTS �� 2X12 @16"O.C. Stritzler Family Trust 7. EXPOSED, c/o Jan Stritzler Fenster PAINTED 444 E 86th Street Apt 26 B New York, NY 10028 --_1 Site address: 2X6 COLLAR TIES 955 Soundview Avenue, Mattituck NY 11952 I ��, @16"O.C. 2X10 FILLER G _ - _-- � PAINTED 1/2" PLYWD SHEATHING 2X4 PLATE BETWEEN RAFTERS, (; PAINTED, TO COVER ROOFING NAILS 4X4 _ First Floor C20NT HEADER USE FURRING AS NEEDED 1X6 FASCIA 60' - 10 3/4" EXPOSED RAFTERS PAINTED EXISTING HOUSE Screen Porch 4X4 COLUMN 1X6 MAHOGANY T&G FLOORING ON 2X10 @12"O.C. LandIng Level Landing Level /2" = _, :, ; - • \— 2X6 ACQ SILL PLATE, 10"CONC. = TYP. .. : CRAWL SPACE " —_ _ _ 2 RAT SLAB Basement ON DAMPPROOFING 14 _ 4� 1 - HEM= _i North-South Section thru Screen Por h I I II I I No. Description Date 1 West-East Section thru Screen Porch p U 1/4" = 1'-0" 4 -1/411 1-- RCN/Tc° C'�* CO P LU =�u �o 5 �rgTE OF t Room Finish Schedule Finish Room Name Floor Base Trim I Wall Ceiling Comments PROJECT Screen Porch Mahogany 1 x6 T&G Mahogany 1x2 Exterior Door Trim: see Door Schedule; Interior Door Trim: Painted(Type B); Partially Flyash Board, painted Exposed rafters and collar ties, Install sound insulation on partitions and Addition to St ri tze r flooring Wall Trim: clear sealer(Type E);Window sill: clear sealed (Type E) painted; 3/4"plywood painted ceiling Residence Door Schedule Mark Room DoorType Dim Product Finish Frame and Trim Lock Set Handle Note Building Sections Project number 1713 Date 10/11/18 Drawn by HA a. Checked by PS v M M N `em^jr® M V 0 O ■ Scale 1/4" = 1'-0" o GENERAL NOTES: (AS PER CODE STATE OF NEW YORK AND AMERICAN FOREST& PAPER ASSOCIATIONS WOOD FRAME ' FASTENER CONSTRUCTION MANUAL FOR 1 &2 FAMILY DWELLINGS) studio a b architects FASTENER TYPE PANEL SPAN 4 FOOT 6 FOOT THE FOLLOWING NOTE'S 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 <6 FOOT < 8 FOOT- Riverhead, NY 11901 CONDITIONS AT JOB SITE. ANY DISCREPANCIES OR OMISSIONS FROM PLANS AND/OR SPECIFICATIONS MUST BE CALLED TO 1 2 1/2"#6 WOOD SCREWS 16" 12" 9" 631 591 2402 THE ATTENTION OF THE RECORD ARCHITECT AND SAME CORRECTED WITHIN (5) DAYS AFTER CONTRACT HAS BEEN F 2 1/2"#8 WOOD SCREWS 16" 16" 12" 631 3231426 AWARDED. OTHERWISE CONTRACTOR WILL BE HELD RESPONSIBLE FOR SAME. SIMPSON H4 info@studioabarchitects.com a. THIS TABLE IS BASED ON 120 MPH WIND SPEED AND A 33-FOOT MEAN ROOF HEIGHT. @EVERY 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 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 AS PER AMERICAN WOOD COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL FOR 1 &2 FAMILY DWELLINGS c/o Jan Stritzler Fenster MATERIALS. 444E 86th Street Apt 26 B JOINT DESCRIPTION NUMBER OF NAILS NAIL New York, NY 10028 5. CONSTRUCTION TO CONFORM TO NYS BUILDING CODE, RESIDENTIAL CODE, ENERGY CONSERVATION CODE, FIRE CODE, ROOF FRAMING PROPERTY MAINTENANCE CODE,PLUMBING CODE, MECHANICAL CODE, FUEL GAS CODEJVILLAGE OF OLD FIELD CODE],AND RAFTER TO TOP PLATE (TOE-NAILED) 3-10d PER Site address: ALL OTHER CODES AND REGULATIONS HAVING JURISDICTION. 955 Soundview Avenue, Mattituck NY 11952 BLOCKING TO RAFTER (TOE-NAILED) 2-8d EACH SIMPSON H1 6.THESE PLANS ARE DESIGNED TO MEET OR EXCEED THE REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE. WHEN RIM BOARD_ TO RAFTER END-NAILED 2-16d EACH @EVERY STUD, BUILDING IN ANY JURISDICTION, EITHER INSIDE OR OUTSIDE THE CODE,VARIATIONS MAY BE REQUIRED. IT IS THE WALL FRAMING SIMPSON LTS RESPONSIBILITY OF THE PLAN PURCHASER OR BUILDER TO VERIFY SUCH REQUIREMENTS WITH THE LOCAL CODE OR TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d* PER @EVERY ENFORCEMENT OFFICER AND TO AMEND THE PROPOSED CONSTRUCTION AS SO REQUIRED. TOP PLATES AT INTERSECTIONS (FACE NAILED) 4-16d JOINTS- EACH SIDE SIM7. CONTRACTOR SHALL LOCATE AND IDENTIFY ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION. CONTACT ALL UTILITY STUD TO STUD (FACE-NAILED) 2-16d 24" O.C. E V EI I I SP2 @ COMPANIES IF RELOCATION IS REQUIRED AND/OR REPAIRS. HEADER TO HEADER (FACE-NAILED) 16d 16"O.C.ALONG EDGES SIMPSON H2 EVERY BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST, OR BLOCKING 2-16d PER STUD @EVERY 8.THROUGH 11. (NOT USED) (FACE-NAILED) SIMPSON SP4 SIMPSON H7 @EVERY 12.ASSUMED SOIL TO BE SAND OR GRAVEL, WITH MINIMUM TRACES OF DRY CLAY,WITH A MINIMUM BEARING CAPACITY OF 2 BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST, OR BLOCKING 2-16d*A PER FOOT @EVERY TONS/SQ. FT. (FACE-NAILED) FLOOR FRAMING ALTERNATIVE WALL TO ROOF CONNECTIONS, ALTERNATIVE WALL TO ROOF CONNECTIONS, 13. CONCRETE . IF PLAIN, ILS ARE ED, MINIMUM OW PSI, 28 DAY SOIL TEST, PREDICATED ON THE ABOVE SOIL JOIST TO SILL, TOP PLATE OR GIRDER(TOE-NAILED) 4-10d PER STUD SPACING SAME AS TRUSS/RAFTER SPACING STUD SPACING DIFFERENT FROM TRUSS/RAFTER SPACING CONSUMPTION. IF OTI�ER SOILS ARE ENCOUNTERED, LOWER BEARING VALUES ARE TO BE ASSUMED AND THE FOUNDATION MUST BE REDESIGNED. INDIVIDUAL SITE CONDITIONS MAY ALSO REQUIRE SPECIAL FOUNDATION DESIGN,WHICH IS THE BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END (NTS.) (NTS.) RESPONSIBILITY OF THE PLAN PURCHASER OR BUILDER. 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 JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d PER JOIST 1/2" = 1'-0" (UNLESS NOTED OTHERWISE) 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 Visually graded lumber Douglas Fir Larch (#2 Surfaced Dry or Green @ 19% maximum moisture content) ROOF SHEATHING SIMPSON All values and factors are from the National Design Specifications for STRUCTURAL PANELS 10d 6" EDGE/6" LSTA15, Wood Construction NDS-2001. 2-8d PER SUPPORT CS20, OR H6 Extreme Fiber Stress in Bending (Fb) 3-8d PER SUPPORT @ EVERY STUD Single Members Repetitive use Factor Bending Stress Member Fb (psi) Cf Fb (psi) Cr Fb (psi) WALL SHEATHING 2x6 850 x 1.30= 1105 x 1.15= 1271 STRUCTURAL PANELS 10d 3" EDGE/12" No. Description Date 2x8 850 x 1.20= 1020 x 1.15 = 1173 GYPSUM WALLBOARD 5d coolers 7"EDGE/10" FIELD 2x10 850 x 1.10 = 935 x 1.15= 1075 2x12 850 x 1.00=850:K 1.15= 978 CEILING Horizontal Shear Stress = Fv x CH = 190 psi GYPSUM WALLBOARD 5d coolers 7"EDGE/10" FIELD Modulus of Elasticity = 1.60E+06 psi 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 STRUCTURAL PANELS 17.ALL PLYWOOD USED STRUCTURALLY SHALL MEET THE PERFORMANCE STANDARDS AND ALL OTHER REQUIREMENTS OF 1"OR LESS 8d 6"EDGE/12" SIMPSON APPLICABLE U.S. COMMERCIAL STANDARDS FOR THE TYPE, GRADE AND SPECIES OF PLYWOOD AND SHALL BE SO IDENTIFIED GREATER THAN 1" 10d 6"EDGE/6" FIELD LTP4 BY AN APPROVED TESTING AGENCY. @EVERY STUD 18.ALL WALL SHEATHING SHALL BE APA RATED STRUCTURAL PANELS CONFORMING TO PRODUCT STANDARD PSI WITH A NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"O.C..AT PANEL EDGE. IF WALL SHEATHING IS (NTS.) MINIMUM THICKNESS OF 15/32". THE PANELS SHALL BE APPLIED WITH THE LONG DIMENSION ACROSS THE STUDS. NAILED 3"O.C..AT PANEL EDGEROOMS OTHER THAN SLEEPING TO OBTAIN HIGHER SHEAR CAPACITIES,NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR 19.ALL FLOOR AND ROOF SHEATHING SHALL BE APA RATED STRUCTURAL PANELS CONFORMING TO PRODUCT STANDARD PSI PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH WITH A SPAN RATING CONSISTENT WITH ITS INTENDED USE AND A MINIMUM THICKNESS OF 15/32" (19/32" FOR FLOOR SHEATHING). ^ WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE Typ. Structural Det. Wall to Floor 20. THROUGH 30. (NOT USED) PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. Connections 1'-0" 31. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO EXISTING CONDITIONS. WALL OPENING MEMBER SCHEDULE 32.ALL FOOTINGS TO (REST ON VIRGIN, UNDISTURBED SOIL. ROUGH OPENING HEADER HEADER TO NUMBER OF SILL SILL TO WALL 33. FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON VIRGIN SOIL AT MINIMUM BEARING CAPACITY OF 2 TONS PER SPAN WALL JACK STUDS CONNECTION 4X4 ACQ SQUARE FOOT WITH A, MINIMUM OF T-0"COVER. CONNECTION 34. PIER FOOTINGS SHALL EXTEND 6"FROM FOUNDATION ON ALL SIDES AND SHALL BE 12"THICK. 8'>=W> 6' (2)-2X12 OR 8-16d END- (1)-2X6 (2)-2X6 (3)- 16d COLUMN (2)-MICRO 13/4"X TOE-NAILED 35.ALL EXTERIOR FRAMING,AND INTERIOR FRAMING DIRECTLY CONTACT TO CONCRETE OR MASONRY, SHALL BE ACQ 9 1/4"OR LARGER SIMPSON HTS16 TWIST STRAPS TREATED LUMBER. FASTENERS TO USE WITH THE TREATED LUMBER SHALL BE STAINLESS STEEL, OR OTHER APPLICABLE _ 6'>=W>4' ((2)-2X10 OR 6-16d END- (1)-2X6 (2)-2X6 (3)-16d COMPLIES WITH TABLE 3.36 MATERIAL. LARGER TOE-NAILED WFCM-1995 36.ALL HEADERS TO BE (2)2 X 8 UNLESS OTHERWISE STATED. 4'>=W (2)-2X8 OR 4-16d (1)-2X6 T(2)-2X6 (2)-16d (6) 12"SIMPSON CS20 TIES LARGER TOE-NAILED COMPLIES WITH TABLE 3.313, CONCRETE 37.ALL HEADERS TO BE SUPPORTED BY DOUBLE STUDS (TYP), UNLESS OTHERWISE STATED. WFCM-1995 z CYLINDRICAL =RL_ I 38. PROVIDE DOUBLE HEADERS AND TRIMMERS AT.ALL STAIR AND FLOOR OPENINGS AND UNDER ALL POSTS AND PARTITIONS UPLIFT CALCULATION, MONOSLOPE ROOF M RUNNING PARALLEL TO SAME. SIMPSON STRONG TIE 39. BRIDGING TO BE EITHER SOLID, 1"X 3"'OR 18 GA. CROSS BRIDGING, MIN 8'-0"O.C. Tu =Wuplift x(16/12) x L/2 = 36 psf x(16/12) (17.25 ft)/2 =4,4 HEADER TO JACK ARC �. INSTALL SIMPSON H1 HURRICANE TIE AT EACH RAFTER END. y�T 40.ALL STRUCTURAL WOOD SHALL BE KEPT 2" BACK FROM CHIMNEYS. POST 10"DIA. CO ��PRllz��?FC LATERAL LOAD CALCULATION, FOUNDATION HOLDOWN NTS.) HOLDOWN FORCE=VxH =6347 ( 41. JOISTS HANGERS, ETC. TO BE"SIMPSON STRONG TIE"OR APPROVED EQUAL FOR FLUSH STRUCTURAL CONNECTIONS. Typ. Structural Det. Wall Opening Y; INSTALL SIMPSON HD10A HOLDOWN AT END OF SHEAR WALL 42. FIRE BLOCKING TO CODE R602.8. 3 Connections 4 Typ. Structural Det. Column Foundation 1 = S LATERAL LOAD CALCULATION, FLOOR TO FLOOR CONNECTION /2" = 1'-0" 1/2" 1'-0" 0231 HOLDOWN FORCE=VXH= 3986 qrE F r INSTALL SIMPSON FTA5 FLOOR TIE ANCHOR AT END OF EACH TERMITE SHIELD TERMITE TERMITE SHIELD SECOND FLOOR SHEARWALL. ' 5/8" DIA.ANCHOR BOLT 70"O.C. max. 5/8" DIA. ANCHOR BOLT @ 48"O.C. MAX. @ 5/8"DIA.ANCHOR BOLT 70"O.C. max. 7"MIN. INTO CONC. i 15" MIN. INTO GROUTED CELLS 7" MIN. INTO CONC. @ DESIGN i NOT MORE THAN 12" FROM CORNERS, NOT MORE THAN 12' FROM CORNERS, NOT MORE THAN 12" FROM CORNERS, TABLE R301.2(1) CLIMATE AND GEOGRAPHIC DESIGN CRITERIA TYP. i TYP' TYP. GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM ICE SHIELD FLOODi PROJECT 244 REBAR @ 8"O.C. 2-#4 REBAR @ 8"O.C• - 2-#4 REBAR @ 8"O.C. IN GROUTED CELLS, SNOW SPEE: DESIGN UNDERLAY HAZARD Z IN GROUTED CELLS, Z Addition to Strltze r LOAD (i) D CATEGORY WEATHER FROST TERMITE DECAY WINTER -MENT TYP (mph) (g) - LINE DESIGN REQUIRED 00. 00 0o ING DEPTH(b) TEMP. (f) \�\; �\ ;,/,j�/;;'i/ ...- WATER PROOFING, ���\\j��:\/\���i�\����� ��1 . 1' Residence / / / \ \ \ \ WATER PROOFING, WATER PROOFING, / i i..i / �, i / /. / / i i. , 45lbs 120 C SEVER 3'-0" MODERATE SLIGHT TO 11 YES N/A 244 REBAR @12 O.C. CONT. 2-#4 REBAR @12"O.C. CONT. 2-#4 REBAR @12"O.C. CONT. E 7'O HEAVY MODERAT z_ z_ 2" RAT SLAB a 2" RAT SLAB E 2"RAT SLAB 2 ON 6 MIL POLYETHYLENE DAMPPROOFING ON 6 MIL POLYETHYLENE DAMPPROOFING o ON 6 MIL POLYETHYLENE DAMPPROOFING o Z ON UNDISTURBED OR COMPACTED SOIL ON UNDISTURBED OR COMPACTED SOIL DESIGN M ON UNDISTURBED OR COMPACTED SOIL Structural Dotes LOCATION LIVE DEAD DEFLECTION LIMIT Z SLEEPING 40LBS 10LBS L/360 �o Typical Structural ROOM OTHER THAN SLEEPING 30LBS 10LBS L/360 2" MIN. 2" MIN. 2" MIN. 0'-8„ 2" MIN. Details ATTIC (NON STORAGE) 10LBS 5LBS L/240 "0' _ 1'-0" ATTIC (STORAGE) 20LBS 10LBS L/240 ROOF W/FIN. CEILING 20LBS (SNOW) 15LBS L/240 Project number 12"MIN. FOR 1 STORY BLDG 12" MIN. FOR 1 OR 2 STORY FRAMED BUILDING Pro ROOF NO FIN. CEILING 20LBS (SNOW) 7LBS L/180 1713 SNOW LOADS HAVIE BEEN ADJUSTED TO REFLECT THE SLIDEOFF FACTOR,AS A FUNCTION OF ROOF DRAIN TILIE,TYP. DRAIN TILE, TYP. DRAIN TILE, TYP, Date 10/11/18 PITCH. RAFTER SIZES M Drawn by HA WIND BORNE DEBRISS PROTECTION HAVE To BE INCREASED To ACCOMMODATE HIGHER show LOADS. CRAWL SPACE CONCRETE FOUNDATION ALT. 1 CRAWL SPACE CMU FOUNDATION ALT. 2 CRAWL SPACE CONCRETE FOUNDATION Checked by PS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"AND A MAXIMUM SPAN OF 8 FEET SHALL BE PERMITTED, 00 PANELS TO BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. Typ. Structural Det. Crawl Space iNo n Foundation S . 01 co 1/2" 1 -011 Scale As indicated o studio a/b architects 651 West Main Street, Riverhead, NY 11901 631 591 2402 631 3231426 info@studioabarchitects.com Owner: Stritzler Family Trust 1 51 Stirrup Lane A.03 Roslyn Heights, NY 11577 Mailing address: A. 1 Stritzler Family Trust c/o Jan Stritzler Fenster 444 E 86th Street Apt 26 B New York, NY 10028 Site address: B:4� — — '! 955 Soundview Avenue, Mattituck NY 11952 11 2X6 COLLAR TIE ON EVERY RAFTER (2)-2X6 HEADER CONTINUOUS ON 4X4 COLUMNS, TYP. U' O' 4 ^co A.03 ti No. Description Date 2X12 i RIDGE BOARD A.2.3 Roof Framing Layout --- 1/4" = 1'-0" A. 1 1 A.03 HOLDOWN, TYP. - a+ PROVIDE 5/8"ANCHOR BOLT ACCESS GATE Mo @48"O.C., TYP. T 10" DIA. CONCRETEi i ! `� ! A� CYLINDRICAL PILE I i w I I FOUNDATION ON !; I i w 24"X24"X12" FOOTING w cn M o + OR USE"BIGFOOT", TYP.zo 9'- 1 3/4" 9'- 1 3/4" I i I o I �O i -12'e of N� 4 4 I I ! i X p Q I ! ! A.03 A.03 i I NLu o i i I :+ = PROVIDE ACCESS GATE AND VENTS, TYP. M _ 1 N PROJECT t I I ; ' Addition to Stritzer + d a+. Residence . a . r„.. 8., 8” Decking Layouts 18'-3 1/2" i 1 Project number 1713 A.03 Date 10/11/18 Drawn by HA Foundation Layout Screen Porch Level Framing Layout 1 1/4" - 1'-CI" 2 1/4" = 1'-0" Checked by PS CID N A. 1 A.2.3 A.2.3 0 N r Scale 1/411 = 1'-0" 0 studio a/b architects 13.4 B.5 A. 1 A.2.3 B.5 B.4 651 West Main Street, Riverhead, NY 11901 631 591 2402 1 631 3231426 A.03 info@studioabarchitects.com 4 I 4X4 I 4 I Owner: A.03 � ,� � �A.. 3„ Stritzler Family Trust 16 g �� 2X4 51 Stirrup Lane Roslyn Heights, NY 11577 (2)-2X8 HEADER cn I Y 9 CONTINUOUS ch — _ g 4X4 ' O.C., COLUMN °�3Mailing address: CD Z TYP. Stritzler Family Trust c/o Jan Stritzler Fenster 4X4 COLUMN, TYP. z � 18'-3 1/2" 444 E 86th Street Apt 26 BNew York, NY 10028 I I N X `r 0'-3 1/2" 0'-3 1/2" 0'-3 1/2" 0'-3 1/2" 0'-3 1/2" 0'-3 1/2" 0'-3 1/2" Site address: I 2'-8 1/2" 2'-8 1/2" 2'-8 1/2" 2'-8 1/2" 2'-8 1/2" 2'-8 1/2" 955 Soundview Avenue, Mattituck NY 11952 10 _ i STAINLESS STEEL TENSION WIRE CABLE om e ' 4X4 CONTINUOUS 2X4 (2)-2X8 HESTAINLESS STEEL ADER r 5 STAINLESS STEEL TENSION WIRE CABLE TENSION WIRE CABLE io HOLDOWN, TYP. 4X4 COLUMN, a TYP. e — Landing Level _ _ — _ _ Landing Level _ _ _ Landing Level —._.. —.-. 56' - 1 1/2- 56' - 1 1/2 56 - 1 1/2 ' _ - - _. 7771 1 71-1 I I _ - " ,' <.• `. _�', ee a' ° a.., '.< . . <' °• "•.` :°'' •'-e - � ° , 'a °- a _'�. ," b a i < — °•:..-"e .. - .'•° - ,-< . °• <° < -,�,a-•c °_. - - , - -- - - - - -- - - - I --- ----- - I 1I I1II-- 1 = _ 111111 =111 = - 11 = _ � - - - _ -- -II I _ _ 1 Screen ouch Framing Elevetion-West 2 Screenporch Framing Elevetion-South Screenporch Framing Elevetion--East No. Description Date 1/4" = 1'-0" U 1/411 = 1'-0" p A(,Cy�T ARI/,�L rc Z cAj, c0231$`� OF N� r PROJECT Addition to Stritzer Residence Screen porch Framing Elevations Project number 1713 Date 10/11/18 Drawn by HA n Checked by PS r? 00 N co S - 03 o_ N r T Scale 1/4" = 1'-0" 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 631 591 2402 DRAWINGS OR DIMENSIONS, LOCATIONS AND CLEARANCES. 631 3231426 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: 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, 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 REQUIRED BY APPLICABLE ADMINISTRATIVE BUILDING CODE. Mailing address: 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. 444 E 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. 10. THE ELECTRICAL CONTRACTOR SHALL INSTALL ALL WIRING FOR THE MECHANICAL SYSTEMS REQUIRING FIELD WIRING,ACCORDING TO THE WIRING DIAGRAMS PROVIDED BY THE MECHANICAL CONTRACTOR. 11. EXAMINE AND EVALUATE ALL EXISTING ELECTRICAL SYSTEMS CONNECTED TO THE PROJECT;VERIFY CAPACITY OF EXISTING SERVICE WITH NEW LOAD REQUIREMENTS; NOTIFY ARCHITECT OF CONDITION OF EXISTING SERVICE AND WIRING OF ANY OUTLETS NOT FUNCTIONING OR ILLEGAL; OTHERWISE,ALL EXISTING CIRCUITING SHALL REMAIN INTACT FOR REUSE. 12. INSPECT EXISTING CIRCUIT BREAKERS.ADD ADDITIONAL CIRCUIT BREAKERS TO THE SERVICE BOX AS 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 REQUIRED, COMPLYING WITH ALL APPLICABLE CODES. 14. ALL OUTLETS WITHIN 6 FEET OF WET AREAS SHALL BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI.), 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 LOCATIONS WITH ARCHITECT AND OWNER. 17. BEFORE ANY PURCHASE OF FIXTURES,VERIFY WITH ARCHITECT AND OWNER FOR ALL THE 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. 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. RECESSED LUMINARIES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED.ALL RECESSED LUMINARIES SHALL BE IC-RATED. 23. SWITCH AND OUTLET BOXES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED. No. Description Date UNDERGROUND SERVICE FROM MAIN HOUSE WALL RECESSED SUB PANEL B.4 [' DIM: i EXT I EXT B' I i i B I! B B }; B I i R AC~ B i I B ' t N/Tfico Lu Cr 0023�V of N iI : B.5 I . 1 ................ .. :.: :......:...... LEGEN L _. .,....,.. 0 CEILING RECESSED MOUNT LIGHTING _....---------------_........... ,,.. 1-0 WALL MOUNT LIGHTING PROJECT ___ .._. .._............. I S� SINGLE POLE SWITCH if DIM SINGLE POLE SWITCH W/DIMMER Addition to Stritzer ... ..... . . $a 4 WAY SWITCH DUPLEX RECEPTACLE Residence EXT DUPLEX RECEPTACLE EXTERIOR Lighting Fixture Schedule Electrical Layout A. 1 A.2.3 Lighting Fixture # Lighting Fixture Type—T— Product Finish Bulb Note A Interior/Exterior Wallmount Cooper Eon LED W1 LEDB2 City Silver 16W LED,2700K —T Light Project number 1713 BEFORE ANY PURCHASE,VERIFY WITH OWNER Date 10/11/18 Screen Porch Level Electrical Layout 1'-0" Drawn by HA a Checked by PS v 0 co 6 CID E . 01 N T T Scale As indicated o PROJECT GENERAL NOTES: BUILDING DEPARTMENT NOTES: LIST OF DRAWINGS: studio a/b architects Addition to Stritzler Residence: Landing Level Entry THE FOLLOWING NOTES SHALL APPLY THROUGHOUT. EXCEPTIONS ARE SPECIFICALLY NOTED ON THE FOLLOWING NOTES SHALL APPLY THROUGHOUT. 651 West Main Street, EACH DRAWINGS. Riverhead, NY 11901 1. ALL WORK SHALL BE EXECUTED IN FULL COMPLIANCE WITH THE APPLICABLE PROVISIONS OF ALL 1 /8 T.01 TITLE SHEET 631 591 2402 Plan 631 3231426 ement M t 01 Stormwaer Management -7 1. ALL WORK OF THIS CONTRACT SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF LAWS, BY-LAWS, STATUTES, ORDINANCES, CODES, RULES, REGULATIONS, AND LAWFUL ORDERS 2 /8 C. g Owner: THE NEW YORK STATE(NYS) RESIDENTIAL CODE OF PUBLIC AUTHORITIES BEARING ON THE PERFORMANCE AND EXECUTION OF THE WORK. 3 /8 A.01 Site Plan, Floor Plans info@studioabarchitects.com r �� Stritzler Family Trust NYS ENERGY CONSERVATION CONSTRUCTION CODE THE CONTRACTOR SHALL PROMPTLY NOTIFY THE TOWN AND ARCHITECT/ENGINEER OF ANY 4 /8 A.02 Roof Plans, Elevations NYS FIRE CODE PORTIONS OF THE WORK IN THE CONTRACT DOCUMENTS THAT ARE AT VARIANCE WITH THE 5 /8 A.03 Building Sections Owner: 955 Sound View Avenue, Mattituck, NY 11952 NYS PLUMBING CODE ABOVE. 6 /8 S.01 Structural Notes, Typical Structural Details �► Stritzler Family Trust NYS MECHANICAL CODE 2. ALL MATERIALS, ASSEMBLIES, FORMS METHODS OF CONSTRUCTION AND SERVICE EQUIPMENT 7 /8 S.02 Decking Layouts DRAINAGE cN'"�RC'GTION,,ARE r,CQUIRED NYS FUEL GAS CODE SHALL MEET THE FOLLOWING REQUIREMENTS: g y Contact TO,. Engineering at 765-1560 before+ APPLICABLE SUFFOLK COUNTY HEALTH REGULATIONS AND STANDARDS a) THEY SHALL HAVE BEEN ACCEPTABLE TO THE SOUTHOLD BUILDING DEPARTMENT. 8 /8 E.01 Electrical Layout Backfill,OR Frouidp Engineer's CertificrOwn 51 Stirrup Lane TOWN OF SOUTHOLD REGULATIONS b) THEY SHALL HAVE BEEN ACCEPTED FOR THE USE UNDER THE PRESCRIBED TEST METHODS BY thrt the drainage has been Installed to Cod^. Roslyn Heights, NY 11577 OTHER AGENCIES HAVING JURISDICTION ON THE WORK OF THIS CONTRACT, THE REGULATING AGENCIES. 3. MATERIALS OR ASSEMBLIES REQUIRED TO HAVE A FIRE RESISTANCE RATING SHALL COMPLY Mailing address: Site Address: 2. DRAWINGS ARE NOT TO BE SCALED. USE DIMENSIONS ONLY, ALL DIMENSIONS AND CONDITIONS WITH ONE OF THE FOLLOWING: Stritzler Family Trust 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 c/o Jan Stritzler Fenster 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 444 E 86th Street Apt 26 B 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 New York, NY 10028 Tax Map#: SPECIFICATIONS IS PERMISSIBLE WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT/ENGINEER. TOWN BUILDING DEPARTMENT 1000-94.-1-8 NO WORK SHALL PROCEED UNTIL SUCH DISCREPANCY HAS BEEN RECTIFIED. (OR) Site address: c) THEY SHALL HAVE BEEN ACCEPTABLE PRIOR TO THE EFFECTIVE DATE OF THE CODE. 955 Soundview Avenue, Mattituck NY 11952 architect: 3. THE ARCHITECT/ENGINEER HAS INDICATED AND ESTIMATED CERTAIN CONDITIONS EITHER NOT 4. ALL MASONRY UNITS SHALL CONFORM TO THE BUILDING CODE. Blower door studio a/b architects 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 and ductwork NOT MEASURABLE DUE TO ABSENCE OF DRAWINGS, OR INACCESSIBLE TO VERIFY IN THE FIELD THE BUILDING CODE. 651 WEST MAIN STREET PRIOR TO PREPARING THE DRAWINGS. 6. ALL NEW WORK SHALL COMPLY WITH ANSI 117.1 1998 AMERICAN NATIONAL STANDARD testing required. RIVERHEAD, NY 11901 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. T: 631 591 2402 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 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 e-mail: info@studioabarchitects.com R302-9(NYS RESIDENTIAL CODE). 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) 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. 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 ZONED: R40 FINISHED SO THAT THE ENTIRE HORIZONTAL OR VERTICAL SURFACE TO THE CLOSEST CORNER IN ALL FOUR DIRECTIONS MATCHES SCHEDULED CONDITIONS. REQ. ACTUAL/PROPOSED LOT AREA ................................ 40,000 ....................... 35,201 N/C AS EXISTING 8. FURNISH ALL NECESSARY NEW MATERIALS AT NO ADDITIONAL COST TO THE CLIENT FOR THE BUILDABLE LAND........................................................... 23,043 FOLLOWING CONDITIONS: LOT WIDTH ............................... 150 ............................ 100.55 N/C AS EXISTING a) ANY ALREADY COMPLETED WORK THAT HAS BEEN REMOVED OR DAMAGED IN ORDER TO LOT DEPTH ............................... 175 ............................ 352.54 AS EXISTING PERFORM THE CONTRACT WORK. FRONT YARD ........................... 50 .............................. 124.9 b) TO FURNISH THE WORK OF THIS CONTRACT IN WORKMANLIKE MANNER. 1 SIDE YARD ............................ 15 .............................. 15.4 AS EXISTING 2 SIDE YARDS .......................... 35 .............................. 33.4 N/C AS EXISTING 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTIONS AND OFF REAR YARD ............................. 50.............................. 151.6 AS EXISTING BUILDING AREA......EXISTING BOARDWALK 175.62 ALIGNMENTS ACCORDING TO CODES AND STANDARDS OF GOOD PRACTICE. EXISTING DECK 1093.63 10. DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY FOR PROPER AND ACCEPTABLE EXISTING HOUSE 1211,77 LOWER DECK 109.68 CONSTRUCTION INSTALLATION OR OPERATION OF ANY PART OF THE WORK AS DETERMINED BY ENTRY DECK 74.34 CLIENT OR ARCHITECT/ENGINEER SHALL BE INCLUDED IN THE WORK THE SAME WAY AS IF HEREIN ENTRY 93.92 SPECIFIED OR INDICATED. SCREEN PORCH 334.59 No. Description Date 11. WHERE MANUFACTURER'S NAMES AND PRODUCT NUMBERS ARE INDICATED ON DRAWINGS, IT (FUTURE) POOL, SHALL BE CONSTRUCTED TO MEAN THE ESTABLISHMENT OF QUALITY AND PERFORMANCE POOL DECK, & STANDARDS OF SUCH ITEMS. ALL OTHER PRODUCTS MUST BE SUBMITTED TO THE ARCHITECT FOR ACCESS STEPS 1500 TOTAL 4,593.55 APPROVAL BEFORE THEY SHALL BE DEEMED EQUAL, BUILDABLE LOT 23043.12 12. FIRE STOPPING SHALL BE INSTALLED AT ALL PENETRATIONS OF FIRE RATED CONSTRUCTION AS COVERAGE.............................. 20% MAX. 19.93% HEIGHT IN FEET........................ 35 .............................. 18.8+/- AS EXISTING PER SPECIFICATIONS. 13. SIZE OF MASONRY UNITS AND WOOD MEMBERS ON PLANS, BUILDING ELEVATIONS AND SECTIONS ARE SHOWN AS NOMINAL SIZE. 14. DIMENSIONS ON PLANS ARE INDICATED FROM SURFACE TO SURFACE BETWEEN WALLS, CODE COMPLIANCE: PARTITIONS AND OTHER ITEMS EXCLUSIVE OF FINISHES, UNLESS NOTED OTHERWISE, I.) Use(s)and Occupancy Classification(s): Accessory Building for Single Family Residence 15. PROVIDE GUARDS, RAILS, FENCES, CATCH PLATFORMS, DECKING, NIGHT LIGHTING, ETC., AS 2.) Height and Fire Area: 18.8', 1 stories; Fire Area n/a REQUIRED BY THE REGULATING AGENCIES TO PROVIDE ADEQUATE PROTECTION. 3.) Type of Ccnstruction. Type VB, 2x6 platform construction 4.) Structural Design criteria: Engineered. 16. THE CONTRACTOR SHALL KEEP WORK SITE FREE FROM DEBRIS AND ACCUMULATED REFUSE, ENERGY CODE NOTES:;ee Structural Drawinqs SUMMARY OF WORK AND SHALL HAVE SOLE RESPONSIBILITY FOR PROTECTING ALL DANGEROUS AREAS FROM ENTRY BY Z).) ALL WORK SHALL BE IN CONFORMANCE TO 2016 NYS ENERGY CODE. UNAUTHORIZED PARTIES. SITE WILL BE LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY ).) ADDITION AND ALTERATION AS PER R402.1, R402.2, R402.3.1 THROUGH 3.5, R402.4 3). ALL GLAZED FENESTRATION SHALL BE U=0.32 OR LESS THE SUMMARY OF WORK SHALL INCLUDE BUT IS NOT LIMITED TO: 17. THE CONTRACTOR SHALL MAINTAIN FREE AND UNOBSTRUCTED ACCESS FROM ALL SPACES AND 4).) HEATING AND COOLING AS PER R4023.1, R403.2, R403.3, R403.5, R403.6 1. LANDING LEVEL ENTRY ADDITION ADJACENT SPACES THE EXTERIOR OF THE BUILDING AT ALL TIMES. 5).) LIGHTING AS PER R404.1 chedule, framinq details: See Structural Drawinqs 2. ALL RELATED HEATING AND ELECTRICAL WORK 6).),AIR LEAKAGE AS PER R402.4; TESTING (BLOWER DOOR TEST)SHALL BE DONE TWICE, BEFORE THE 18. THE CONTRACTOR SHALL, UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, 11.'ALTERATIIDN EXECUTION, AND AFTER THE EXECUTION, DUE TO THE DIFFICULTY TO TEST THE ENTRY SECURE AND PAY FOR REQUIRED INSPECTIONS, PERMIT(S), FEES, LICENSE AND INSPECTIONS 12.,ADDITION, WHICH IS COMPLETELYOPEN TO THE EXISTING SPACE. 1 in this scope NECESSARY FOR THE PROPER EXECUTION OF THE WORK. 13.) Truss design drawings with certification: n/a THE OWNER RETAINS THE RIGHT TO INCLUDE OR REMOVE ANY ITEMS ABOVE FROM THE CONTRACT. 14.) Energy calculations from design professional: Prescriptive, n/a 19. MINIMALIZATION, SEPARATION,AND RECYCLING OF WASTE ARE ENCOURAGED. 20. ADDITIONAL NOTES WHICH ARE APPLICABLE TO THE PROJECT MAY BE FOUND THROUGHOUT THE ABBREVIATIONS. CONTRACT DOCUMENTS. AFF ABOVE FINISHED FLOOR H OR HT HEIGHT 21. COPYRIGHT @2017, STUDIO A/B ARCHITECTS ALUM. ALUMINUM H.P. HIGH POINT THE ARCHITECTURAL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STUDIO A/B ARCHITECTS & AND HRDWD HARDWOOD AND WERE PREPARED AS AN INSTRUMENT OF SERVICE TO THE OWNER AT HIS/HER REQUEST. THEY APPROX. APPROXIMATELY HVAC HEATING VENTILATING AND MAY NOT BE DUPLICATED OR USED IN PART OR IN WHOLE FOR ANY OTHER LOCATION, PURPOSE, ARCH. ARCHITECT AIR CONDITIONING PROJECT OR OWNER WITHOUT THE EXPRESS, WRITTEN CONSENT OF STUDIO A/B ARCHITECTS. @ AT HORZ. HORIZONTAL BLDG BUILDING ICMU INSULATED CONCRETE MASONRY B.O. BOTTOM OF UNIT C.I. CAST IRON INSUL. INSULATION CONTROLLED INSPECTIONS: CL CENTERLINE INT. INTERIOR LOCATION MAP: CLG. CEILING L.F. LINEAR FOOT CONTROLLED INSPECTIONS AND TESTING AS REQUIRED BY THE DOCUMENTS, CLIENT AND THE CLO. CLOSET L.P. LOW POINT SOUTHOLD BUILDING DEPARTMENT n. ;.y ., ,, � ,; E MASONRY CMU CONCRET MAT MATERIAL L COL. COLUMN MAX. MAXIMUM THE CONTRACTOR MUST NOTIFY THE ARCHITECT OR ENGINEER FOR CONTROLLED INSPECTIONS AT ", ;' . . ;"" ::.. . . .:.::::-, CONC. CONCRETE MECH. MECHANICAL s „ „ LEAST 72 HOURS BEFORE THE SPECIFIC WORK COMMENCES. VicCONT. CONTINUOUS MIN. MINIMUM ,d a .. C.J.J CONTROL JOINT MTD MOUNTED 1 _ COR. CORRIDOR MTL METAL cP $'1 O� PROJECT SITE`: '.; "" CU.FT. CUBIC FEET ,* 0231 a, NIC NOT IN CO p :' CU.YD. CUBIC YARD NO. NUMBER 9T NE`s SITE SAFETY AND PROTECTION NOTES: ' ; <-`'' DET DETAIL NOM. NOMINAL J , ,e voDIA. DIAMETER NTS. NOT TO SCALE 1 G 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SAFETY ISSUES, MEETING ALL ".:-'.•, N DIM. DIMENSION PLY PLYWOOD O ,,. JURISDICTIONAL AND OSHA REQUIREMENTS. ;:-;`;,:",�,. �° . , DIM DIMMER O.C. ON CENTER DR. DOOR R RADIUS 2. SITE SAFETY PROTECTIONS SHALL INCLUDE BUT SHALL NOT BE LIMITED TO EGRESS SCAFFOLDING FIRE PROTECTION TRIP HAZARDS PROTECTION ETC.THEY SHOULD ADDRESS ANY POTENTIAL DWG DRAWING RAIL'G RAILING E.J. EXPANSION JOINT REINF. REINFORCING INTERACTION BETWEEN THE EXISTING USE, GENERAL PUBLIC AND EXPOSURE TO THE CONSTRUCTION PROCESS. afli ELEV. ELEVATION R.D. ROOF DRAIN PROJECT t' ELEC. ELECTRIC READ. REQUIRED ■ Add t t ;.Beach fork ENTRY a <" ENT. RM ROOM I O n o St t n ze r EQ. EQUAL SCIP STRUCTURAL CONCRETE EQUIP. EQUIPMENT INSULATED PANEL V"" �'" EXIST. EXISTING SF SQUARE FEET Residen ce. Landi n g a�zliie �' EXT. EXTERIOR SIM. SIMILAR Level Entr FF FINISHED FLOOR SPEC. SPECIFICATION y FIN. FINISH OR FINISHED S.S. STAINLESS STEEL J .5: �t`q' FL. FLOOR STD. STANDARD FLASH'G FLASHING STL. STEEL TITLE SHEET F.P. FIRE PROOFING TEL. TELEPHONE FT FEET TH. THICKNESS h GA GAUGE T.O. TOP OF GALV. GALVANIZED TYP. TYPICAL G.C. GENERAL CONTRACTOR U.O.N. UNLESS OTHERWISE NOTED F IN FIELD GL. GLASS V.I. VERIFY GWB GYPSUM WALL BOARD W WIDTH W/ WITH WD WOOD Project number W.R.B. WATER RESISTIVE BARRIER 713 , . (�tt[t6C8c i8hislttitart ?,`," 12/7/18 Date ; " 1 Drawn by HA Q Checked by PS o M 0 T . 01 0 N O M Scale As indicated LO _ 50'MIN. studio a/b architects 18'-0"MAX. C. BUT SUFFICIENT TO KEEP SEDIMENT ON SITE to C. /� � 651 West Main Street, FLOW w Riverhead, NY 11901 op LI 2 631 591 2402 04 j 631 3231426 =w aGRADE info@studioabarchitects.com HAY BALE AND/OR w W - / ". SILT FENCING �¢ Owner: oy, Stritzler Family Trust �' LU - /0* 4" VERTICAL (� 51 Stirrup Lane SLOPE FACE W > Roslyn Heights, NY�.11577 LU v Mailing address: PERSPECTIVE VIEW Z Stritzler Family Trust c/o Jan Stritzler Fenster BEDDING DETAIL Oa o Q 444 E 86th Street Apt 26 B cv New York, NY 10028 36" MINIMUM 2 x 2 � w Site address: ANGLE FIRST STAKE TOWARD U) FENCE POST PREVIOUSLY LAID BALE �� 0 955 Soundview Avenue, Mattituck NY 11952 \ z /� « O Z_ r/� ^z tot Q' ^ tJM WOVEN WIRE FENCE �i�i � 2—� t CONSTRUCTION ENTRANCE-FOUNDATION OF U_ (6 x 6 - 10/10 WWF) FLOW COMPACTED 3/4" STONE BLEND OR N.Y. STATE D.O T. APPROVED R.C.A. FILTER CLOTH /�� f L '' FILL TO 18" (Min.)ABOVE EXISTING GR DE FOR DRAINAGE. � r,u StoPF N / ��L � ��' -- PLAN VIEW Z_ �L GRA �� moi` ��n n EXI TIN G DE EMBED FILTER CLOTH DE �� ROAD MIN. 6" INTO GROUND 4" CONSTRUCTION ENTRANCE-FOUNDATION OF _ COMPACTED 3/4 STONE BLEND OR N.Y. STATE HAY BALE AND/O D.O.T. APPROVED R.C.A. NOTE: SILT FENCING FILL T018"(Min.)ABOVE EXISTING GRADE FOR MAXIMUM DRAINAGE AREA 1/2 ACRE / 100 LINEAR FEET DRAINAGE. TYPICAL SILT FENCE SECTION DETAIL TYPICAL HAY BALE ANCHORING DETAIL TYPICAL TEMPORARY CONSTRUCTION ENTRY CROSS SECTION Typical Storm_w_ater Protection Details N.T.S. No. Description Date LONG 1S�NO SOUND N C/D fr; STORMWATER RETENTION CALCULATIONS: 00'E 1p06A .�%:'%%% ADDITION ROOF 187 SQ.FT. 187 SQ.FT. X 2 INCH/hr RAIN = 31.17 CUFT USE Cultec#1OOH D P2tiA STORAGE CAPACITY AS PER MANUFACTURER'S SPECIFICATION: 229.84 GAL/UNIT= 30.73 CUFT/UNIT 31.17 CUFT/ 30.73 CUFT/UNIT= 1.01 UNITS USE 2 O UNITS OF Cultec#100HD J 10 rn (31 _ � N.v�ONE VE=' TOP BLUFF r 16' OF _ ON \ COASTAL TOP OF BLUFF >,r 1 EROSION HA7ARD UNE EXISTING WOOD WALKWAY (GRADE LEVEL) 2ONr_ Q CULTEC NO. 410 NON-WOVEN GEOTEXTILE \ \ tox\`, ``, �\ ' o o AROUND STONE. TOP AND SIDES 210' ' m o m MANDATORY. BOTTOM PER 1 w ENGINEER DESIGN 1-2 INCH [25 mm-51 mm] DIA. LIS R I T \ `1 o� o WASHED, CRUSHED STONE c� �xARiiz' `- WQ�P v�,� v��^.�•, M n 1 1 0 F A D i-.... 15.7 0 > �.:.j f IS I W CU > ''" ' CULTEC HVLV SFCx2 MIN. 95% w ¢ _ µ,� •� z E '' ' FEED CONNECTOR COMPACTED FILL ¢ Vit;} ;r sC+' m PROPOSED FI T L R .F _ 7o Z ENTRY AND ;18.3` l 0. _ II EXITING DECK ON m WHERE SPECIFIED ENTRY DECK N , BASEMENT LEVEL o O Er1k - 1 F.F.EL.56.1' ( % i 14'X 7.6'+/ m LL 0 0237 Z ROOF ADDITION f 1zs'- %__'�g. �� 0' ! I CULTEC CONTACTOR10OHD PAVEMENT OR IL 0 187.22 SF I'. (2)-100HD STORMWATER Z Z 24"�/- 9rF OF VA v m I i} CHAMBER BY CULTEC,NEW HEAVY DUTY CHAMBER FINISHED GRADE ' (4)-100HD STORMWATER - mz P-0 24 4' I' �, { CHAMBER BY CULTEC,EXISTING H p GRAVEL FILLED v �� I / I, PROVIDE MEANS OF W O Z TRENCH F a0 i ! /.._.. / j !i \\I �•'\ \ RUN-OFF PROTECTION r-> \r."s,•;:'., >.>t?.s,', -' + _ rn i DRAIN TILE IN GRAVEL cV 1 Qf:`s:,..-j.< y k>f'3., f y,° . _ _ - �� TRENCH m O O O .- N `° - ��' : FILTER FABRIC LL 0 TOPSOIL STOCK PILE AREA PROJECT . Addition to Stritzer WELL HOUSE ( - 4" DRAIN TILE CULTEC NO. 66 WOVEN GEOTEXTILE FOR SCOUR II I ISI I III „ TO BE DEMOLISHED 12.0" 36.0" 40.0" MIN. ) 12" MIN. rJ SLOPED 1/8 PER Residence: Landing MANIFOLD FEATURE AND BENEATH ALL PROP.PERMEABLE { E WALK AND STEPS j j 1 EXISTI , f I MINI INLET/OUTLET PIPES = i�CR TE / Level Entry PAD ( _ a, i�/~ SUB-GRADE SOILS � GENERAL NOTES / °° CONTACTOR 10OHD BY CULTEC, INC. OF BROOKFIELD, CT. Sto rmwate r m X , r-, i '� \ ' STORAGE PROVIDED = 3.84 CF/FT[0.82 M'/3] PER DESIGN UNIT. �� < ` ' Management r�, �, REFER TO CULTEC, INC.'s CURRENT RECOMMENDED INSTALLATION Plan �z Y ! 'l GUIDELINES. MAXIMUM ALLOWED COVER ON TOP OF UNIT SHALL BE 12.0'[3.66 m] r-0 ' < 510o THE CHAMBER WILL BE DESIGNED TO WITHSTAND TRAFFIC LOADS r m 561 WHEN INSTALLED ACCORDING TO CULTEC'S RECOMMENDED INSTALLATION 4 INSTRUCTIONS.ALL NTACTOR 10OHD HEAVY DUTY UNITS ARE M / SOUNOV\E`/I PVENUE WITH A COLOR STRIPE OFORM D INTO THE ART ALONG THE LENGTH ROFDTHE CONSTRUCTION ENTRY CHAMBER. ALL CONTACTOR 100 CHAMBERS MUST BE INSTALLED IN Project number 1713 ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL Date 12/7/18 SITE PLAN IS BASED ON SURVEY BY REGULATIONS. PECONIC SURVEYORS,P.C. Drawn b DATED OCTOBER.16,2009 y HA ¢ M Checked by PS "' ai O Stormwater 10anagement Control Plan 2 T ical Cultec 100HD Detail 0, Typical Trench Gutter Detail 1 11 = 40'-0" 1/4" = 1'-0" -11/-2" = 1'-0" C . 0 Co CV O co Scale As indicated LO studio a/b architects 651 West Main Street, Riverhead, NY 11901 631 591 At 631 32314262402 S0001) info@studioabarchitects.com NO A.2 A.3 A.4 Owner: vwEStritzler Family Trust 51 Stirrup Lane Roslyn Heights, NY 11577 Mailing address: A.1 Stritzler Family Trust c/o Jan Stritzler Fenster 444 E 86th Street Apt 26 B MEP 14�A\G\A New York, NY 10028 Site address: 955 Soundview Avenue, Mattituck NY 11952 CO 2 C) A.03 A.03 m ----------- ..... -------- f0'N_ E- C." -- --------- C) APPROX. EXISTING SEPTIC SYSTEM IF LOCATION _ON -f EXISTING EXISTING -Q S DECK HOUSE LIN ROSION A 0 -------------- COAS F------ PROP. STEPS - I-- '_J I -n < __J IL REPLACING 3: \ \ \ ` \ lil EXISTING DECK 0 No. Description Date CID 0 ------- (CROSS HATCHED) 0 stance dimensions 12/20/18 ------- \ZONE X, P4 r ------ 2 Pool House, as built 5/30/19 0 C) UP UP DN 1�y X 90 ,� -8' - 2 6'-4 0 EXISTING ------------------_-_-_-__------- ".9 DECK ----------- ------------- ---------------------- -n -------- ---- "0. I z ------------- > ----------- ------ -- - -- ---- ------ 01 01, J ANDERSEN IN-SWING ENTRY -----------EL. 56-1 1/2' ----------- 09 -------­--- ................ X LL z 1 1 z: 0 --------------- AEHID3068, OR ANDERSEN A SERIES AAN3030, OR THERMATRU SMOOTH STAR S140, 400 SERIES AXW31, EL. 1 7' EXISTING HRRICANE RATED 55-9 1/2" LL_ 60A 'M Cq HRRICANE RATED 60� C) 0 HOUSE'-, BENCH/ SILL H 3'-0" 911:z 560.9' 1 00 2 < 0- DiN "�F.F.EL. co 0 S6, ------------ SHOES CLOSET W I f _ 411 "X_ I I -------------- tu M U) 8.3' 3 COAT CLOSET ----------------------- If AAO 2 I - %­_ ---------- ---- ----- PROP. ENTRY, C) 0 --------------; - ____ __-_ Z____ _. _/� LL --------- ------- ENTRY DECK ------------------------------ ADDITION 17.7' (HATCHED) U) fi 7 EXISTING ACCESS ADD (2)-1 OOHD BY CULTEC, 0.- BOARDWALK :f­�, >< 0'-5 1/2" 5 1/2" WD DOOR TW, 6'8" H AND STEPS TO BE STORMWATER STYLE TO MATCH EXISTING IN HOUSE REMOVED 29.4' li CHAMBER (4)-1 OOH D BY CU LTEC, 2451 EL. 56-0" 2 EXISTING 4'-0" AR A FOR PROVIDE ANDERSEN i \ ASERIES60611R R _SPO L/SPA, MEANS OF 400SERIESFW 60611R, OR AND OOL DECK POOL 1500 F PROTECTION RUN-OFF 4 200 SERIES 61611R, HRRICANE ATED HOUSE fz> DRAIN TILE IN Z-2 GRAVEL TRENCH PROP. WALKWAY :22.0-- 2 - - - - - - - - - - - - - - -1J I , W 0) POO USE EXISTINGCb AT ACCESS BOARD cc X WALK TO BE DEMOLISHED T WELL TO REMAIN WELL HOUSE TO BE DEMOLISHED PROP. STEPS 02 t LO " CONCRET CnC 0 tQ ui CONSTRUCTION l 4, AND MACHINE p ;Z1STORAGE AREA PROJECT < rn Addition to Stritzer Residence: Landing fn !f 1� G) Level Entry > Site Plan , Floor Plans SrOA A2.3 Project number POO 1713 S0000VIO Date 12/7/18 SITE PLAN IS BASED ON SURVEY BY Drawn by HA < PECONIC SURVEYORS, P.C. - 0 Checked by PS 9 DATED OCTOBER. 16, 2009 Cl) A0Site Plan .) _�Landi�nntry ELevel Plan 0) CD. 01 �1-�= 2 9-4) 1/4" -011 co Scale As indicated LO studio a/b architects A. 1 651 West Main Street, Riverhead, NY 11901 631 591 2402 631 323 1426 info@studioabarchitects.com Owner: A. 1 Stritzler Family Trust UN 51 Stirrup Lane l ' Roslyn Heights, NY 11577 - - - Mailing address: 8' 9 1/4" 9' 8" 2' 0"01 Stritzler Family Trust '." c/o Jan Stritzler Fenster 444 E 86th Street Apt 26 B New York, NY 10028 EXISTING MAIN HOUSE ROOF rn . Site address: ------ -=----- - -. 955 Soundview SoundAvenue, ..._._..... - - 'l _. - - ...................... ----- ----------------- — B. 1 T - - - - I W. { a NEW 2X6 STUDS WALL EXISTING HOUSE WALL jl NEW 2X6 STUDS SOFFIT WALL PROP. ROOF EXTENSION { " I �.,.,... 00 1/2"PER 12" EPDM OR PV6 1/2" PER"12" EPDM OR PVC I ( <5- A.02 3 5- A.02 3 I — I A.03 A.03 I { I ------- ' EXISTING MAI POOL HOUSE ROO i �, -7 { { ' if I EXISTING POOL HOUSE --------u # I GABLE END WALL I ' I EXISTING POOL HOUSE I I I I R 12" ER"12" PE it I I M AL PANEL" METAL PANEL"" 4- POOL HOUSE IDE WALL A.02 1 I 2 I A.02 1 2 A.03 A.03 � A.03 A.03 2 No. Description Date A.2.3 2 Pool House, as built 5/30/19 A.2.3 � 1 Roof Plan Upper Level Roof Plan 11411 1 1-011 3 A.03 1 2 A.03 A. 1 A-,03 B. 1 B.4 B.5 B.4 B. 1 3 NEW ROOF FASCIA TO MATCH EXISTING A.03 1/2" PER 12"SLOPE EPDM OR PVC SINGLE PLY WATERPROOFING EXISTING - 2 EXISTING ROOF EXISTING POOL HOUSE EXTENDED ROOF TO MATCH EXISTING EXISTING POOL HOUSE ROOF FASCIA — EXISTING MAIN HOUSE ROOF _ METAL PANEL ;7 ON EXTENDED ROOF TO MATCH EXISTING I I I FASCIA TO MATCH EXISTING \g Pit faRJd , �� IIS �ti+yam-•,,,v, — 4X4 CEDAR I SIDING TO MATCH EXISTING Q BLEACING OIL, TYP. IS to 02 31 p 23 -POOL HOUSE TRIM TO MATCH EXISTING, TYP. TF OF NES r 4X4 CEDARlo A - COLUMN, NG BLEACHING OIL, POOLIHOUSE TYP. � CLOSET — - __ - PROJECT -- - - _.____�-�---�___ - --_--- v ------ Addition to Stritzer --------------- ------------------------ --- --- - ---- Residence: Landing 11 IV ....... ............. ; t 1 Roof Plans Elevations -- _ — RAILING TO MATCH EXISTING ' FOUNDATION WALL PERGED NEW STAIRCASE NEW STEPS � I PROVIDE CRAWL SPACE VENT AND RAILING IR MATCH PROP. COVERED ENTRY RAILING TO MATCH 2 ACCESS GATE EXISTING DECK EXISTING Project number 1713 Date 12/7/18 O/�p Drawn by HA ,"� Checked by PS 9 Ent West Elevation �'J U Entry South Elevation Entry East Elevation C3 1/4 = 1 0 A. 02 N O Cl) Scale 1/411 = 1'-0" PROP. AWNING studio a/b architects 3 FINISHED WALL A.03 651 West Main Street, Riverhead, NY 11901 ------ - 631 591 2402 631 3231426 B.2 B. 1 B.4 info@studioabarchitects.com 0'-33/4" 1'-9 Owner: STATIONERY STRIP _ — --------_-_-__--------------------- �_ — �` `� 3/4"MAHOGANY PANEL POLYURETHANE Stritzler Family Trust 51 Stirrup Lane EXISTING ROOF ROOF �� �� \ PIANO HINGE OR SEWING y g EXTENSION 2 Roslyn Heights, NY 11577 � � � MACHINE HINGES 0'-2" HINGED LID Mailing address: EXIST[ G POOL HOUSE i 3/4 MAHOGANY PANEL POLYURETHANE Stritzler Family Trust c/o Jan Stritzler Fenster I 3' 6„ ROOF �, I �i� 444 E 86th Street Apt 26 B New York, NY 10028 — --- __ ----------_---- — � _Roof � �® 67' - 10 3/4" - Site address: < EXISTING WLL - WALL � 0'-0 3/4" 955 Soundview Avenue, Mattituck NY 11952 I EXTENSION 0'-0 3/4" ---- --- I EXISTING DECK _ FINISHED FLOOR 8'—0" I (V OF \� 011 First Floor o -- ;; 60' - 10 3/4" ` 3'-0" 2._0.. FRONT APRON 1 — 3/4" PLYWD PAINTED (WHITE) FACE FLUSH TO CLOSET •• -, - -. _ - _• _ - .- , _, _ - _ -" _ .. _,- � � is ' ; I 4 Bench Detail 1/2" v PROP: P RMEAB E ALK --- ----- - ---- ----� — 1 - 1 -0 Landin Level P OPOSED STEPS ` ' <`. ' �_o 56' - 1 1/2" CO) + O n Section thru Proposed Ent Porch 1/4" = 1'-0" No. Description Date 2 Pool House, as built 5/30/19 1 2 A.03 A.03 A. 1 A.2 A.2.3 B.1 B.4 NEW LOW SLOPE ROOF EPDF OR PDF SINGLE PLY WATERPROOFING EPDM OR PVC SINGLE ON 3/4" PLYWD SHEATHING PLY WATERPROOFING ON TAPERED 2X4 ON 3/4" PLYWD 3 ON 2X12 @16"O.C. __1 F I SHEATHING A.03 2X6 RIDGE BOARD 22 I 2X4 FURRING RAFTERS @16"O.C. EXI('TING ROOF ; 2X0 2 RAOFTERS @16"O.C. (NO SLOPE)PE ON PROVIDE ENCLOSURE BOARD 0'-6" 8'-3 1/4"+/- 9' -8" 2'-0"V If 00 TYP. EXT EXISTIN POOL HOUSE OOF > ENSION — — — — -� OR EXTENSION OF BUILT IN CLOSET EXISTING DECK ----- -- --- - j----------------------------------------- WHERE ROOFS TO CROSS, CONST. INSTALL WATERPROOFING TO _. ___.____..._..___._.__._-..._...-..._.--_. __= .__ ... RAP 2X6 STUDS1/2" i r---- ----� ' J 1 l2"112" 1/2"/12" i W/R19 INSULATION ' — I 1X12 FASCIA TO MATCH EXISTING COAT HANGER ROD (2)-2X12 BELOW SOFFIT __ SOFFIT 1/2" PVC BOARD 2X12 RAFTER EIGHT ' @ � I j � -- -� j WOOD FLOORING TO MATCH EXISTING U_ I ' o� ON 3/4" PLYWD SHEATHING _ _ First Floor `� ON 2X10 JOISTS @16"O.C. Q I � — I i 60' 10 3/4" o - SIDING TO EXISTING HOUSE i/ I00 w _— __.. - I Q--- J --_ __---, — ------- --------------- �___.- °_-:_ MATCH EXISTING----.---.-.�.-- I DWG#4 II - -� - N _ ON WRB (� — - ----- ON 1/2" PLYWD SHEATHING �,, -- — "- - ON 2X4 STUDS @ 16"O.C. % _ __LandinaLevel _ _ Landing Level I — « - - — — — — 56' - 1 1/2" -_--- -- --- - -- - 56 1 1/2 a - • , , - - - Ild�h y ro I — CO CRAWL SPACE I -T y: 4 NEW CRAWL SPACE- EXISTING CRAWL SPACE' yyy" !' ' � . ' ('. ; ."•; Basement 0 31�� — 51 4 1/4" � „ �I 2 RAT SLAB ON DAMPPROOFING North-South Section_thru Proposed ntry n West-East Section thru Proposed Entry PROJECT Addition to Stritzer Residence: Landing Level Entry Building Sections Insulation Schedule insulation# Construction Material Thickness, R value Note Project number 1713 1 New Roof/Ceiling Combination of Closed Cell Spray Foam Insulation 3", R19 Closed Cell, and 8 between 2x12 rafters and Glasswool Batt between rafters 1/4", R=C30 Glasswool Date 12/7/18 Batt, total R49 2 New Wall Batt Insulation 5 1/2", R21 between 2x6 studs Drawn by HA Q 3 Wall part of existing Screenporch Closed Cell Spray Foam Insulation between joists 3 1/2", R22 Cavity between 2x4 Checked by PS o studs co 4 Shim space around window and Fill all along the shim space with flexible spray foam o door insulationA. O 3 °' 5 Floor above unconditioned space Batt Insulation 8 1/4", R30C between 2x10 joists o M Scale As indicated GENERAL NOTES: (AS PER CODE STATE OF NEW YORK AND AMERICAN FOREST& PAPER ASSOCIATIONS WOOD FRAME studio a/b architects CONSTRUCTION MANUAL FOR 1 &2 FAMILY DWELLINGS) FASTENER 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 <6 FOOT < 8 FOOT Riverhead, NY 11901 CONDITIONS AT JOB SITE. ANY DISCREPANCIES OR OMISSIONS FROM PLANS AND/OR SPECIFICATIONS MUST BE CALLED TO 2 1/2"#6 WOOD SCREWS 16" 12" 9" 631 591 2402 THE ATTENTION OF THE RECORD ARCHITECT AND SAME CORRECTED WITHIN (5) DAYS AFTER CONTRACT HAS BEEN 2 1/2"#8 WOOD SCREWS 16" 16" 12" 631 3 1426 AWARDED. OTHERWISE CONTRACTOR WILL BE HELD RESPONSIBLE FOR SAME. SIMPSON H4 info@studioabarchitects.com a. THIS TABLE IS BASED ON 120 MPH WIND SPEED AND A 33-FOOT MEAN ROOF HEIGHT. @EVERY 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 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 AS PER AMERICAN WOOD COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL FOR 1 &2 FAMILY DWELLINGS c/o Jan Stritzler Fenster 444E 86th Street Apt 26 B MATERIALS. JOINT DESCRIPTION NUMBER OF NAILS NAIL New York, NY 10028 5. CONSTRUCTION TO CONFORM TO NYS BUILDING CODE, RESIDENTIAL CODE, ENERGY CONSERVATION CODE, FIRE CODE, ROOF FRAMING PROPERTY MAINTENANCE CODE,PLUMBING CODE, MECHANICAL CODE, FUEL GAS CODEJVILLAGE OF OLD FIELD CODE], AND RAFTER TO TOP PLATE(TOE- NAILED) 3-10d PER Site address: ALL OTHER CODES AND REGULATIONS HAVING JURISDICTION. 955 Soundview Avenue, Mattituck NY 11952 BLOCKING TO RAFTER (TOE-NAILED) 2-8d EACH SIMPSON H1 6. THESE PLANS ARE DESIGNED TO MEET OR EXCEED THE REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE. WHEN RIM BOARD TO RAFTER END-NAILED 2-16d EACH @EVERY STUD, BUILDING IN ANY JURISDICTION, EITHER INSIDE OR OUTSIDE THE CODE,VARIATIONS MAY BE REQUIRED. IT IS THE WALL FRAMING SIMPSON LTS RESPONSIBILITY OF THE (PLAN PURCHASER OR BUILDER TO VERIFY SUCH REQUIREMENTS WITH THE LOCAL CODE OR TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d* PER @EVERY ENFORCEMENT OFFICER AND TO AMEND THE PROPOSED CONSTRUCTION AS SO REQUIRED. TOP PLATES AT INTERSECTIONS (FACE NAILED) 4-16d JOINTS- EACH SIDE 7. CONTRACTOR SHALL LOCATE AND IDENTIFY ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION. CONTACT ALL UTILITY STUD TO STUD (FACE-NAILED) 2-16d 24" O.C. SIMPSON SP2 COMPANIES IF RELOCATION IS REQUIRED AND/OR REPAIRS. HEADER TO HEADER (FACE-NAILED) 16d 16"O.C. ALONG EDGES SIMPSON H2 @EVERY BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST, OR BLOCKING 2-16d PER STUD @EVERY 8. THROUGH 11. (NOT USED) (FACE-NAILED) SIMPSON 61`4SIMPSON H7 @EVERY 12. ASSUMED SOIL TO BE SAND OR GRAVEL, WITH MINIMUM TRACES OF DRY CLAY, WITH A MINIMUM BEARING CAPACITY OF 2 BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST, OR BLOCKING 2-16d*A PER FOOT SIEVERY TONS/SQ. FT. (FACE-NAILED) FLOOR FRAMING ALTERNATIVE WALL TO ROOF CONNECTIONS ALTERNATIVE WALL TO ROOF CONNECTIONS, 13. CONCRETE . I BE PLAIN, ILS ARE MINIMUM OW PSI, 28 DAY SOIL TEST, PREDICATED ON THE ABOVE SOIL JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED 4-10d PER STUD SPACING SAME AS TRUSS/RAFTER SPACING STUD SPACING DIFFERENT FROM TRUSS/RAFTER SPACING CONSUMPTION. IF OTHER SOILS ARE ENCOUNTERED, LOWER BEARING VALUES ARE TO BE ASSUMED AND THE FOUNDATION ) MUST BE REDESIGNED. INDIVIDUAL SITE CONDITIONS MAY ALSO REQUIRE SPECIAL FOUNDATION DESIGN,WHICH IS THE BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END (NTS.) (NTS.) RESPONSIBILITY OF THE PLAN PURCHASER OR BUILDER. 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 1/211 1 1-011 15. ALL WOOD FRAMING, INCLUDING JOISTS, BEAMS, POSTS, STUDS, ETC., TO BE DOUGLAS FIR LARCH NO.2 OR BETTER JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d PER JOIST (UNLESS NOTED OTHERWISE) BAND JOIST TO JOIST(END-NAILED) 3-16d PER JOUST Lumber Design Criteria BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16d* PER FOOT Visually graded lumber Douglas Fir Larch (#2 Surfaced Dry or Green @ 119% maximum moisture content) ROOF SHEATHING SIMPSON All values and factors are from the National Design Specifications for STRUCTURAL PANELS 10d 6" EDGE/6" LSTA15, Wood Construction NDS-2001. 2-8d PER SUPPORT CS20, OR H6 Extreme Fiber Stress in Bending (Fb) 3-8d PER SUPPORT @EVERY STUD Single Members Repetitive use Factor Bending Stress Member Fb (psi) Cf Fb (psi) Cr Fb (psi) WALL SHEATHING 2x6 850 x 1.30= 1105 x 1.15= 1271 STRUCTURAL PANELS 10d 3" EDGE/ 12" No. Description Date 2x8 850 x 1.20= 1020 x 1.15= 1173 2x10 850 x 1.10= 935 x 1.15= 1075 GYPSUM WALLBOARD 5d coolers 7" EDGE/ 10"FIELD 2x12 850 x 1.00= 850 x 1.15= 978 CEILING Horizontal Shear Stress = F'v x CH = 190 psi GYPSUM WALLBOARD 5d coolers 7" EDGE/ 10"FIELD Modulus of Elasticity = 1.60E+06 psi 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 STRUCTURAL PANELS 17. ALL PLYWOOD USED STRUCTURALLY SHALL MEET THE PERFORMANCE STANDARDS AND ALL OTHER REQUIREMENTS OF 1" OR LESS 8d 6" EDGE/ 12" SIMPSON APPLICABLE U.S. COMMERCIAL STANDARDS FOR THE TYPE, GRADE AND SPECIES OF PLYWOOD AND SHALL BE SO IDENTIFIED LTP4 BY AN APPROVED TESTING AGENCY. GREATER THAN 1" 10d 6" EDGE/6"FIELD @EVERY STUD 18. ALL WALL SHEATHING SHALL BE APA RATED STRUCTURAL PANELS CONFORMING TO PRODUCT STANDARD PSI WITH A * NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"O.C.. AT PANEL EDGE. IF WALL SHEATHING IS (NTS.) MINIMUM THICKNESS OF 15/32". THE PANELS SHALL BE APPLIED WITH THE LONG DIMENSION ACROSS THE STUDS. NAILED 3"O.C.. AT PANEL EDGEROOMS OTHER THAN SLEEPING TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR 19. ALL FLOOR AND ROOF SHEATHING SHALL BE APA RATED STRUCTURAL PANELS CONFORMING TO PRODUCT STANDARD PSI PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH WITH A SPAN RATING CONSISTENT WITH ITS INTENDED USE AND A MINIMUM THICKNESS OF 15/32" (19/32" FOR FLOOR SHEATHING). ^ WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE Typ. Structural Det. Wall to Floor 20. THROUGH 30. (NOT USED) PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. Connections 1/2" = 1'-0" 31. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO EXISTING CONDITIONS. WALL OPENING MEMBER SCHEDULE 32. ALL FOOTINGS TO REST ON VIRGIN, UNDISTURBED SOIL. ROUGH OPENING HEADER HEADER TO NUMBER OF SILL SILL TC WALL 33. FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON VIRGIN SOIL AT MINIMUM BEARING CAPACITY OF 2 TONS PER SPAN WALL JACK STUDS CONNECTION 4X4 ACQ SQUARE FOOT WITH A MINIMUM OF T-0"COVER. CONNECTION 8' >=W> 6' (2)-2X12 OR 8-16d END- (1)-2X6 (2)-2X6 (3)-16d COLUMN 34. PIER FOOTINGS SHALL EXTEND 6" FROM FOUNDATION ON ALL SIDES AND SHALL BE 12"THICK. (2)-MICRO 13/4"X TOE-NAILED 35. ALL EXTERIOR FRAMING, AND INTERIOR FRAMING DIRECTLY CONTACT TO CONCRETE OR MASONRY, SHALL BE ACQ 9 1/4" OR LARGER - SIMPSON HTS16 TWIST STRAPS TREATED LUMBER. FASTENERS TO USE WITH THE TREATED LUMBER SHALL BE STAINLESS STEEL, OR OTHER APPLICABLE 6' >=W> 4' ((2)-2X10 OR 6-16d END- (1)-2X6 (2)-2X6 (3)-16d COMPLIES WITH TABLE 3.313 MATERIAL. LARGER TOE-NAILED WFCM-1995 36. ALL HEADERS TO BE(2)2 X 8 UNLESS OTHERWISE STATED. 4' >=W (2)-2X8 OR 4-16d (1)-2X6 (2)-2X6 (2)-16d (6) 12"SIMPSON CS20 TIES LARGER TOE-NAILED COMPLIES WITH TABLE 3.313, CONCRETE 37. ALL HEADERS TO BE SUPPORTED BY DOUBLE STUDS (TYP), UNLESS OTHERWISE STATED. WFCM-1995 z CYLINDRICAL =1 u 11 38. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS AND UNDER ALL POSTS AND PARTITIONS UPLIFT CALCULATION, MONOSLOPE ROOF M RUNNING PARALLEL TO SAME. SIMPSON STRONG TIE Tu =Wuplift x(16/12) x L/2 = 36 psf x(16/12) (17.25 ft)/2 =4,4 ����i',�" 39. BRIDGING TO BE EITHER SOLID, 1"X 3" OR 18 GA. CROSS BRIDGING, MIN 8'-0" O.C. HEADER TO JACK INSTALL SIMPSON H1 HURRICANE TIE AT EACH RAFTER END. 40. ALL STRUCTURAL WOOD SHALL BE KEPT 2" BACK FROM CHIMNEYS. POST LATERAL LOAD CALCULATION, FOUNDATION HOLDOWN (NTS.) 10 DIA. HOLDOWN FORCE =VxH =6347 41. JOISTS HANGERS, ETC. TO BE"SIMPSON STRONG TIE" OR APPROVED EQUAL FOR FLUSH STRUCTURAL CONNECTIONS. Typ. Structural Det. Wall Opening 1i INSTALL SIMPSON HD10A HOLDOWN AT END OF SHEAR WALL 42. FIRE BLOCKING TO CODE R602.8. 3 Connections n Typ. Structural Det. Column Foundation LATERAL LOAD CALCULATION, FLOOR TO FLOOR CONNECTION HOLDOWN FORCE =VxH= 3986 INSTALL SIMPSON FTA5 FLOOR TIE ANCHOR AT END OF EACH TERMITE SHIELD TERMITE 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 BOLT @ 70"O.C. max. 15" MIN. INTO GROUTED CELLS 7" MIN. INTO CONC. � � 7" MIN. INTO CONC. � � NOT MORE THAN 12" FROM CORNERS, DESIGN NOT MORE THAN 12" FROM CORNERS, TYP. i NOT MORE THAN 12" FROM CORNERS, TABLE R301.2(1) CLIMATE AND GEOGRAPHIC DESIGN CRITERIA TYP. TYP. PROJECT GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM ICE SHIELD FLOOD 2-#4 REBAR @ 8"O.C. 244 REBAR @ 8"O.C. 2-#4 REBAR @ 8"O.C. IN GROUTED CELLS, SNOW SPEE DESIGN UNDERLAY HAZARD Z Z IN GROUTED CELLS, Z Addition to Stritzer LOAD (i) D CATEGORY( WEATHER FROST TERMITE(c DECAY(d WINTER -MENT 5� TYP (mph) g) - LINE DESIGN REQUIRED CO 00 00 ING DEPTH(b) TEMP. (f) WATERPROOFING, WATER PROOFING, Residence: Landing ;�l %%�%///%ti�%�/��l�/% a a• �• WATER PROOFING, 244 REBAR @12"O.C. CONT. 451bs 120 C SEVER 3'-0" MODERATE SLIGHT TO 11 YES N/A 244 REBAR @12"O.C. CONT. Level Entry E TO HEAVY MODERAT Z 2�#4 REBAR @12"O.C. CONT. Z 2" RAT SLAB a 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 ih ON UNDISTURBED OR COMPACTED SOIL M Structural Notes, LOCATION LIVE DEAD DEFLECTION LIMIT Z SLEEPING 40LBS 10LBS L/360 Typical Structural iD - ROOM OTHER THAN SLEEPING 30LBS 10LBS L/360 2" MIN. 2" MIN. 2" MIN. "-8„ 2" MIN. -$ 1 - Details ATTIC (NON STORAGE) 10LBS 5LBS L/240 - ATTIC (STORAGE) 20LBS 10LBS L/24001 _ 7 001 ROOF W/FIN. CEILING 20LBS(SNOW) 15LBS L/24012" MIN. FOR 1 OR 2 STORY FRAMED BUILDING ROOF NO FIN. CEILIN20LBS(SNOW) 7LBS L/180 12" MIN. FOR 1 STORY BLDG Project number CI 1713 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 12/7/18 PITCH. . 1 CRAWL SPACE CMU FOUNDATION ALT. 2 CRAWL SPACE CONCRETE FOUNDATION y HA a RAFTER SIZES MAY Hj%VE TO BE INCREASED TO ACCOMMODATE HIGHER SNOW LOADS. CRAWL SPACE CONCRETE FOUNDATION ALTDrawn b WIND BORNE DEBRIS PROTECTION v Checked by PS o WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"AND A MAXIMUM SPAN OF 8 FEET SHALL BE PERMITTED, PANELS TO BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. Typ. Structural Det. Crawl Space o fra­� oundation /2" = 1'-0" S . 01N 0 co Scale As indicated LO studio a/b architects 651 West Main Street, Riverhead, NY 11901 631 591 2402 631 3231426 1 2 2 info@studioabarchitects.com A.03 A.03 A.03 iStritzler Family Trust • A.03 10 DIA. CONCRETE {• - 51 Stirrup Lane i CYLINDRICAL PILE FOUNDATION , TYP. — - - 2X1 @1 ' O'C Roslyn Heights, NY 11577 i � Mailing address: Stritzler Family Trust U , EXTENSION OF HOUSE ROOF c/o Jan Stritzler Fenster 7'-3" 9'-8" (2)-1 3/4"X 5 1/2" 8'-9 1/4" +/- 444 E 86th Street Apt 26 B LVL COLUMN iceOr - New York, NY 10028 Site address: w. 955 Soundview Avenue,eattituck NY 11952 B. 1 B 1 -- —� } HOLDOWN, TYP. EXTENSION OF HOUSE ROOF ABOVE �/ _...........------...................... _. _ .. 2 -13/4"X51/2.. --- ------- ------------ -,._--..-..-_.._. LVL COLUMN 5/8"ANCHOR BOLT 0° w V' (2)-2X1 2 BELOW SOFFIT C\1@4- aW 8"O.C., TYP. U — --- ------ V' ao + X � O 3 8" '8 3 3 CO ---------.----.-._._-._-;--.--_-., ��^ - tip, _ ._..._ A.03 __---- A.03 B.4 - �- ZPROVIDE ACCESS GATE i 9'-8" 2 - A.03 A.03 A. 1 1 Foundation Layout h3 A Entry Level Floor Framing Layout ph3 Roof Framing Layout h3 CA. 1G — 3 — No. Description Date 1 /411 - 1 -0 1/4 - 1'_011 1/4 - 11-01' + t} jQ o � L PROJECT Addition to Stritzer Residence: Landing Level Entry Decking Layouts Project number 1713 Date 12/7/18 Drawn by HA Q v Checked by P$ o Co S . 02 N O co Scale 1/411 = 1'-0" LO 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 631 591 2402 DRAWINGS OR DIMENSIONS, LOCATIONS AND CLEARANCES. 631 3231426 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. C 4. ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE, LOCAL CODES AND UTILITY Owner: COMPANY REQUIREMENTS, ALL APPROPRIATE MUNICIPAL AND REGULATORY AGENCIES, CODES AND r REQUIREMENTS. Stritzler Family Trust 5. CONTRACTOR SHALL PREPARE AND SUBMIT TO THE PROPER AUTHORITIES, FOR THEIR APPROVAL, ALL REQUIRED DOCUMENTATION. PROVIDE ALL NECESSARY NOTICES, OBTAIN ALL PERMITS AND PAY 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 REQUIRED BY APPLICABLE ADMINISTRATIVE BUILDING CODE. Mailing address: 7. OBTAIN BOARD OF FIRE UNDERWRITER/LICENSED ELECTRICIAN CERTIFICATES FOR WIRING. Stritzler Family Trust B•2 8. CLOSELY SCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE PROPER TIME WITHOUT c/o Jan Stritzler Fenster s FIRST FLOOR DELAYING THE COMPLETION OF THE ENTIRE PROJECT. 444 E 86th Street Apt 26 B 4 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 C CORRECT THE CONDITION WITHOUT ADDITIONAL COST TO THE OWNER. 4 BASEMENT 10. THE ELECTRICAL CONTRACTOR SHALL INSTALL ALL WIRING FOR THE MECHANICAL SYSTEMS _ ._................. . .....,,,, REQUIRING FIELD WIRING,ACCORDING TO THE WIRING DIAGRAMS PROVIDED BY THE MECHANICAL ------ ------- CONTRACTOR. ............ 11. EXAMINE AND EVALUATE ALL EXISTING ELECTRICAL SYSTEMS CONNECTED TO THE PROJECT;VERIFY - 3� CAPACITY OF EXISTING SERVICE WITH NEW LOAD REQUIREMENTS; NOTIFY TIFY ARCHITECT OF i I ------.---—}-- CONDITION OF EXISTING SERVICE AND WIRING OF ANY OUTLETS NOT FUNCTIONING OR ILLEGAL; j — -- OTHERWISE, ALL EXISTING CIRCUITING SHALL REMAIN INTACT FOR REUSE. I 12. INSPECT EXISTING CIRCUIT BREAKERS. ADD ADDITIONAL CIRCUIT BREAKERS TO THE SERVICE BOX AS ISE CENTER ALIGNED TO STAIRCASE NECESSARY T CORRECT IMPROPER, UNSAFE WIRING _ - - - - � 13 . EXAMINE AND EVALUATE EXISTING FIRE ALARM SYSTEM INCLUDING SMOKE, FIRE, HEAT,AND/OR UP i I CARBON MONOXIDE DETECTORS. AND PROPOSE ADDITIONAL DETECTOR/ALARM SYSTEM, AS - CENTER ALIGNED TO STAIRCASE REQUIRED, COMPLYING WITH ALL APPLICABLE CODES. 14. ALL OUTLETS WITHIN 6 FEET OF WET AREAS SHALL BE GROUND FAULT CIRCUIT INTERRUPTER I (GFCI.), UNLESS OTHERWISE NOTED. 15. INSTALL ALL APPLIANCES O N SEPARATE CIRCUIT. 16. BEFORE THE ROUGH WIRING, SCHEDULE A WALK THROUGH TO VERIFY AT THE SITE ALL OUTLET v =. _ LOCATIONS WITH ARCHITECT AND OWNER. EXT I 17. BEFORE ANY PURCHASE OF FIXTURES, VERIFY WITH ARCHITECT AND OWNER FOR ALL THE I , SELECTIONS OF THE PRODUCT AND OPTIONS C1418. LOCATE NEW SWITCHES TO MATCH HEIGHT OF EXISTING, UNLESS OTHERWISE NOTED. - I B- I B I A A 19 LOCATE ALL SWITCHES SO THAT THE CENTERLINE OF THE FACEPLATE IS 5"FROM THE FINISHED a EDGE OF ADJACENT DOOR OPENINGS OR EDGE OF WALL UNLESS NOTED OTHERWISE. s4 a - i 20. GANGED MULTIPLE SWITCHES BEHIND A SINGLE FACEPLATE. 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. E 22. BUILDING THERMAL ENVELOPE SHALL BE SEALED. ALL l RECESSED LUMINARIES INSTALLED IN THE RECESSED LUMINARIES SHALL BE IC-RATED. _ D 23. SWITCH AND OUTLET BOXES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED. B B �- —A; — A I - l I DOOR No. Description Date 4'-0" CENTER ALIGNED TO STEPS A. 1 A.2.3 1 Ent Electrical La, o t 1/4" = 1'-0" Lij cc o t, S� 40231b gTEOF ��� r s LEGEND O CEILING RECESSED MOUNT LIGHTING i--O WALL MOUNT LIGHTING S SINGLE POLE SWITCH PROJECT SDIM SINGLE POLE SWITCH W/DIMMER Addition to Stritzer 84 4 WAY SWITCH =0 DUPLEX RECEPTACLE Residence: Landing NEXT DUPLEX RECEPTACLE EXTERIOR Level Entry Lighting Fixture Schedule Electrical Layout Lighting Fixture # Lighting Future Type Product Finish Bulb Note A Ceiling Recessed fixture, IC WAC Aether-2"LED Shallow Housing White LED 15W, 2700K WAC:www.waclighting.com rated, We[Location Listed Trimless Downlight—Round-R2ARDL g Ceiling recessed light, IC WAC Aether-2"LED Shallow Housing White LED 15W, 2700K rated, Wet Location Listed Downlight Trim-Round-R2ARDT C Interior/Exterior Wallmount Cooper Eon LED W1 LEDB2 City Silver 16W LED, 2700K Project number 1713 Light Date 12/7/18 D Surface mount Closet Light Progress P8240-28-30K aluminum LED Drawn by HA Q Checked by PS BEFORE ANY PURCHASE,VERIFY WITH OWNER 1p 0 E . 01 N O Scale As indicated LO studio a/b architects • 2 1 651 West Main Street, B.4 1 B.5 B.5 BA A.2.3 2 A. 1 Riverhead, NY 11901 M-A.0 M-A.0 M-A.0631 591 A.1 M-A.0 631 323 14°26 info@studioabarchitects.com 1 ,/ �,t Owner: ``� I I I I I I I ASPHALT SHINGLES TO MATCH EXISTING FASCIA TO MATCH EXISTING Stritzler Family Trust ALTERNATIVELY METAL PANEL, 51 Stirrup Lane ASPHALT SHINGLES TO MATCH EXISTING FASCIA TO MATCH EXISTING TYP. Roslyn Heights, NY 11577 ALTERNATIVELY METAL PANEL, I I I I I ( Mailing address: TYP. I Stritzler Family Trust c/o Jan Stritzler Fenster 444 E 86th Street Apt 26 B O O New York, NY 10028 WINDOW TRIM, PVC OR WOOD PAINTED I I I Site address: FASCIA TO MATCH O O 955 Soundview Avenue, Mattituck NY 11952 EXISTING TYP. OA F N r N CORNER TRIM / \ / \ ' / \ / \ / \ / \ / / \ / \ / \ (NOT SHOWN) /O\ /O\ � . /O\ /O\ /O\ /O\ /O\ /O\ /O\ /O\ TO MATCH / \ / \ ' ' \ / \ m / \ / \ \ / \ / \ / \ EXISTING TEMP\ /TEMP TYP. _ SIDING TO MATCH �' EXISTING FOUNDATION WALL \ /O\ /O` PERGED,TYP. / \ / \ � � / \ / \ DECK / \ / \ / \ / \ / \ / \ / \ /TEMP\ 'TEMP\ ' \ / I - - (�I � -NEW CRAWLSPACE — FOUNDATION WALL PERGED Ii — — - - — IEEIE�lIEE FOUNDATION WALL 1= _ _ PROVIDE CRAWL SPACE VENT ANDI- - _ II _ I — — —ACCESS GATE— — — — PERGED— III III 1I I-I II 11 I -I I I I ( I 1 1 I I I I I I I I I V I I I 1 1 1 No. Description Date Pool House (est Elevation Pool House South Elevation n Pool House East Elevation Pol House North Elevation 1 Revision 1 4/30/19 1/4" = 1'-0" 3 1/4" = 1'-0" U 1/4" = 1'-0" 5 1/4" = 1'-0" AM-A.01 A.1 A.2.3 18'-3 1/2" 5'-T' 9'-2 1/2" 6'-0" /- 3'- 1/2" 1" 3 1/2" 3 1/2" 1" 1/2" 0 Closet 00 —M N N N B.� O M I O I - I I I `° I SUMMARY OF AMENDMENT: rn OWNER: Stritzler Family Trust 2"X 2" STEEL TUBE SITE ADDRESS: 955 Sound View Avenue, Mattituck, NY 11952 1 Ep ARC%, COLUMN, TYP. TAX MAP#: 1000-94.-1-8 ;� P�\ARll2� — — �. �' � 1. DUE TO THE SLOPED SITE, THE TOP OF FOU DATION WAS B LT WITH ASTEP (AS BUILT) '� 2. THIS ACCESSORY BUILDING IS CHANGED TO POOL HOUSE, I STEAD OF SCREEN PORCH 3. ABOVE ALL RELATED FINISH MATERIALS CHA ES, WINDO OOR CHANGES, STRUCTURAL CHANGES, AND AM-A.0 1 POOI House ELECTRICAL LAYOUT CHANGE x,` `° 4. ENERGY CODE IS EXEMPTED AS SUNROOM 023 Cn i (NYS RC 402.2.13) , ROOF/CEILING: R19 - M-A.0 I WALL: R 13 I I 4 AM-A.01 1 I v I I M i PROVIDE OPENING ALARM AS PER PROJECT 00 R326.5.3.9 OF NYS RESIDENTIAL CODE Amendment on 6..5 - N - - = - - - - - 6.5 Addition to Stritzer 2" 5'- 10 1/2" 6'-2 1/2" 5'- 10 1/2" 2" Residence Pool Dec k Floor Plan and 1 I 2 I Elavations M-A.0 3 A. 1 A.2.3 Project number 1713 Pool House evel Plan D Date 04/20/2019 1/4" = 1'-0" MAY — 2 2019 Drawn by HA � 0- y ry y Checked by PSTOWN OF SOUMOLD AM -A 01 v N O co Scale As indicated 4 studio a/b architects 651 West Main Street, Riverhead, NY 11901 631 591 2402 INSTALL MIN. R19 BATT INSULATION 631 323 1426 A. 1 A.2.3 B.4 B.5 info@studioabarchitects.com r2 1 Owner: 11-01, 011 011 P. Stritzler Family Trust 51 Stirrup Lane Roslyn Heights, NY 11577 Mailing address: Stritzler Family Trust c/o Jan Stritzler Fenster 18'-31/2" 444 E 86th Street Apt 26 B -------------- New York, NY 10028 --------*------------------"-------------------------------- COLLAR BEAM ----------I I - ASPHALT SHINGLES .... ...... --- -------- -- T&G V-GROOVED 3-SIDES WRAPPED WITH Site address: (2)-1/2" BOLTS (ALTERNATIVELY METAL ROOF) -------------MAHOGANY- 1x MAHOGANY 955 Soundview Avenue, Mattituck NY 11952 ON ASPHALT FELT MIN. R13 ------------------------ - ---------------I POLYURETHANE 4'-0"O.C. ON 5/8" PLYWD SHEATHING BATT INSULATION -------------------------------------------------- Q ON 2X12 @16" O.C. ------------ ---- INSTALL MIN. R19 BATT INSULATION 2X6 COLLAR TIES M -------- ------------ @4'-0"O.C. ------------------- 1xX MAHOGANY -- ------------- 1/2"GWB PAINTED 1/2"WD TRIM C� WRAP(SIDES& PAINTED /1'-2' BOTTOM) ON 1/2" PLYWD SHEATHING 1x4 T&G V-GROOVED -------------------------- MAHOGANY CEILINGPOLYURETHANE T.O. 2X4 1X4 HORIZONTAL 04 ON 2"X4" STEEL TUBE MAHOGANY PANEL ON 1/2"GWB _........ -------- ---------- --- ------------------------ 1X6 FASCIA ON RAFTERS ?. I N SOFMAHOGANY FIT 2x4 ON 2"X4"x3/16" 1X4 ------ STEELTUBE HEADER CONTINUOUS CNJ J N Closet ce) A A 2"STONE A� ZD ON (2)-5/8" PLYWD ------- SIDING TO MATCH MAIN HOUSE SHEATHING ON WRB ON 2X10 @12"O.C. ON 1/2" PLYWD SHEATHING ON 1X LUMBER ON 2"X 2" STEEL TUBE COLUMN CENTER ALIGNED TO Landing Level Landing Level 4" CONCRETE WALL 56' - 1 1/2" Revision 1 4/30/19 rn 2X4 ACQ SILL PLATE, 10"CONC. INSTALL R19 -TOP OFCONC, INSTALL.R1 9 BATT INSULATION.- ON SHOULDER BATT TYP. INSULATION 2" RAT SLAB ON DAMPPROOFING CY) F FLd I III—IIM III�R 1 = I 1=1 I= F1 I E_ I I— I 1EI I IEEI I 1=1 I I=ii EEI I �=1 IE I F 11 FE --_-I I I-EI I 1=1 I EI I 1=� I I 1: -111-- =1 I 1=1 I 1=71 11:7--] 1 I=1 I Ed I I I I I 1=1 I IM I III III III III III III III III III III III III III III III III III III III III III III III1 11 1 t I t i I f I I West-East Section thru Pool House n North-South Section thru Pool House Room Finish Schedule Finish 0 ARC,, R?,?mName Floor Base Trim Wall Ceiling Comments \4,<A R/Z CA Z Pool House 2"Stone o 1/4" mortal 1x2, Painted Exterior Door Trim: see Door Schedule; Interior Door Trim: Painted(Type B); 1x4 T&G,V-Grooved Mahogany T&G,V-grooved Mahogany Install sound insulation on partitions and yj� bed No Base on Wall Trim: clear sealer(Type E); Window sill: clear sealed(Type E) Horizontal Panel, polyurethane (East panel, horizontal, polyurethane ceiling Mahogany and West walls); 1/2"GWB, painted panel walls) (North Wall); 1/2"wood Trim Painted OQ� (South wall) 0231 -4: I • F to Pool House indow/Door Schedule MULLED UNIT DIM # Window-Door Type Product# gtty R.O. W H Unit Dim.wxh WXH Note Sill Height Glazing- POOL HOUSE WINDOW/DOOR NOTES: A Fixed Frame Andersen 400, Specialty Window Triangle 1 see drawings A&B to be mulled w/wood T-4"AFF Low E PROJECT 1. ALL WORK IS TO CONFORM TO ALL APPLICABLE REQUIREMENTS OF LOCAL GOVERNING CODES, NYS. DEPT. OF LABOR, INDUSTRIAL LABOR CODE, RULE 21, HEALTH CODE, FIRE DEPARTMENT REGULATIONS, NBFU AND UTILITY B Fixed Frame Andersen 400, Specialty Window Trapezoid 1 see drawings joining material I I Low E Amendment on CODES, OSHA CODES AND NYS BUILDING CODES. C Fixed Frame Andersen 400, Specialty Window Trapezoid 1 see drawings C& D to be mulled w/steel Low E 2. ALL EXTERIOR WINDOWS TO MEET LARGE MISSILE IMPACT TESTING AND 120 MPH 3 SEC. GUSTS. I Addition to Stritzer FOR WINDOWS NOT RATED AS IMPACT RESISTANT, PROVIDE PLYWOOD PROTECTION PANELS AS PER NYS D Fixed Frame Andersen 400, Specialty Window Trapezoid 1 see drawings joining material RESIDENTIAL CODE R301.2.1.2. I I Low E 3. SAFETY GLASS REQUIRED IN ACCORDANCE WITH NYSBC SECTIONS 714.2.6, 714.3, AND 2406, OR NYS RESIDENTIAL E Fixed Frame Andersen 400, Specialty Window Trapezoid 1 see drawings E & F to be mulled w/wood Low E Residence CODE R308. joining material 4. TYPICAL WINDOW/DOOR OPTIONS, UNLESS OTHERWISE NOTED: F Fixed Frame Andersen 400, Specialty Window Triangle 1 see drawings I j Low E EXTERIOR CLAD: WHITE G Awning Andersen 400, Awning CUSTOM 2 5'-8"x 6'-9"(mulled R.O.) 2'-9 5/8"x T-8 3/8" 6-7 3/8"x 6-8 7/16" G, G temp, H, and H temp to be Low E INTERIOR FINISH: FACTORY FINISHED WHITE mulled w/aluminum joining Building Sections ALL OPERABLE WINDOWS/DOORS SHALL HAVE HIGH TRANSPARENCY SCREEN material GLAZING: IOW-E;WINDOW NUMBER FOLLOWED WITH temp SHALL HAVE TEMPERED GLASS NO GRILLES G temp Awning Andersen 400,Awning CUSTOM 2 2'-9 5/8"x T-8 3/8" Low E, INSWING DOOR HANDLE STYLE: ANVERS, SATIN NICKEL Tempered DOOR HINGE: SATIN NICKEL H Awning Andersen 400,Awning CUSTOM 2 1 2'-9 5/8"x 2-11 15/16" d 1 1 1/4"AFF Low E AWNING CRANK STYLE: TRADITIONAL HOLDING, DISTIRRESSED NICKEL (mulled) 6. USE FLEXIBLE FOAM INSULATION TO FILL SPACES ALONG THE WINDOW/DOOR AND STRUCTURE H temp Awning Andersen 400, Awning CUSTOM 2 2'-9 5/8"x2-11 15/16" 1 1 1 1/4"AFF Low E, 7. USE FLASHING TAPES AS PER MANUFACTURER'S INSTRUCTIONS (mulled) Tempered Project number 1713 ADCHEM 11352 Old Country Rd. Riverhead, NY 11901 www.adchem.com, 631-727-6000 J Double Leaf In-swing Andersen 400, FWH60611APLR 1 6'-0"x 6'- 11 5'- 11 1/4"x 6'-10 3/8" n/a FF-3/4" Low E, DUPONT www2.dupont.com Patio Door Tempered Date 04/20/2019 3M www.Shop3M.com K Awning Andersen 400,Awning CUSTOM 6 5'-8"x 6'-9"(mulled R.O.) 2'-7 1/2"x 3'-8 3/8" 6-3 1/8"x 6'-8 7/16" (2)-K and (2)-L to be mulled w/ Low E Drawn by HA 2 8. BEFORE ANY PRODUCTION OR PURCHASE,VERIFY ALL OPTIONS WITH ARCHITECTS AND OWNER aluminum joining material a- PS L Awning Andersen 400, Awning AXW281 6 2'-7 1/2"x 2'-11 15/16" 1 1/4"AFF Low E Checked by 9. THIS SCHEDULE DOES NOT INCLUDE THE SLIDING PATIO DOOR BETWEEN SCREEN PORCH AND ENTRY. — SEE ORIGINAL DRAWINGS. (mulled) co 0) AM -A. 02 CD CD M Scale As indicated studio a/b architects 651 West Main Street, Riverhead, NY 11901 631 591 2402 2X4631 231426 ,��%r., info@studioabarchitects.com 1 1/2"X 4" 2X4 BELOW 2X12 RAFTERS Owner: i WD PAINTED MAHOGANY SILL HT Stritzler Family Trust (WHITE) N �Wy ON 1/2" PLYWD 51 Stirrup Lane ON 1/2" GWB 2X4 SHEATHING Roslyn Heights, NY 11577 co v - 1 1/2"X 4" Q Mailing address: Family n — � ust — — — — — — — — — — — — — — — — � — — c/o riJan rStritzler Fenster 444 E 86th Street Apt 26 B 2"X 4"X 3/16" ! 1/2"WD PAIN ED (WHITE) New York, NY 10028 STEEL TUBE ON 1/2" PLYW6 SHEATHING Ij Site address: i SIDING 955 Soundview Avenue, Mattituck NY 11952 ON WRB ON 1/2" PLYWD i h SHEATHING I I � I li II LL I I I I Q LL W I \ w M _Z i M Z Z I N m = i _ o.) ( Z Z CD _ Z CD ! y J II j I , J M O p (O _ (O LU M O ti O ,. .• 0 I w I O LU O it ( O it I m SILL HT j SILL HT ! I I EXTERIOR i 2" STONE SIDING ON 1/4" MORTAL BED W/ ON 'WRB i WIRE CLOTH No. Description Date ON 1/2" PLYWD j ON DOUBLE 5/8" PLYWD SHEATHING I SHEATHING Cl) I I SILL HT= FF-3/4" INTERIOR FF LANDING F.F. 1 Revision 1 4/30/19 ON 2X10 JOISTS I + w 1`� F.F. F.F. Ch I LO M - NI + O O - 2X4 - SUPPORT ° 2X4 ACQ, OR OTHER 2X4 ACQ _ AS PER POOL DECK T.O. ELEVATION CONC. ° 0'-0 1/2" 0 -0 1/2 TYP C A D WEST WALL SECTION I TYPICAL SOUTH WALL SECTION TYPICAL SOUTH WALL SECTION AT PATIO DOOR 4" `a4" Pool House ical Sections 1 11 = 11-0„ SIDING ON WRB ON 1/2" PLYWD SHEATHING Al I 2. 1 1/2" 1/2" SIDING ON WRB ON 1/2" PLYWD SHEATHING 1 I I ON 2X4 STUDS < 1X MAHOGANY ON 1/2"GWB 1/2"GWB PAINTED 1X MAHOGANY 2X3 CENTER -1 2X4 INTERIOR SIDE FLUSH TO ALIGNED TO STEEL COLUMN STEEL COLUMN "` ` , 2"X 2"X 3/16" TYP. 1 STEEL TUBE I! CENTER ALIGNED TO 4" CONCRETE I I 1X MAHOGANY WRAP 1X MAHOGANY WRAPF C ON 1/2 GWB, R i; TYP.ON EAST AND WEST WALL ��` <'(� 0 <, P7 I �� 0237$1 �O 1 � f i 1x TRIM 1x TRIM OF C90 PAINTED, TYP. PAINTED,TYP. l (WHITE) (WHITE) ROOF/CEILING CONST. PROJECT Amendment on 1 3/4"X 3 1/2" LVL 1 3/4"X 3 1/2"LVL I - Addition tion to Strltzer Residence j y " - � = Typical Wall Sections 1X MAHOGANY WRAP 1/2 x WD PAINTED 1X MAHOGANY WRAP �'� �, �.- � �,,`_ ,. � , , � Yp (WHITE) L .J 7 ON 1/2" PLYWD and Plan Details 2X3 CENTER ALIGNED TO 1x TRIM 11 0'-0 1/8" 0'-0 3/16" 0'-01/8" STEEL COLUMN PAINTED TYP. 0'-3 1/2" (WHITE) Project number 1713 Date 04/20/2019 1 WOOD JOINING MATERIAL STEEL JOINING MATERIAL WOOD JOINING MATERIAL Drawn by HA a 2X3 CENTER _ cl- I _ .+--:^• --- -- --- -_ Checked by PS v M M v - ALIGNED TO 0'-3 3/4" 1/2" STEEL COLUMN � ' - TYP. �' Pool House Window Interior Elev. W/ AM -A. 03 Pool I-louse Ian Details 400-SERIES at Gable at Gable N 11 O 11/2n 1 -0co Scale As indicated studio a/b architects 5'-6 1/2" +/- 6'-0 3/4" - +- L 651 West Main Street, Riverhead, NY 11901 3'-0 3/8" `� 3'-0 3/8" 631 591 2402 631 3231426 info@studioabarchitects.com 0'- 1 /4" 0'- 1 /4" \ OF Owner: Stritzler Family Trust 1 3/4"X 3 1/2" LVL 1 3/4"X 3 1/2" LVL 51 Stirrup Lane Roslyn Heights, NY 11577 c Mailing address: Stritzler Family Trust ih c/o Jan Stritzler Fenster `� 444 E 86th Street Apt 26 B 2X4 New York, NY 10028 Site address: RAFTERS 955 Soundview Avenue, Mattituck NY 11952 /0' \� ` 00 01 L \. 1 1, 1, \ \ bo 4S A► B C D E F (V _ .. .- .. No. Description Date 1 ' — 2X4 1 Revision 1 4/30/19 2X4 STEEL TUBE i i Pool House indow R.O. Interior Elev. at 1 G- /4" = 1'-0" J J Z Of H Z 6'-03/16" MULLED W 0'-0 3/16" �0 ARC " ti�T 0_1 ��ARut F` 5'-51/2" ' S'-53/4" MULLED W 237 2 (� ( - Z _Z Z_ Z_ O O E/F TO BE O _ = O MIRRORED A/B z z 0o O o0 0 a a I� PROJECT zo z bo = Amendment on F- F- z j z 0 -0 1/8"" Addition to Stritzer = _ _ F- F- Z o � o l Residence O ° z z z z Gable Windows li = z D Interior Elevations F- z_ 000 " CV O M a_ I � O � Ij AB C D E F Project number 1713 YZ j I i i -- ---- - I -- Date 04/20/2019 - — Drawn by HA L 1 2'-73/8" 2'-10" 3'-0" 3'-0" Of Checked by Pc o U T W UNIT W UNIT W UNIT W Pool House indow Interior Elev. W/ AM —Am4 at Gable Co 1 Co 1 o23,14" 1'-0•, M Scale 3/4" = 10�' 18'-31/2" 17'-31/8" studio a/b architects 651 West Main Street, SITE WELDED 631 591 24Y 11901 02 2X4 FRAMED WALL00 �*- 631 323 1426 co - O ; info@studioabarchitects.com CO CD , I o o 0'-2" 5'-4 1/4" 0'-2" 5'-4 1/4" 0'-2" 5'-4 1/4" 0'-6 3/8" Owner: N 0'-2„ Stritzler Family Trust I I m �0 SOUTH 51 Stirrup Lane Cn ;f, F_ SOUTH Roslyn Heights, NY 11577 I I ANCHOR Mailing address: Stritzler Family Trust - BOLT, TYP. c/o Jan Stritzler Fenster 444E 86th Street Apt 26 B 4"WIDE SHOULDER - New York, NY 10028 M 'v WEST FRAME cn _ �? Site address: ' 955 Soundview Avenue, Mattituck NY 11952 ZO LO i in 00 18'- 1 1/2" 10, _ 2"X 4"X 3/16"STEEL TUBE TYP. CD 2"TYP. 2" v I 0'-2" 5'-81/2" 0'-2" 6'-01/2" 0'-2" 5'-81/2" 0'-2" Enw� Cn I (70 (00 2"X 2"X 3/16"STEEL TUBE o' ch TYP. - — — --o- 5'- 10 1/2" _6'-2 1/2" 5'- 10 1/2" boii N N0'-2" ANCHOR Cl) 0 0''2" 17'- 11 1/2" o BOLT, of oe TYP. o ' 18' -3 1/2" SOUTH FRAME w 17'-3 1/8" SITE WELDED I —o - II II 0'-6 3/8"----4, 5'-4 1/4" 0' 2" 5'-4 114" 0'-2" 5'-4 1/4" 0'-2" 0'-2" N co No. Description Date SOUTH 1 Revision 1 4/30/19 FRAME I I 1 i i ANCHOR BOLT, TYP. EAST FRAME Pool House eel Column Layout, Frame 1 fo 1/4" = 1'-0" ELECTRICAL NOTES: UNDERGROUND SERVICE 1. DRAWINGS ARE DIAGRAMMATIC AND SHALL BE USED IN LAYOUT OF WORK. DO NOT SCALE THE FROM MAIN HOUSE DRAWINGS. 2. COORDINATE THE WORK WITH THE REQUIREMENTS OF ARCHITECTURAL AND STRUCTURAL DRAWINGS OR DIMENSIONS, LOCATIONS AND CLEARANCES. 3. IF DIRECTED BY THE ARCHITECT, MAKE MINOR MODIFICATIONS IN THE LAYOUT AS NEEDED TO 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 COMPANY REQUIREMENTS,ALL APPROPRIATE MUNICIPAL AND REGULATORY AGENCIES, CODES AND REQUIREMENTS. 5. CONTRACTOR SHALL PREPARE AND SUBMIT TO THE PROPER AUTHORITIES, FOR THEIR APPROVAL, ALL REQUIRED DOCUMENTATION. PROVIDE ALL NECESSARY NOTICES, OBTAIN ALL PERMITS AND PAY WALL RECESSED SUB PANEL ALL LOCAL, STATE AND FEDERAL TAXES,FEES AND OTHER COSTS IN CONNECTION WITH THE WORK. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ALL CONTROLLED INSPECTIONS REQUIRED BY APPLICABLE ADMINISTRATIVE BUILDING CODE. 7. OBTAIN BOARD OF FIRE UNDERWRITER/LICENSED ELECTRICIAN CERTIFICATES FOR WIRING. 8. CLOSELY SCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE PROPER TIME WITHOUT IDELAYING THE COMPLETION OF THE ENTIRE PROJECT. A DIM G �r`t� A 9. WHERE THE WORK WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES, OR I D WHERE THERE IS EVIDENCE THAT THE WORK WILL INTERFERE WITH THE WORK OF OTHER TRADES, Ij ARRANGE SPACE CONDITIONS TO MAKE A SATISFACTORY ADJUSTMENT. IF WORK IS INSTALLED BEFORE COORDINATING WITH OTHER TRADES, MAKE NECESSARY CHANGES TO THE WORK TO �cD ARG, CORRECT THE CONDITION WITHOUT ADDITIONAL COST TO THE OWNER. t� h'/ 10. THE ELECTRICAL CONTRACTOR SHALL INSTALL ALL WIRING FOR THE MECHANICAL SYSTEMS `co PyL1 ARITF`C A A { REQUIRING FIELD WIRING,ACCORDING TO THE WIRING DIAGRAMS PROVIDED BY THE MECHANICAL O� �z 4y CONTRACTOR. C': - ..., .: 11. EXAMINE AND EVALUATE ALL EXISTING ELECTRICAL SYSTEMS CONNECTED TO THE PROJECT;VERIFY _ ------ CAPACITY OF EXISTING SERVICE WITH NEW LOAD REQUIREMENTS; NOTIFY ARCHITECT OF CONDITION OF EXISTING SERVICE AND WIRING OF ANY OUTLETS NOT FUNCTIONING OR ILLEGAL; 0237a� COLLAR BEAM, TYP. OTHERWISE, ALL EXISTING CIRCUITING SHALL REMAIN INTACT FOR REUSE. 9T A A 12. INSPECT EXISTING CIRCUIT BREAKERS.ADD ADDITIONAL CIRCUIT BREAKERS TO THE SERVICE BOX O N� di AS NECESSARY TO CORRECT IMPROPER, UNSAFE WIRING. I I 13. EXAMINE AND EVALUATE EXISTING FIRE ALARM SYSTEM INCLUDING SMOKE, FIRE, HEAT, AND/OR I CARBON MONOXIDE DETECTORS. AND PROPOSE ADDITIONAL DETECTOR/ALARM SYSTEM, AS _____ ___ REQUIRED, COMPLYING WITH ALL APPLICABLE CODES. ` 14. ALL OUTLETS WITHIN 6 FEET OF WET AREAS SHALL BE GROUND FAULT CIRCUIT INTERRUPTER (GFCI.), UNLESS OTHERWISE NOTED. A A 15. INSTALL ALL APPLIANCES ON SEPARATE CIRCUIT. ( 16. BEFORE THE ROUGH WIRING, SCHEDULE A WALK THROUGH TO VERIFY AT THE SITE ALL OUTLET LOCATIONS WITH ARCHITECT AND OWNER. PROJECT _ 17. BEFORE ANY PURCHASE OF FIXTURES,VERIFY WITH ARCHITECT AND OWNER FOR ALL THE LEGEN SELECTIONS OF THE PRODUCT AND OPTIONS. Amendment on 18. LOCATE NEW SWITCHES TO MATCH HEIGHT OF EXISTING, UNLESS OTHERWISE NOTED. A / A ! 19. LOCATE ALL SWITCHES SO THAT THE CENTERLINE OF THE FACEPLATE IS 5"FROM THE FINISHED c f,' c ; O CEILING RECESSED MOUNT LIGHTING EDGE OF ADJACENT DOOR OPENINGS OR EDGE OF WALL UNLESS NOTED OTHERWISE. Addition to StrltZer ________________ _.___ _. . € j..._...._..________-.._-._--.. F-0 WALL MOUNT LIGHTING 20. GANGED MULTIPLE SWITCHES BEHIND A SINGLE FACEPLATE.21. THE CONTRACTOR SHALL SCHEDULE CONNECTION TO EXISTING SYSTEMS AT ��_..._.__. ,.-� . �------" A TIME THAT WILL BE Residence B.5 — — _ SINGLE POLE SWITCH CONVENIENT FOR THE OWNER AND CAUSE MINIMUM DISRUPTION TO ALL PARTIES INVOLVED B tDIM SINGLE POLE SWITCH W/DIMMER 22. RECESSED LUMINARIES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED. ALL RECESSED LUMINARIES SHALL BE IC-RATED. Steel Frame t GINTERRUPTER 23. SWITCH AND OUTLET BOXES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE SEALED. _ Layout GROUND CIRCUIT FAULT --0 SPECIAL PURPOSE OUTLET FAN OUTLET BEFORE ANY PURCHASE,VERIFY WITH OWNER and Elevations, Electrical Layout A. 1 A.2.3 Lighting Fixture Schedule Lighting Fixture Project number 1713 # Lighting Fixture Type Product Finish T Bulb Note Date 04/20/2019 1 A Ceiling recessed light WAC 4" LEDme®Open Reflector Downlight Trim WHITE 10.2W LED, 2700K Drawn by HA HR-LED451TL-Invisible Tri MTM Checked by PS ' 2 Pool House evel Electrical Layout B Exterior Wallmount Light Cooper Eon LED 303 W1 LEDB2 City Silver 15.5W LED, 2700K Ceiling/Roof Roof Exhaust Ventilator Aura Vent AV-16-006, or eq. roofvents.com Exhaust Fan AM -SE . 01 Scale As indicated